19870083 Ver 1_COMPLETE FILE_19871207

y,tvi
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402.1890
December 7, 1987
SUBJECT: File No. SAWC086-N-065-0544
Dr. Bruce H. Dorman
2001 South 17th Street
Wilmington, North Carolina 28403
Dear Dr. Dorman:
Reference your application for a Department of the Army permit
to excavate a basin, construct and backfill a bulkhead, place
riprap material and construct boat docks on Shinn Point Canal off
the Atlantic Intracoastal Waterway (AIWW), Myrtle Grove Sound,
near Wrightsville Beach, New Hanover County, North Carolina.
Your proposal has been reviewed and found to be consistent
with the provisions and objectives of general permit No. SAWC080-
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 a violation of
Federal law.
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. Hugh Heine,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
r e
-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232%1
439 West York Street
Norfolk, Virginia 23510-1114
Ms. Beverly Etheridge, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Ms. Ann Miller
State Property
North Carolina
Administrati,
116 West Jones
Raleigh, North
Section
Department of
3n
Street
Carolina 27603
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
V'Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
aa? \\\ VIEW
`.? \. DR. -
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c) o.
(PROPOSED
5 NEW BOAT BASIN Fee'.?L
\ \ ?:- \ 30'x 56'x 6D
ri P o+ h'?T P
s j NEW TIMBER
WAL KWAY HIGH T I D E VIA R S H
titiRS- JAME<j G, t{Er.IOE?`?1lR :/ f•?\ _ , s? •:i;, ?.
?t NEW T llvlBER 'SRF
LOW SULK.H E A D 4
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\ SITE PLAN
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'UCATIC:% MA P
L O
MODIFICATION OF N.C.D.N.R.C.D.
5?T / C,-- 2
PERMIT N0. 66-84 FOR A
PROPOSED SMALL
BOAT BASIN
SHINN POINT CANAL
N E w H A N OVE:c CD UN; TY
NORTH CAROB N1%
F 0 P•
DR. BRUCE DORMAN
S E P T 19.$7
'NRY VON OEL SEN 5 .,cc0C,..TE
CONSUl - -IN- G ENGINE- -- =S Pi ?S
wI?MINGTON, NORTH
7
ti
.EXIST. 6H -
RIP' RAP PROTEC
FOR EXISTING
BULKHEAD
E L _I 96 M H_'vv - -
SECTION A- A
I =20 H,I =6 V
HIGH TIDE ..RSH
(APPRCX 2.5_ YS L;
.-- PROPOSED SIDE SLOPE

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SECTION g - g I r
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SECTION C - C
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.TING PIER
EXIST. 8ULf rE J
NEW RIP "
RAP ALL
rR0UND
MODIFICATION OF tLC.D.N.R.C.D.
i?
PERMIT No. 6G-84 FOR A
PROPOSED S11?i:; L;
_ ?O?,T BAS
A 4 E
NEW ACCESS PIER NCR'; ??-• ."
N DR. BRUCE DOR vlA' N
SEPT. 1987
?:_ .., .,."? .SSE'. 5 :.?5•?...:..'_S
Z o? 2 CN
:r _
Permit Class Permit Number
Transfer STATE OF NORTH CAROLINA 66-84
Department of Natural Resouc . rid Community Development
F?
ter ? ?,?,? _ ? ?'?,.
i
u w foF
a Major Develop ent,in', onmental
Concecii•pursuant-t o,
Y $ ..` r
OX Excavation`aridJot gpastziit to NCGS 113-229
issued to Dr. Bruce H. Dorman, 2001 South 17th Street, Wilmington, NC 28403
authorizing development in New Hanover Countyat AIWW (canal off of at Shinn Point --
Marywood Subdivision) as requested in the permittee's application dated 11/18/83 including
attached plats, sheets 1-3 of 3, dated 7/83 with sheet 2 rev. to reflect mitigation,
ate receive 3/9/83
.
This permit, issued on °7is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) All excavated material will be confined on adjacent high ground landward
of any waters or wetland areas. All offsite disposal areas will be approved
by the Corps of Engineers and/or the N. C. Division of Coastal Management
prior to construction.
(2) In order to protect juvenile shrimp populations, no excavation or filling
will be permitted between April 1 and September 30 of any year without the
prior approval of the Division of Coastal Management.
(3) An earthen plug will be left between the area to be excavated and the existing
canal and a 24-hour period after completion of the excavation will elapse
prior to plug removal to prevent unnecessary siltation into the adjacent
water body.
(4) No excavated material will be stockpiled, even temporarily, in waters or
wetlands outside of the authorized channel alignment.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31. 1987
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Dr. Bruce N. Dorman
ADDITIONAL CONDITIONS
Permit #66-84
Page 2 of 2
(5) Equipment working from or crossing marsh areas will be supported by mats.
(6) The authorized bulkhead along the east side of the basin will be free standing
and will allow unobstructed tidal interchange between the basin and adjacent
marsh wetlands.
(7) In order to minimize the effects of erosion on the access channel, a retaining
wall must be constructed on the east side along the entire length of the
channel cut. This structure should be constructed to allow for interchange
of water by providing spaces along its length.
(8) The area of high ground graded to marsh elevation will be increased to equal
that of the marsh to be excavated as shown on the enlosed plan. This miti-
gation area will be sprigged with Spartina alterniflora and will be inspected
and approved by a representative of- the Corps of ringineers and/or the N.
C. Division of Coastal Management.

DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments co ertiing an application,for State Fe eral C#MA Permit(s) from xfk _
4f
A. PERMIT:r
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
office has no objection to the issuance of the permit(s) for the proposed
` project with the following conditions:
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion And mixture. -
That turbidity levels in shall not be increased
by more than 10 NTU's as a.result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project.- Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
or after
The proposed project is certified .
under General.Certification
A) No. 1179 issued on January 25, D) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
No. 1272 issued on November 10, op No. 1664 issued on September 8,
1978, for bulkhead construction. 1983, for Rip-Rap Placement.
C) No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge .
effluent from diked upland disposal construction.
areas.. {{
4-LE7
WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
I
DIVISION OF ENVIRONMENTAL MANAGEMENT
DATE: June 24, 1987 t
TO: Bill Mills EC Ei V E D
Operations Branch
JUL 0 21987
FROM: David H. Cotton
Wilmington Regional Office WATLH QUALITY SECTIOIV
THROUGH: A. Preston Howard, Jr. OPERATIONS BRANCH
Wilmington Regional OfficeA4
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Dr. Bruce Dorman - Boat Basin
New Hanover County
MEMORANDUM
The applicant is proposing to excavate a basin to accommodate 4
boats and to construct a bulkhead and fill 6600 square feet of
coastal wetland. The applicant also proposes to protect the
perimeter of the bulkhead with rip-rap. The project is located
at Shinn Point Canal, classified SA and closed to shellfishing.
The project has been reviewed to determine impacts to water
quality. The following comments are offered:
1. The project requires 401 Certification but should meet the
requirements for the General 401 Certifications for bulkhead
construction and for the placement of rip-rap.
2. After completion of the project, the marsh area, excluding
behind the bulkhead, should be restored in the case where
spoils spillage and traffic have altered the wetlands.
3. The project should be done in such a way as to minimize the
turbidity outside the area of construction. Turbidity must
not exceed 25 NTU outside the project area.
DHC:kc
cc: DCM - Bob Stroud
CF, WiRO

OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name Dr. Bruce H. Dorman - Boat Basin
2. Location of project- site Shinn Point Canal in Shinn Point Subdivision - New
Hanover County - New Photo 18-226 Grid T-21
3. Investigation type: Dredge & Fill X CAMA x
4. Investigative procedure: (A) Dates of site visit 4-28-86 12-10-86 5-11-87
(B) Was applicant present yes (agent) no no
5. Processing procedure: Application received certified 5-11-87 Office WIRO
6. Site description: (A) Local Land Use Plan Wilmington - New Hanover
Land Classification from LUP Conservation - rural
Development constraints identified in LUP
(B) AEC(s) involved: Ocean Hazard Estuarine Shoreline X
Coastal Wetlands x Public Trust Waters X
Estuarine Waters x Other
(C) Water dependent: Yes x No Other
(D) Intended use: Public Private X Commercial
(E) Type of waste water treatment: Existing N/A
Planned Connection to New Hanover County System
(F) Type of structures: Existing N/A
Planned Boat dock with connecting pier
(G) Estimated annual rate of erosion N/A Source ---
7. Habitat description: AREA
Dredged Filled Other
(A) Vegetated wetlands:
Basin area - Ox-eve, Appx 1080 sf
Suaeda spp. ; salt wort Appx 116 sf
Mixed "404" - Coastal
wetlands: Black needlerush,_
salt wort-sea lavender Appx 6600 sf
(B) Non-vegetated wetlands :
Salt bald Appx 475 sf
(C) Other:
(D) Total Area Disturbed: Appx 1680 sf Appx 6600 sf
8. Project Summary The applicant proposes to excavate a small basin to accommodate
4 boats and to construct a bulkhead with fill.
F
Dr. Bruce H. Dorman
Page 2
9. PROJECT DESCRIPTION
The proposed project is to be located on the south side of an existing
man-made canal serving Shinn Point Subdivision. The project area is populated
with sea ox-eye, Suaeda M and salt wort. A portion of the site is a salt
bald adjacent to the canal. The excavation of the general area of the project
has been authorized by two State and Federal permits in the recent past. The
first of these was State Permit # 145-77 issued to Hershel Rogers. The other
was State Permit #66-84 issued to Julian K. Taylor III. Both of these permits
involved an entrance canal off the existing canal at approximately the location
of the proposed project. Neither permit was excavated. The waters are
classified as SA closed and are designated primary nursery area. The
bulkhead site is a mixed 11404", coastal wetland area including ox-eye, salt
wort, black needlerush.
The present applicant proposes to excavate a boat basin with access walkway
and dock and pier. He also indicates plans to construct a bulkhead. The
basin will be approximately 56' long x 30' wide x -6' mean low water (mlw). It
will connect directly through the bank to the existing canal. The edge of the
cut will be rip-raped. The access walkway will be approximately 165' long.
The dock will be approximately 50' in length. Two 22' finger piers will
accommodate 4 boats. At present the access pier and dock are located closer
than 15' from the adjacent property. The bulkhead is proposed to be
approximately 220' long. It is proposed along the alignment which was the wall
of a proposed basin of permit 66-84. Approximately 490 cubic yards of
material will be excavated by barge mounted equipment and will be placed on
the applicants high ground property. The applicant has stated that the high
ground will be developed at a later time.
10. ANTICIPATED IMPACTS
The growth of wetlands within the basin project appears to have been
significantly affected by the existing canal. The excavation of this general
area with additional wetlands incorporated into former projects was authorized
by two former permits. No significant loss of resource is anticipated,
however, the final alignment of the basin could be staked to minimize the loss.
The current plans show that the proposed access pier and dock system are too
close to the adjacent property. Some concern has been expressed by the
adjacent property owners regarding this point. The proposed bulkhead is
aligned through an area in which another recently proposed bulkhead with fill
was denied. The structure which was permitted in this general area by
permit 6-84 was the outer wall of the permitted basin. The final alignment of
the new structure should be determined by DCM and Corps personnel in order
to be consistent with current "404" guidelines. The development of the high
ground must be handled by permit modification.
Submitted by: C. Robert Stroud, Jr. Office: WIRO Date: May 11, 1987
APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina
(GS 146.12) Department of Natural Resources and Community Development f•Engi een, W District
(GS 113-229,143.215.3(a)(1), 143-215.3(c), 113A-118 R 209.320-329)
SEP 06
?,ZAS. oAA?aGEM???
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in b?lf r}?, ? Al OFf1CE
6f?WIlMINGTON REGION
I. Applicant Information Doman Bruce H. (Dr.)
A. Name
Last First Middle
B. Address Wilmington Orthopedic Group, P. A., 2001 South 17th street
Street, North Carolina r Route 28403 919/763-6344
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County New H Wrightsville Beach
B. 1. City, town, community or landmark
2. Is proposed work within city limits? Yes No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Myrtle Grove Sound (AIWW)
111. Description of Project X
A. 1. Maintenance of existing project 2. New work
B. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length 56' width 30' de th 6r (MLW)
3. Fill area length __= width 30' (Maxd'e?th 41 (above existing elev. )
4. Other length width depth
r
C. 1. Bulkhead length 220 Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material) treated timber
D. Excavated material (total for project)
1. Cubic yards 490 2. Type of material organic material over sand
E. Fill material to be placed below MHW (see also VI'. A)
1. Cubic yards 350 2. Type of material same as above
IV. Land Type, Disposal Area, and Construction Equipment:
A. Dues the area to be excavated include any marshland, swamps or other wetland? Yes ...X No
8. Dues the disposal area include any marshland, swamps or other wetland? Yes X No
C. Disposal Area Low bulkheaded area adjacent to high ground 150' from basin site
1. Location
2. Do you claim title to disposal area? Yes
0. Fill material source if fill is to be trucked in N/A
E. How will excavated material be entrapped and erosion controlled? By loW timber bulkhead - material Will
be Dlaced "drvit
t . 1 ypc of equipment to be used Backhoe and/or clamshell
G. Will marshland be crossed in transporting equipment to project site? If yes, ex ain Yes. High marsh mud flats
area adjacent to high ground will be used to transport excavated material to spoil
area. T' er mats wiil be used to averse muctz a s.
V. Intended Use of Project Area (Describe)
A. 1. Private
2. Commercial
3. Housing Development or Industrial Single family lots
4. Other
8. I. Lot sire(s) APPunateiy 100' x 200' EP 25 198E
2 Elevation of lot(s) above mean high water 51 to 6'
At`IAGEMEN
3. Soil type and texture Organic overlay over sand OFFI N RtO;ONAt vice
WU= 4. Type of building facilities or structures Single family lots
- S. Sewage disposal and/or waste water treatment A. Existing Planned
SeUtic tank X
B. Describe (until county sewer system services area -
6apprcX . Land Classification (circle one) DEVELOPED TRANSITIONAL. 2 Yews)
CONSERVATION OTHER COMMUNITY RURAL
VI. Pertaining to Fill and Water Quality: (See CAMA Local Land Use Plan Synopsis)
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes-No X
2. Type of discharge
3- Location of discharge .
VI I. Present rate of shoreline erosion (if known): Negli ible
Vill. List permit numbers and issue dates of previous Department of Army Corps of En ineers or State ermits for
work in project area, if applicable: SALVCO 84-N-065-0033; DNRCD 66-?4 (17 April 1984) ; SAWCO 84-N-
IX. Length of time required to complete project: 90 days _
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 t
X1.
8.
C.
O.
Certification requirement: 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 will be conducted in a
manner consistent with such program.
X11. Any permit is?red pursuant to this -
application will allow only the development described In this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, ft'ng, and land clearing.
TE
o carry out the project on his land
Attach an accurate work plat drawn to scale on 814 X 1l" white paper
details draw {see instruction booklet for
). Note: Original ngs preferred - only high quality copies accepted.
A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S.113-229 (d))Enter date served
List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Robert K. Creighton, Jr., M. D. - Shinn Point Road, Wilmington, NC 28403
Mrs. James G. Henderson, Jr., 849 Shinn Point Road, Wilmin citon, NC 28403
Shinn Point Honeowners Assn., 841 Inlet view Drive, Wilmington, NC 28403

C EL. 7.0
EXIST. SH.
HIGH MARSH -
4' 2'
EL.5.0 HIGH TIDE MARSH
5 6' ( APPROX. 2.5 M S L)
e --
-- EL. 1.96 M.H.W. ?" 111i
EL. 0.0 M. S. L. L?
EL. -1.54 M.L.W. I PROPOSED SIDE SLOPE
I
" T_J
'Jr? by aYyy? 7 -
TuJG
S E C T I O N A- A SEP 25 1986
; q? t\9 (1r?l;G _P%EN?
I' = 20'H, I"= 6'V
OFFICE OF CO`s:, IONAL Cff1GE
WILMINGTI)t'i REG
•I7
30' EXIST.
EXIST. SH.
Fl ll
;• ?- : EL.70 30" 4- 0"
EXIST. GRADE
FILL WITH MATERIAL / NEW
EXCAVATED FROM BOAT / l EV. WALK IE
-
-NEW LOW BASIN
II /?/-? 1
BULKHEAD. (EXIST ?
IGRADE -Fe I
SECTION B- B
I" = 20'
SECTION C- C
I"= 4'H, I"= 6' V
FLOATING PIER
EXIST. BULKHEAD
0 07-No
NEW
RIP-
RAP
e 4 •
I
II
II NEW CAT WALK
II BASIN PLAN
I" = 20'
NEW RIP
RAP ALL
AROUND-
NEW BOAT BASIN
., 56' x 30'x 6'
PROPOSED SMALL
BOAT BASIN
SHINN POINT CANAL
NEW HANOVER COUNTY
NORTH CAROLINA
FOR
DR. BRUCE DORMAN
MAY, 1986
HENRY VON OESEN & ASSOCIATES
CONSULTING ENGINEERS aPLANNERS
WILMINGTON NORTH CAROLINA

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i 113' , i vvm1c?nT 4 ?b \
5?1t.1N ?R4 PROPOSED F
To NEW BOAT BASIN Be
30'x 56'x sD
A N A \. ,di„
pO%Nt
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P I. 4Rb?.r "Ill -b, ?I1 0°tx
i 5 NN 4
p Qo(? `•`
NEW TIMBE ?•• ly, ,? ?,
WALKWAY C HIGH TIDE MARSH
? 61-1
,Ilr
ti„szs. JnMES y• Nr:ao?aso?
841 511#10 F0I#4-( 104jp la
\tio 11, ?4. lL ?'
WILMIIJgfoM 1`4C
NEW TIMBER
o? LOW BULKHEAD
C, y4k, tio SEP `?
/ 4;p
Pic,'
PLAN c,• ??Q-?. OFE?CE 4F o'? R4.?;ot?l+
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U. S. 74 y1? ?°OwPC?
2
Ld A,
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Iola m
C A?
Q W
ITE Q O
LOCATION MAP
(NEW HANOVERCOUNTY)
I"= 2 MILES
PROPOSED SMALL
BOAT BASIN
SHI NN POINT CANAL
NEW HANOVER COUNTY
NORTH CAROLINA
FOR'
DR. BRUCE DORMAN
MAY, 1986
HENRY VON OESEN a ASSOCIATES
CONSULTING ENGINEERS 8 PLANNERS
WILMINGTON, NORTH CAROLINA

ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property
adjoining a proposed excavation and/or fill project be given thirty (30) days in
which to comment on the project. This form allows the adjacent riparian land-
owner to express either: (1) that he objects to the project or, (2) that he does
not object and desires to waive his right to the 30-day period so that the pro-
cessing of the application can progress more rapidly. Of course, the adjacent
riparian landowner need not sign this form at all, if he so chooses.
I, Robert K. Creighton, Jr., M.D. , am an adjacent riparian property
owner and have seen a copy of the application submitted by
M. D.
Bruce H. Dorman,
dated 19 wherein
said applicant requests.a permit to excavate, fill, or otherwise alter the land
or water adjacent to my property.
s/ I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in G. S. 113-229.
a I have objections to the project as presently proposed and comments
are attached.

Signature of Adjacent Riparian Landowner Date
SEP 19?
OFF'CE pF REGIONAL
1NIlh`11y0T0
Forward Comments To:
Department of Natural Resources and Community Development
Office of Coastal Management
7225 Wrightsville Avenue
Wilaington, North Carolina 28403

ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property
adjoining a proposed excavation and/or fill project be given thirty (30) days in
which to comment on the project. This form allows the adjacent riparian land-
owner to express either: (1) that he objects to the project or, (2) that he does
not object and desires to waive his right to the 30-day period so that the pro-
cessing of the application can progress more rapidly. Of course, the adjacent
riparian landowner need not sign this form at all, if he so chooses.
I,. Bruce H. Dorman, M. D. , am an adjacent riparian property
owner and have seen a copy of the application submitted by . Bruce H. Dorman,
M. D. dated , 19 wherein
said applicant requests.a permit to excavate, fill, or otherwise alter the land
or water adjacent to my property.
e' I .have no objection to the project as presently proposed and hereby
waive that right of objection as provided in G.S. 113-229.
? I have objections to the project as presently proposed and comments
are attached.
Signature of Adjacent parian Landowner Date..,. --
? J,
o.c?"
SU
F COASj??10rhiAt OFF CE 1
OffW`LMINGTON R
Forward Comments To:
Department of Natural Resources and Community Development
Office of Coastal Management
7225 Wrightsville Avenue
Wilbington, North Carolina 28403
x? ?.ry \ DEPARTMENT OF THE ARMY
~ WILMINGTON DISTRICT, CORPS OF ENGINEERS
I P.O. BOX 1890
i WILMINGTON, NORTH CAROLINA 28402-1890
July 22, 1987
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWCO86-N-065-0545
Dr. Bruce H. Dorman
Wilmington Orthopedic Group, P. A.
2001 South 17th Street
Wilmington, North Carolina 28403
Dear Dr. Dorman:
RECEIVED
JUL27 1987
WATER QUALITY SECTION
OPERATIONS BRANCH
Reference your application for a Department of the Army permit
to maintain the Shinn Point small boat canal off the Atlantic
Intracoastal Waterway (AIWW), Myrtle Grove Sound, near
Wrightsville Beach, New Hanover County, North Carolina.
Your proposal has been reviewed and found to be consistent
with the provisions and objectives of general permit No. SAWCO80-
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 a violation of
Federal law.
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. Hugh Heine,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
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-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
Mr. William Mills
Water Quality Section
Division of Environmental
/ Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. Beverly Etheridge, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
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IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
June 18, 1987
SUBJECT: File No. SAWC086-N-065-0545
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Dr. Bruce H. Dorman for a
Department of the Army permit to maintain the Shinn Point small
boat canal off the Atlantic Intracoastal Waterway (AIWW), Myrtle
Grove Sound, near Wrightsville Beach, 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. In order to protect juvenile shrimp, no excavation or
filling will be permitted between the dates of April 1 and
September 30 of any year without the prior approval of the North
Carolina Division of Coastal Management.
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 at a maximum distance from spillways

-2-
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.
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
resultant unnecessary siltation.
f. No excavated or fill materials will be placed at any time
in any vegetated wetlands or waters of the State.
g. Vegetated wetlands will not be excavated or filled.
h. Excavation will not exceed 6 feet below the elevation of
mean low water (MLW).
i. The temporary placement or double handling of excavated or
fill materials within waters or vegetated wetlands is not
authorized.
j. The activity will be conducted in such a manner as to
prevent a significant increase in turbidity outside the area of
construction or construction-related discharge. Increases such
that the turbidity in the waterbody is 50 NTU's or less are not
considered significant.
k. At least 2 weeks prior to any maintenance excavation, the
permittee will contact both the Corps of Engineers and the North
Carolina Division of Coastal Management to inform them regarding
the location of the excavated material retention area. Such area
will be inspected and approved prior to the commencement of any
work.
1. Prior to the use of any area within the Corps of
Engineers' Atlantic Intracoastal Waterway (AIWW) right-of-way for
the retention of excavated material, the permittee will obtain
specific, written authorization from the Navigation Branch,
Wilmington District, Corps of Engineers, [phone].
-3-

Questions or comments may be addressed to Mr. Hugh Heine,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Copies Furnished:
Mr. William Mills
Water Quality Section
J Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Ms. Beverly Etheridge, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
June 18, 1987
SUBJECT: File No. SAWC086-N-065-0544
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Dr. Bruce H. Dorman for a
Department of the Army permit to excavate a basin, construct and
backfill a bulkhead, place riprap material and construct boat
docks on Shinn Point Canal off the Atlantic Intracoastal Waterway
(AIWW), Myrtle Grove Sound, near Wrightsville Beach, New Hanover
County, North Carolina.
The Federal agencies have completed review of the proposal as
presented by the application and your field investigation report.
The National Marine Fisheries Service, by letter of June 9, 1987
(copy enclosed), found the proposal to be detrimental to fishery
resources and recommended that authorization not be provided
unless the basin is relocated so as to be sited completely within
high ground. We concur with this recommendation, not only because
of the projected loss of the approximate 0.18 acre of wetland
vegetation to excavation and the placement of fill; but also, a
community boat ramp is available for the property owners to
exercise their right of riparian access.
Questions or comments may be addressed to Mr. Hugh Heine,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure

-2-
Copies Furnished (without enclosure):
Mr. William Mills
Water Quality Section
of Environmental
Management
'/ Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
Notional Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Ms. Beverly Etheridge, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
-r-
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments concertiing an application,for State Fed ral CAMA Permi (s) from
f?C J/`?.?{,F I L??!'t C?zir_% -- A. PERMIT:

This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
is office has no objection to the issuance of the permit(s) for the proposed
pr with with the the following conditions:
activity be conducted in such a manner as to prevent significant
.
.
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project.- Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
?r after
4 The proposed project is certified.
under General Certification
A) No. 1179 issued on January 25,
1977, for sewer line construction
B) No. 1272 issued on November 10,
1978, for bulkhead construction.
D) No. 1431 issued on October 16,
1980, for boat ramp construction.
E) No. 1664 issued on September 8,
1983, for Rip-Rap Placement.
j No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge
effluent from diked upland disposal construction.
areas.
WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
. t
DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
DATE: June 24, 1987
T0: OBill ills
perations Branch R E C E V E D
FROM: David H. Cotton 6k .JUL 0 21987
Wilmington Regional Office
WATER QUALITY SECTION
THROUGH: A. Preston Howard, Jr. OPERATIONS BRANCH
Wilmington Regional Office
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Dr. Bruce Dorman - Canal Maintenance
New Hanover County
The applicant is proposing to perform maintenance dredging of
Shin Point Canal to a depth of -6' MLW. Shinn Point Canal is
classified SA, and is currently closed to shellfishing. The
project has been reviewed to determine impacts to water quality,
the following comment is offered:
1. The project requires a 401 Certification, but should meet
the conditions of a general 401 for the discharge of liquid
effluent from a dike disposal area.
This office does not object: to the project as proposed.
DHC:kc
cc: DCM - Bob Stroud
CF, WiRO

c
OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name Dr. Bruce H. Dorman - Canal Maintenance
2. Location of project site Shinn Point Canal in Shinn Point Subdivision - New
Hanover County - New Photo 18-226 Q-X; 20-24
3. Investigation type: Dredge & Fill X CAMA no
4. Investigative procedure: (A) Dates of site visit 4-28-86 12-10-86 5-11-87
(B) Was applicant present yes (agent) no no
5. Processing procedure: Application received certified 5-11-87 Office WIRO
6. Site description: (A) Local Land Use Plan Wilmington - New Hanover
Land Classification from LUP Conservation - rural
Development constraints identified in LUP none for
projects of this nature
7.
(B) AEC(s) involved: Ocean Hazard Estuarine Shoreline X
Coastal Wetlands Public Trust Waters X
Estuarine Waters x Other
(C) Water dependent: Yes X No Other
(D) Intended use: Public Private X Commercial
(E) Type of waste water treatment: Existing Septic tanks
Planned County system will connect to this area
(F) Type of structures: Existing Single family homes with piers
Planned Build out of vacant lots to sing le family

(G) Estimated annual rate of erosion N/A Source ---
Habitat description: AREAL
Dredged Filled Other
(A) Vegetated wetlands:
N/A
(B) Non-vegetated wetlands :
Open water (total) Appx 147.000 sf (3.4 acres)
(C) Other:
(D) Total Area Disturbed: Appx 147,000 sf (3.4 acres
8. Project Summary The applicant wishes to renew the permit f
project to allow for lonz term maintenance.
r
Dr. Bruce H. Dorman
Page 2
9. PROJECT DESCRIPTION
The project is an existing man-made canal system which is connected to the
AIWW at the east end and makes several looping turns first through the edge
of an old spoil disposal area (now developed) and across a drainage easement
with associated marsh and coastal wetlands and ending in a bulbous cul-de-sac
into high ground. There has been low to moderate development along the
shoreline of the canal. The project was permitted in 1975 with some
maintenance renewals in the interim. The permit is now expired. The
dimensions of the canal are approximately 2450' long x 60' x -6' mlw. Some
shoaling has occurred at the mouth of the canal and at the upper end in the
cul-de-sac. The waters are classified as SA closed and the area is' a
designated primary nursery.
The applicant proposes to initially maintain the north and the upper end by
excavating approximately 200-400 yards of material. It is anticipated that
approximately 25% of the canal may need annual maintenance of approximately
1000 cubic yards per operation. This spoil would be placed as an existing
high ground lot within the subdivision initially. Permanent disposal areas have
not been fully identified. However, the use of two Corps disposal sites ideally
situated east of the project site across the AIWW has been recently clouded by
Corps action concerning the use of all these areas. At present the applicant
proposes to utilize contractors with barge mounted excavation equipment which
can off-load the excavated material to high ground.
10. ANTICIPATED IMPACTS
The maintenance of the existing canal with cause short term turbidity and
sedimentation problems. The location of the spoil disposal area shown on plat
pages 1 of 2 may not be available on a long term basis. The use of barge
mounted equipment will greatly facilitate the operation if done on a regular
basis. The large size and close proximity of the Corps spoil disposal to the
site would accommodate the project is permission is still available. The lack
of recent maintenance activity in this system may indicate that no problem will
occur. Past water quality studies in the canal indicate that litter or no
degredation has occurred in it since the original excavation.
Submitted by: C. Robert Stroud, Jr. Date: May 11, 1987 Office: WIRO
APPLICATION
1 FOR ?
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CER CtIlptf'.s 1qR^
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MA1OR DEVELOP T !QAGUAF_N1
',"?
Ctclf.F.o.f ?
...,,tt{??,' RR?jUtyAl OFtICE
Department of Administration State of North Carolina Ettsehf`tl? the Army
(GS 14fi 12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113-329, 143.215.3(a)(1), 143-215.3(c), 113A-118 (33 CfR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information
A. Name Dorman Bruce H. (Dr. )
Last First Middle
B. Address -- Kllmington Ortho c Group, P. A.; 2001-South 17th-Street
Street P. O. Box or Route
Wilmington North Carolina 28403 919/763-6344
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County New Hanover
B. 1. City, town, community or landmark Wrightsville Beach
2. Is proposed work within city limits? Yes No X
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
_ Myrtle Grove Sound (AIWW)
Ill. Description of Project
A. 1. Maintenance of existing project X 2. New work
B. Purpose of excavation or fill
1. Access channel length 2450' width 60' depth -6' MLW (existing annual
2 Boat basin length width depth maintenance g'_'g
3. Fill area _Trapezoid shaped length 200' width 175' depth 3' t13 ELVEMaye to to 20
4. Other length width depth thA canal arPa?
C. 1. Bulkhead length N/A Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 1, nnn (max) 2. Type of material Sand and Silt
E. Fill material to be placed below MHW (see also Vt. A)
1. Cubic yards none 2. Type of material
IV. Land Type, Disposal Area, and Construction Equipment:
A. Dues the area to be excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location High ground adjacent to project
2. Do you claim title to disposal area? es
D. Fill material source if fill is to be trucked in N/A
E. How will excavated material be entrapped and erosion controlled? Earthen dikes with effluent overflow
control weir and nine
'I ypc of equipment to be used
G. Will marshland be crossed in transporting equipment to project site? If yes, explain
No
F. I
„V. Intended Use of Project Area (Describe)
A. 1. Private
2. Commercial
3. Housing Development
4. Other
B. 1. Lot size(s) Average l+ acre
SEP
:.i1A. .
7 -14 OFFICE. OF
2. Elevation of lot(s) above mean. high water .. rlt
3. Soil type and texture Sandy
4. Type of building facilities or structures Single family homes
S. Sewage disposal and/or waste water treatment A. Existing X Planned
8. Describe _ Septi.C tanks
6. Land Classification (circle one) DEVE
CONSERVATION
VI. Pertaining to Fill and Water Quality:
TRANSITIONAL COMMUNITY RURAL
R -JSee CAMA Local Land Use Plan Synopsis)
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No X
B.. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes X No
2. Type of discharge Effluent discharge to existing canal" adjacent t) AIM
3. Location of discharge Myrtle Grove Sound (as above)
VII. Present rate of shoreline erosion (if known): Negligible
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: SAWKS 75-65-23-256; NCDNRCD 167-75 (6/17/75, 4/29/76)
IX. Length of time required to complete project- 10-15 days when required
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 on his land.
B. Attach an accurate work plat drawn to scale on 832 X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S.113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
John R. Perry, Shinnwood Road, Wilmington, NC 28403
J. Don Bullard II 813 Inlet View Drive Wi1ndn n NC 28403
Shinn Point Homeowners Assn., 841 Inlet View Drive, Wilmington, NC 28403
X1. Certification requirement: 1 certify that to the best of my knowledge, 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.
X11. Any permit issued pursuant to this application will allow only the development described In this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, fillinAand land clearing.
DATE
Applicant's Signature
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SHEET NO.2.OF2
SHINN POINT DEVELOPMENT CO.
- P. 0. Box 41 40o i &/177)1,37.
Wilmington, NG-26466- ag?{o
June 3, 1986
:? F? rte, f: a
District Engineer
Army Corps of Engineers SEP .25 19M
P.O. Box 1890
Wilmington, NC 28402 OFFICE OF COASTAL MANAGEMENT i
WILMINGTON REGIONAL OFFICE
Re: Maintenance Dredging
Shinn Point Canal 20
New Hanover County, N. C.
Dear Sir:
It is requested that an annual maintenance dredging permit be
authorized in accordance with the attached permit application
and sketches. A copy of my letter to NCDNRCD containing pro-
ject details is attached for your information.
'Your cooperation and assistance in authorizing annual mainten-
ance at this existing canal will be appreciated.
Sincerely yours,
Bruce H. Dorman, M. D.
BHD/fr
Enc.

ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property
adjoining a proposed excavation and/or fill project be given thirty (30) days in
which to comment on the project. This form allows the adjacent riparian land-
owner to express either: (1) that he objects to the project or, (2) that he does
not object and desires to waive his right to the 30-day period so that the pro-
cessing of the application can progress more rapidly. Of course, the adjacent
riparian landowner need not sign this form at all, if he so chooses.
I, J. Don Bullard II , am an adjacent riparian property
owner and have seen a copy of the application submitted by Bruce H. Dorman,
M. D. dated wherein
said applicant requests.a permit to excavate, fill, or otherwise alter the land
or water ajacent to my property.
4,1/1/'have no objection to the project as presently proposed and hereby
waive that right of objection as provided in G.S. 113-229.
I have objections to the project as presently proposed and comments
are attached.
S' ature of Adjacent Riparian Landowner Date
a ti 1%6
Forward Comments To:
OFFICE OF COASTAL MANAGEMEN1
WILri RI"J' ON REG10NIAI OFFICE
Department of Natural Resources and Community Development
Office of Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403

ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property
adjoining a proposed excavation and/or fill project be given thirty (30) days in
which to comment on the project. This form allows the adjacent riparian land-
owner to express either: (1) that he objects to the project or, (2) that he does
not object and desires to waive his right to the 30-day period so that the pro-
cessing of the application can progress more rapidly. Of course, the adjacent
riparian landowner need not sign this form at all, if he so chooses.
I, (for Shinn Point Homeowners Assn. Im an adjacent riparian property
owner and have seen a copy of the application submitted by
M. D.
Signature of Adjacent Riparian Landowner
Bruce H. Dorman,
19 , wherein
said applicant requests.a permit to excavate, fill, or otherwise alter the land
or water adjacent to my property.
0/ I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in G.S. 113-229.
o I have objections to the project as presently proposed and comments
are attached.
"'?s C\,
Date
W??7
'' `' ? I9d6
dated
Forward Comments To:
OFFICE
Department of Natural Resources and Community Development
Office of Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
i I..
General Statute 113-229 requires that riparian landowners with property
adjoining a proposed excavation and/or fill project be given thirty (30) days in
which to comment on the project. This form allows the adjacent riparian land-
owner to express either: (1) that he objects to the project or, (2) that he does
not object and desires to waive his right to the 30-day period so that the pro-
cessing of the application can progress more rapidly. Of course, the adjacent
riparian landowner need not sign this form at all, if he so chooses.
I,
John R. Perry
, am an adjacent riparian property
owner and have seen a copy of the application submitted by
M. D.
dated
Bruce H. Dorman,
19 , wherein
said applicant requests.a permit to excavate, fill, or otherwise alter the land
or water /adjacent to my property.
V/1 I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in G.S. 113-229.
? I have objections to the project as presently proposed and comments
are attached.
Sig ure of Adjacent pa an Landowner Date
CEP £5 1986
G; rif' (!F COA;T;L MAINAGEMENI
Wlli VIGM'4 REG;,AAl OFFICE
Forward Comments To:
Department of Natural Resources and Community Development
Office of Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
ADJACENT RIPARIAN LANDOWNERS STATEMENT

IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
September 30, 1986
SUBJECT: File No. SAWC086-N-065-0544
Dr. Bruce H. Dorman
Wilmington Orthopedic Group, P.A.
2001 South 17th Street
Wilmington, North Carolina 28403
Dear Dr. Dorman:

On February 6, 1986, we renewed general permit No. SAWC080-N-
000-0291 (enclosed), which provides Federal authorization for
construction activities that receive authorization from the State
of North Carolina.
A review of your application received September 25, 1986, for
a Department of the Army permit to excavate a basin, construct and
backfill a bulkhead, place riprap material and construct boat
docks on Shinn Point Canal off the Atlantic Intracoastal Waterway
(AIWW), Myrtle Grove Sound, near Wrightsville Beach, New Hanover
County, North Carolina, indicates it to be a candidate for Federal
authorization under this general permit. Accordingly, the
administrative processing of your application will be accomplished
by the North Carolina Division of Coastal Management. Comments
from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit
process for any reason, you will be written and informed of its
further management. If there are no unresolved differences of
State-Federal positions or policy, the final action taken on your
application by the State will result in your receiving written
notice from us that your application has been successfully
processed under our general permit. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and
Harbor Act and Section 404 of the Clean Water Act, has been
assigned No. SAWC086-N-065-0544 and will be coordinated by
Ms. Alison Arnold. She is available to address questions or
comments you may have at telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
r
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Kruczynski, Chief
Wetlands Section
Marine and Estuarine Branch
Region IV
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
September 30, 1986
SUBJECT: File No. SAWC086-N-065-0545
Dr. Bruce H. Dorman
Wilmington Orthopedic Group, P.A.
2001 South 17th Street
Wilmington, North Carolina 28403
Dear Dr. Dorman:

v C . i 1 ?,>> :)

On February 6, 1986, we renewed general permit No. SAWC080-N-
000-0291 (enclosed), which provides Federal authorization for
construction activities that receive authorization from the State
of North Carolina.
A review of your application received September 25, 1986, for
a Departme.nt of the Army,permit to maintain the Shinn Point small
boat canal off the Atlantic Intracoastal Waterway (AIWW), Myrtle
Grove Sound, near Wrightsville Beach, New Hanover County, North
Carolina, indicates it to be a candidate for Federal authorization
under this general permit. Accordingly, the administrative
processing of your application will be accomplished by the North
Carolina Division of Coastal Management. Comments from Federal
review agencies will be furnished to the State.
If your application must be withdrawn from this general permit
process for any reason, you will be written and informed of its
further management. If there are no unresolved differences of
State-Federal positions or policy, the final action taken on your
application by the State will result in your receiving written
notice from us that your application has been successfully
processed under our general permit. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and
Harbor Act, has been assigned No. SAWC086-N-065-0545 and will be
coordinated by Ms. Alison Arnold. She is available to address
questions or comments you may have at telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
-2-

Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William Mills
Water Quality Section
Division of Environmental
Management
? North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Kruczynski, Chief
Wetlands Section
Marine and Estuarine Branch
Region IV
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
September 30, 1986
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC086-N-065-0544
?`,?? W ' .f
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Mills:
Enclosed is the application of Dr. Bruce Dorman for a
Department of the Army permit and a State Water Quality
Certification to excavate a basin, construct and backfill a
bulkhead, place riprap material and construct boat docks on Shinn
Point Canal off the Atlantic Intracoastal Waterway (AIWW), Myrtle
Grove Sound, near Wrightsville Beach, New Hanover County, North
Carolina. Your receipt of this letter verifies your acceptance of
a valid request for certification in accordance with Section
325.2(b)(ii) of our.administrative regulations.
We are considering authorization of the proposed activity
pursuant to Section 404 of the Clean Water Act, and we have
determined that a water quality certification may be required
under the provisions of Section 401 of the same law. A Department
of the Army permit will not be granted until the certification has
been obtained or waived.
In accordance with our administrative regulations, 60 days
after receipt of a request for certification is considered a
reasonable time for State action. Therefore, if your office has
not acted on the request by November 24, 1986, the District
Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Ms. Alison Arnold,
telephone [phone].
Sincerely,
(?? 6/' ?? ???
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
?? ? gay
I Y-A-LS, J \.CICSO &Z MILLS
• ATTORNEYS AND COUNSELORS AT LA.w
v POST OFFICE BOX 147
WILMINGTON, NORTH CAROLINA 28402
GRANVILLE A. RYALS +? 6?" M.A.. KIT _
FRANKLIN N. JACKSON 1.
11/ 1986 _r?...
F. DARRYL MILLS September AREA CODE 919
762-5221
Dr. Bruce H. Dorman
2001 South 17th Street
Wilmington, North Carolina 28401
Re: Sherrie Henderson
849 Shinn Point Road
Wilmington, NC 28403
Dear Dr. Dorman:
I have your letter of September 8, 1986 together with the
enclosures.
I have reviewed the proposed application and it is the new
application to which I am objecting on behalf of Sherrie Hender-
son. Frankly, we had rather have a basin behind her house than
in front 'of her house and it is on this ground that we are
objecting to the new proposed project.
Very truly yours,
RYALS, JACKSON & MILLS
/Granville yals
GAR/jt
pc: Mrs. James G. Henderson.,,

1
THE WILMINGTON ORTHOPEDIC CROUP, P. A.
2001 S. 17TH STREET
WILMINGTON, NORTH CAROLINA 28401-6693
TELEPHONE [phone]
BRUCE H. DORN+AN. M. D.
THOMAS CRAVEN, JR., M. D.
CHARLES L. NANCE. JR.. M. D.
JAMES D. HUNDLEY. M. D.
ROBERT M. MOORE. M. D.
September 8, 1986
Granville A. Ryals
Attorney at Law
P.O. Box 147
Wilmington, N. C. 28402
Re: Sherrie Henderson
849 Shinn Point Road
Wilmington, NC 28403
Dear Mr. Ryals:
I appreciate your letter of August 28, 1986 concerning Mrs. Henderson's
objection to a small boat basin or marina adjacent to her house.
I had also proposed to her an alternative plan to the initial small boat
basin. In ycur letter, I just didn't understand if her objections were
to the initial plan that was approved by her late husband, Mr. James
Henderson, and submitted by Julian Taylor or if you are referring to
the new proposed small boat basin.
I am enclosing a copy of my application for the new boat basin and if
this new proposal is what she is objecting to, I would sincerely
appreciate knowing what her objections may be.
Thank you very much for your reply.
Sincerely,
Bruce H. Dorman, M. D.
BHD/fr
Encl .
i
R YALS, JAcIiSO? & _NLIzL LS
ATTORNEYS AND COUNSELORS AT LAw
POST OFFICE BOX 147
WILMINGTON, NORTH CAROLINA 28402
GRANVILLE A. RYALS
FRANKLIN N. JACKSON
F. DARRYL MILLS
August 28, 1986
Dr. Bruce H. Dorman
841 Inlet View Drive
Wilmington, North Carolina 28403
Re: Sherrie Henderson
849 Shinn Point Road
Wilmington, NC 28403
Dear Dr. Dorman:
IA4PAE7 T,;E E'-
TELEPHCNE
AREA LODE 9J' 19
762-5221
Our firm represents Mrs. James G. Henderson, Jr. and she has
brought to us the various documents in her possession regarding
the proposed marina adjoining her house and lot at Shinn Point.
We have discussed the information furnished to her by two real
estate companies and, from the information she has been fur-
nished, it appears that the proposed small boat basin adjoining
her lot would be detrimental to her best interests. For this
reason, we are advising you that she has elected to continue her
position as objecting to the proposed project.
Very truly yours,
RYALS, JACKSON ILLS
?'r
4id Granville A. als
GAR/ jt
pc: Mrs. James G. Henderson,bir.

SHINN POINT DEVELOPMENT" CO,
P-. 0-8ex-4i 6-2- -? 6 C 1 ?_ 17 J7-,,-77
Wilmington, NC284-08
June 3, 1986
District Engineer
Army Corps of Engineers
P.O. Box 1890
Wilmington, N. C. 28402
Re: Small Boat Basin Permit Application
(Shinn Point)
Dear Sir:
It is requested that a Corps of Engineers permit be issued to authorize
construction of a small boat basin adjacent to the existing Shinn Point
Canal (New Hanover County) in accordance with the attached permit
application. and supporting sketches. Reference is also made to your
prior permit SAWCO 84=N-065-0033 previously authorizing similar and
more extensive canal and boat basin construction in this same area.
A copy of my letter to NCDNRCD permit authorities containing details
of the proposed project is attached for your information.
Your cooperation and assistance in authorizing this request will be
appreciated.
Sincerely yours,
Bruce H. Dorman, M. D.
BHD/fr
Enc.
.114

SHINN POINT DEVELOPMENT CO.
- P. 9. Box 4162- o?O t S t'1 Th ST.
Wilmington, NC 28400 /
June 3, 1986
Coastal Management Field Services
N. C. Dept. of Natural Resources and
Community Development
7225 Wrightsville Avenue
Wilmington, NC 28403
Re: Small Boat Basin Permit Application-,
(Shinn Point)
Gentlemen:
It is requested that an NCDNRCD (CAMA) Permit be issued to construct a small
boat basin on the existing Shinn Point Canal (New Hanover County) in accord-
ance with the attached permit application and supporting sketches. This
small, four-boat basin would replace and be in lieu of the access canal
and larger boat basin previously authorized to Mr. Julian K. Taylor under
NCDNRCD Permit #66-84 and USAED/Wilmington Permit #SAWCO 84-N-065-0033.
The undersigned is now the sole owner of the properties for which the
above referenced permits were issued.
It is now proposed to construct a small four-boat basin immediately adjacent
to the Shinn Point Canal as shown on the permit sketch. The basin will be
56 feet long, 30 feet wide, with excavation to a depth of minus 6 feet MLW.
The basin banks will be side sloped and protected by stone riprap on all
three sides similar to the riprap presently in place along most of the ex-
isting canal system. The basin will be moved 6 feet downstream (eastward)
from the terminal of the existing timber bulkhead in order to protect and
not interfere with that existing structure. Mooring space within the basin
will be provided for four small boats to be secured and serviced by mooring
piles, access ramps and short floating dock sections as shown on the.sketch.
Overall access from the properties (single family development lots) will be
provided by a 4-foot wide elevated catwalk, also as shown on the plan view
and basin sketch. This access walk will be constructed on the shoulder of
high ground except for the approximately 40-foot section which will be
constructed over the marsh flats at the head of the boat basin.
The boat basin will be constructed by clamshell bucket and/or backhoe work-
ing from timber mats on the adjacent high tide marsh flats beside the basin.
This material (primarily an approximate 2-foot thick organic marsh soil underlain
by clean sand) will be transported the short distance (150 to 200 feet) by light
truck for placement adjacent to the high ground wooded area that fronts the
tidal marsh flat (see sketch). Haul vehicle traffic will be confined to the
high ground shoulder adjacent to the existing bulkhead and/or supported on
timber mats where the tidal marsh fringe may be encountered. The excavated
materials will be placed behind a low 4-foot high timber bulkhead to be
-2- 1
constructed across the property front at a variable but maximum distance
from high.eround of 30 feet to anchor on high ground shoulders that flank
both the north and south boundaries of the property. The alignment of
this low bulkhead will follow the stake line established by permitting
authority field agents at the time the above referenced permits were
granted for construction of the access channel and large boat basin
authorized therein (the location and alignment of this bulkhead will
again be confirmed by permitting agency representatives prior to commence-
ment of contruction). The material excavated from the boat basin
(approximately 490 cubic yards) can easily be accomodated in the area
behind the low bulkhead and the high ground property fringe.
The high tidal marsh flats in the proposed new boat basin area are
vegetated primarily by Salicornia with occasional sprigs of dwarf spartina
marshgrass. The high tidal marsh flat area to be confined behind the pro-
posed new buldhead is vegetated by sparse marsh type communities, including
Salicornia, coastal bermuda, scrub yaupon, etc. It is also pointed out
that the existing permit,(referenced above) authorized alteration of about
6,350 square feet of the same high tidal marsh area indicated in this
present application. This permit request encompasses only 1,680 square feet for
the boat basin and about 3,900 square feet behind the proposed bulkhead
and adjacent high ground. Thus, it appears that less area will be disturbed
by this proposal than was the case with the earlier authorized permit. No
work under this request is proposed to be done until early fall.
If there are any questions concerning this permit application, I or my
engineer (Paul S. Denison, Henry von Oesen and Associates, 763-0141) will
be happy to try to answer them for you. Your cooperation and assistance
in approval of this permit request will be appreciated.
Sincerely yours,
Bruce H. Dorman, M. D.
Enc.
CC: USAED/Wilmington
APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATFR QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113-229, 143-215.3(a)(1), 143.215.3(c), 113A-118 (33 CFR 209.320-329)
' CEP '2?- 1'5 01 ° U"o
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
Applicant Information
A. Name
Last First Middle
B. Address Wilmington Orthopedic Group, P. A., 2001 South 17th Street
Street, P. O. Box or Route
Wilmington North Carolina 28403 919/763-6344
City or Town State Zip Code Phone
II. Location of Proposed Project:
A. County New Hanover
B. 1. City, town, community or landmark Wrightsville Beach
2. Is proposed work within city limits? Yes No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Myrtle Grove Sound (AIWW)
III: Description of Project
A. 1. Maintenance of existing project
B. Purpose of excavation or fill '
1. Access channel
length
X
2. New work
width depth
2. Boat basin length 56' width 30' de th 6' (MLW)
-220' 30' ( 4' (above existing elev.)
3. Fill area length width 'Xd'e th
4. Other length width depth
r
C. 1. Bulkhead length 220 Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material) treated timber
D. Excavated material (total for project)
1. Cubic yards 490 2. Type of material organic material over sand
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 350 2. Type of material same as above
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes X. No
B. Dues the disposal area include any marshland, swamps or other wetland? Yes X No
C. Disposal Area Low bulkheaded area adjacent to high ground 150' from basin site
1. Location
2. Do you claim title to disposal area? Yes
D. Fill material source if fill is to be trucked in N/A
E. How will excavated material be entrapped and erosion controlled? By low timber bulkhead - material will
be placed, "dry"
1'. 'l ype of equipment to be used Backhoe and/or clamshell
G. Will marshland be crossed in transporting equipment to project site? If yes, explain Yes. High marsh mud flats
area adjacent to high ground will be used to transport excavated material to spoil
area. Timber mats will be used to traverse mud flats.
Dorman
Bruce
H. (Dr.)
F-B 1
. 10/78
_'V. . Intended Use of Project Ares (Describe)
A. 1. Private
2. Commercial
3. Housing Development or Industrial Single family lots
4. Other
B. t. Lot sire(s) Approximately 100' x 200'
2. Elevation of lot(s) above mean high water 5' to 6'
3. Soil type and texture organic overlay over sand
4. Type of building facilities or structures Single family lots
-5. Sewage disposal and/or waste water treatment A. Existing Planned X
B. Describe Septic tank (until county sewer system services area - approx. 2 years)
6. Land Classification (circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes-No X
2. Type of discharge
3.. Location of discharge
VII. Present rate of shoreline erosion (if known): Negligible
Vill. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: SAWCO 84-N-065-0033; DNRCD 66-84 (17 April 1984) ; SAWCO 84-N-
IX. Length of time required to complete project: 90 days 065-0933-
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 on his land.
B. Attach an accurate work plat drawn to scale on 8%s X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 davs in which to submit comments to agencies listed below.
Robert K. Creighton, Jr., M. D. - Shinn Point Road, Wilmington, NC 28403
Mrs. James G. Henderson, Jr., 849 Shinn Point Road, Wilmington, NC 28403
Shinn Point Homeowners Assn., 841 Inlet View Drive, WiLni-ngton, NC 28403
XI. Certification requirement: 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 will be conducted in a
manner consistent with such program.
X11.
)ATE
Any permit iss?ied pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation,;-Mling. and land cl&2rincr
ADnlicant's Signature
ADJA=E T ^,IPARLk`t L.UtD01,TNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property
adjoining a proposed excavation and/or fill project be given thirty (30) days in
which to comment on the project. This form allows the adjacent riparian land-
owner to express either: (1) that he objects to the project or, (2) that he does
not object and desires to waive his right to the 30-day period so that the pro-
cessing of the application can progress more rapidly. Of course, the adjacent
riparian landowner need not sign this form at all, if he so chooses.
I? Bruce H. Dorman, M. D. am an adjacent riparian property
Bruce H. Dorman,
owner and have seen a copy of the application submitted by
M. D. dated 19 wherein
said applicant requests.a permit to excavate, fill, or otherwise alter the land
or water adjacent to my property.
0"- I have no objection to the project as presently proposed and hereby
waive that right of. objection as provided in G.S. 113-229.
? I have objections to the project as presently proposed and comments
are attached.
' - _ Date
Signature of Adjacent Riparian Landowner
Forward Comments To:
Department of Natural Resources and Community Development
Office of Coastal Management
722A Wrightsville Avenue
Wilmington, North Carolina 28403

ADJACENT RIPARIA,°I LA-',;DON:gE .S 5= TE:1E`T
General Statute 113-229 requires that riparian landowners with property
adjoining a proposed excavation and/or fill projec= be giver. thirty (30) days in
which to comment on the project. This form allows the adjacent riparian land-
owner to express either: (1) that he objects to the project or, (2) that he does
not object and desires to waive his right to the 30-day period so that the pro-
cessing of the application can progress more rapidly. Of course, the adjacent
riparian landowner need not sign this form at all, if he so chooses.
I,
Robert K. Creighton, Jr., M.D. , am an adjacent riparian property
owner and have seen a copy of the application submitted by
Bruce H. Dorman,
M. D. dated 19 wherein
said applicant requests.a permit to excavate, fill, or otherwise alter the land
or water adjacent to my property.
c? I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in G. S. 113-229.
? I have objections to the project as presently proposed and comments
are attached.
Signature of Adjacent Riparian Landowner
Forward Comments To:
Pl u?
Date
Department of Natural Resources and Community Development
Office of Coastal Management
7225 Wrightsville Avenue
WiIA"Ington, North Carolina 28403
+ EL. 7.0
4?
EXIST. B H. - e
?I
^ it NEW CAT WALK--
B I ASIN PLAN
o
HIGH MARSH ;
T
SECTION A- A
I 20'H, I"= 6' V
c?
30, EXIST.
FI LL
EXIST. GRADE
'FILL WITH MATERIAL
EXCAVATED FROM BOAT
NEW LOW BASIN
BULKHEAD.
SECTION B-
I'.
= 20'
6' 56
FLOATING PIER
EXIST. BULKHEAD
I'?G
NEW
RIP-
RAP I e 4
a
I?Q? oo -
l'?40 ? ? ? n
NEW RIP
RAP ALL
AROUND-
PROPOSED SMALL
BOAT BASIN
SHINN POINT CANAL
NEW HANOVE R COUNTY
NORTH CAROLINA
FO R
DR. BRUCE DORMAN
MAY, 19 86
HENRY VON OESEN & ASSOCIATES
CONSULTING ENGINEERS & PLANNERS
WILMINGTON NORTH CAROLINA

EXIST. BH.
EL.70 31- 0. 41- 0"
NEW
I
WALK EL.5
II I /// s
? ?///
EXIST.
(GRADE
I?
I =1111
dl
SECTIO
N C- C
1"=4'H, 1"= 6' V
7 NEW BOAT BASIN
56' x 30'x 6"
FILE No 2936
EL.5.0 HIGH TIDE MARSH
56' ___ L (APPROX. 2.5 MSL)
L

v /
? ??o VIEW
-
DR.
5 - -
\ 4o.N syoL y \
\lb\
Cal
s"
PROPOSED
5?' n NEW BOAT BASIN ?? Fe9
C2k? ?-? 30'x 56'x 6b
I Il?
PO1N1 p ?'/0 qty
S N
NEW TIMBE ?-
WALKWAY r C HIGH TIDE MARSH
C 'b / rl! 1
MRS. J4M65 y. A640F,R5uj R i ,•,o' ILA ? d? dry ,111, IL,
641 Stl l rJrl 9010-r =0
?rl l L M 1 hl C1'(O N 1?1 C ,LO ,'L ,? I/ \)V/
2 3 ?
tom, Li t b, akl
Wp
pO 0 V. ,>tV'1 ,L,
? moo. / / Fp i
Al NEW TIMBER QRFA ' • - -
LOW BULKHEAD
5
SITE PLAN P\`'^
I°=150'± 4v
V 'V)
1?
0-
U. S. 74
cl w \? ?\
<Z?^ v
F- _
;Q PROPOSED SMALL
16 1??3 3 m BOAT BASIN
?.y oP?<1
SH I N N POINT CANAL
5kP NEW HANOVER COUNTY
NORTH CAROLINA
FOR'
SITE Q o DR. BRUCE DORMAN
MAY, 1986
LOCATION MAP HENRY VON OESEN a ASSOCIATES
(NEW HANOVER COUNTY) CONSULTING ENGINEERS & PLANNERS
I"= 2 MILES WILMINGTON, NORTH CAROLINA
FILE No. 293E