19850024 Ver 1_COMPLETE FILE_19850415

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. Box 1890
WILMINGTON, NORTH CAROLINA 28402.1890
IN REPLY REFER TO
Regulatory Branch
April 5, 1985
RECEIVED
SUBJECT: File No. SAWC085-N-069-0077 APR 1 5 1985
WATER QUALITY SECTION
OPERATIONS BRANCH
Mr. Earl Sadler
Post Office Box 14A
Lowland, North Carolina 28552
Dear Mr. Sadler:
Reference your application for a Department of the Army
permit to excavate three boat basins on Goose Creek off the
Pamlico River at Fulford Point in Pamlico County, North Carolina.
Your proposal to excavate at all three sites has been
reviewed and found to be inconsistent with the provisions and
objectives of general permit No. SAWCO80-N-000-0291.
Authorization is not provided for excavation at site 2. State
authorization was provided for excavation of the channels, canals
and basins indicated as sites 1 and 3 on your plans, and this
limited work is consistent with our general permit. Therefore,
you may commence construction activity at sites 1 and 3 only, and
the work must be 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 N. C.
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. Ernest Jahnke,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
0

"SIw -2-
Copies Furnished with copy enclosure:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
ATTN: CAM04, 439 W. York Street
Norfolk, Virginia 23510
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
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Lee Pelej
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. Nelson Paul
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
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Permit Class Permit Number
New STATE OF NORTH CAROLINA 40-85
- Department of Natural Resources and Community Development
and
' Coastal Resources Commission
erM t C el
VO
for /!PJ9
X Major Development in an Area of Environmental
Concern pursuant to NCGS 113A-118 *'" - 1985
0)t ???
o Excavation and/or filling pursuant to NCGS 113-229
C'
Issued to Earl Sadler, Box 14A, Lowland, NC 28552
authorizing development in Paml i co county at Goose_ Creek, off SR 1233 near
Ful ford Point as requested in the permittee's application dated 1 /16/84 i nc1 udi nq
attached plats, 2, site plan revised, dated rec 11/29/84 and cross-section-vicinity map,
no date.
This permit, issued on is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) This permit does not authorize the excavation of the channel, canal or
basin shown as site 2 on the attached plats and is hereby deleted. Work
at sites 1 and 3 is authorized.
(2) No wetland vegetation will be excavated or filled.
(3) Excavation will not exceed a depth of three feet below the elevation of
normal water.
(4) All excavated materials will be confined above MHW and landward of regularly
or irregularly flooded marsh, behind adequate dikes or other retaining
structures to prevent spillover of solids into any marsh or surrounding
waters.
(5) All spoils must be adequately stabilized within 30 working days of placement.
(6) All basin and/or ditch slopes must be left at an angle which may be provided
with a vegetative cover (or other) and stabilized within 30 working days
of completion.
(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, 1988
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
Office of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Earl Sadler Permit #40-85
Page 2 of 2
ADDITIONAL CONDITIONS
(7) A 30' vegetated buffer strip will remain between any constructed dwelling
or impervious area and the adjacent waters.
NOTE: The owners of Lots No. 1 and 3 should be advised that any future construction
should not exceed a 10% impervious area (A modification of this permit
may be required for future construction. A representative of the Division
of Coastal Management in Morehead City should be notified prior to its
initiation). Both owners should also practice a locked-head policy to
prevent waste from being discharged from boats docked in their basins.

?I P/ 'Y?..4.J ;d•-'? V .i.r. ?,rr ??? ?N '?
APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
t
Department of Administration State of North Carolina Department t""'
46-12) Department of Natural Resources and Community Development Corps of En Wilm DtstrfeE-=:r.:
(GS 1
(GS 113-229,143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 20
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 5A2)4E/L Ei42L
Last First Middle
B. Address
Street, P. O. Box or Route
I-ow44AIL) AA G . Z 8S1-7, City or Town State Zip Code Phone
II. Location of Proposed Project:
A. County PWM4144
B. 1. City, town, community or landmark 45kl-FD/2L3 l111T?
2. Is proposed work within city limits? Yes No J?
C. Creek, river, sound or bay upon which project is located or nearest mamed body of water to project Am" «EE?
Ill. Description of Project
A. 1. Maintenance of existing project 2. New work 3 BD?/r
B. Purpose of excavation or fill I? o" is'
3
1. Access channel © length width /-depth
?t 16 ?•
2, Boat basin length ?? width s depth ??
3. Fill area length width depth
4. Other length width depth
C. 1. Bulkhead length Average distance waterward of MHW (shoreline) AA
2. Type of bulkhead construction (material)
D. Excavated material (total f project)
1. Cubic yards © -to 't& SL 13 *'14 2. Type of material SAA/.C?1/ GO,an?
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards A&WE 2. Type of material _ q/-&
IV. Land Type, Disposal Area, and Construction Equipment:.

A. Does the area to be excavated include any marshland, swamps or other wetland? Yes V ». No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No Vol,
C. Disposal Area TkUGK 0 70- A161f 6&=Alb
1. Location
2. Do you claim title to disposal area! NE5
D. Fill material source if fill is to be trucked
E. How will excavated material be entrapped and erosion controlled? 71 J_W _SPM .A IAI At 44AZ4
F. Type of equipment to be used
G. Will marshland be crossed in transporting equipment to project site? If yes, explain ON A110 cg- f ITIAI suif.a.
IIE T ASE USEb JMW DWWAIE
1=-g 1
Intended Use of Project Area (Describe)
A. 1. Private PQ/0A7E LOTS
2. Commercial
3. Housing Development or Industrial
4. Other
B. 1. Lot size(s) 3 467-s
L t
2. Elevation of lot(s) above mean high water +
3. Soil type and texture Y "&M
4. Type of building facilities or structures DOVE LOSE Al ON S/ TE a
7 iat/GS
5. Sewage disposal and/or waste water treatment A. Existing AMAM Planned J5610724
B. Describe 42140VE2 OF MEN GOT " AAW 01115E
6. Land Classification (circle one) DEVELOPED ANSITIO 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 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
2. Type of discharge LJATE2
3. Location of discharge
VII. Present rate of shoreline erosion (if known): Al
VIII. List permit numbers and issue dates of pre/vious Department of Army Corps of Engineers or State permits for
work in project area, if applicable: ?f
IX. Length of time required to complete project: DIVE MDNZW
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 V 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 /-/7-,P*
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.
og(4ce W oe-NV E4R G S.40 44&
/,35 NEW/TT 131-V4. /34r1r /AA
CENTER YMAICNES ,? Y Gowt?4N,D, N .
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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.
XII. 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, filling, and land clearing.
DATE J-/6-84 [ n
Applicant's Signature
dhP-1j2 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
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DIVISION OF ENVIRONMENTAL MANAGEMENT
January 30, 1985
MG'MnD ANYM M
TO: Bill Mills
Operations Branch
THROUGH: Jim Mulligan, Regional Supervisor ?4W
Washington Regional Office
FROM: William J. Moore, Environmental Engineering Tech
Washington Regional Office - WaRO
SUBJECT: Joint Public Notice
Earl Sadler
Pamlico County
The following determination has been made regarding the subject project:
CIA 401 Water Quality Certification will be required.
MA 401 Water Quality Certification will not be required.
?..:3 See additional comments below.
The applicant proposes to excavate three boast basins on.lots located adjacent
to Goose Creek near Holly Point. No objections.
WJM/ekw
cc: Nelson Paul
REC E,Iv ED

wa7Ea 't?ECpri
C OFF ICE OF COASTAL MANAGEMENT long. 76'36'3 0
FIELD INVESTIGATION REPORT
1. Applicant's name Earl Sadler
. Location of project site Goose creek, o f f SR 2233 near Hotly Point, Pamlico
2
County X
3. Investigation type: Dredge &Fill CAMA
4. Investigative procedure: (A) Dates of site visit 12-12-84
(B) Was applicant present .„„ _
Office
5. Processing procedure: Application received pa1o=a_4_ tz?
b,. Site description: (A) Local Land Use Plan
Land classification from LUP
Development constraints identified in LUP ?!Qux;" re
n11n>>S nrrvsS r1rn?P ,,,,7e f? r, g
. Estuarine shoreline x
(B) AEC(s) involved: Ocean Hazard public trust waters x
Coastal wetlands__ X
Estuarine waters X Other
No X Other
(C) Water dependent: Yes
Private X Commercial
(D) Intended use: Public
(E) Type of waste water treatment: Existing
Planned e tic t nk
(F) Type of structures: Existing. mobile home
Planned unknown
(G) Estimated annual rate of erosion r Source A S CS
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
Mixed marsh: black ndlrush, salt
bass, saw gress, salt meadow gr. sq.ft.
salt reed grass
(B) Non-vegetated wetlands:
.shallow brackish water habitat 2900 sq.ft.
(C) Other:
highground basins 3904 sq.ft•
22,000 sq.f
highground fiZZ/di•sturbed area
(D) Total area disturbed: 281664 sq• f tcavate three boat basins at ad?jaeent
8. Project summary A Zican.t proposes to ex Pamlico County
lots located near Goose Creek off. SR 1233 near Holly Point,
4
9.' Narrative descri tion
The applicant is submitting this application on behalf of three
lot owners in a subdivision he has developed adjacent to Goose
Creek off SR 1233 near Holly Point in Pamlico County. The subdi-
vision is known as Holly Point Shores Subdivision. The lots on
which the development is proposed total about six acres and are
about 2-3' in elevation. The shoreline is characterized by a low,
eroding clan bank interrupted by extensive marsh fingers which ex-
tend into the high ground. At this time, Site No. Z is bulkheaded
and contains a double-wide mobiZe.home, serviced by a septic tank
system.
The marsh fingers contain a mixed high marsh composed of black
needZerush, salt grass, sawgrass, salt meadow grass and salt reed
grass. The adjacent high ground is either in a state of distur-
bance, or contains pioneer grasses, myrtle, or pine.
The applicant is proposing to excavate three boat basins connected
onto Goose Creek. Site No. Z involves the excavation of a 16' wide
by 80' long channel which will terminate in a Z6' wide by 25' Long
"T" shaped basin at its uppermost end. Excavating the.channeZ will
involve the disturbance of 480 sq.ft. of shallow, brackish water
habitat and the disturbance of 2200 sq.ft. of adjacent high ground.
Site No. 3 is similar to Site No. Z in that the basin is proposed
entirely in high ground and involves a 16' wide by 95' long access
channel which will terminate in a 20' long by 40' wide "T" shaped
basin." Again, 480 sq.ft. of shallow water habitat will be involved
in the excavation and another 1200 sq.ft. of high ground will be
disturbed in constructing the access channel and basin.
Site No. 2 involves an access channel/highground basin type project,
but contains significant differences from Sites Z and 3. The proposed
channel will be patterened to an existing mosquito control ditch
which is fringed with a 50' wide border of mixed, irregularly flooded
marsh. The main access channel is proposed to be ZO' wide and will
follow the ditch for Z30'. At this point the channel will turn
and transect the fringe of marsh and will terminate upon reaching
the high ground into a 24' wide by Z6' long highground basin. The
excavation will involve 940 sq.ft. of shallow, bracJdsh water habi-
tat, 860 sq.ft. of mixed, irregularly flooded marsh, and 384 sq.ft.
of highground area. For all three projects sp?iZ is proposed to
be placed directly into trucks and transported discreet locations
on the site and in some cases disposed of on Holly Point Road.
10. Anticipated impacts
.Constructing all three of these boat basins will involve the'dis-
turbance of 3,904 sq.ft. of highground area, Z,900 sq.ft. of shaZ
low, brackish water area, and 860 sq.ft. of high marsh composed
of black needZerush, salt grass, sawgrass, salt meadow grass and
salt reed-grass. Adjacent waters support commercial fisheriy popu-
Zations of shrimp, blue crabs; spot, broaker, trouEand various

ft
other finfish. Coastal wetlands perform vaZuabZe 2
foraquatichand
estuarine system, providing a food
terrestriaZ wiZdZife, and water quality services to the adjacent wa-
ters.
Submitted by Nelson-Paul Date Dec. 17,_Z984
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EAST CAROLINA UNIVERSITY -
REGIONAL DEVELOPMENT INSTITUTE
Wilms Building - Corner First and Re L10 Streets
Greenville, North Carollil:i 27834
Phone [phone]
January 13, 1984
District Engineer
Wilmington District Corps
of Engineers
P.O. Box 1890
Wilmington, NC 28402
Dear Sir:

y
Enclosed you will find an application to excavate and/or fill submitted by
Mr. Earl Sadler of Lowland, North Carolina. Mr. Sadler is acting as agent for
three separate landowners to whom he has recently sold lots. Letters certifying
this fact are attached with the application. The project site is located at the
waterward end of Holly Point Road which intersects with S.R. 1233 near Fulford
Point on Goose Creek in Pamlico County.
Site one calls for an eighty foot access channel from 30' waterward of MNTL into
Goose Creek to 50' landward of the MWL. The width of this excavation is to be
16'. This channel will end in a "T" shaped boat basin 25' long and 16' wide.
The excavations for the entire project is to a proposed 3' depth below M6'L.
All spoil is to be trucked away to a high ground disposal site. There is no
marsh grass involved in the site one proposal.
The site two proposal involves deepening an existing mosquito ditch from Goose
Creek for 100' landward, then extending some 50' towards Holly Point Road where
a 24' x 16' basin will end excavations. In addition, the dragline will extend
its boom to include a 30' portion into Goose Creek, where there is a 3' water
depth. (This will be necessary for sites one and three as well.) Black
needlerush marsh flanks both sides of the access channel on site two, thereby
necessitating the need for mats along this portion of the project. The basin
area (24' x 16') is the only part that does not at present contain marsh.
Site three involves a 95' x
basin. Like the others, an
to attain a 3' water depth.
away.
16' access channel abating in a 40' x 20' "T" boat
extension of 30' into Goose Creek will be necessary
As mentioned earlier, all spoil will be trucked
Co.,.ho., t;m%r•i;ty ?•? a r,. c.t tt Ut'n( nt•.I; I?: h?•t• ?1 I'?• .ii !. ;n•.
f

District Engineer
page 2
January 13, 1984
It is hoped that the above description together with the application and
drawings will present a clear indication of the proposed work to be done. If
there are questions that arise, please contact me at 757-6650.
Sinc rely,
ll Powell
?.
Enclosure
by/cl

r •
PERMIT TO EXCAVATE AND/OR FILL
EASEMENT IN LANDS COVERED BY WATER
LICATION
FOR j
I?
WATER QUALITY CERTIFICATION
CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina
(GS 146-12) Department of Natural Resources and Community Development
(GS 113.229, 143.215.3(a)(1), 143-215.3(c), 113A-118
V'
t
Department of the Army
Corps of Engineers, Wilmington District-
(33 CFR 209.3203791,
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
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1. Applicant Information
A. Name .s/4 DG E2 gAlZ L
Last First Middle
B. Address ?
Street, P. O. Box or Route
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County P'4rnL1La
B. 1. City, town, community or landmark 1=UGF41126 Zb/A/7-
2. Is proposed work within city limits? Yes No _1G_
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project ?lDOS? ?,Ef.JG
Ill. Description of Project
A. 1. Maintenance of existing project 2. New work 3 Bow B,46/!t/S
B. Purpose of excavation or fill g X30; /G .31
!s•
1. Access channel © length /-25" width- !_' -depth -'
2. Boat basins length zg' width "4'
, To depth ?
3. Fill area 1,10, length width f depth
4. Other length width depth
C. 1. Bulkhead length Average distance waterward of MHW (shoreline) AJ 4-
2. Type of bulkhead construction (material) /1/ A—
D. Excavated material (total f r project)
1. Cubic yards C f 0 It = /3 SF-ye- L 2. Type of material __,5"Zy U-AM
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards /NONE 2. Type of material
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No ?
C. Disposal Area
1. Location uC'0 /O [?jt/ALA
2. Do you claim title to disposal area?_ '-/E'S
D. 17iII material source if fill is to be trucked in
E. How will excavated material be entrapped and erosion controlled? A911- SPAS A IAA Gd4tt / Af1fS
O /61 b/1ouAIlb
F. Type of equipment to be used DIPAE1L/NE - BUU, DO 7,9P
G. Will marshland be crossed in transporting equipment to project site? If yes, explain _N S/TE ?0. MAD' !//LL
?(ArE Ta 136 UsEO Fog Di LINE
0& F•81
lktv- 10/78
Iritended Use of ProjeAArealDescribe)
AA. Private- P•2/t1A?C Z DTS
2. Cdercial
3. Housing Development or Industrial
4. Other
B. 1. Lot size(s) ?? t1C tQ S C 3 46TS)
2. Elevation of lot(s) above mean high water +I r - t3 r
3. Soil type and texture -SAA16 `/ "AM
a
4. Type of building facilities or structures 6NE DWECUAI!! 0A-1 .517-6
S. Sewage disposal and/or waste water treatment A. Existing.UbAld Planned _Sr=P?/G 7AN7G.S
B. Describe 120"462 Of 4544.H L.oT PTV/AE
6. Land Classification (circle one) DEVELOPED ANSI f10, 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 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
2. Type of discharge 47012M kid IT /2
3. Location of discharge
VII. Present rate of shoreline erosion (if known):
Vlll. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: Nf A
IX. Length of time required to complete project: OIVE !Y)Dit/T Z
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 torthe 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% 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 /-/ 7- X54
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.
gRucE GJOLJV t/ E 4gt? S A6 e,512-
/ 35 114 al TT 8L VD, f3?X /Y?r4
GENTE,Q rne2ictaES . r?/-Y. Gawc.4ND, /V 6 .
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolinas approved coastal management program and will be conducted in a
manner consistent with such program.
XII. 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, filling, and land clearing.
DATE (y? -- -
Applicant's Signature
'&F-B2 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1860
WILMINGTON, NORTH CAROLINA 28402.1860
February 8, 1985
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC085-N-069-0077
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:
'r C INFO
FFB ? ? 1985
WATER C?U?LITy
OPFFt"I T10 "VS a ?C40,V
h
Reference the application of Mr. Earl Sadler for a Department
of the Army permit to excavate three boat basins on Goose Creek
off the Pamlico River at Fulford Point in Pamlico 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. This permit does not authorize the excavation of the
channel, canal or basin shown as site 2 on the plans
submitted with the application dated January 16, 1984. Work
at sites 1 and 3 is authorized.
b. All excavated materials will be placed and confined
landward of the normal water elevation contour and any
irregularly flooded marsh vegetation.
c. No wetland vegetation will be excavated or filled.
d. Excavation will not exceed a depth or three feet below
the elevation of normal water.
Questions or comments may be addressed to Mr. Ernest Jahnke,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
1W
-2-
Copies Furnished:
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
Division of Coastal Management
Morehead City Regional Office
North Carolina Department of
Natural Resources and
Community Development
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
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Sheppard N. Moore
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. Nelson Paul
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 769
Morehead City, North Carolina 28557

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
January 7, 1985
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC085-N-069-0077
Mr. Earl Sadler
Post Office Box 14A
"Lowland, North Carolina 28552
Dear Mr. Sadler:
On January 27, 1981, we issued 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 December 19, 1984, for
a Department of the Army permit to excavate three boat basins on
Goose Creek off the Pamlico River at Fulford Point in Pamlico
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 Office 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, previously assigned No. SAWC084-N-069-0089, has been
RECEIVED
15235
I`lATER Quiii_ITY SECTION'
OPERXl'!()NS' _RANCH'

4
reassigned No. SAWC085-N-069-0077 and will be coordinated by
Mr. Ernest Jahnke, telephone (9'19) 343-4467. He is available to
address questions or comments you may have.
Sincerely,
Charles W. Hollis
Mr. John Parker Ms. L.'K. (Mike) Gantt
Office of Coastal Management U. S. Fish and Wildlife Service
North Carolina Department of Post Office Box 25039
Natural Resources and Raleigh, North Carolina 27611-5039,
' Community Development
Post Office Box 27687 Mr. Randy Cheek
Raleigh, North Carolina 2761.1-7687 National Marine Fisheries
t; Service, NOAA
Mr. William Mills Post Office Box 570
Water Quality Section Beaufort, North Carolina 28516
Division of Environmental
Management Mr.-Sheppard N. Moore
y North Carolina Department of Environmental Review Section ,
Natural Resources.and Environmental Assessment Branch
Community Development U. S. Environmental Protection Agency
Post Office Box 27687 345 Courtland Street, N. E.
Raleigh, North Carolina 27611-7687 Atlanta, Georgia 30365
Mr. Charles Jones Mr. Nelson Paul
Morehead City Regional Office. Morehead City Regional Office
North Carolina Office of North Carolina Office of
Coastal Management Coastal Management
Post Office Box 769 Post Office Box 769
Morehead City, North Carolina 28557 Morehead City, North Carolina 28557

"T 0011-C
Apr" a UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional Office
9450 Koger Boulevard
St. Petersburg, FL 33702
January 11, 1985 F/SER111/LHH
919/728-5090
Mr. Charles W. Hollis
Chief, Regulatory Branch
Wilmington District, Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402
Dear Mr. Hollis:
The National Marine Fisheries Service has reviewed Public Notice
85-N-069-0077(GP) dated December 19, 1984, whereby Mr. Earl Sadler proposes
to excavate three boat basins along Goose Creek, Pamlico County, North
Carolina.
We do not object to the proposed basins at sites #1 and #3, however,
based on our analysis of the enclosed report, we have determined that
the impacts to wetlands at site #2 will be lessened if the basin access
channel is constructed on a straight line into Goose Creek rather than
turn and follow the existing ditch as depicted. Therefore, we recommend
that the above stated modification be incorporated into any issued permit.
We appreciate the opportunity to provide these comments.
Sincerely yours,
Richard J. Hoogland
Chief, Environmental Assessment
Branch
Enclosure
cc: FWS, ATLA, GA
FWS, Raleigh, NC
EPA, ATLA, GA
NCDNRCD, Raleigh, NC
NCDNRCD, Morehead City, NC
F/ER11
RECEIVED
n5 ;-q, ''C
I'M TER
(1ui;.I iY SECTION
0PEi)AT10 V;; r?ANCH
a
Lat. 39 Z9 50"
long. 760 36` 30 "
OFFICE OF COASTAL MANAGEMENT 9•
FIELD INVESTIGATION REPORT
1. Applicant'.s name EarZ Sadler
2. Location of project site Goose Creek; off SR 2233 near Hotly Point, Pamlico
County X
FiII
3. Investigation type: Dredge & CAMA
Z2-Z2-84
4. Investigative procedure: (A) Dates of site visit
(B) Was applicant present.__-__0 ___
Office
5. Processing procedure: Application received '11-9 -A_4 -
Pamlico. County
6.' Site description: (A) Local Land Use Plan
• Land classification from LUP
Development constraints identified in LUP
+t,o,? .?? ?o? re
- - - •_ ,.. ,.....i n i. -f' C 7. YI. (i I a r ? n 17 Y? O J1 2' h.
. Estuarine shoreline x
(B) AEC(s) involved: Ocean Hazard public trust waters _____X
Coastal wetlands X ether
Estuarine waters=
No X _ Other
(C) Water dependent:. Yes _
Private X Commercial
(D) Intended use: Public _
(E) Type of waste water treatment: Existing
Planned e tic-tank
(g) Type of structures: Existing. mobile home
Planned unknown
Source ASCS
(G) Estimated annual rate of erosion 2'/u r
7, Habitat description: AREA
Filled Other
.
(A) Vegetated wetlands: Dredged
mixed marsh- black ndtrush. salt
rass, saw gress, salt meadow gr• 860 sq.ft•
salt reed gra&v
_ C
0984
(B) Non-vegetated wetlands:
shallow brackish water habitat. Z900 sq. ft: ,?
-------------
?'--- • .
--------------
- ------------ -
(C) Other:
h i ghg r oun d basins 3904 sq. f t
high round ,fiZZ/disturbed area 22,000 sq.f
(D) Total area disturbed: 28,664 sq.ft.
A Zicant proposes to excavate three boat basins at adjacent
-Tr ewe s 3 „- 3 E3 n t r n,
SR 1233 near , o y Putnt, -z- +
lots located near Goose Creek off
9. Narrative description
The applicant is submitting this application on behalf of three
Lot owners in a subdivision he has developed adjacent to Goose
Creek off SR 2233 near Holly Point in Pamlico County. The subdi-
vision is known as Holly. Point Shores'Subd'ivision. The lots on
which the development is proposed total about six acres and are
about 2-3' in elevation. The shoreline is characterized by a low,
eroding clay bank interrupted by extensive marsh fingers which ex-
tend into the high ground. At this time, Site No. Z is buZkheaded
'SfF and contains a doubZe-wide mobile home,.serviced by a septic tank
1 system.
The. marsh fingers contain a mixed high marsh composed of black
needZerush, salt grass, sawgrass, salt meadow grass and salt reed
grass. The adjacent high ground is either in a state of distur-
bance, or contains pioneer grass"es, myrtle, or pine.
The applicant is proposing to excavate three boat basins connected
onto Goose Creek. Site No. Z involves the excavation of a Z6' wide
by 80' tong channel which will terminate in a Z6' wide by 25' tong
"T" shaped.basin at its uppermost end. Excavating the channel will
involve the disturbance of 480 sq.ft. of shallow, brackish water
habitat and the disturbance of 2200 sq.ft. of adjacent high ground.
Site No. 3 is similar to Site No. Z in that the basin is proposed
entirely in high ground and involves a 16' wide by 95' long access
channel which wilt terminate in a 20' long by 40' wide 'ITn shaped
basin. Again, 480 sq.ft. of shallow water habitat will be involved
in the excavation and another 2200 sq.ft. of high ground wilt be
disturbed in constructing the access channel and basin.
Site No. 2 involves an access channeZ/highground basin type project,
but contains significant differences from Sites Z and 3. The proposed
channel wilt be patterened to an existing mosquito control ditch
which is fringed with a 50' wide border of mixed, irregularly flooded
marsh. The main access channel is proposed'to be to' wide and wilt
follow the ditch for Z30'. At this point the channel will turn
and transect the fringe of marsh and wilt terminate upon reaching
the high ground into a 24' wide by Z6' long highground basin. The
excavation wilt involve 940 sq.ft. of shallow, bracldsh water habi-
tat, 860 sq.ft. of mixed, irregularly flooded marsh, and 3,84 sq.ft.
For all three rojects s iZ is proposed to
'of highground area.
be placed directly into trucks and transported,discreet locations
on the site and in some cases disposed of on Holly Point Road.
Z0. Anticipated impacts.
Constructing all three of these boat.basins will involve the dis-
turbance of 3,904 sq. ft. -of highground area, Z, 900 sq. ft. of shal-
tow, brackish water area, and 860 sq.ft. of high marsh composed
of black needZerush, salt grass, sawgrass, salt meadow grass and
salt reed grass. AZISacent watuv'S s' crt eew;ne aia f' Gheriu popu-
Zations of shrimp, blue crabs,. spot, croaker, troutand various- -
other finfish.. Coastal wetlands perform a valuable function to the.
estuarine system, providing a food source and habitat for aquatic and
terrestrial wildlife, and water quality services to the adjacent wa-
ters.
Submitted by Nelson PauZ Date Dec. Z7, Z984
.. ,. ... Y .... .. ........_. .. ..
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EAST CAROLINA UNIVERSITY
REGIONAL DEVELOPMENT INSTITUTE
Willis Building Corner first and Reade Streets
Greenville. North Carolir.3 27834
Phone [phone]
January 13, 1984
District Engineer
Wilmington District.Corps
. of.Engineers
P.O. Box 1890
Wilmington, NC 28402
Dear Sir:

5o??S
y
F
6 t? ' ILZ
Enclosed you will find an application to excavate and/or fill submitted by
Mr. Earl Sadler of Lowland, North Carolina. Mr. Sadler is acting as agent for
three separate landowners to whom he has recently sold lots. Letters certifying
this fact are attached with the application. The project site is located at the
waterward end of Holly Point Road which intersects with S.R. 1233 near Fulford
Point on Goose Creek in Pamlico County.
Site one calls for an eighty foot access channel from 30' waterward of YWL into
Goose Creek to 50' landward of the MWL. The width of this excavation is to be
16'. This channel will end in a ''T" shaped boat basin 25' long and 16' wide.
The excavations for the entire project is to a proposed 3' depth below MWL.
All spoil is to be trucked away to a high ground disposal site. There is no
marsh grass involved in the site one.proposal.
The site two proposal involves deepening an existing mosquito ditch from Goose
Creek for 100' landward, then extending some 50' towards Holly Point Road where
a 24' x 16' basin will end excavations. In addition,.the dragline will extend
.its boom to include a 30' portion into Goose Creek, where there is a 3' water
depth. (This will be necessary for sites one and three as well.) Black
needlerush marsh flanks both sides of the access channel on site two, thereby
necessitating the need for mats along this portion of the project. The basin
area (24' x 16') is the only part that does not at present contain marsh.
Site three involves a 95' x 16' access channel abating in a 40' x 20' "T" boat
basin. Like the others, an extension of 30' into Goose Creek will be necessary
to attain a 3' water depth. As mentioned earlier, all spoil will be trucked
away.

Unrvr, 5I ty iti a i i,?IS tiRnvit in,tituh„r, ,?t I I:+? ;t?•.

District Engineer
page 2
January 13, 1984
It is hoped that the above description together with the application and
drawings will present a clear indication of the. proposed work to be done. If
there are questions that arise, please contact me at 757-6650.
Sinc rely,
1.1 Powell
Enclosure
by/cl
O Q J I ? 'g
L APPLICATION ! `?""•aa?.{
FOR }I j
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 Department of the.Army
(GS 146-12) Department of Natural Resources and Community Development Corps of Engineers, Wilmingtonn'Dktrtct-w";..
(GS 113-229, 143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 20913241;3391-:--
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 t
A. Name ..SAD 4 E/Z EA /Z t-
.;, Last First Middle
B. Address f
Street, P. O. Box or Route
40AJ4 4A/8 ?: Z 8S3r`L -741C-336 z.
City or Town State Zip Code Phone
11. Location of Proposed Project:
_D
4r71L/LO
A. County
B. 1. City, town, community or landmark J=u4lcelab ?jjSM
2. Is proposed work within city limits? Yes No _j_
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project ?IDOS? Cl2,EE/C.
111. Description of Project
A: 1. Maintenance of existing project 2. New work ,cg&IoV5
B. Purpose of excavation or fill g po' /L 3
© g 1
1. Access channel th
3o width 14 3 ;
en g
depth
2. Boat basin length Zu' width -t?'depth3?
3. Fill area length -width width zo# depth 3?
4. Other length width ; depth
C. 1. Bulkhead length,d[064=_ Average distance waterward of MHW (shoreline)-/V .4-
2. Type of bulkhead construction (material) All
D. Excavated material (total f r project)
1. Cubic yards ? f t8 s /3 *"/- 2. Type of material 514AIZV C4?4nA
E. Fill material to be placed below MHW (see also VI. A) /
1. Cubic yards, A10AIC 2. Type of material N-) i*"
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No ?
C. Disposal Area
1. Location 77NI D 167 hf fil?eUtila
2. Do you claim title to disposal area?- YES -
D. Fill material source if fill is to be trucked in -.&/&
E. How will excavated material be entrapped and erosion controlled? 77 Re n264 I1 40a 4AZ4S
061 . NVAr h #01CA b
F. Type of equipment to be used _DjfA17G1NE ?3lIGL b0?.
G. Will marshland be crossed in transporting equipment to project site? If yes, explain OAI 51T? ® /YPATS W/GL
H&g Ta t3E use F62 uA
D? I? -61
Fkty. 10/78
L intended Use of Project Area (Describe)
A. 1. Private Pie1d,4- LATS
2. Commercial
I. Housing Development or Industrial
4. Other
3 G47"S?
B. 1. Lot size(s) /_ 4 4C42-14-9
2. Elevation of lot(s) above mean high water +f
3. Soil type and texture S0+660 V Ld AM
4. Type of building facilities or structures 6AIE AD10,611VA/6 AU .5176 (2)
S. Sewage disposal and/or waste water treatment A. Existing..A&ME. Planned .-, P??G TN/GS
B. Describe dt AAE OF 444H Z47- M /02DVlA
6. Land Classification (circle one) DEVELOPED _ANSITIO COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis)
Vt. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes 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
2. Type of discharge. -6V ,Rm Am 7-,62
,
3. Location of discharge- --,VIA-
VII. Present rate of shoreline erosion (if known): Al I&
VIIL' List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: NZA
IX. Length of time required to complete project: ONLY "At 72/
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'/z 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 1-17-94-
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.
-Al WOe y E-4kc SAdtZ/Z
/j5 gkAll T T RL1/A. I3,fX
_ CENTER rltelLICNPS . V.V• Gowt.?ND? /V 6 .
//93j4 01 p'SSol
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. 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, filling, and land clearing.
DATE n i? c?P9?
Applicant's Signature
del' b? SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
ift?. l Of 7sl

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT. CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402
February 8, 1984
In M=r"T xaren 1v
Regulatory Branch
SUBJECT: File No. SAWC084-N-069-00089
Division of Environmental Management
Water Quality Section
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611
Gentlemen:
Enclosed is a copy of the application of Mr. Earl Sadler for
a`Department of.the Army permit and a State Water Quality
Certification. 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. No
Department of the Army permit will 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. In accordance with our
regulations, if your agency has not acted on the request by
April 9, 1984, the District Engineer will deem that waiver has
occurred.
r
Questions or comments may be addressed to Mr. Ernest Jahnke,
telephone [phone].
Sincerely,
Charles W. Hollis Chief, Regulatory Br Eck
?1
Enclosure
,sf?P1
1 8 JAN W84
g? .
?D41
EASTICAROLINA UNIVERSITY
REGIONAL DEVELOPMENT INSTITUTE
Willis Building - Corner First and Reade Streets
Greenville, North Carolina 27834
Phone [phone]
January 13, 1984
District Engineer
Wilmington District Corps
of Engineers
P.O. Box 1890
Wilmington, NC 28402
Dear Sir:
IjLl-
Enclosed you will find an application to excavate and/or fill submitted by
Mr. Earl Sadler of Lowland, North Carolina. Mr. Sadler is acting as agent for
three separate landowners to whom he has recently sold lots. Letters certifying
this fact are attached with the application. The project site is located at the
waterward end of Holly Point Road which intersects with S.R.. 1233 near Fulford
Point on Goose Creek in Pamlico County.
Site one calls for an eighty foot access channel from 30' waterward of MWL into
Goose Creek to 50' landward of the MWL. The width of this excavation is to be
16'. This channel will end in a "T" shaped boat basin 25' long and 16' wide.
The 'excavations for the entire project is to a proposed 3' depth below MWL.
All spoil is to be trucked away to a high ground disposal site. There is no
marsh grass involved in the site one proposal.
The site two proposal involves deepening an existing mosquito ditch from Goose
Creek for 100' landward, then extending some 50' towards Holly Point Road where
a 24' x 16' basin will end excavations. In addition, the dragline will extend
its boom to include a 30' portion into Goose Creek, where there is a 3' water
depth. (This will be necessary for sites one and three as well.) Black
needlerush marsh flanks both sides of the access channel on site two, thereby
necessitating the need for mats along this portion of the project. The basin
area (24' x 16') is the only part that does not at present contain marsh.
Site three involves a 95' x 16' access channel abating in a 40' x 20' "T" boat
basin. Like the others, an extension of 30' into Goose Creek will be necessary
to attain a 3' water depth. As mentioned earlier, all spoil will be trucked
away.
rLI
East Carolina University is a constituent institution of The University of North Carolina
? p vnt;r ?w??
-? 41 Aar
EASACAROLINA UNIVERSITY
REGIONAL DEVELOPMENT INSTITUTE
Willis Building - Corner First and Reade Streets
Greenville, North Carolina 27834
Phone [phone]
January 13, 1984
District Engineer
Wilmington District Corps
of Engineers
P.O. Box 1890
Wilmington, NC 28402
Dear Sir:
'O A
i
7
Enclosed you will find an application to excavate and/or fill submitted by
Mr. Earl Sadler of Lowland, North Carolina. Mr. Sadler is acting as agent for
three separate landowners to whom he has recently sold lots. Letters certifying
this fact are attached with the application. The project site is located at the
waterward end of Holly Point Road which intersects with S.R.. 1233 near Fulford
Point on Goose Creek in Pamlico County.
Site one calls for an eighty foot access channel from 30' waterward of MWL into
Goose Creek to 50' landward of the MWL. The width of this excavation is to be
16'. This channel will end in a "T" shaped boat basin 25' long and 16' wide.
The excavations for the entire project is to a proposed 3' depth below MWL.
All spoil is to be trucked away to a high ground disposal site. There is no
marsh grass involved in the site one proposal.
The site two proposal involves deepening an existing mosquito ditch from Goose
Creek for 100' landward, then extending some 50' towards Holly Point Road where
a 24' x 16' basin will end excavations. In addition, the dragline will extend
its boom to include a 30' portion into Goose Creek, where there is a 3' water
depth. (This will be necessary for sites one and three as well.) Black
needlerush marsh flanks both sides of the access channel on site two, thereby
necessitating the need for mats along this portion of the project. The basin
area (24' x 16') is the only part that does not at present contain marsh.
Site three involves a 95' x 16' access channel abating in a 40' x 20' "T" boat
basin. Like the others, an extension of 30' into Goose Creek will be necessary
to attain a 3' water depth. As mentioned earlier, all spoil will be trucked
away.
rLAF
East Carolina University is a constituent institution of The University of North Carolina

r
District Engineer
page 2
January 13, 1984
it is hoped that the above description together with the application and
drawings will present a clear indication of the proposed work to be done. If
there are questions that arise, please contact me at 757-6650.
Sinc rely,
l P well
Enclosure
by/cl
low APPLICATION
FOR
y 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 Department of the Army
(GS 146-12) 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 CF. R.-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 Sf}a4E/Z J"/ZL
Last First Middle
. Address ?X /1/,l
B
Street, P. O..Box or Route
40 a,Z,9i1 l) Al. G . 7,, tfST 'L 141r-336 Z
City or Town State Zip Code Phone
II. Location of Proposed Project:
A. County ?igl11L/LO
B. 1. City, town, community or landmark EUL'54/2 6 X!/617-
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 Sz
III. Description of Project
A. 1. Maintenance of existing project 2. New work .3 4&'f7- ,6061Ns
B. Purpose of excavation or fill J Chi " is 3
'
"a '
' 3
1. Access channel length 1.2'F width /b' depth .3
'
2. Boat basin m length Y!' width 'b' depth - J.

3. Fill area 4"
length ZO
width 34
depth
4. Other length width depth
C. 1. Bulkhead length WA Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material) .f'
D. Excavated material (total f 9r project)
1. Cubic yards C If ltf? - 13 *1/- t 2. Type of material - Se4AM'l
.E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards BONE 2. Type of material /V &
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes ? No
B. Does the disposal area include any marshland, swamps or other wetland? Yes -No VI-11
C. Disposal Area
1. Location -)-ku'Gr 6'0 /O R161f ?ilLaunld
2. Do you claim title to disposal area? YES
D. Fill material source if fill is to be trucked in _ Ad,+-
E. How will excavated material be entrapped and erosion controlled? 77 Be 4PPea 4A IAI 4w 4AX4S
an! X161Y 6&U? f/
F. Type of equipment to be used DePAhuNE BUI-1, & JEk
G. Will marshland be crossed in transporting equipment to project site? If yes, explain OI?! SITE ©. l"AMS !1141.
HAKE Ta 06 USED F612 0016I.!A/E 11
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D&F•B1
Rev. 10/78
V. 4ritended Use of Project Area (Describe)
A. 1. Private_
2. Commercial
3. ?Pousing Development or Industrial
4. Other
B. 1. Lot size(s) d6P-ES ( 3 407 s
2. Elevation of lot(s) above mean high water +1 - 'f'3
'
3. Soil type and texture V GarFM
4. Type of building facilities or structures _6A AE ,6054 ?Al QA/ .51 TE:
5. Sewage disposal and/or waste water treatment A. Existing ,NAME Planned sPT/G 7ri?/GS
B. Describe 40A E2 OF EAf-d LA?- _M 8"VIDE
6. Land Classification (circle one) DEVELOPED ANSITION 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 No Vol"
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
2. Type of discharge ??M Lc)ATE/Z _
3. Location of discharge
VII. Present rate of shoreline erosion (if known): Al 7&
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: JVIA
IX. Length of time required to complete project: DOVE IYIWZH
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%z 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 publicatiorn(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 I isted below.
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XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity'complies
with the State of North Carolinas approved coastal management program and will be conducted in a
manner consistent with such program.
XI1. 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, filling, and land clearing.
j
DATE
Applicant's Signature
D&F-B2 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10/78
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