19860104 Ver 1_COMPLETE FILE_19860101

Permit Class
Minor
Modification
t
Permit Number
STATE OF NORTH CAROLINA 203-86
Department of Natural Community Development
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® Excavatio * ^?R1L. 12. 171b ?
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to NCGS 113-229
issued to _ George H. E1linwood, 2315 Myron Dr_., P.O. Box 10681, Raleiqh. NC 27605
authorizing development in Carteret County at Adams rreek a nff of SR 1121 niear
Merrimon at Indian Summer Estates requested in the permittee's application dated 4/29/85 i nr.l udi ng
attached plats, 3. w/sheet's1 and 2 of 2 dated revised 12/8/86 and shp?t 3 dated 5f211RF
This permit, issued on T_?• 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.
Channel and Basin Excavation
(1) This modification authorizes: a) the use of steel sheet pile in place
of wood b) reversing the basin plan thus constructing the ramp on the east
side and piers on- the west and c) shifting the basin, with no change in
dimension, approximately 10 feet westward as shown on the revised plat.
(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 DCM.
(3) Excavation will not exceed 6 feet below the elevation of mean low water
(MLW).
(4) Vegetated wetlands will not be excavated or filled.
(5) No excavated or fill material will be placed at any time in any marsh or
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. 1989
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-
vid W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

George H. Ellinwood Permit #203-86
Page 2 of 3
ADDITIONAL CONDITIONS
surrounding waters outside the alignment and fill area indicated on the
plat.
(6) 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.
(7) The disposal area effluent will be contained by pipe, trough or similar
device to a point at or below the NWL to prevent gully erosion and unnecessary
siltation.
(8) The terminal end of the pipeline will be positioned at or greater than
50' from any part of the dike and a maximum distance from spillways to
allow sediment of suspended solids.
(9) A water control structure will be installed at the intake end of the effluent
pipe to ensure compliance with water quality standards.
(10) 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.
(11) The diked disposal area will be constructed a sufficient distance from
the MHW level oriany marsh to eliminate the possibility of dike erosion
into or upon a marsh and/or surrounding waters.
(12) The temporary placement or double handling of excavated or fill materials
within waters or vegetated wetlands is not authorized.
Other Construction
(13) Riprap material used to construct jetties must be clean and free of toxic
residues. Riprap must be of sufficient size as to not be washed away by
wave action.
(14) The bulkhead, on the parameter of the basin, will be constructed in strict
accordance with permit plans.
(15) The permittee will maintain the authorized work in good condition.'and in
conformance with.the terms and conditions of this permit. The,•permittee
is not relieved of this requirement if he abandons the. permitted activity
without transferring it to a third party.
(16) The waterward end of pier will be marked with reflective tape or similar
material to reduce the likelihood of a boating accident.
Protection and Archaeological Resource
(17) In the event that archaeological resources are encountered, either underwater

George H. Ellinwood
00*
ADDITIONAL CONDITIONS
Permit #203-86
Page 3 of 3
or on the permittee's highground, all work will cease immediately and the
permittee or his agent will notify the Division of Environmental Management,
the Corps of Engineers and the Division of Archives and History. Additionally,
North Carolina G.S. 70, Article 3, The Unmarked Human Burial and Human
Skeletal Remains Protection Act, requires any individual discovering an
unmarked burial to report such a discovery to the county medical examiner.
The county medical examiner will determine if the remains are under his
jurisdiction. If not, the Chief Archaeologist, N.C. Department of Cultural
Resources, will be contacted.
(18) The permittee must post and enforce a no sewage discharge policy for the
boat basin.
(19) Living aboard boats docked at the marina is not authorized under this permit.
NOTE: Any additions to the basin facility that would commercialize the operation,
such as fuel dispensing or additional docks or pilings, would require
a modification of this permit.
VR?
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
November 7, 1986
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC086-N-016-0275
Mr. George H. Ellinwood
1416 Dixie Trail
Raleigh,. North Carolina 27607
Dear Mr. Ellinwood:
Reference your application for a Department of the Army permit
to excavate an access channel and basin area, install jetties, and
construct an L-head docking facility on Adams Creek, in Merrimon,
Carteret 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. David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure

-2-
Copies Furnished with enclosure:
--s
a )" Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
'r. 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. William L. Kruezynski, 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, NOAA
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. Nelson Paul
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
4W

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P811Ri9t`Class Permit Number
New STATE OF NORTH CAROLINA 203-86
Department of Natural Resbt`_ nd Community Development
Coi#&I. t6 rces 5Ca ission
i t.
Major ?7evclopmbnt;tn- at#onmental
h
Concernisuani-to_
4 Excavation todJojia?pft suaiti to NCGS 113-229
Issuedto George H. Ellinwood, 1415 Dixie Trail, Raleigh, NC 27607
authorizing development in Carteret County at Adams Creek, off of SR 1321 near
Merri mon at Indian Summer Estatesas requested in the permittee's application dated 4/29/86 including
attached plats, sheets 1 and 2 of 2 dated received 5/2/86 and 4/30/86, respectively.
This permit, issued on 10'1 /7' JS 6 , 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.
Channel and Basin Excavation
(1) 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 DCM.
(2) Excavation will not exceed 6 feet below the elevation of mean low water (MLW).
(3) Vegetated wetlands will not be excavated or filled.
(4) No excavated or fill material will be placed at any time in any marsh or
surrounding waters outside the alignment and fill area indicated on the
plat.
(5) 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.
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.
Ali work must cease when the permit expires on
December 31. 1989
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
George H. Ellinwood

ADDITIONAL CONDITIONS
Permit #203-86
Page 2 of-3
(6) The disposal area effluent will be contained by pipe, trough or similar
device to a point at or below the NWL to prevent gully erosion and unnecessary
siltation.
(7) The terminal end of the pipeline will be positioned at or greater than 50'
from any part of the dike and a maximum distance from spillways to allow
sediment of suspended solids.
(8) A water control structure will be installed at the intake end of the effluent
pipe to ensure compliance with water quality standards.
(9) 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 NTUs
or less are not considered significant.
(10) The diked disposal area will be constructed a sufficient distance from the
NNW level or any marsh to eliminate the possibility of dike erosion into
or upon a marsh and/or surrounding waters.
(11) The temporary placement or double handling of excavated or fill materials
within waters or vegetated wetlands is not authorized.
Other Construction
(12) Riprap material used to construct jetties must be clean and free of toxic
residues. Riprap must be of sufficient size as to not be washed away by
wave action.
(13) The bulkhead, on the parameter of the basin, will be constructed in strict
accordance with permit plans.
(14) The permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The permittee
is not relieved of this requirement if he abandons the permitted activity
without transferring it to a third party.
(15) The waterward end of pier will be marked with reflective tape or similar
material to reduce the likelihood of a boating accident.
Protection and Archaeological Resource
(16) In the event that archaeological resources are encountered, either underwater
or on the permittee's highground, all work will cease immediately and the
permittee or his agent will notify the Division of Environmental Management,
the Corps of Engineers and the Division of Archives and History. Additionally,
North Carolina G. S. 70, Article 3, The Unmarked Human Burial and Human
Skeletal Remains Protection Act, requires any individual discovering an
unmarked burial to report such a discovery to the county medical examiner.
The county medical examiner will determine if the remains are under his
jurisdication. If not, the Chief Archaeologist, N. C. Department of Cultural
Resources, will be contacted.
a
I's0,
George H. Ellinwood
W
ADDITIONAL CONDITIONS
Permit #203-86
Page 2 of 2
(17) The permittee must post and enforce a no sewage discharge policy for the
boat basin.
(18) Living aboard boats docked at the marina is not authorized under this permit.
NOTE: Any additions to the basin facility that would commercialize the operation,
such as fuel dispensing or additional docks or pilings, would require
a modification of this permit.
' Art'LILA 1 ION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATF. ZALITY 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 209.3(20.3(29()?
1 I I It 1 I
n
A"'" +986
Please type or print and fill in all blanks. If information is riot applicable, so indicate by placing 12,7
lhr---?r Ja L7 ?It 1
1. Applicant Information
A. Name El l i nwood Georee H.
Last First Middle . '
B. Address 14 1 6 i x i e '1' a i l
Street, P. O. Box or Route
Raleigh, North Carolina 27607 [phone]
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County Carteret
B. 1. City, town, community or landmark Me r r imo n (Indian Summer Estates)
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
Adams Creek ---
Ill. Description of Project
in
i
f x New work
2
ex
g project
st
A. 1. Maintenance o .
B. Purpose of excavation or fill
1. Access channel x length 5 0 0 ' width 4 0 ' depth - 6 ML F7
2. Boat basin x length 100' width 90 depth -6MLW
3. Fill area N/A length width depth
4. Other NSA length width depth
C. 1. Bulkhead length 2 5 0 Average distance waterward of MHW (sh oreline) 2 5 0 '
2. Type of bulkhead construction (material) Treated Timber -
D. Excavated material (total for project)
1 . Cubic yards 2335 2. Type of material s a n d
E. fill material to be placed below MHW (see also V1. A)
1. Cubic yards 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
R. Dues the disposal area include any marshland, swamps or other wetland? Yes No x
C. Disposal Area
1. Location Existing on side spoil area
2. Do you claim title to disposal area? y e s D. Fill material source if fill is to be trucked in no
E: How will excavated material be entrapped and erosion controlled? By existing berms (to be increased
if needed) and spillway with filter section
I..'Iypeof equipment tobe used Dragline and Dredge
6. Will marshland be crossed in transporting equipment to project site? If yes, explain No
D& F-B 1
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A..1.4Private Rnat basin and dockage facilities fo_rl sail boats
N 3 \
2. Commercial
3. Housing Development or Industrial
4. Other
S. 1. Lot size(s) 485' x 400' x 400' irregular triangle
2. Elevation of lot(s) above mean high water 4.5 x 5.0 average
3. Soil type and texture 12" topsoil A b a l a n c e sand-field
4. Type of building facilities or structures single family h o u s e
S. Sewage disposal and/or waste water treatment A. Existing x Planned
8. Describe Septic tank and drain
6. 'Land Classification`(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER _(See CAMA Local Land Use Plan Synopsis)
V1. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No x
6. 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): Stabilized with existing concrete and wooden
Vltl. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for bulkhead
work in project area, if applicable: 6 2 - 7 3
IX. Length of time required to complete project: 2-3 months
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 r i red pr
certified mail or by publication (G.S. 113-229 (d))Enter date served q/C6O BCo
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 Angst District Forester: Weyerhaeuser CO.,P.O.Box 1391,New Bern
North Carolina 28560
Leo Hammer Y U Box 992; Ashburo, North Carolina 27203
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 clearing.
DATE
Applicant's Signature
Kev. 10178 t.rC RC1'CRSC 5!?)C FOR MA!L!NG INST2'_'CTI'0N1-,
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PROPERTY OF GEORGE N. ELLINWOOD
CARTERET COUNTY NORTH CAROLINA
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DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
July 25, 1986
M E M O R A N D U M
TO: John Parker FROM: Bill Mills 9dow
SUBJECT: Application for CAMA Permit
George Ellinwood
Carteret County
The Subject application has been reviewed for water
quality impacts and the following comments are offered:
1. The project does require a 401 certification but
meets the requirements of General Certification
No. 1272 and No. 1273 for bulkheads and upland
spoil disposal areas, respectively.
2. The primary spoil disposal area is the only area
appropriate for disposal of spoils from the
hydraulic dredging. Removal of spoils from the
primary spoils area to provide additional capacity
should be done only after the spoils have been
adequately dewatered.
3. The basin should be restricted such that no more
than 10 boats can be docked at any time.
4. The following restrictions should be imposed to
assure sewage discharges do not occur to the SA
waters:
a.. Pumpout facilities must be installed.
b. A locked head policy must be established and
enforced.
co Live aboards and transient dockage shall be
prohibited.
d. Signs should be posted along docks
prohibiting overboard discharges of sewage
and addressing conditions in b. and c. above.
5. Riprap material used to construct jetties must be
clean and free of toxic residues. Riprap must be
of sufficient size as to not be washed away by
wave action.
BM/dkb
cc: Preston Howard
MEMORANDUM
DATE:
TO:
FROM:
THROUGH:
SUBJECT:
DIVISION OF ENVIRONMENTAL MANAGEMENT
July 14, 1986
Bill Mills
Operations Branch E ? ? B t ??
David. H. Cotton ?.' Wilmington Regional office 8G
JUL 15 1986
A. Preston Howard, Jr. /?I?Af}? QUALITY SECTION
Wilmington Regional Officer'
OPERATIONS BRANCH
Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
George H. Ellinwood - Adams Creek
Carteret County
The applicant proposes to maintain an existing channel and basin,
construct channel and shoreline jetties, bulkhead the basin, and 6
boat slips in addition to a boat house. The project is adjacent to
Adams Creek, classified SA and open to shellfishing.
The project has been reviewed to determine impacts to water quality.
The following comments are offered:
1. The project will require 401 certification, but should meet the
conditions of the general 401 certification for bulkheads and
hydraulic dredge disposal in the primary spoils area.
2. That the primary disposal area is the only area appropriate for
the disposal of spoils from the hydraulic dredging. The removal
of the spoils from the primary area to provide additional
capacity should be done only after spoils are dewatered.
3. At no time should this basin be modified to accommodate more
than 10 boats.
4. It is recommended that the following conditions be required to
protect the waters from fecal coliform violations:
a. That a pump out facility be installed.
b. That a lock head policy be established and enforced.
c. Live aboards and transient dockage not be allowed.
d. That signs be posed on the dock prohibiting overboard
discharge of sewage, and addressing conditions b and c
above.
5. The rock jetties should be constructed out of rip-rap material
in such size as not to be disturbed by wave action, and consist
of clean rock or masonry material free of debris or toxic
pollutants.
DHC:kc
CC: DCM - Nelson Paul
WiRO, CF
Lat. so 5/ 22
OFFICE OF COASTAL MANAGEMENT Long. 76 40 22
FIELD INVESTIGATION REPORT
1. Applicant's name GEORGE H. ELLI'MOOD
2. Location of project site Adams Creek near Merrimon. at the end of SR 1321-in
Carteret County. Photo ref. 43-328-21-0. P, n
3. Investigation type:* Dredge & Fill X CAMA X
4. Investigative procedure: (A) Dates of site visit 10-25-8
6
(B) Was applicant present yes ___
5. Processing procedure: Application received 5-9-86 Officerlorehead City
6. Site description: (A) Local Land Use Plan * Carteret Countv
Land classification from LUP Community
Development constraints identified in LUP none identified
(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
Planned none
(F) Type of structures: Existing. Residence and basin
•Plannednone
(G) 'Estimated annual rate of erosion 2-3/yr Sourcpersonal estimation.
(E) Type of waste water treatment: Existing Sen-tic tank
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
(B):• Non-vegetated wetlands:
subtidal shallow, brackish 3,250 sq.ft.
water area 20,000 sq.ft.
Existing boat basin 9,350 sq.ft.
.(C) Other:
a.
Highground disturbance / 54,400 ssLft.
ispoil disposal
(D) Total area disturbed: 87,000 sq.ft.
Pr',ojbct summary Applicant proposes tomaintain.an existing channel and basin, construct
channel and shoreline Jetties, a Qi(-r hnat house, and •-q1 i s, at z rnmrtlr _1? ?t:?? -
Ar?ams rsc-k near Merrimen at th(- end of SP 1321 in Cortnret rn„nt;rx
9.. Narrative description
The applicant's property is a 62-acre tract located at the end of SR
1321 on Adams Creek and Neuse River near Merrimon in Cart Fet County.
The property is divided into two tracts: a 3-acre parce? which is lo-
cated the applicant's residential structure, and a 59-ac e parcel ad-
joining to the north/northwest which is composed of woods and marsh.
In total, the applicant has approximately 2200 lin.ft. of shoreline
approximately 400' of which is bulkheaded in the vicinity of the resi-
dence. A 10-30' wide sandy beach or berm exists between the water
and land along the remaining shoreline footage.
The home tract is characterized by sandy soils on about 4' elevations.
The property is bulkheaded by a timber bulkhead on the east and a
stone bulkhead on the west. A steel sheetpile bulkhead exists in.
the mouth of the basin, the basin interior being unbulkheaded and
completely filled in at the mouth.
The basin and channel was dug between April 1973 and December 1974
which was covered by State Permit No. 62-73 issued to Mr. Leo R. Dixon.
In 1980, Mr. Wmn. J. Carroll secured a transfer and renewal of this
permit for maintenance of the basin mouth. According to current
photography, the channel is almost indiscernible since the previous
excavation.
The applicant is proposing to maintain the existing basin and channel
to -6' MLW. -The channel maintenance will be by hydraulic dredge,
with spoil being deposited in the previous diked disposal area east
of the applicant's residence and basin, and also in another diked
disposal area located on the western parcel about 500' of SR 1321.
Two combination wood/rock jetties will border the 40' wide channel
on either side and parallel this channel for 150' on the east side
and 250' on the west side. A 6' wide pier will be built over the
western jetty with a 10' by 40' "L" shaped dock at the end.
The basin will be excavated by dragline and spoil placed in the hy-
draulic dredging spoil area and between the basin and residence. The
basin will be bulkheaded, a boat ramp constructed'in the northern
corner, six slips constructed on the east side, and a 30' x 33' boat
house placed on the west side. Excavated materials will be used in
various places in the applicant's yard.
The western parcel is mostly woods, predomin,ently with pines, gum,
oak and myrtle. Some previously farmed fields on the parcel are
being overgrown with various scrub species. A marsh gut makes up
on the center of the parcel and consists of a natural 3-acre pond
surrounded by coastal wetlands, black needlerush and giant cordgrass.
A 20' wide to 100' wide sand berm separates this gut from Neuse River
and Adams Creek. The applicant is proposing to construct rock jetties
measuring 25' long by 6' wide by no more than 1' high along this 1800'
of shoreline. In total, 36 jetties are proposed though placement
1
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will be experimental and will not exceed-two per 100' in any one
location.
10. Anticipated impacts
This project will involve the excavation of approximately 3,000
cu.yds. of predominently sand material from 29,000 sq.ft. of pre-
viously altered channel and basin area. Another 1200 sq.ft. of
shallow estuarine area will be covered by the rock placement in
the channel/jetty construction. The piling placement and bulkhead
construction will produce some short term turbidity in the imme-
diate project area.
The placement of the rock jetties along the shoreline of the western
parcel will fill approximately 3600 sq.ft. of near-shore estuarine
area with about 72 cu.yds. of rock material. The loss of bottom
area may be offset by the habitat these structues can provide.
Highground disturbance for spoil disposal and leveling will involve
approximately 54,400 sq.ft. on the home tract and 120,000 sq.ft.
in the designated area on the western tract.
Adjacent waters are classified as SA by DEM and are open to shell-
fishing according to the Div. of Health Services.

Submitted by Nelson G. Paul Date May 28, 1986
t
PERMIT TO EXCAVATE AND/OR FILL
EASEMENT IN LANDS COVERED BY WATER
FOR PC?....`?
WAIF. IALITY CERTIFICATION
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 CFR 209.320.329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing / in Md n,7QC
1. Applicant Information
A.-Name E11inwcod George H
Last First Middle .
B. Address 1416 Dixie Trail - -
Street, P. O. Box or Route
Raleigh, North Carolina 27607 [phone]-_
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County Carteret
B. 1. City, town, community or landmark Merrimon (Indian Summer Estates)
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 protect
Adams Creek
Ill. Description of Project
A. 1. Maintenance of existing project x 2. New work
B. Purpose of excavation or fill
1. Access channel x It•nbth500' width 4 0 ' depth - 6 ML W
2. Boat basin x length ! 0 0' width 9 0 depth - 6 M L W
3. Fill area NSA length width depth
4. Other N/A length width depth
C. 1. pulkhead length 2 5 0 Average distance waterward of MHW (shoreline) 2 5 0 '
2. Type of bulkhead construction (material) Treated Timber
D. Excavated material (total for project)
1. Cubic yards 2335 2. Type of material s a n d
E. Fill material to be placed below MHW (see also V1. A)
1. Cubic yards D 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 x
S. Dues the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location Existing on side spoil area
2. Do you claim title to disposal area? y e s --
D: Fill material source if till is to be trucked in no
E: Now will excavated material be cntrappcJ and erosion controlled? By existing berms (to be increased
if needed) and spillway with filter section
ypc of equipment to he used D r a g 1 i n e and Dredge
Ci. Will marshland be crossed in transporting equipment to project site? If yes, explain Nn
D& F•81
Do. intlR
11 uVa LJ
A. 1, 1J1vr1C r.udL L1AJ 111 QllU UVLJ\d V IC L111L 1CJ I U L JCA
2.. Cummcrcial
3. Housing Development or Industrial
' 4. Other
0. 1. Lot size(s) 485' x 400' x 400' irregular trian'ele
2. Elevation of lot(s) above mean high water 4.5 x 5.0 a v e r a g e
3. Soil type and texture 12" t o p s o i l .& b a l a n c e sand. fie ld
4. Type of building facilities or structures single family h o u s e
5. Sewage disposal and/or waste water treatment A. Existing x , Planned
B. Deszribe Septic tank and drain
6. 'Land Classifreation'(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis)
VI- Pertaining to Fill and Water Quality:
r
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No x
6. 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): S t a b i l i z e d with existing concrete and w o o d e n
111. List'permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for bulkhead
work in project area, if applicable: 6 2 - 7 3
IX. Length of time required to complete project: 2-3 months
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%: 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 regis ered r
certified mail or by publication (G.S. 113-229 (d))Enter date served 4?Z G
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 Anpst, District Forester: Weyerhaeuser Co.,P.O.Box 1391,New Bern
North Carolina 28560
_ Leo Hammer: P.-O-.-'Box 992; Ashburo, North Carolina 27203
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.
(11. 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, filli and clearing.
E 2 FA: ?l,B-lr C/ - 2jllze-tc
i . Appficant's Signature
? r
•A2 SEE RENTRSL S'')L FO.^. MAILING ItiST.^.JCT,^I
It)/78

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C- Or
Arm THE AMROACHCf TO AOA106 CRIER
AM TIME
PROPERTY OF GEORGE H. ELL(NWOOO
CARTERET COUNTY * NORTH CAWILWA
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DETAIL OF BOAT BASIN -GEORGE H. ELLINWOOD. PROPERTY
SCALE: l" : 20.0'
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NOTICE: 01' FILING 01' t
• t APPi.1CA' ION 1.OR CA:1A ;1A.JOR. DE?'EL01y%V_:4T .
PEr,111'r Ai,U WATER QUALITY CERTIFICATION
Fursuant to NCCS 113A-119(b) and 143-215 3(a).(l)(c)*; the DepartsrKrnt of.
Natur.il Resources and Cormnunity Developm.nt hereby gives Public Notice that
George H. E•liinwood of Raleigh, N.C. filed an appli-
pation on May 23, 1,96 - for a per:,ut from the Division of'Coastal
Xanagemnc to develop in an area of Environvantai Concern and for Certification
from the Division of Environl-ental Jlana,,er-cnt that a discharge of fill n:ate'rial
s
ih project wetlands will not violate applicable Water Quality Standards.
Accozdin- to said application, the applicant proposes to maintain an {
existing channel and basin construct a channel.and shoreline jetties, j
-•- i I
a-p_i.er. boat h uLsq al?d slips _ atnrnpprty 1 nc-,ietl.-.6n_AciaL-c,-Cseek_.npar
M rrimon a Carteret rounty.
A copy of the entire application and additional information tray be c:,:aminctal
(or copies furnished, upon paynent of reproduction cosh) during.normal business I
hours at the I? ivisionoiCoastal "anageirsn't., Nelson G. Paul, Div.; Mar. Fisheries
Building, Morehead City and/or the Division of Erivirontannral
l•ianagement, Dave Cotton NRCD Field nfn ', 7225 W? -i crhi-6x= 1 1 e nv - ^9-1m4ntiton NC
The Division of Environrpantal Managerent proposes to take final action on this '
June 30, 1986 }
1-later Quality Certification on or after
The• issuance of the CANA Major Develop:z:+nt.Permit and the Section x+01 Certification.
may deviate front this projected date depending un, on the nature of the cotam-_:lt:s
subcnitted and subsequent hearinc s that may result. } j
Ail- persons desiring to..make comments should do so in writing to Mr.
Dave Owens, Director, Di-.1ision of Coastal Management, P. 0. Box 27687,
Raleigh, N. C. 27611 prior to • June 19, 1986 for consideration
under the CA`tA Permit decision, and to Mr. Bill Mills, with the Divi-
sion of F.nvironnicntal. Management, PO Box 27687, Raleigh, N. C. 27611
prior to June 19, 1986. for consideration under the Water
Quality Certification decision.
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416
,Q
State of North Carolina Development
artment of Natural Resources and Cmmunity
DeP Division of Coastal Management
512 North Salisbury Street ' Raleigh, North Carolina 27611 David W. Owens
Director
fames G. Martin# Governor
S. -Motnas Rhodes, Secretary Field Services Section
Po Box 769 NC 28557
Morehead City,
919 726-7021
June 2, 1986
Carteret News Time28557
'Morehead City,
Gentlemen:
ublisk the attached, Notice in your
p
please
issue of the News Times. Send us bills
June 4, 1986'
f publication
plicate and Affidavit o as soon
in duple
as possible.
Cordially Yours'
Pp
Nelson ultant
Field Cons
NGP/rt
encs.
t ?
f r
i
.I t+ y
i f
Box 27687, Ralct64i, North Carolina 27611-7687 7clephone 919.733.2293
' P0
Affirmative Ac:tiun Employer
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
June 26, 1986
IN HhFLY Htt-tH I U
Regulatory Branch
SUBJECT: File No. SAWC086-N-016-00275
RECEIVED
,JUN 3 0 1986
WATER DUALITY SECTION
OPERATIONS BRANCH
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 Mr. George H. Ellinwood for a
Department of the Army permit to maintain an access channel and
basin, install wooden jetties, place riprap material and construct
bulkheads and docking facilities on Adams Creek, Merrimon,
Carteret 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. The bulkhead, on the parameter of the basin, will be
constructed in strict accordance with permit plans.
b. All excavated materials will be confined landward of the
normal water 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
to prevent dike erosion and to allow adequate settlement of
suspended solids.
-2-

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 normal
water elevation contour to prevent gully erosion and resultant
unnecessary siltation.
f. Vegetated wetlands will not be excavated or filled.
g. Excavation will not exceed 6 feet below the elevation of
mean low water (MLW).
h. The temporary placement or double handling of excavated or
fill materials within waters or vegetated wetlands is not
authorized.
i. The permittee will maintain the authorized work in good
condition and in conformance with the terms and conditions of this
permit. The permittee is not relieved of this requirement if he
abandons the permitted activity without transferring it to a third
party.
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.
Questions or comments may be addressed to Mr. David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch

-3-
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
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
U.S. Environmental Protection Agency
345 Courtland Street
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

DEPARTMENT & T 'E ARMY
WILMINGTON DISTRICT, CORPS F ENGINEERS
P,O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
May 8, 1986
Regulatory Branch
SUBJECT: File No. SAWC086-N-016-0275
MAY 0 9 1986
WATER QUALITY SLECTION
OPERATIONS BRANCH
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 Mr. George H. Ellinwood for a
Department of the Army permit and a State Water Quality
Certification to dredge an access channel and basin area, install
rock/concrete jetties, and construct an L-head docking facility in
Adams Creek in Merrimon, Carteret 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 July 7, 1986, the District Engineer
will deem that waiver has occurred.
Questions or comments may be addressed to Mr. David Baker,
telephone [phone].
Sincerely,
t _ ?ONA?
1 s W. llis
hie , Regu tory Branch
Enclosure
RECEIVED
A
-2-
W
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. Nelson Paul
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557

April 28,11986
Wilmington District
Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402
Dear Sir:
4 Pa 3 0 198x;
This letter is to request permission for re-construction of an
existing boat basin and repairs, dredging for existing channel,
and installation of shoreline protection jetties. Please note in
the enclosed application we have indicated the features of the
existing basin, existing channel and the current shoreline with
the existing work in place. We have acquired property to the
north by northeast of the existing channel and basin consisting
of approximately 1,400 feet of shoreline. This portion is where
we request permission to install stabilization jetties.
Please process this application in accordance with your standard
procedures. In the event that you should require any further
information or if we may be of any further assistance. Please do
not hesitate to contact us. We look forward to your reply.
S ely,
•
Geo a H. Ellinwood, AIA, PE
Ellinwood Design Associates, Ltd.
cc: Nelson Paul; Coastal Management Field Service

-i(
Muslim 11k,4111Kq
ELLINWOOD DESIGN ASSOCIATES, Ltd
2315 mYron drive P.o. box 10681 ralei8h, north carolina 27605 Phone [phone]
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PERMIT TO EXCAVATE AND/OR FILL
WATER OUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOP, MAJOR DEVQ_OPMENT
P 41,
Department of Administration State of North Carolina DepartrniyrtofAtw.,Army, , .?
(GS 14612) Department of Natural Resources and Community Development Corps of Engineers, wiimimgton bistrict
(GS 113.229, 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 a v! •3 _O 1985,
1. Applicant Information
A. Name E1linwood Georee H.
Last First Middle .
B. Address 1416 Dixie Trail
Street, P. O. Box or Route
Raleigh, Nctrth Carolina 27607 [phone]
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County Carteret
B. 1. City, town, community or landmark Me r r imon (Indian Summer Estates )
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
Adams Creek
Ill. Description of Project
A. 1. Maintenance of existing project x 2. New work
6. Purpose of excavation or fill
1. Access channel x length 100' idth 4 0
, depth - 6MLW
2. Bunt basin x length IOU width 90 depth -6MLW
3. Fill area NSA length width depth
4. Other N/A length width depth
C. 1. Bulkhead length 250' Average distance waterward of MHW (shoreline) 2 5 0 '
2. Type of bulkhead construction (material) Treated Timber
D. Excavated material (total for project)
1. Cubic yards 2335 2, Type of material san d
E. Fill material to be placed below MHW (sec also VI. A)
1. Cubic yards 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 x
R. Dues the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location Existing on side spoil area
2• Do you claim title to disposal area? yes
D. Fill material source if till is to be trucked in no
L' How will excavated material be entrappeJ and erosion controlled? By existing berms (to be increased
if needed) and spillway with filter section
C. '1 ype of equipment to he useJ Drag l i n e and D r e d g e
?. Will marshland be crossed in tramporting equipment to project site? If yes, explain No
CA
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A. 1. Private Ramat basin and dockage facilities fors sail boats
V 2. Commercial
3. Housing Development or Industrial
4. Other
B. 1. Lot size(s) 485' x 400' x 400' irreQUlar triangle
2. Elevation of lot(s) above mean high water 4.5 x 5.0 average
3. Soil type and texture 12" topsoil .& balance sand. field
4. Type of building facilities or structures s i n ? l e family house
S. Sewage disposal and/or waste water treatment A. Existing x Planned
6. Describe Septic tank and drain
6. 'Land Classification'(circic one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use I'ian 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 x
6. 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): Stabilized with existing concrete and wooden
VIM List permit numbers and issue dates of previous Department of Army Corps of Engineers or State perrnits for bulkhead
work in project area, if applicable: 6 2 - 7 3
IX. Length of time required to complete project: 2-3 months
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.
U. Attach an accurate work plat drawn to scale on 8A 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 re i?t ered r
certified mail or by publication (G.S. 113-229 (d))Enter date served A144FAV I
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 Angst District Forester: Weyerhaeuser Co.,P.O.Box 1391,New Bern
North Carolina 28560
Leo Hammer: P .O. Box 992; Ashburo, North Carolina 27203
X1. 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 2
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, filli ,and clearing. .1
ATE
Applicant's Signature
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DETAIL OF BOAT BASIN - GEORGE H. ELL/NWOOD PROPERTY
SCALE: I" + 20.0'
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IN MCYLT MCrCM 1 V
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
May 8, 1986
SUBJECT: File No. SAWC086-N-016-0275
Mr. George H. Ellinwood
1416 Dixie Trail
Raleigh, North Carolina 27607
Dear Mr. Ellinwood:
R E C E I V E®
MAY 12 1986
"'TEA) QUALITY
OPERATIONS sRANCaN
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 April 29, 1986, for a
Department of the Army permit to dredge an access channel and
basin area, install jetties, and construct an L-head docking
facility at your property on Adams Creek off S.R. 1321 in
Merrimon, Carteret 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-016-0275 and will be coordinated by
Mr. David Baker. He is available to address questions or comments
you may have at telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
'e 1*14,
-)O=

-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
U.S. Environmental Protection Agency
345 Courtland Street
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
,?• Lat. 35'57 2.2
` OFFICE OF COASTAL MANAGEMENT Long. 76 40 22
FIELD INVESTIGATION REPORT
1. Appl is t "e name GEORGE H. ELLV ?WOOD ?, . ! C
2. Location of project site Adams Creek near Merrimon at the end of SR 1321 ih
Carteret County photo ref. 443-328-21-O.-P. 0
3. Investigation type:. Dredge & Fill X CAMA X
6
4. Investigative procedure: (A) Dates of site visit. -0-25-8
(B) Was applicant present lies
5. Processing procedure: Application received 5- ? -86 OfficeMorehead Cites
6. Site description: (A) Local Land Use Plan Carteret County
Land classification from LUP Community
Development constraints identified in LUP none identified
i
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline X
Coastal wetlands Public trust waters X
Estuarine waters- Other
(C) Water dependent: Yes X No Other
(D) Intended use: Public Private x Commercial
(E) Type of waste water treatment: Existing nf tank
Planned none
(F) Type of structures: Existing. Residence and basin
Plannednone .
(G) Estimated annual rate of erosion 2-3/yr 5ourcpe,rsonal estimation
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
(B) Non-vegetated wetlands:.
subtidal shallow, 'brackish 3,250 sq.ft.
wa er ,area 2, 000 sq. ft.-
Existing boat basin 9,350 sq.ft.
(C) Other:
Highground disturbance / 54,400 sg.ft.
ispoil disposal
87,000 sq.ft.
(D) ;Total area disturbed. _
8. Pz??oj?ct summary Applicant proposes tomaintain an existing channel and basin, construct
' cannel and Shore ling- je i p_s, a pier hn3t nti?P anti cl i nc est i rnrn3;i ,? -{.A -
__AdamsCeeknea MPrrim n thp end r)f ..,FZ$ 1121 in Cartarr?i C'rnmty

9., Narrative description
The applicant's property is a 62-acre tract located at the end of SR
1321 on Adams Creek and Neuse River near Vlerrimon in Cart ret County.
The property is divided into two tracts: a 3-acre parce nwhich is lo-
cated the applicant's residential structure, and a 59-ac K parcel ad-
joining to the north/northwest which is composed of woods and marsh.
In total, the applicant has approximately 2200 lin.ft. of shoreline
approximately 400' of which is bulkheaded in the vicinity of the resi-
dence. A 10-30' wide sandy beach or berm exists between the water
and land along the remaining shoreline footage.
The home tract is characterized by sandy soils on about 4' elevations.
The property is bulkheaded by a timber bulkhead on the east and a
stone bulkhead on the west. A steel sheetpile bulkhead exists in.
the mouth of the basin,.the.basin interior being urbulkheaded and
completely filled in at the mouth.
The basin and channel was dug between April 1973 and December 1974
which was covered by State Permit No. 62-73 issued to Mr. Leo R. Dixon.
In 1980, Mr. Wmn. J. Carroll secured a transfer and renewal of this
permit for maintenance of the basin mouth. According to current
photography, the channel is almost indiscernible since the previous
excavation.
The applicant is proposing to maintain the existing basin and channel
to -6' MLW. The channel maintenance will be by hydraulic dredge,
with spoil being deposited in the previous diked disposal area east
of the applicant's residence and basin, and also in another diked
disposal area located on the western parcel, about 500' of SR 1321.
Two combination wood/rock jetties will border the 40' wide channel
on either side and parallel this channel for 150' on the east side
and 250' on the west side. A 6' wide pier will be built over the
western jetty with a 10' by 40' "L" shaped dock at the end.
The basin will be excavated by dragline and spoil placed in the hy-
draulic dredging spoil area and between the basin and residence. The
basin will be bulkheaded, a boat ramp constructed in the northern
corner, six slips constructed on the east side, and a 30' x 33' boat
house placed on the west side. Excavated materials will be used in
various places in the applicant's yard.
The western parcel is mostly woods., predominently with pines, gum,
oak and myrtle. Some previously farmed fields on the parcel are
being overgrown with various scrub species. A marsh gut makes up
on the center of the parcel and consists of a natural 3-acre pond
surrounded by coastal wetlands, black needlerush and giant cordgrass.
A 20' wide to 100' wide sand berm separates this gut from Neuse River
and Adams Creek. The applicant is proposing to construct rock jetties
measuring 25' long by 6' wide by no more than 1' high along this 1800'
'of shoreline. In total, 36 jetties are proposed though placement
V, t
will be experimental and will not exceed two per 100' in any one
location.
10. Anticipated impacts
This project will involve the excavation of approximately 3,000
cu.yds. of predominently sand material from 29,000 sq.ft. of pre-
viously altered channel and-basin area. Another 1200 sq.ft.'of
shallow estuarine area will be covered by the rock placement in
the channel/jetty construction. The piling placement and bulkhead
construction will produce some short term turbidity in the imme-
diate project area.
The placement of the rock jetties along the shoreline of the western
parcel will fill approximately 3600 sq.ft. of near-shore estuarine
area with about 72 cu.yds. of rock material. The loss of bottom
area may be offset by the habitat these structues can provide.
Highground disturbance for spoil disposal and leveling will involve
approximately 54,400 sq.ft. on the home tract and 120,000 sq.ft.
in the designated area on the western tract.
Adjacent -waters are classified as SA by DEM.and are open to shell-
fishing according to the Div. of Health Services.

I
Submitted by Nelson G. Paul Date May 28,_ 1986
10.
will be experimental and will not exceed two per 1001• in any one'
location.
Anticipated impacts
This project will involve the-excavation of approximately 3,000
cu.yds.•-of predominently sand material from 29,000 sq.ft. of pre-
viously altered channel and basin area. Another 1200 sq.ft. of
shallow estuarine area will be covered by the rock placement in
the channel/jetty construction. The piling placement and bulkhead
construction will produce some short term turbidity in the imme-
diate project area.
The placement of the rock jetties along the shoreline of the western
parcel will fill approximately 3600 sq.ft. of near-shore estuarine
area with about 72 cu.yds. of rock material. The loss of bottom
area may be offset by the habitat these structues can provide.
Highground disturbance for spoil disposal and leveling will involve
approximately 54,400 sq.ft. on the home tract and 120,000 sq.ft.
in the designated area on the western tract.
Adjacent waters are classified as SA by DEM.and are open to shell-
fishing according to the Div. of Health Services.

r
i
Submitted by Nelson G. Paul
Date May 28, 1986
i
FOR
PERMIT TO EXCAVATE AND/OR FILL WATF UALITY CERTIFICATION
EASEMENT IN LANDSCOVERED BY WATER CAMA PERMIT FOR. MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Resoun es and Community Development Corps of Engineers, Wilmington District
(GS 113.229, 143.215.3(a)(1), 143-215.3(c), 113A-118 1133 CFR 20 9.320-329)
j?
Ptease type or print and fill in all blanks. If information is toot applicable, so indicate by placing / in a?
1. Applicant Information ----------------------
A. Name E11 Inwood George H
• Last First . Middle .
B. Address 1416 Dixie Tr;;il
Street, P. O. Box or Route
Raleigh, North Carolina 27607 [phone]
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County Cart-erpt
B. 1. City, town, community or landmark Merrimon (Indian Summa Estates)
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
Adams Creek
111. Description of Project
A. 1. Maintenance of existing project x 2. New work
B. Purpose of excavation or fill
1. Aeecss channel x Ienbth 5 0 0 ' width 4 0 '-depth - 6 MLW
2. Boat basin x length- 1 OU' width 90 1 - depth -6MLW
3. Fill area N/A - length _width depth
4. Other NSA length-width-- depth
' -
C. 1. Bulkhead length 250 Average distance waterward of MHW (shoreline) 250
2. Type of bulkhead construction (material) Treated Timber -
D. Excavated material (total for project)
1 . Cubic yards 2335 -2. Type of material s a n d
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 0 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
R. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location Existing on side spoil area
2. Do you claim title to disposal area?_ y e s
D: Fill material source if lill.is to be trucked in no
E:' How will excavated material be entrapped and erosion controlled? By existing berms (to be increased
if needed) and s•illwa with filter section -
U ) '(ype of equipment toy be used D r a l i n e and D r e d g e
Will marshland be crossed in tramporting equipment to project site? If yes, explain No
,t
i
Dd F•81
Rw 111179
A. 1. Private Bnat basin and dockage facilities for, sail boats'
2. Commercial
3. Housing Development or Industrial
4. Other
0. 1. Lot size(s) 485' x- 400' x 400' irreQUlar triangle
2. Elevation of lot (s) above mean high water 4 . 5 x 5.0 average
3. Soil type and texture _ 12" topsoil .& balance sand field
4. Type of building facilities or structures sing le family h o u s e
5. Sewage disposal and/or waste water treatment A. Existing X Planned
B. Describe Septic tank and d r a i n
6.- !Land Classification?(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER - (See CAMA Local Land Use Plan Synopsis)
Vl. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No x
E. 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
VI1. Present rate of shoreline erosion (if known): Stab i 1 i z e d with existing c o n c r e t e and wooden
VIM List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for bulkhead
work in project area, if applicable: 6 2 - 7 3
IX. Length of time required to complete project: 2-3 months
X. In addition to the completed application form, the following items must be provided:
A. Attach a eopy.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 8Y: 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 regis credpr
certified mail or by publication (G.S. 113-229 (d))Enter date served ,41CFrp ¢2 G
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 angst, District Forester: Weyerhaeuser CO.,P.O.Box 1391,New Bern
North Carolina 28560 .
Leo Hammer P.O. Box 992; Ashburo, North Carolina 27203
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.
Xll.. 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, filli and clearing.
JE a
Applicant's Signature
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T THE A?PROACNEY TO ADAIN CREEK
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PROPERTY OF GEORGE H. ELLiNWOOD
CARTERET COUNTY ROOM CAAOLNM
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