19870268 Ver 1_COMPLETE FILE_19870831

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
August 26, 1987
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC087-N-025-0305
Mr. Leonard Raynor
870 Holly Glen Drive
Long Beach, California 90815
Dear Mr. Raynor:
RECE/VEn
U
AUG 3 1 1987
WATER QUALITY SECTION
OPERATIONS BRANCH
Reference your application for a Department of the Army permit
to dredge and perform shoreline stabilization in conjunction with
the construction of a channel and boat basin connecting to the
Trent River at your property in Trent Shores Subdivision, New
Bern, Craven 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 David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished (with enclosure):
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William L. Kruczynski, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Charles Jones
Morehead City*Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. James Mercer
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 166-87
Department of Natural R.e?o n,d Community Development
Caa I4,Re & ice's i?sion XT
onrriental
0 Maj6f. .& lapin W
Concetoa Excavatioii'an?6. , :.. gli%suxnt to NCGS 113-229
Issued to Leonard Raynor, 870 Holly Glen Drive, Long Beach, CA 90815
authorizing development in Craven county at the Trent River, Trent Shores Subd.
as requested in the permittee's application dated 4/13/87 including
attached plats, 6 lan view revised dated 8/11/87 location sections A-C and boardwalk
dated 2/27/87.
This permit, issued on /!Z 2 , 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) All work will be conducted in strict accordance with the attached project
plans.
(2) An earthen plug will be left between the basin and the Trent River until
excavation landward of the plug has been completed. To prevent unnecessary
sediments from reaching adjacent waters, 24 hours will be allowed to
elapse before the plug is removed.
(3) All excavated spoil material must be retained in a proper fashion on
the attending spoil barge or on the highground in such a way as to prevent
its return to the adjacent wetland areas and surface waters of the river.
(4) Excavation will not exceed 5 feet below the elevation of normal high
water.
(5) The temporary placement or double-handling of excavated or fill materials
within waters or vegetated wetlands is not authorized.
tached sheet f
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, 1990
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
Leonard Raynor
ADDITIONAL CONDITIONS
Permit #166-87
Page 2 of 2
(6) The riprap material will be clean and free of any pollutants, except
in trace quantities. Metal products, organic materials, or unsightly
debris will not be used.
(7) 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. _
(8) The disturbed areas will be properly graded and provided a ground cover
sufficient to restrain erosion within thirty (30) days of project completion.
NOTE: Any changes in the plan of development of this project will require
the notification of this office for a reevaluation or possible modification
of the permit.
NOTE: The proposed project is certified under General Water Quality Certifi-
cation No. 1272 issued on November 10, 1978, for bulkhead construction.
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
August 5, 1987
SUBJECT: File No. SAWC087-N-0250-0305
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. Leonard Raynor for a
Department of the Army permit to excavate a channel and basin and
provide shoreline protection on the Trent River, Trent Shores
subdivision, near New Bern, Craven 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. An earthen plug will be left between the basin and the
Trent River until excavation landward of the plug has been
completed. To prevent unnecessary sediments from reaching
adjacent waters, 24 hours will be allowed to elapse before the
plug is removed.
b. All excavated materials will be confined landward of the
normal high water elevation contour and any irregularly flooded
vegetated wetlands.
c. Excavation will not exceed 6 feet below the elevation of
normal high water.
d. The temporary placement or double handling of excavated or
fill materials within waters or vegetated wetlands is not
authorized.

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e. The riprap material will be clean and free of any
pollutants except in trace quantities. Metal products, organic
materials, or unsightly debris will not be used.
f. 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
Copies Furnished:
Mr. William Mills
Water Quality Section
Division of Environmental
Management
f North Carolina Department of
`/J Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Ms. Beverly Etheridge, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365

- DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments concerning an application for State Federal CAMA Permit(s) fr
A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
Xe offic e has no objection to the issuance of the permit(s) for the proposed
c with the following conditions:
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.

Certification is required for
this project.- Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
o 'after
y The ro osed
p p project is certified
under General.Certification
A) No. 1179 issued on January 25,. D) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
No. 1272 issued on November 10, E) No. 1664 issued on September 8,
1978, for bulkhead construction. 1983, for Rip-Rap Placement.
C) No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge
effluent from diked upland disposal construction.
areas.
WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT

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NKS)AT A
!oC^1"IC.N ? ADD FILE DF /C;AMA`40 I. RE
) D CAMA441 F'SRJX) ]: DATE 07127 1,6 ,
F'ORMAT>' NNDFCAMA NEXT U
) ()t)263
Ai r .!`t' N ADD; ENTER TV DATA TM PE STORED S
FR D DATA
P1=io J, .. 60262 F I iJ f RAYNORi, l..EONARS) ('t3R:1NTY: f..tYAt;Erat REGION: M?
ASS I.CYNED TO: WSJ it, yy •1 NOTICE:
TYI°' CERTIFICATION RECOMM ENDATION DATES YYMMDD
104 PN : 401 raiw sSliE° : Y RECEIVED: #:37070 :
C.:AlfA `'ONLY: - w... BUl_1,111:::t?S)z' S)ENY : ft?fJ.7':l:atL: fwf
1 CIGi;'
DFCAMA 7
" GC : 144 z) ...
FINAL REPORT: 870727
.RTt
I..IVING .Ckf"QM: Tf'QNT E"t7VER CLASS: SC BASIN! NEU

_
COMMENTS:
,SITE LOCATED ON SR "_ :1::'04 NEAR NEW BAN
PROPOSAL TO EXCftSI M AND ENTRANCE CHANNEL f:#'t X 25 X _.•> FT DEEP; A BOAT BASIN
£:30 X 50 ; A C>U.Vd._ I°tEQ S: OA i• HOUSE
7'H E='Ri:3PO SED 'ViA,S I N Witt BE l:rl.lLK HEAS ED
AL SPt.l1.L WILL ' B
COPIES PLACED ON HIGH GROUND
: WARD CENrR AL M.Ci:..k S-•MF.ltiC M 4
E

CpP:!•t?',ONS BRANCH

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C)F't `< . i;:)'? S BRAN
JUL2 3 1987

ITY
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WATER QUAL!

JUL. 27 1987
YVA?tn g4AL14. 4LOIOi
OPERATIONS BRANC+
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FIELD INVESTIGATION REPORT+ Long:
•1. Applicant's Name Leonard.Raynor/ Hal McNeely, ASLA
2. Location of project site Trent shores Subdivision Lot #14 Sec inn
A off SR 1206 near New Bern on the Trent River
3. Investigation type: Dredge & Fill x CAMA x
4. Investigative procedure:
(A) Dates of site visit 4/23/87 6/15/87
(B) Was applicant present yes yes
5. Processing procedure: Application received 5/22/87 complete
Of f ice_ Morehead City-
6. Site description: (A) Local Land Use Plan Town of Trent Woods
Land classification from LUP Trans ition/Conservation
Development constraints identified in LUP
Federal Flood Insurance Program
(B) AEC(s) involved: Ocean Hazard Estaurine shoreline x
Coastal wetlands Public trust waters x
Estaurine waters x Other SB waters
(C) Water dependent: Yes x No Other
(D) Intended use: Public Private x Commercial.
(E) Type of waste water treatment: Existing
Planned septic system
(F) Type of structures: Existing
Planned single family residence plus boat basin and bulkhead
(G) Estimated annual rate of erosion 1 Source observation
7. Habitat description:
(A) Vegetated Wetlands
none
(B) Non-vegetated wetlands:
. River bottomland
(C) Other
Highground
AREA
Dredged Filled Other
2175 SF
5,880 SF
l (D) Total area disturbed:
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8. Project summary To excavate an entrance channel and highground
boat basin of the Trent River an to construct a sing e
family residence in Trent Shores Subdivision
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9. Narrative description
The proposed project site consists of a 5.4 acre residential lot
in Trent Shore Subdivision off of SR 1206 within the Town of
Trent Woods on the Trent River in Craven County. Mr. Leonard
Raynor the applicant proposes to build his home on the property
and excavate into the highground a channel and boat basin.
The site preparation has taken place beyond the CAMA 75' AEC
jurisdiction over the past few years. Today in an area some 125
feet from the river a large mount of earth and fill material
waits for construction of the house. The area is well vegetated
and stabilized between the house site and the open river. The
elevation of the fill material is approximately 9 feet above mean
sea level. This is important since the area is prone to flooding
and is under the Federal Flood Insurance Program as administered
by Craven County. Near the south east corner on the down stream
side of the property the applicant proposes to excavate by the
drag line method an entrance channel measuring 87 feet long and
an average of 25 feet wide. The entrance channel will have a
water depth of minus 5 feet. This work will be accomplished by a
barge mounted crane with an attending spoil barge. A 50' long by
25' wide highground canal will connect the entrance channel to
the boat basin. The water depths in the connecting canal will
not exceed minus 5 feet on normal water. Although the basin is
oblong in shape it roughly measures 80 feet long by 50 feet wide.
A controlling water depth of minus 4 feet will be maintained
throughout the basin area. On the north side of the basin
excavation will be required to create a boat slip area that'will
measure about 20 feet wide by 35 feet long. A roof covered
boathouse will be constructed around the proposed boat slip area.
All of the highground excavation work will take place in the dry
and behind an earth and plug maintained between the canal and the
open waters of the Trent River. All of the spoil materials some
900 cubic yards of sandy loam will be stock piled on the
highground property and contained by temporary earth and dikes.
After the spoil has dried it will be used along the eastern side
lines of the property to create a landscaped mount with
elevations between 4 and 9 feet. The newly created shoreline at
the river and along the highground canal will be stabilized with
rock riprap and the interior shoreline of the boat basin will be
bulkheaded with a tongue and grooved sheet pile structure.
Except for the concrete sidewalks around the proposed boat basin
and the roof covered boathouse, the entire CAMA 75' AEC will be
maintained with natural vegetation and no impervious surface
areas. Two discreet areas of coastal wetlands exist along the
shoreline but are not directly involved with the proposed
project.
10. Anticipated impacts
The surface waters of the Trent River at this point have been
classified by the Division of Environmental Management as SB
which is suitable for swimming. It is doubtful that the proposed
boat basin project will significantly alter the water quality of
the river. In addition the project design of sloping the water
depths from 4 to 5 feet should help eliminate any stagnant water
problems. The project will provide no impact on traditional
navigational uses of the river or any vegetated wetlands. On the
highground excavation of the basin and all earth moving
activities are designed to take place so as to prevent the return
of silt and sediments to the adjacent waters of the Trent River.
CAMA REVIEW
A review of the 1985 land use plan for the Town of Trent Woods
did not reveal any development constrains that would cause the
project to be inconsistent with the goals and objectives of that
document.

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RAYNOR PROPERTY McNeely llssoclates pa
nsmr .Hoar. "01VI +O« IwWsc" udut*CM a pt&vw p consuku"
sit t ?? e.,,.. ,.,, ..•. -- -
APPL IC AT ION
FOR
PLRM11 TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERCD BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carding Department of the Anny
(GS 14612) Department of Natural Resources and Community Development Corps of Engineers, Wilmington Dist
(GS 113-229, 143-215.3(a)(1), 143.215.3(c), 113A•119 (33 CF It 209.324329)
Please type or print and fill in atll blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information Hal McNeely, ASLA for:
A. Name Raynor. -Leonard, OWNER
Last First ' Middle
B. Address AM Hnl l y Glen Dr.
Street, P. O. Box or Route McNeely Associate!
Long Beach, CA 90815 [phone]
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County Craven
B. 1. City, town, community or landmark Trent Shores Subdivision near New Bern
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 Trent River
-near its entrance into the Neuse River.
111. Description of Project
A. 1. Maintenance of existing project 2. New work _ Boat Lagoon
B. Purpose of excavation or fill
1. Access channel New length SQ' width 25'
-.depth- -A_(1
2. Boat basin New length 60' _width .0_depth -6.0
3. Fill area length width depth
4. Other length %&-Jth depth
C. 1. Bulkhead length NIA Average distance waterward of MMW (shoreline)
2. Type of bulkhead construction (material) NJA
D. Excavated material (total for proict:t)
1. Cubic yards ± 900 2. Type of material _ Sandy Loam
E. Fill material to be placed below MHW (sec also VI. A)
1. Cubit yards None 2. Type of material NIA
IV. Land Type, Dis"sal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No_.1(.__
S. Does the disptrvl area include any marshland, swamps or other wetland? Yes No X
iii
C. Disposal Area
1. Location-Adjacent to Project Site
2. Do you claim title to disposal area!- Y-S
D. I ill materrsl %ouree of fill rs to he out ked in N/A
E. Huw• will cx?e.atrd material be cnUai+rcd ind erosion conttollcdy T,,empor;gry earth dike with a stiff 1 4n9
basin A RiPed spillway
1. 1 ync ill t•yuivnivnl ruby usi•J_ Dragl i ne
G. Will marshland he uussr•d in tran,p-irhng cyurpmcn1 to project site? II yes, explain No
Dtf•81
Re%. 10/72
B. 1. Lot sire(s)
2 Ekyation of lot(s) above mean high water_ 10-,g r uu(.l -
3. Solt type" texture Sandy Loam
4. Type of building facilities or structures pr4vate Imes jdepee ----
S. Sewage disposal and/or wastewater treatment A. Existing Planned pprmi ttpri
B. Describe -;&tir Tank not in r AMA set hack
6. Land Classification (circle one) DEVELOPED TRANSITIONAL COMMUNITY' RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsi.
VI. Pertaining to Fill and Water Quaiity:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No X_
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes_ No X
VII. Present rate of shoreline erosion (if known):
Vill. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work In project area. If applicable: q&
IX. Length of time required to complete project: 100 dd -S
X. In addition to the completed application form, the following item; 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 ouf the project on his land.
2 Type of discharge Rrrrnnff thrn„ ..-.r from Speq _
3. Location of discharge Into PrODOSed 1 agonn
B. Attach.an accurate work plat drawn to scale on 8% X 11" white p-UI3
A out r`h r "t 4AddQiEgl"ar
details). Note: Original drawings preferred - onls• high quality copies accepted.
C. A topy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 1.13.229 (d))Enter date served April 17. 1987
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.
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the Stare of North Carolina k approved coastal manager,ent progra n 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 dev
opment activities, including construction, excavation, filling, and land clearing. / I
DATE C3 - O?
1/0
OAF-82
Rev. 10172
p
Applicant's Sign,ture
For Leonard Raynor
SEE REVERSE SIDE FOR MAILING INSTRUCTIONS

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FIELD INVESTIGATION REPORT Long:
i•
1. Applicant's Name Leonard Raynor/ Hal McNeely, ASLA
2. Location of project site Trent Shores Subdivision Lot #14 Section
A off SR 1206 near New Bern on the Trent River
3. Investigation type: Dredge & Fill X CAMA x
4. Investigative procedure:
(A) Dates of site visit 4/23/87 6/15/87
(B) Was applicant present yes yes
5. Processing procedure: Application received_ 5/22/87 complete
Office_ Morehead City
6. Site description: (A) Local Land Use Plan Town of Trent Woods
Land classification from LUP Transition/Conservation
Development constraints identified in LUP
Federal Flood Insurance Program
(B) AEC(s) involved: Ocean Hazard Estaurine shoreline x
Coastal wetlands Public trust waters -x
Estaurine waters x Other SB waters
(C) Water dependent: Yes X No Other
(D) Intended use: Public_ Pxivatp x Commercial
(E) Type of waste water treatment: Existing
Planned septic system
(F) Type of structures: Existing
Planned single family residence plus boat basin and bulkhead
(G) Estimated annual rate of erosion 1 Source observation
7. Habitat description:
(A) Vegetated Wetlands
none
AREA
Dredged Filled Other
(B) Non-vegetated wetlands:
. River bottomland
(C) Other:
Highground
2175 SF
5,880 SF
r (D) Total area disturbed:
i
8. Project summary To excavate an entrance channel and highground
boat basin off the Trent River an to construct a single
family residence in Trent Shores Subdivision..

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9. Narrative description
The proposed project site consists of a 5.4 acre residential lot
in Trent Shore Subdivision off of SR 1206 within the Town of
Trent Woods on the Trent River in Craven County. Mr. Leonard
Raynor the applicant proposes to build his home on the property
and excavate into the highground a channel and boat basin.
The site preparation has taken place beyond the CAMA 75' AEC
jurisdiction over the past few years. Today in an area some 125
feet from the river a large mount of earth and fill material
waits for construction of the house. The area is well vegetated
and stabilized between the house site and the open river. The
elevation of the fill material is approximately 9 feet above mean
sea level. This is important since the area is prone to flooding
and is under the Federal Flood Insurance Program as administered
by Craven County. Near the south east corner on the down stream
side of the property the applicant proposes to excavate by the
drag line method an entrance channel measuring 87 feet long and
an average of 25 feet wide. The entrance channel will have a
water depth of minus 5 feet. This work will be accomplished by a
barge mounted crane with an attending spoil barge. A 50' long by
25' wide highground canal will connect the entrance channel to
the boat basin. The water depths in the connecting canal will
not exceed minus 5 feet on normal water. Although the basin is
oblong in shape it roughly measures 80 feet long by 50 feet wide.
A controlling water depth of minus 4 feet will be maintained
throughout the basin area. On the north side of the basin
excavation will be required to create a boat slip area that will
measure about 20 feet wide by 35 feet long. A roof covered
boathouse will be constructed around the proposed boat slip area.
All of the highground excavation work will take place in the dry
and behind an earth and plug maintained between the canal and the
open waters of the Trent River. All of the spoil materials some
900 cubic yards of sandy loam will be stock piled on the
•highground property and contained by temporary earth and dikes.
After the spoil has dried it will be used along the eastern side
lines of the property to create a landscaped mount with
elevations between 4 and 9 feet. The newly created shoreline at
the river and along the highground canal will be stabilized with
rock riprap and the interior shoreline of the boat basin will be
bulkheaded with a tongue and grooved sheet pile structure.
Except for the concrete sidewalks around the proposed boat basin
and the roof covered boathouse, the entire CAMA 75' AEC will be
maintained with natural vegetation and no impervious surface
areas. Two discreet areas of coastal wetlands exist along the
shoreline but are not directly involved with the proposed
project.
10. Anticipated impacts
The surface waters of the Trent River at this point have been
classified by the Division of Environmental Management as SB
which is suitable for swimming. It is doubtful that the proposed
boat basin project will significantly alter the water quality of
the river. In addition the project design of sloping the water
depths from 4 to 5 feet should help eliminate any stagnant water
problems. The project will provide no impact on traditional
navigational uses of the river or any vegetated wetlands. on the
highground excavation of the basin and all earth moving
activities are designed to take place so as to prevent the return
of silt and sediments to the adjacent waters of the Trent River.
CAMA REVIEW
A review of the 1985 land use plan for the Town of Trent Woods
did not reveal any development constrains that would cause the
project to be inconsistent with the goals and objectives of that
document.
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APPL ICAT ION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 146.12) Department of Natural Resourrrs"Community Development Corps of Engineen, Wilmington Distr
(GS 11}229, 143215.3(a)(1), 143-215.3(c), 113A•118 (33 C F R 209.32(.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 Hal McNeely, ASLA for:
A. Name Raynor. -Leonard, OWNER _
Last First ' Middle
B. Address R7_0 Hal 1 V Glen Dr.
_
Street, P. 0. Box or Route McNeely Associate!
-Long Beach, CA 90815 [phone]
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County Craven
B. 1. City, town, community or landmark Trent Shores Subdivision near New Bern
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 Trent R i ypr
-near its entrance into the Neuse River.
Ill. Description of Project
C.
A. 1. Maintenance of existing project 2. New work _80at Lagoon
B. Purpose of excavation or fill
1. Access channel New length' width .2s, depth -fi _n
2. Boat basin NeW length 60, width 0' depth -6.0
3. Fill area length width depth
4. Other length
w Ath depth
1. Cubic yards None 2. Type of material NSA
2. Type of bulkhead construction (material) N/A
D. Excavated material (total for project)
1. Cubic yards ± 900 2. Type of material Sandy Loam
E. F ill material to be placed below MHW (see also V1. A)
1. Bulkhead length _N_LAverage distance waterward of MHW (shoreline)
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
B. Does the disp(iwl area include any marshland, s% amps or other wetland? Yes No _X_
C. Disposal Area
1. Location- Ad.iacent to Project Site
2. Do you claim title to disposal area.'- Yes
D. I ill milcri.tl vwrcc of Irll is to he nun kid in N/A
E. Hu%- will cxtasated material be c•ntiappcd .end erosion eontrolied' Temnnrarv earth tai tic with a cti 1 l Z-n
_bas_in & Biped spillway.
. 1 ypc of cyuipmc•nt to hr usc•J Dragl i ne
G. Wsll marshland he cussed in Irempurling equipment io project silo? If yes, explain Pie-
Dif-B1
Re.. 10/78
e
V. IntrrwW Usc of Project Area (Descn-be)
A- 1. Private Dockinn fnr nri
2. Commercial n/a
3. Housing Development or Industrial _ p /.a
4. Other Old
B. 1. Lot sue(s).-!
2. Ekyation of lot(s) above mean high water Te e' MU1.1
3. Soil type and texture Sandy Loam
4. Type of building facilities or structures --°,r-i-ya-te Res i denee
S. Sewage disposal and/or wastewater treatment A. Existing Planned pemmi ttpri
B. Describe-SPptir• Tank not in C AMA set -back
6. Land Classification (circle one) DEVELOPED TRANSITIONAL COMMUNITY' RURAL
CONSERVATION OTHER (See CAMA Loci Land Use Plan Synopsis
VI. Pertaining to rut and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No X
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes-No X
2. Type of discharge Runoff thrn6,9h Wei ra 4em-,pe4 i s area.
Location of discharge- Into Proposed I aanan
VII. Present rate of shoreline erosion (if known):
Vill. LW permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: qa'
IX. Length of time required to complete project: 100 days
X. In addition to the completed application form, the following item; 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 pit' e r tspi n {oQ 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 Apri 1 17, 7 987
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.
ack
XI. Certification requiremenv i certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolinak approved coastal management prograrn and will be conducted in a
manner consistent with such program.
X11. Any permit issued pursuant to this application will allov+ only the development described in this appli
cation and plat Applicants should therefore describe in the application and plat all anticipated devey-
opment activities, including construction, excavation, filling, and land clearing.
DATE 4' 5 * 00
'1uR
Applicant's Sign#ture
For Leonard Raynor
DAF-62 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rtv. 10178
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IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
April 23, 1987
SUBJECT: File No. SAWC087-N-025-0305

Mr. Leonard Raynor
870 Holly Glen Drive
Long Beach, California 90815
Dear Mr. Raynor:

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 16, 1987, for a
Department of the Army permit to dredge and perform shoreline
stabilization in conjunction with the construction of a channel
and boat basin connecting to the Trent River at your property in
Trent Shores subdivision, New Bern, Craven 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. SAWC087-N-025-0305 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
-2-
J* ,
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
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Kruczynski, Chief
Wetlands Section
Marine and Estuarine Branch
Region IV
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. James Mercer
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. Hal McNeely
McNeely Associates
Post Office Drawer 30126
Raleigh, North Carolina 27622