19860088 Ver 1_COMPLETE FILE_19850514

Permit Class Permit Number
Transfer STATE OF NORTH CAROLINA 201-85
--
Department of Natural Community Development
a Maj

?e 1 ;in
to NCGS 113-229
Issuedto Davenport Properties Corporation, 321 N. Front St., Suite 301, Wilmington, NC 2840
authorizing development in New Hanover! County at AIWW (Greenville Sound near Sea
Gate Community) as requested in the permittee's application dated 2/21/85 and 5/21/86
including attached plats listed in Condition No. 1.
This permit, issued on l?/V c 7 , 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.
M The project must be carried out in accordance with the following
plats, which for the purpose of this transfer, are not attached;
and any reference to marina deletion on plat work for permit action
of 2/26/86zis no longer applicable because of 12/5/$6 action, including
marina: _ 2 plats dated 10/13/85 for marina, .4 plats dated received
9/6/85 depicting _project plan view-with not more than 10% impervious
coverage, 6 sheets for marina construction, "Turtle Cay -'A Private
Residential Development" dated revised 5/12/86 and refinement letter
of.June 19, 1986, attached.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee Signed by the authority of the Secretary of DNRCD and
or other qualified persons within twenty (20) days of the the Chairman of the Coastal Resources Commission.
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit-must" re accessible on-site to, Department _
personnel when the project is inspected for compliance.
Any 'maintenance work or -project modification - : David W. 'Owens, Director
not covered hereunder requires further Departmental Division of Coastal Management
approval.
All work must cease when the permit expires on 'This ermit and 'ts onditions are hereb acre ted
December 31, 1988
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolini Coastal Management Program.
--------------
p t c y p.
Signature of Permittee

Davenport Properties Corporation Permit #201-85
Page 2 of 3
ADDITIONAL CONDITIONS
(2) Impervious surfaces during construction and after project completion must
remain forever more at not more than ten (10)% of the project properties.
Any proposed change from this limitation must be authorized by modification
of this permit.
(3) There must be maintained,' for the life of the permitted project, a thirty
(30) foot undisturbed natural buffer adjacent to all classified waters at
the project site.
(4) The causeway road must not exceed the limitations staked by the Corps of
Engineers and the Division of Coastal Management. Such delineation is shown
on the attached plats. The permittee is encouraged to request a preconstruction
onsite meeting to reconfirm the staked alignment.
NOTE: An Erosion and Sedimentation control plan will be required for this project.
This plan must be filed at least thirty (30) days prior to beginning
any land disturbing activity. Submit this plan to the Department of
Natural Resources and Community Development, Land Quality Section,_ 7225
Wrightsville Avenue, Wilmington, NC 28403.
NOTE: The project site is an area designated as A-10 with a Base Flood Elevation
of eleven (11) feet.
NOTE: Retention and detention areas for stormwater runoff using man-made:: or
natural swales, either vegetated or pnvegetated, can create mosquito
breeding sites capable of producing large numbers of very pestiferous
mosquitoes. Those who. construct or uAe such areas should be 'aware of
this problem and of their responsibility ;to control these mosquitoes
which readily migrate to other places. Mosquito production in' these
areas can be reduced by designs which allow water to stand for no more
than three days. Chemicals can also be used judiciously to control mosquito
larvae. A good system or regular inspections (at least weekly during
the warm months) can provide the information needed to manage these pests
properly. The staff of the Vector Control Branch, [phone] is
available to inspect such areas and offer advice on how best to control
mosquitoes there.
NOTE: The permittee is encouraged to allow as much natural vegetation and undis-
turbed area to remain throughout the site-as is considered feasible.
Marina Construction
(5) In order to protectJuvenile shrimp and fin fish populations, no excavation
--or fi l i ng will be -permi tted":between `Apri?1` I and `September 30 of any year "
without the prior approval of the Division of Coastal Management.
(6) The top width of the access channel/canal, where it crosses the marsh area,
will be maintained to a width no greater than 20 feet.
,nr
Davenport Properties Corporation Permit #201 -85
?... Page 3..of 3. .
ADDITIONAL CONDITIONS
(7) A silt screen will be placed across the mouth of the canal, between the
canal and the Atlantic Intracoastal Waterway (AIWW), while excavation is
being accomplished within the basin and canal.
(8) Excavation will not exceed 6 feet below the elevation of mean low water
(MLW).
(9) All excavated materials will be confined above meal high water and landward
of regularly or irregularly flooded marsh behind adequate dikes or other
retaining structures to prevent spillover of solids into any marsh or surroun-
ding waters.
(10) The disposal area effluent will be contained by pipe, trough or similar
device to a point at or "below the mean low water level to prevent gully
..
7. TV Mssdry 1S171t11thrff:-,
(11) The terminal end of the pipeline wi 11 be positioned at or greater than fifty
(50) feet from any part of the dike and a maximum distance from spillways
to allow settlement of suspended"solids.
(12) A water control structure will be installed at the intake end of the effluent
pipe to assure compliance with water quality standards. ,
(13) The diked disposal area will be constructed a sufficient distance from the
mean high water level of any marsh to eliminate the possibility of dike
erosion into or upon, any marsh and/or surrounding waters.
y..
(14) No marsh grass will be excavated and/or filled.
(15) In order to prevent surface pollutants from leaving the basin, down turned
elbows shall be added to the existing culverts at the west side.
Marina Operation
(16) Prior to occupancy of any boat slips, a marine pumpout facility will be
installed and be,maintained operational for the life of the project.
(17) A no, sewage discharge policy will be posted and enforced by the marina.
(18) Living aboard boats is not authorized at this marina.
(19) Docking ;of `transient boat is prohibited.
.:,(20) Boat-fueling or::maintenance work is prohibited at this marina.
NOTE: A Sedimentation and Erosion control plan is required and has been filed
with the Land Quality Section, Division of Land Resources.
t -
I DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
April 17, 1987
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC087-N-065-0288 RE C E IV E
APR 2 ! 1.9 37
Mr. William Mills WAT ER. ?." A? ITT SECTION
Water Quality Section OPPf,?
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 Davenport Properties for a
Department of the Army permit and a State Water Quality
Certification to place excavated material in wetlands off the
Atlantic Intracoastal Waterway (AIWW), near Bradley Creek, Turtle
Harbour, New Hanover County, North Carolina. Your receipt of this
letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorization of the proposed activity
pursuant to Section 404 of the Clean Water Act, and we have
determined that a water quality certification may be required
under the provisions of Section 401 of the same law. A Department
of the Army permit will not be granted until the certification has
been obtained or waived.
In accordance with our administrative regulations, 60 days
after receipt of a request for certification is considered a
reasonable time for State action. Therefore, if your office has
not acted on the request by June 15, 1987, the District Engineer.
will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Hugh Heine,
telephone [phone].
Sincerely,
har s W. Ho is
hief, Regulatory Branch
Enclosure
I

-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
r
F'Irv L-I%-F1I 1%_111
FOR eA N'0l?ra-?
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASE ENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOP
dminlstration State of North Carolina Department of "thl Army A
A Department
(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 N/A in blank.
Applicant Information
A.
Name Davenport Pr,QPQrt-i P4 (- f n 11a rh n1I- AR SOCi at PS
Last First Middle
Address 201 North Front Street,, Suite 802
Street, P. O. Box or Route
Wilmington NC 28401
City or Town State Zip Code Phone
II. Location of Proposed Project:
A. County New Hanover
B. 1. City, town, community or landmark Turtle Harbour 4 tth d i v i ci -Ln„ Seagate -
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 At 1 an t i e
Intra coastal waterway near Bradley Creek
III. Description of Project
A. 1. Maintenance of existing project 2. NewworkPond• excavation/:Pro.-perty emb.ankmen
B. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length width depth
L_
3. Fill area S building pads length 80 width 80 depth 5 ?1 AO nnf)
>
4. Other upland pond length 600 width 1 50 depth A (r400 , 000 L
C. I. Bulkhead length N/A Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material) N/A
D. Excavated material (total for project)
1. Cubic yards 15 , 0 0 0 2. Type of material T .n r- .q 1 e n i l
E.. Fill material to be placed below MHW (see also V1. A)
1. Cubic yards N/ A 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 X No
B. Does the disposal area include any marshland, swamps or other wetland? Yes X No
C. Disposal Area Roads, island embankment also (see plat)
1. Location wetlands areas lots 7 8 9 10 & 11 and road between lots 10 & 22
2. Do you claim title to disposal area? Yes
U. Fill material source if fill is to be trucked in N/ A L. How will excavated material be entrapped and erosion controlled? Natural to p o g r aphy f en c in g
--
and vegetation
1. lypeuf equipment tobe used Dragline, payloader, and dump truck
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No
D& F-B 1
kev. 10/78
t7
.1',
VV. Intended Use of Project Area (Describe)
A. 1. Private Cosmet "
2. Commercial
Housing Development or Industrial
Other
20 000 S Q. Ft -I-
B. 1. Lot size(s)
2. Elevation of lot(s) above mean high water 6-10
3. Soil type and texture S an d- Fin e
4. Type of building facilities or structures Wo o d f rame
5. Sewage disposal and/or waste water treatment A. Existingc o un t v c o 11 Planned
B. Describe
6. 'Land Classification'(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes 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
2. Typeofdischarge Pond spillway, will onerat during Sn.,rte Grnrm
3. Location of discharge south property line- see drawing
VII. Present rate of shoreline erosion (if known): Less than 2 f P P r }i.?* G a r• ,
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: It 10 2 7 7 4/20 1 85 ( LAMA )
IX. Length of time required to complete project: s i x m o n the
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.
Attach an accurate work plat drawn to scale on 8%: X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
.C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
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.
H Ellington 2010 N Kerr Aup Wj 1 mi,,gton. NC 28403
J M Rodeers - 471 5 01 Pnn rlPr n-r uj i 2ton NC 28403
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XII.
Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearog. , /l
DATE 3 11,3 rI
Applicant's S
D&F•82 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10178
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IMPdRTANT,
Message
dt-- ?1DlJ,?? ,
signe
N. C. Dept. of Natural ?Resourcas and Com nlrttlfy, Development
Permit Class
Modification STATE OF NORTH CAROLINA
(by CRC Variance) Department of Natural Community Development
?.
C eS9ics ion
[A I
-FRIL 12,t71b
Q ExcavatioFj?6 i
to NCGS 113-229
Permit Number
201-85
Issuedto Casco Crafters, Inc., 620 Market Street, Wilmington, NC 28401
authorizing development in New Hanover County at AIWW (Greenville Sound near Sea Gate
Community) as requested in the permittee's application dated rec. 5/21/86 including
attached plat set for marina construction, sheets 2-6 of 6, dated revised 5/12/86.
This permit, issued on is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee. to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) This modification of permit No. 201-85 must be attached to the original
transferred on February. 26, 1985 to Casco Crafters. The permit must be
available on site when Division personnel inspect the -upland and marina
aspects of the project for compliance.
Marina Construction
(2) In order to protect juvenile shrimp and finfish populations, no excavation
or filling will be permitted- between April 1 and September 30 of any year
without the prior approval of the Division of Coastal Management.
(3) The top width of the access channel/canal, where it crosses the marsh area,
will be maintained to a width no greater than 20 feet.
(4) A silt screen will be placed across the mouth of the canal, between the
canal __and the-_Atl-anti c-- Intracoastal Waterway (AIWW)i while excavation is
accomplished within the basin and canal.
(See attached sheet for Additional Conditions
This permit action may-be appealedby 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. 1988
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Casco Crafters, Inc. Permit #201-85
Page 2
ADDITIONAL CONDITIONS
(5) Excavation will not exceed 6 feet below the elevation of mean low water
(MLW).
(6) All excavated materials will be confined above mean high water and landward
of regularly or irregularly flooded marsh behind adequate dikes or other
retaining structures to prevent spillover of solids into any marsh or surroun-
ding waters.
(7) The disposal area effluent will be contained by pipe, trough or similar
device to a point at or below the mean low water level to prevent gully
erosion and unnecessary siltation.
(8) The terminal end of the pipeline will be positioned at or greater than fifty
(50) feet from any part of the dike and a maximum distance from spillways
to allow settlement of suspended solids.
(9) A water control structure will be installed at the intake end of the effluent
.-pipe to assure compliance with. water quality standards.
(10) The diked disposal area will be constructed a sufficient distance from the
mean high water level of any, marsh to `eliminate the possibility of dike
erosion into or upon any marsh and/or surrounding waters.
(11) No marsh grass will be excavated and/or filled.
(12) In order to prevent surface pollutants from leaving the basin, down turned
elbows shall be added to the existing culverts at the west side.
Marina Operation
(13) Prior to occupancy of any--boat slips, a marine pumpout facility will be
installed and be maintained operational for the life of the project.
(14) A no sewage discharge policy will be posted and enforced by the marina.
(15) Living aboard boats is not authorized at this marina.
(16) Docking of transient boat is prohibited.
(17) Boat fueling or maintenance work is prohibited at this marina.
NOTE: A Sedimentation and Erosion control plan is required and has been filed
. with the Land Quality Section, Division of Land Resources.
ilk

Permit Class
New, STATE OF NORTH ,CAROLINA
-Department of Natural Community Development
t, _ . .

0 . Maj }J'?e I in t onmental
a . Con
1Iq?IL 12.11?b
F.xcavatio to NCGS 113-229_
Issuedto DCS, Ltd., 16 Causeway Road, Ocean Isle Beach, NC 28459
Permit Number
40-86
authorizing development in Brunswick County at AIWW (mainland side at"Bent Tree
Plantation") as requested in the permittee's application dated 3/6/85 including
attached plats designated by DCM as sheets 1-5 of 5
This permit, issued oa 19"K) $ , .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
P0014W to. flttc, kWr#WUWnt or an?il. action; or Mpy the permit to be null and void.
Excavation and Launching Facility Construction
(1) €Eavatavn wild be ]united to the boat ramp. access channel and the areas
a directly `'waterward of "tle docks, No excavation :will take place in the areas
outside and la dwa+d of locks. _
(2) The `boat ramp .will be aligned to -traverse the minimum area of vegetated
wetlands.
(3)- In order to protect juvenile shrimp, no excavation will be permitted between
the dates of April l and September 30 of any year without the prior approval
of the N. C. Division of Coastal Management.
(4) All excavated material will be confined landward of the mean high water
(MHW) elevation contour within adequate dikes or other retaining structures
to-prevent spillover of solids into any-marsh or surrounding waters.
See attached sheet for Additional Conditions
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or' project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31, 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.
Da 4d. W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

OCS Ltd.
ADDITIONAL CONDITIONS
Permit #40-86
Page 2
(5) 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.
(6) ..A water,., control .structure will be :installed, at. the, intak0'_` nd 'of. theefflt?ient
pipe, leading 'from the retention area, to ensure. maximum "seial_ ment 6f-:'Qs pended
solids.
(7) Flow from the diked retention area will be confined by pipe, trough or similar
device to a point at or below the mean low water (MLW) elevation contour
to prevent gully erosion and resultant unnecessary siltation.
(8) Excavation will not exceed 6 feet below the elevation of mean low water
(MLW),
(9), Wet concrete: shall not be allowed to' enter the adjacent waters as a result
of the construction of the boat ramps.
00) ;Tam acOvity shall -be conducted in such a manner as to prevent significant
increase id turbidity outside;the;area`of consteuction.or construction-rel'.ated
discharge (increases such that the turbidity in the `Stream As 25 NTUs _'or
les
s are hot odnsidered.,signif acant)'.
Nati=;acility'Dperation.and Maintenance
(11) fueling facilities are not authorized by the permit.
(12) There shall. be posted at the marina.a sign informing those.who use the facility
that sewage may not be discharged from..docked:.boats.
NOTE: - The scheme of development contemplates the presence of structures and
their attendant utilities on lands subject to an easement in favor of
the United States for the operation, maintenance, improvement, and enlarge
ment Qf ahe Ata antic :Intracoastal Waterway., (AIWWAccordingly, `the
permittee will be required to `remove such structures and improvements
at his own expense in the event that, in the judgment of the Corps of
Engineers acting'on behalf of the United States, lands are needed at
any time for any purpose within the scope of the easement. Permanent
buildings will not be constructed in areas subject to such easement.
NOTE: The permittee hereby recognizes the possibility that the structure herein
may be subject to damage by wave wash from passing vehicles. The issuance
of this permit does not relieve the permittee from taking all proper
steps to ensure the integrity of the permitted structure and the safety
of boats moored thereto from damage by wave wash, and the permittee shall
not hold the United States liable for any such damage.
or DCS, Ltd. Permit #40-86
Page 3
ADDITIONAL-CONDITIONS
(13) The stormwater management system must be maintained, including the periodic
removal of fines and silts from the retention basins.
(14) Impervious surfaces within 75' of the mean high water mark must not exceed
30% of-ground coverage within that AEC zone.
NOTE: The permittee and/or his contractor is urged to meet with representatives
.from the local field office of the Division of Coastal Management to
discuss the permit conditions. Telephone [phone].
NOTE: An Erosion and Sedimentation control plan will be required for this project.
This plan must be filed at least thirty (30) days prior to beginning
any land disturbing activity. Submit this plan to the Department of
Natural Resources and Community Development, Land Quality Section, 7225
Wrightsville Avenue, Wilmington, NC 28403.
NOTE: It is recommended that native vegetation, to the extent possible, be kept
throughout the project to reduce storwmater runoff and provide habitat
for wildlife.

-l lTKIN
PERMIT TO EXCAVATE ANDpR FLL MATER I.I j R
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR T
OFFICE OF CppFFICE?
WILMINGTONt M so Amoy
oeprtw.nt of Ado star of ow" Cambia ?w I? ?
ws 1K1? Departnnnt of Natagt Raawtraa OW Cwrwrkr DerMeP eetrrt M E „?DUN"
y _.I33Gfd 3•• J2B?i2f1
IWi 113.229. t13.21S.3{aXII,143.2tS.3161. 113A•118
Plwe type or print and fill in ap blanka If informatiarr b w oppkable, w indicaw Oy pacing N/A M Itlatit.
I. Applicant Info DCS , Ltd.
A. how Middle
16 Causeway ROW First
B. Address
Street, P O Box or Route
Ocean Isle Beach,.North Carolina 28459 [phone]
Cttv or Town State Zip Code phone
$1. Location of Proposed Protect
A. County Brunswick
It. 1. City, town, community or landmark Near Ocean Isle Beach.
2. k proposed wort within utv limns yes No X
C Creek, river, teund or bay upon which protect is located or rawest named body of water to project
Atlantic Intracoastal Waterway.
M/.OncrotionOfProtect Docking and launch facility.
A. t. Maintenance of existing protect 2. New work -
5. Purpose of e:wvation or fill
1. Access channel length-width -depth
2. awl basin length 1030 width 120 -depth -8 from M. L. W .
3, Fill area Iength,??oridth depth
4. Oilier length ??? tt?tdth??dKpth
150 Retaining wall next to ramp.
C I . Bulkhead length Average distance waterward of MR* (shoreline)
2. Type of bullhead construction imaterrai) Sea wood
0. Excavated material (total for protect)
1 . Cubic yards 15, 000 2 Type of material Sand and s i l t .
E. Fill material to be p15ed below MHw (see also VI A)
1. Cubic yards ?2. Type of mater.41 Concrete for boat ramp.
IV. Land Type!, Disposal Area, and Construction EMuprnent
A. Does the area tu be a}cuvated include any marshland swamps or other wetland' Yes - No X.,.
8. Does the disposal area include inv marshland, swamps or other wetland' Yes.?.?. %o X
C. Disposal Area South Side of A.I.W.W. in Corp spoil area
1. Location
2. Do you claim title to disposal area' No - Army Corp of Engineers.
0. Fill material vw,,e of till is w be uricred in N/A
E. Now will e+rsavated material be entiaNped and erovan donuolled' Dike and water control structure
i Typcof epurpmenttr,be uted ? Hydraulic dredee.
b Will tti wlhland be ue?ted m trantpwiing fiQNrpQtertt to protect rate t If yes. eeptatn No.
SM-61
was. l?•
b
V. I mm* d w of ft*a Am CON06 i
A. 1. P, llo?w _?? - -
s c??r
IL jjow tpDWdeptineWork &WSM Use for single and multiple family nroiect.
4. 011W
a 1. Lot treat(s) - 8 acres
1 Ebyatian of kt(s) abort lawn NO waar Ave 10' N . G . V . D .
S Soft type and taaWe Sand .??
Tt?pevtbuitdinphcilttKyaWuctutes 60 multiple family units, club ho :s swimmine
pool, docks, and boat ramp.
1 StwaV6*)oW and/a waste water Utahtant A. Existing O'lrrntd X
Tertiary treatment with upland subsoil disposal
i. Lartd Clasufication (circle one) DEVELOPED TRASS111UNk. COMMUNITY RURAL
CONSERVATION ATHtR -(See CAM ALocal t.andUnMw Synopia
VL hrtsinind to Fill and *air Quality
A. Does the proposed proles t :Rvolvt the placennent of fill rnaterias& below -near 4rjh water? Yee No ???
R 1. Will ant runoff or discharje enter adlaccnt waters as a rtwit of prwct activity a planned use of the
area followinj project completion' YesX No
1 Type ofdwacharp Overflow pipe from disposal area.
1 Lawson of drscharp c p l a t .
VU. 10wo raft of *mWine erosion IN krtawn) Unknown .
VML Lbs ptrntit nwnben and 'arise dates of pr"wA Oepann+ent of Army Corps of Eogman or Stw perweb Oar
k in Pre *t W", if oplicaMo N
tatw - -
OL Lan#* of drew nqubw to C. 101-W project.
X Flt aMdorw to tht anrpkfsd apPiittkw+ iMnt„ tM farowiit j taenet wtst M p+twNtd •? : • ?, , • .. .
A. Attach a copy of tAeAsW (with State application only) or other sastrum t urwder wrlnch 1
aiainu title to the affected proprty, OR if appiweant is toot ebtrnatj to be the owrwtr O
Man forward a copv of the dad or other iruvuwAnt tinder tvhidw 11a owner elairrw? ti ittsn
ferm6swn from the owner to carry out the project on his land. 1985
VAR 6
1R Attach an accurate work plat drawn to scale on Ah X I I"white pow Isla inst?ucttan booklet or S
dttails) Note O?4pna' draw:nj? preferred • only NO oualny copies accepted. OFFICE OF COASTAL MANAGEMEN
C A copy of the appln.at?on and plat mutt be served upon adocent ? rian tartdowne?s by REGIONAL OFFICE
senifiod mail o? by publication (G.5. 113.224 (d))Enter date wo ^? r (o ' r9 ft'S
0. List names and complete addwessos of the riparian landownws with prowly s/pinirtl jpptwtant's.
have days in which to surbmit Corr t1 ul aptnues C btiowr.
71 2j,4 XL C&TOWicatie" milk - mail I certify that to the best of my knowkdpt, ow proposed activity carwtwes
wkh IM State of North Carohesa+s approved coastal lnanap now PMVW and will be conducted in a
rnrr consistent with tech prgrarn.
xM. Any pwmit rsund purswnt to this application will afMow only ahs Ilwtlopwint dttirltd m Mavis appli
aatibr? and plat. Applicants tfhould 11heretae d&Kflbe in 04 appitearr? led plat ail daai•
aptotnr activities, imkwdw d corAuuCtion, anumatiaK.11o ttp, aid tiurioM
06M ut REVERSE SIDE K* MAX" "nuffmo
61111. "Fill

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ICE OF COASTAL MANAGEMENT
WILMINGTON REGIONAL, OFFIC
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EXISTING DIKED SPOIL AREA
(Di5POSAL AREA FOR TW9 PROPOSED
PROJECT)
REOUEST196 FERMISSIOW TO
FF-suiLp QART OF DIKE SYSTEM,
19STALL STILLINCa 5ASIN WITH
PIPED S?)LLwAY-
r BENT TREE PLANTATION
Soo 0 gOp DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
SCALE: f"=8lXJ'
FRom BRUNSW lck CovNTl TA.X MAP BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985 SHEET OF
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BENT TREE PLANTATION
DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
?T ILLIr1?
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MARCH 5, 1985 SHEET OF

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I OFFICE OF COASTAL MANAGEMENT
WILMINGTON REGIONAL OFFICE
BENT TREE PLANTATION
DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
I
BY: DCS, LTD.
N 16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985 SHEET OF
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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary Director
October 10, 1985
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Tripp Sloane
DCS Ltd.
16 Causeway Road
Ocean Isle Beach, NC 28459
Subject: Application for Water
Quality Certification
DCS Ltd.
Bent Tree Plantation
Brunswick County
Dear Mr. Sloane:
Your application dated March 6, 1985 and recent revisions, for a
Water Quality Certification under Section 401 of the Federal Clean Water
Act as Amended has been reviewed by our staff. Your proposal is to
develop an eight acre tract of land by constructing 60 multi-family
housing units, club house, swimming pool, 10 slip boat basin, and
parking areas adjacent to the Atlantic Intracoastal Water Way near Ocean
Isle Beach. The issuance of a Water Quality Certification is a finding
by this Division that the proposed activity will not cause a violation
of water quality standards or discharge guidelines.
There is an aspect of the project which causes us considerable
concern as to the effect on water quality standards in these waters
which are classified SA. This is the fecal coliform levels which are
contained in the stormwater runoff. Information available to us at this
time indicates that a violation of fecal coliform standards will be
expected to occur as a result of stormwater runoff where effective
impervious surface areas are in excess of 10% and waters are classified
SA. Where effective impervious areas are greater than 10%, diversion,
treatment or containment of the stormwater runoff up to the 100-year,
24-hour rainfall event would be needed to assure protection of the
water quality standard. This project as proposed, would have in excess
of 25% effective impervious area.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

4
Mr. Tripp Sloane
Page Two
October 10, 1985
Another aspect of the project which causes concern is boat
operation. Sewage discharged from boats in the boat basin is likely to
cause a violation of-the fecal coliform standards. In order for us to
conclude that sewage discharge from boats will not occur, we would have
to be satisfied that the project can and will prevent sewage discharge
from boats on a long-term basis. Past experience has been that just
providing marine pump-out facilities is insufficient to prevent sewage
discharges from occurring. Also spill potential at the fueling docks is
an area where specific plans will need to be developed to assure that the
marina operation will not pose a threat to water quality.
Because the stormwater runoff from the proposed project is expected
to violate water quality standards and the operation of the boats could
cause a violation of water quality standards due to sewage from boats
and/or fuel spillage, I have concluded that the proposed project should
not be certified. Your application for a Water Quality Certification is
hereby denied. Should you redesign the project from the standpoint of
stormwater impacts and boat operation in such a manner as to satisfy our
concerns for water quality protection, I will reconsider this denial.
It is suggested that you work closely with our Wilmington Regional
Office in any'redesign of the proposed project. _
You do have the right to a review by the Environmental Management
Commission, if the denial is unacceptable to you. Your request for
Commission review must be in writing, identifying the specific items to
be contended, within 10 days of your receipt of this denial. If you have
any questions concerning this matter, please contact Mr. Bill Mills at
919/733-5083.
Sincerely,
ORIGI"zAL SIGNED BY
Z. PAUL WILMS
R. Paul Wilms
cc: George Everett
Dennis Ramsey
Wilmington Regional Office
David Owens
J. sib. 4ph
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
July 31, 1985
IN HLPLY HtFtH IU
Regulatory Branch
SUBJECT: File No. SAWC085-N-010-0151
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 21687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of D. C. S., Limited, represented
by Mr. Tripp Sloan, to excavate a channel and basin and construct
a dock and boat ramp facilities on the Atlantic Intracoastal
Waterway (AIWW) at Bent Tree Plantation near Ocean Isle Beach in
Brunswick County, North Carolina. Also, reference our letter of
June 17, 1985, whereby we furnished revised plans to the Federal
agencies:
The Federal agencies have reviewed the revised proposal, and
they, with our concurrence, recommend the following conditions be
included in the State authorization:
a. Excavation will be limited to the boat ramp access
channel and the areas directly waterward of the docks. No
excavation will take place in the areas outside and landward of
docks.
b. The boat ramp will be aligned to traverse the minimum
area of vegetated wetlands.
C. In order to protect juvenile shrimp, no excavation will
be permitted between the dates of April 1 and September 30 of any
year without the prior approval of the North Carolina Division of
Coastal Management.
d. All excavated material will be confined landward of the
mean high water (MHW) elevation contour within adequate dikes or
other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
#
e
s -2-
e. 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.
f. A water control structure will be installed at the
intake end of the effluent pipe leading from the retention area to
ensure maximum settlement of suspended solids.
g. Flow from the diked retention area will be confined by
pipe, trough, or similar device to a point at or below the mean
low water (MLW) elevation contour to prevent gully erosion and
resultant unnecessary siltation.
h. Excavation will not exceed 8-feet below the elevation of
mean low water (MLW).
. i. The scheme of development contemplates the presence of
structures and their attendant utilities on lands subject to an
easement in favor of the United States for the operation,
maintenance, improvement,.and enlargement of the Atlantic
Intracoastal Waterway (AIWW). Accordingly, the permittee will be
required to remove such structures and improvements at his own
expense in the event that, in the judgment of the Corps of
Engineers acting on behalf of the United States, lands are needed
at any time for any purpose within the scope of the easement.
Permanent buildings will not be constructed in areas subject to
such easement.
j. The permittee hereby recognizes the possibility that the
structure herein may be subject to damage by wave wash from
passing vessels. The issuance of this permit does not relieve the
permittee from taking all proper steps to ensure the integrity of
the permitted structure and the safety of boats moored thereto
from damage by wave wash, and the permittee shall not hold the
United States liable for any such damage.
Questions or comments may be addressed to Mr. Ernest Jahnke,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
4 ?
-3-
opies 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
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Lee Pelej
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. Rob Moul
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
l D'PAkTIVIENT OF THE ARMY
WIL IN ITON' DISTRICT, CORPS OF ENGINEERS
O. BOX 1890 ,
WI I GTON^RORTH CAROLINA 28402.1890
March 6, 1986
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC085-N-010-0151
Mr. Tripp Sloane
DCS, Ltd.
18 Causeway Road
Ocean Isle Beach, North Carolina 28459
Dear Mr. Sloane:
RECEIVED
MAR 10 1986
WATER QUALITY SECTION
OPERATIONS BRANCH
Reference your application for a Department of the Army permit
to excavate.a channel and basin and construct a dock and boat ramp
facility on the Atlantic Intracoastal Waterway at Bent Tree
Plantation near Ocean Isle Beach, Brunswick County, North
Carolina.
Your proposal has been reviewed and found to be consistent
with the provisions and objectives of general permit No. SAWCO8'0-
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 N.C.
Division of Coastal Management prior to performing any such change
or alteration. Such action is necessary as revised plans must be
reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Ernest Jahnke,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished (with enclosure):
Director, Atlantic Marine Center Ms. L. K. (Mike) Gantt
National Ocean Survey, NOAA U.S. Fish and Wildlife Service
ATTN: CAM04, 439 West York Street Post Office Box 25039
Norfolk, Virginia 23510 Raleigh, North Carolina 27611-5039
Mr. John Parker Mr. Randy Cheek
Division of Coastal Management National Marine Fisheries
.North Carolina Department of Service, NOAA
Natural Resources and Pivers Island
Community Development Beaufort, North Carolina 28516
Post Office Box 27687
Raleigh, North Carolina 27611-7687 Mr. William L. Kruczynski, Chief
Wetlands Section
Mr. William Mills Marine and Estuarine Branch
Water Quality Section U.S. Environmental Protection Agency
Division of Environmental .345 Courtland Street
Management Atlanta, Georgia 30365
North Carolina Department of
Natural Resources and Mr. Rob Moul
Community Development Wilmington' Regional Office
Post Office Box 27687 - North Carolina Division of,
Raleigh, ,North Carolina 27611-7687 Coastal Management'
7225 Wrightsville Avenue
Mr. Charles Jones Wilmington, Northtarolina 284Q3
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
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fmsuILD PART OF DIKE SYSTEM,
'?cL? r v AA INSTALL STILLINCi BASIN WITH
?+? „ i " r, ' r w `" s 6 1985 I°IP6D sp1LLwAy.
r = : - r ICE OF COASTAL MANAGEMENT
WILMINGTON REGIONAL OFFIC
BENT TREE PLANTATION
Soo o gap DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
SCALE:
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16 CAUSEWAY ROAD
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BY: DCS. LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985 SHEET OF
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MAR 6 1985
T
1 { OFFICE OF COASTAL NA OFFlCENT
6 WILMINGTON REGIO
i 9r?AGL___}__ BENT TREE PLANTATION
rI DOCKING AND LAUNCHING FACILITY i
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
GROSS -SECTION 16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985- SHEET OF
?. STATE a
~ ye n
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary January 30, 1986 Director
Mr. Tripp Sloane
DCS Ltd.
16 Causeway Road
Ocean Isle Beach, NC 28459 -
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Bent Tree Plantation
Development
DCS Ltd.
Brunswick County
Dear Mr. Sloane:
Attached hereto are two (2) copies of Certification No. 1875
issued to DCS Ltd. dated January 30, 1986.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
Original Signed BY
Dennis R. Ramsey
For R. Paul Wilms
cc: Wilmington District Corps of Engineers
Wilmington Regional Office
Mr. William Mills
Mr. David Owens
pollution prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
^-
I
NORTH CAROLINA
Brunswick County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and
subject to the North Carolina Division of Environmental Management
Regulations in 15 NCAC 2H, Section .0500 to DCS Ltd. pursuant to a
revised application filed on the 27th day of December, 1985 to develop a
residential project with swimming pool, and boat basin.
The Application provides adequate assurance that the discharge of
fill material into a wetlands area adjacent to the waters of Atlantic
Intracoastal Waterway in conjunction with the proposed residential
development in Brunswick County will not result in a violation of
applicable Water Quality Standards and discharge guidelines. Therefore,
the State of North Carolina certifies that this activity will not
violate Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if
conducted in accordance with the application and conditions hereinafter
set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner
as to prevent significant increase in turbidity
outside the area of construction or construction-
related discharge (increases such that the
turbidity in the Stream is 25 NTU's or less
are not considered significant).
2. That wet concrete shall not be allowed to enter
the adjacent waters as a result of the construction
of the boat ramps.
3. That the owner provide a marine pumpout facility
and enforce a locked-head policy for the boat
docking area.
4. That there shall not be any live aboard on boats
allowed.
5. That there will not be any services provided to the
boats such as fueling, maintenance, etc.
6. That proper maintenance of the stormwater management
system be implemented including the periodic removal
.of fines and silts from the retention basins.

Z]
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the above
conditions are made conditions of the Federal Permit.
This the 30th day of January, 1986.
DIVISION OF ENVIRONMENTAL MANAGEMENT
WQC# 1875
Original Signed By
DenrgS gau?a%jee
For Y, Director
STA
•? GHM ??
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary January 30, 1986 Director
Mr. Tripp Sloane
DCS Ltd.
16 Causeway Road
Ocean Isle Beach, NC 28459
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Bent Tree Plantation
Development
DCS Ltd.
Brunswick County
Dear Mr. Sloane:
Attached hereto are two (2) copies of Certification No. 1875
issued to DCS Ltd. dated January 30, 1986.
If we can be of further assistance, do not hesitate to contact us.
Sincerely, ours,
Original Signed ?y
Dennis R. Ramsey
For R. Paul Wilms
cc: Wilmington District Corps of Engineers
Wilmington Regional Office
Mr. William Mills
Mr. David Owens
Pollution Prevention Pais
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
Brunswick County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and
subject to the North Carolina Division of Environmental Management
Regulations in 15 NCAC 2H, Section .0500 to DCS Ltd. pursuant to a
revised application filed on the 27th day of December, 1985 to develop a
residential project with swimming pool, and boat basin.
The Application provides adequate assurance that the discharge of
fill material into a wetlands area adjacent to the waters of Atlantic
Intracoastal Waterway in conjunction with the proposed residential
development in Brunswick County will not result in a violation of
applicable Water Quality Standards and discharge guidelines. Therefore,
the State of North Carolina certifies that this activity will not
violate Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if
conducted in accordance with the application and conditions hereinafter
set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner
as to prevent significant increase in turbidity
outside the area of construction or construction-
related discharge (increases such that the
turbidity in the Stream is 25 NTU's or less
are not considered significant).
2. That wet concrete shall not be allowed to enter
the adjacent waters as a result of the construction
of the boat ramps.
3. That the owner provide a marine pumpout facility
and enforce a locked-head policy for the boat
docking area.
4. That there shall not be any live aboard on boats
allowed.
5. That there will not be any services provided to the
boats such as fueling, maintenance, etc.
6. That proper maintenance of the stormwater management
system be implemented including the periodic removal
of fines and silts from the retention basins.

i

Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the above
conditions are made conditions of the Federal Permit.
This the 30th day of January, 1986.
ari,I D c?ISe?17IRONMENTAL MANAGEMENT
Dennis R. Ram5eY
For R. Paul Wilms, Director
WQC# 1875

.x.
?,. If .»
a
"400'\'

DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
January 30, 1986
M E M O R A N D U M
TO: John Parker
FROM: Dennis Ramsey ORIGINAL SIGNED BY: E'R'R.
SUBJECT: Modified Application for CAMA Permit
DCS Ltd.
Bent Tree Plantation
Brunswick County
The Subject project has been reviewed for water quality impacts and
the following comments are offered:
1. The modified design for stormwater management should assure
that the effect on adjacent SA waters due to stormwater runoff
should not be significantly different than natural conditions..
2. The 401 Water Quality Certification has been issued and is
attached. Conditions of the Certification should be included
as conditions of the CAMA permit to assure water quality
protection from potential overboard discharges from boats and
from construction of the boat ramps.
3. On the basis of the above we remove our previous objections to
the project.
DRR/BM:dkb
Attachment
cc: Preston Howard
Bill Mills
DIVISION OF ENVIRONMENTAL MANAGEMENT
January 9, 1986
MEMORANDUM
To:
From:
Thru :
Bill Mills
Operations Branch
Michael F. Williams
Wilmington Regiona Office
A. Preston Howard, Jr.
Wilmington Regional Office
C, t 4
Subject: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Bent Tree Villas Revision
Brunswick County
The applicant has revised earlier proposals by developing a storm-
water management plan for the proposed 60 unit multi-family. structures, club
house, twin boat ramps.and 10 slip boat mooring area, adjacent to the
AIWW near Ocean Isle Beach, classified SA.
The project has been reviewed based on the stormwater management
proposal dated December 19, 1985. The plan.indicates that stormwater
runoff from 4 drainage areas will.enter 4 retention basins capable of
effectively containing and percolating stormwater runoff from impervious
surfaces during a 100 year - 24 hour storm. The attached calculations and
soils reports were performed in accordance with the regional office
requirements, and in conclusion, appear adequate to protect adjacent
SA waters.
Additional comments are provided as follows:
1. The project will require 401 certification.
2. It is recommended that the 401 certification be issued containing
the following conditions:
a. Turbidity in the receiving.waters shall not.exceed
25 NTU as a result of the project activity.,
b. Wet concrete shall not be allowed to enter the adjacent
waters as a result of the construction of the boat ramps.
3. The applicant has not indicated that marine pump-out facilities
or a locked head policy will be implemented at this development.

4mo to Bill Mills
Page 2
JanQiary 9, 1986
An overboard discharge of sewage will violate water quality
standards for waters classified SA. It is, therefore,
recommended that these provisions be included as a part of
the conditions of the CAMA permit.
4. Maintenance of the retention basins is required to insure
maximum efficiency. Periodic removal of fines and silts from
the basins should be required to avoid reduced permeability.
MFW/sf
cc: Rob Moul - DCM
Wilmington Regional Office
Central Files
v ti?
BENT TREE VILLAS
STORMWATER RETENTION PLAN
Revised Calculations
100 Year Storm
RUNOFF CALCULATIONS
For calculation purposes, the entire site was divided into 6 subareas.
The amount of impervious area in each subarea will be determined and runoff
volume calculated for the 100 year storm event (10.5" precipitation in 1
hour; 4.5" precipitation max. intensity in 1 hour).
After this volume is known, a retention system will be designed to
insure that no discharge to surface waters will occur from impervious
surfaces during the 100 year storm and that the retained runoff will percolate
into the soil.
See color-coded site plan for the various subareas. The revised
percolation rates were obtained from the attached soils evaluation conducted
by Mr. Ed Andrews, P.G.
AREA 1, 2, and 6
Areas 1, 2, and 6 have been combined. The runoff from impervious
surfaces will be diverted into a common percolation basin.
Total Combined Impervious Surface Area (From Previously Submitted Calculations)
= 79,640 Ft2
10.5" in 24 hrs = x 0.875 Ft. Precip.
69,685 CF Runoff in 24 Hours
= 79,640 Ft2
4.5" in 1 hr. = x 0.375 Ft. Precip.
29,865 CF Runoff in 1 Hour
Percolation Basin Area = 7,000 Ft2 (by Planimeter)
Percolation Basin Depth = 1.5'
W.T. Elev. = 7.0'
Basin Rim Elev. = 11.0'
Percolation Rate (from soils evaluation) = 56.25 in/hr. 4.7 ft/hr.
Basin will Percolate 4.7'/hr. x 7,000 Ft2 32,900 CF/HR.
? i.
AREA 1, 2, 6 (cont.)_
29,865 CF(1 hr. R.O.) - 32,900 CF/HR. = -3,035 CF
Basin will percolate in excess of the calculated 1 hr. max. intensity runoff.
Total Runoff from 100 year storm = 69,685 CF = 2,903 CF/HR.
Basin will percolate 32,900 CF/HR., therefore no accumulations from 100 year
24 hour storm.
Excavate Basin 1.5' to provide freeboard and eliminate vegetative cover.
Evcavated material will be used to raise elevations of unit and driveway
in Area #6 to allow diversion of runoff into retention basin.
AREA 3
The soils evaluation indicates that a portion of the percolation basin
originally proposed for Area #3 over lies low permeability material. The
basin configuration has therefore been changed such that it is underlain
only by permeable material (see soils evaluation addendum).
Impervious Surfaces = 27,283 FT2 (from previously submitted calculations)
x 0.875 FT. Precip.
23,872 CF. R.O. in 24 Hours
27,283 FT2
x 0.375 FT. Precip.
10,231 C.F. R.O. in 1 Hour
Percolation Basin Area = 4,500 FT2
Percolation Basin Depth = 2.0'
W.T. Elev. = 7.5'
Basin Rim Elev. = 10.0 '
Percolation Rate (from soils evaluation) = 45 in/hr. = 3.75 ft/hr.
Basin will percolate 3.75'/hr. x 4;500 FT2 = 16,875 CF/HR.
10,231 CF(1 hr. R.O.) - 16,875 CF (Perc. Rate) = -6,644 CF
Basin will percolate in excess of the calculated 1 hour max. intensity runoff.
Total runoff from 100 year storm = 23,872 CF = 995 CF/HR.
Basin will percolate 16,875 CF/HR, therefore no accumulation during 100 year
24 hour storm.
Excavate basin 2.0' into the most permeable material. This will also pro-
vide freeboard and eliminate vegetative cover.
2

AREA 4
The parking lot originally proposed in Area 4 has been deleted.
Remaining Impervious Surfaces (streets) = 3,200 FT2
x: 0.875 FT. Precip.
2,800 CF R.O. in 24 Hours
3,200 FT2
x 0.375 FT. Precip.
1,200 CF R.O. in 1 Hour
Swale Area = 800 Ft2
Swale Depth = 3.0' (2.0' after backfill)
W.T. Elev. = 5.0'
Rim Elev. = 7.0'
Percolation Rate = (most permeable material at 2-4' BLSD)
Assume Percolation Rate of 20 in/hr. (Telecon w/ Ed Andrews on 12-16-85)
= 1.67 Ft/Hr.
Basin will percolate 1.6 Ft/Hr. x 800 Ft2 = 1,280 CF/HR.
1,200 CF(1 hr. R.O.) - 1,280 CF(Perco. Rate) = -80 CF
Basin will percolate in excess of the calculated l hour max. intensity runoff.
Total runoff from 100 year storm = 2,800 CF = 233 CF/HR
Basin will percolate 1,200 CF/HR, therefore no accumulation from 100 year
24 hour storm.
Excavate Swale 3.0' into the most permeable-material. With the seasonal
high water table at 5.0' this will provide 2.0' of freeboard. Backfill
with permeable material to Elev. 5..0'. Material to be obtained from
Basin #2.
AREA 5
Runoff from impervious surfaces in Area 5 will be collected in drain-
age swales and percolated into the soil.
Impervious Surfaces = 9,350 FT2
x 0.875 FT. Precip.
8,181 CF R.O. in 24 Hours
3

Area 5 (cont.)
9,350 FT2
x 0.375 FT. Precip.
3,506 CF R.O. in 1 Hour
Typical Swale Section = 3.5' width x 1.0' depth
W.T. Elev. = 7.5'
Percolation Rate = 21.25 in/hr = 1.8'/hr.
Provide 600 LF swales as shown on plan.
Total area of swales = 600 LF x 3.5'W = 2,100 FT2.
Swales will percolate 1.8' x 2,100 FT2 = 3,780 CF/HR
3,506 CF(1 hr. R.O.) - 3,780 CF(Perc. Rate) = -274 CF
Swales will percolate in excess of calculated 1 hour max. intensity runoff.
Total runoff from 100 year storm = 85181 CF = 340 CF/HR.
Swales will percolate 3,780 CF/HR, therefore no accumulation from 100 year storm
of 24 hour duration.
Construct swales 1.0' deep to provide freeboard and remove existing
vegetative cover.
4
4r.
ANA RUSSNOW, KANE & ANDREWS
h ?grogeology Post Office Box 33634
Geology. Raleigh, North Carolina 27606
Environmental Sciences [phone]
Soils
November 29, 1985
Joseph S. Hill, Jr, and Associates
P.O. Box 5592, Station 1
Wilmington, North Carolina 28403
Re: Site inspection for stormwater discharge
Bent Tree Villas
Dear Mr. Hill:
Offices:
Raleigh, North Carolina
Newport News, Virginia
An inspection of the proposed stormwater . retention basin sites at Bent:.
Tree Villas reveals that two types of basins should exist. Sites numbers 1 ,
2 and 5 are suitable as infiltration basins with infiltration capacities (K) greater
than 20 in/hr at the most restrictive unsaturated horizon. At site # 5, the,
infiltration rate can be converted to 13.24 gallons per square foot per hour.
With the water table surface at 6 feet, the infiltration rate will drain the volume
of stored water in the drainage swales in approximately two hours. Sites 1
and 2 contain a total of 12,725 square feet of i-nfiltration area, with. a minimum
infiltration rate of 56.25 in./hr. and the seasonal high water table at ± 7 ft.
below LSD. Not taking into account storage and horizontal hydraulic conductivity
(Khthe infiltration basins # 1,2 & 5 can drain ±500,000 gallons per hour.
This will account for any first flush for any intensity storm.
The retention basins at sites # 3, 4 and 6 do have vertically restrictive
layers of either organic soil or silty clay deposits (site # 6). These will exhibit
low vertical permeability. The site evaluation for #CA was at a low elevation,
basically at the edge of the marsh. If the basin were constructed above the
marsh using permeable sand (85% greater than .1. 0 mm diameter), the site could
be used for infiltration. Specifically, site # 4, is suitable for modification due
to it's proximity to the marsh. Site # 3 should be used strictly for storage,
accounting for gradual drainage through the less permeable organic sand and
r
Mr. Joseph S. Hill, Jr.
Re: Bent Tree Villas
November 29, 1985
Page 2
sidewalls. Site # 6 is underlain by2 to 3 feet of well sorted loose grained permeable
sand which will allow for rapid horizontal movement as a two to three foot thick
aquifer during saturation. This basin is usable as a retention pond with the
expectation that drainage will be above the restrictive silty clay layer to the
nearby marsh area.
It is recommended that the Drainage basins at sites # 1 and # 2 be
the primary stormwater disposal sites with the other sites to act as retention
ponds that will store the stormwater for gradual infiltration after the storm
interval.
Please let me know if you have any questions.
Very truly yours,
RUSSNOW, KANE & ANDREWS, INC.

Edwin E. Andrews, III
Consulting Hydroceologist
EEA;sb
Enclosures

r

BENT TREE - STORMWATER PLAN
Site #
0-1 ft. Brown fine to medium well sorted sand with trace
of organics
1-2 ft. Brown fine to medium well sorted sand
2-3 ft. Brown-yellow fine to medium very well sorted
sand
3-4 ft. Light brown fine to medium very well sorted
sand
4-5 ft. Light brown 'fine to medium very well sorted
sand
5-6 ft. Light brown fine to medium very well sorted
sand
Site IA
0-1 ft. Brown fine to medium very well sorted sand
with trace of organics
1-2 ft. Red brown fine to medium very well sorted
sand
2-3 ft. Tan fine to medium very well sorted sand
3-4 ft. Tan fine to medium very well sorted sand
4-5 ft. Brown yellow fine to medium very well sorted
sand
5-6 ft. Brown yellow fine to medium very well sorted
sand
6-7 ft. Light brown white fine to medium very well
sorted sand

BENT TREE - STORMWATER PLAN
Site 1A . Continued
7 - 8 ft. Light Gray white fine to medium very
well sorted permeable sand
8 - 9 ft. Gray fine to medium very well sorted
permeable sand
Water Table at 7.1 ft. below LSD
K at 24 inches = 56.25 in./hr.
K at 38 inches = 105.0 in./hr.
Seasonal high water table estimated
at 7.0 ft. below LSD, Grayish chroma 2
4
BENT TREE - STORMWATER PLAN
Site # 2
0-1 ft. Brown fine to medium well sorted
permea ble sand
1-2 ft. Brown yellow fine to medium well
sorted permeable sand
2-3 ft. Brown yellow fine to medium well
sorted permeable sand
3-4 ft. Brown yellow fine to medium well
sorted permeable sand
4-5 ft. Brown yellow fine to medium well
sorted permeable sand
5-6 ft. Brown yellow fine to medium well
sorted permeable sand
Seasonal Water Table estimated at
7.0 feet below LSD

BENT TREE - STORMWATER PLAN
Site # 3
0-1 ft. Black organic silty fine sand
1-2 ft. Black-dark brown silty fine sand
2-3 ft. Black dark brown silty fine sand
3-4 ft. Oyster shells- gray fine to medium
sand
4-5 ft. Gray fine to medium well sorted
permeable sand
Measured Water Table = 4.3 feet below
LSD
Estimated Seasonal Water Table =
2-3 feet below LSD
41 A&WALL.I
BENT TREE - STORMWATER PLAN
Site # 4
0-1 ft. Black dark brown silty fine sand'
1-2 ft. Oyster shells and organic sand
2-3 ft. Gray fine to medium well sorted sand
3-4 ft. Gray fine to medium well sorted permeable
sand
4-5 ft. Brown-yellow fine to medium sand
Root at 5 feet
Water Table at 2.95 feet below LSD
Seasonal high water table = 1-2 ft.
Site # 5
0-1 ft.
1-2 ft.
2-3 ft.
3-4 ft.
4-5 ft.
5-6 ft.
Brown gray fine to medium well sorted
permeable sand
Brown yellow fine to medium well
sorted permeable sand
Brown yellow fine to medium well
sorted permeable sand
Tan fine to medium well sorted very
permeable sand
White fine to medium well sorted very
permeable sand
Gray fine to medium well sorted
very permeable sand
Measured water level greater than
6.0 ft. below LSD
Seasonal high water table= 5 -6 ft.
K= Double ring at 22" below LSD-
21.25 in/hr
5

Site #6
0-1 ft.
1-2 ft.
2-3 ft.
3-4 ft.
4-5 ft.
5-6 ft.
Site 6A
0-1 ft.
1-2 ft.
2-3 ft.
3-4 ft.
BENT TREE - STORMWATER PLAN

Gray fine to medium well sorted sand
Yellow-brown fine to medium well sorted
sand
Brown-yellow fine to medium well sorted
very permeable sand
Gray-orange red mottled fine silty
sand with gray clay
Gray-orange-red mottled fine silty
sand with gray clay
Gray with few mottled sil ty clay with
sand; very low permeability
Water table at 5.1 ft.
Seasonal High at 3 feet
Yellow brown fine to medium sand
Yellow brown fine to medium sand
Brown fine to medium sand
Gray silty fine sand with clay
.Water Table at 2 feet
Seasonal High Water Table at 2 feet
?I
I ?N t
A
rogeology
Geology
Environmental Sciences
Soils
RUSSNOW, KANE & ANDREWS
Post Office Box 33634
Raleigh, North Carolina 27606
[phone]
Offices:
Raleigh, North Carolina
Newport News, Virginia
Aolwt' "0 v M fo A/ov. Z 9 , / a 8 s ' r ff .-
December 7, 1985
Mr. Joseph S. Hill, Jr., P.E.
Joseph S. Hill, Jr. and Associates
P.O. Box 5592, Station 1
Wilmington, North Carolina 28403
Re.: Bent Tree Stormwater Analysis
Dear Mr. Hill:
The additional double ring infiltrometer tests at stormwater basin
# 3, at Bent Tree Vilas confirms the the site is underlain by dark brown organic
sand and fill material. The results are as follows:
Site # 1, at Surface 4.82 in./hr.
at 12 inches, 0.156 in./hr.
(at 12 inches, Dark brown organic silty
sand)
Site # 2 At surface, 4.22 in./hr.
at 12 inches, 4.41 in. /hr.
at 24 inches, 0.04 in./hr.
Site # 3 At surface, 33.75 in./hr.
at 12 inches, 41.25 in./hr.
at 24 inches, 45.00 in./hr.?
Site # 4 At surface, 33.75 in./hr.
at 12 inches, 45.0 in. /hr.
at 24 inches, 45.0 in./hr. K
The water table surface was at 2.5 feet below land surface at bench
test site # 3 (Figure Site Map of Basin # 3). When you perform the calculation
to determine the loading at site # 3, 1 recommend that you plan to remove the
organic layer, which is generally less than 1 foot thick and is shallow at the
lower elevations on this site.
If you need anything else please call.
Very truly yours,
RUSSNOW, KANE & ANDREWS, INC.
Edwin E. Andrews III
Consulting Geologist
EEA/sb
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ACTION
? Note and file ? Note, initial and forward
? Note and return to me " ? Your comments, please
? Note and see me about this ? For your information
? For your approval` ? Prepare reply for my signature
? Per our conversation ? Prepare information for me to reply
?Per your request ? Please answer, with copy to me
E] Return more details To be filed -

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IMPORTANT.
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Date r' Time
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WHILE YOU WERE OUT
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Phone"
`?- AREA CODE'' UMBER EXTENSION
TELEPHONED k 'PLEASE CALL!
CALLED TO SEE YOU -WILL CALL AGAIN". :'
WANTS TO'SEE YOU URGENT
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Signed-
N. C. Dept. of Natural Resources and Community Development
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SENDER: Complete items 1,-2, 3 and 4.
Pufyour addre" in the "RETURN TO" space on the
reverse side. Failure to do this will prevent this card from
being returned to you. The return receipt fee will provide
you the name of the person del ivered to *no the data of
delivery. For additions feet the following services are
available. Consult postmasm for fees and cheek box(es)
for servicels) requested.
1 Wa Show to whom, date and address of delivery.
2. ? Restricted Delivery.
3. Article Addressed to:
Mr. Tripp -Sloane
DCS Ltd.
16 Causeway Road
Ocean. Isle Beach, NC 28459
4. Type of Service: Article Number
Registered ? Insured
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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary Director
October 10, 1985
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Tripp Sloane
DCS Ltd.
16 Causeway Road
Ocean Isle Beach, NC 28459
Subject: Application for Water
Quality Certification
DCS Ltd.
Bent Tree Plantation
Brunswick County
Dear Mr. Sloane:
Your application dated March 6, 1985 and recent revisions, for a
Water Quality Certification under Section 401 of the Federal Clean Water
Act as Amended has been reviewed by our staff. Your proposal is to
develop an eight acre tract of land by constructing 60 multi-family
housing units, club house, swimming pool, 10 slip boat basin, and
parking areas adjacent to the Atlantic Intracoastal Water Way near Ocean
Isle Beach. The issuance of a Water Quality Certification is a finding
by this Division that the proposed activity will not cause a violation
of water quality standards or discharge guidelines.
There is an aspect of the project which causes us considerable
concern as to the effect on water quality standards in these waters
which are classified SA. This is the fecal coliform levels which are
contained in the stormwater runoff. Information available to us at this
time indicates that a violation of fecal coliform standards will be
expected to occur as a result of stormwater runoff where effective
impervious surface areas are in excess of 10% and waters are classified
SA. Where effective impervious areas are greater than 10%, diversion,
treatment or containment of the stormwater runoff up to the 100-year,
24-hour rainfall event would be needed to assure protection of the
water quality standard. This project as proposed, would have in excess
of 25% effective impervious area.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
4r
An Equal Opportunity Affirmative Action Employer
Mr. Tripp Sloane
Page Two ••
October 10, 1985
Another aspect of the project which causes concern is boat
operation. Sewage discharged from boats in the boat basin is likely to
cause a violation of the fecal coliform standards. In order for us to
conclude that sewage discharge from boats will not occur, we would have
to be satisfied that the project can and will prevent sewage discharge
from boats on a long-term basis. Past experience has been that just
providing marine pump-out facilities is insufficient to prevent sewage
discharges from occurring. Also spill potential at the fueling docks is
an area where specific plans will need to be developed to assure that the
marina operation will not pose a threat to water quality.
Because the stormwater runoff from the proposed project is expected
to violate water quality standards and the operation of the boats could
cause a violation of water quality standards due to sewage from boats
and/or fuel spillage, I have concluded that the proposed project should
not be certified. Your application for a Water Quality Certification is
hereby denied. Should you redesign the project from the standpoint of
stormwater impacts and boat operation in such a manner as to satisfy our
concerns for water quality protection, I will reconsider this denial.
It is suggested that you work closely with our Wilmington Regional
Office in any'redesign of the proposed project.
You do have the right to a review by the Environmental Management
Commission, if the denial is unacceptable to you. Your request for
Commission review must be in writing, identifying the specific items to
be contended, within 10 days of your receipt of this denial. If you have
any questions concerning this matter, please contact Mr. Bill Mills at
919/733-5083.
Sincerely,
ORIGINAL SIGNED BY
Q. PAUL WILMS
R. Paul Wilms
cc: George Everett
Dennis Ramsey
Wilmington Regional Office
David Owens
5V1TF'o
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PMM ?•
State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
Mr. Tripp Sloane
DCS Ltd.
16 Causeway Road
Ocean Isle Beach, NC 28459
Dear- Mr - SIG-449:
S. Thomas Rhodes, SE ry
X85 ? ,f ?
X?
SubjectJality lication for Water
Certification
Ltd.
t Tree Plantation
nswick Cont7
Your application dated March 6, 19 5, for a Water Quality Certification
under Section 401 of the Federal Clea Water Act as Amended has been reviewed
by our staff. Your proposal is to d elop an eight acre tract of land by con-
structing 60 multi-family housing u its,.club house, swimming pool, twin-ramp
96 slip marina basin, and parking reas adjacent to the Atlantic Intracoastal
Water Way near Ocean Isle Beach. The issuance of a Water Quality Certification
is a finding by this Division t t the proposed activity will not cause a vio-
lation of water quality standa s or discharge guidelines.
effect on water qtn dards in these waters which.are classified.SA.
There are tw/rainfaall s o- the project which cause concern to us as to their
One of these aspeh fecal.coliform levels which are contained in the
stormwater runofftion.available to us at this time indicates that a
violation of fecarm standards will be expected to occur as a result of
stormwater runoff ffective impervious surface areas are in excess of .
10% and waters arified SA. Where effective impervious.areas.are.greater
than 107, diversitment or containment of the stormwater runoff. up to
the 100-year, 24-h infall event would be needed to assure.protection of
the water quality d. This project as.proposed, would have in excess
of 257 effectiveus area.
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal -Opportunity / Affirmative Action Employer
Mr. Tripp Sloane
Page Two
May 31, 1985
The other aspect of the project which causes concern is the marina operation.
Sewage discharged from boats in the marina is likely to cause a violation of the
fecal coliform standards. In order for us to conclude that sewage discharge from
boats will not occur, we would have to be satisfied that the project can and will
prevent sewage discharge from boats on a long-term basis. Past experience has
been that just providing marine pump-out facilities is insufficient to prevent
sewage discharges from occurring. Also spill potential at the fueling docks is
an area where specific plans will need to be developed to assure that the marina
operation will not pose a threat to water quality.
Because the stormwater runoff from the proposed project is expected to vio-
late water quality standards and the operation of the marina is likely to cause
a violation of water quality standards due to sewage from boats and/or fuel spill-
age, I have concluded that the proposed project should not be certified. Your
application for a Water Quality Certification is hereby denied. Should you re-
design the project from the stand point of stormwater impacts and marina- operation
in such a manner as to satisfy our concerns for water quality protection, I will
reconsider this denial. It is suggested that you work closely with our Wilmington
Regional Office in any redesign of the proposed project.
You do hov,the right to a review by the Environmental Management Commission,
if the denial is unacceptable to you. Your request for Commisaion rear 4m must be
in writing, identifying the specific items to be contended, within 10 days of
your receipt of this denial. If you have any questions concerning this matter,
please contact Mr. Bill Mills at 919/733-5083. A
OR Gi L SIGNED $x
I mss s
R?? aul
U%J
cc: W. Lee Fleming, Jr.
Dennis Ramsey
Wilmington Regional Office
David Owens
! 5
DIVISION OF ENVIRONMENTAL MANAGEMENT
June 13, 1985
MEMORANDUM
TO :
FROM:
THROUGH:
Bill Mills
Operations Branch
Michael F. Williams
Wilmington Region Office
A. Preston Howard, Jr.
Wilmington Regional Office
SUBJECT: Modified Proposal .
DCS LTD., Bent Tree Plantation
Brunswick County
RECEIVED

WATER QUALITY SECTION
OPERATIONS 3RANCH
Please reference the modified proposal submitted to DEM June 10, 1985 for DCS LTD.-
Bent Tree Plantation. Earlier recommendations for the proposed project were
submitted by this office April 3, 1985, for the construction of 60 multi-family
housing units, club house, swimming pool, twin ramp - 96 slip marina basin and
parking areas adjacent to the AIWW near Ocean Isle Beach, Classified SA.
The applicants now propose a reduction in the number of wet boat slips from 96, to
10, and a reduction in the size of the dredging area from 2.84 acres to .86 acre.
After consideration of the proposed modification, water quality violation of the
fecal coliform standards will be expected due to the stormwater runoff entering SA
waters from the proposed development which exceeds 25% impervious surface area.
The project still appears to require a 401 certification, and it is recommended
that the 401 certification be denied.
Should you have any further questions or comments concerning this project, please
advise.
APH/MFW/bcf
cc: Wilmington Regional Office
Central Files
gel.
too", vt
I CDIVISION OF COASTAL MANAGE NT
Field Services, Section
96 Q 7225 Wrightsville Avenue
of, ' Wilmington, NC 28403
W
O',f [phone]
0K/1'?y?(
M E M O R A N D U M
TO: CAMA/Corps Review Agencies
FROM: Rob Moul
SUBJECT: Reduction of Boat Basin Dimensions for DCS, Ltd., "Bent Tree Plantation"
DATE: June 10, 1985
PROPOSED REDUCTION: After numerous discussions with the ap#licants, both on-site and
in their offices, they have come to a conclusion that a denial of their original boat
basin request was inevitable. They therefore, propose to reduce the number of open
water slips along the AIWW from 96 down to 10. Two twin concrete boat ramps are still
proposed as well as two parallel fixed "L" shaped transient docks. The original
proposal called for the excavation of 2.84 acres of AIWW intertidal bottom while this
modification reduces the dredged area down to .86 of an acre. The revised drawing is
attached.
REVISED COMMENTS: Those review agencies desiring to revise their comments and/or
conditions should do so within fifteen (15) days. John Parker will coordinate this
task.
RM/sbm
cc: Charles Jones, DCM
Ernie Jahnke, U.S. Army,Corps of Engineers
Attachment
03

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MAY Su 1985
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OFFICE OF COASTAL MAMAr,,E;;,, ,?j
WILMINGTON REGIONAL Ulia
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.%,:
DIVISION OF ENVIRONMENTAL MANAGEMENT
April 3, 1985
MEMORANDUM
Tos Bill Mills
Permits and Engineering
Original Signed By
From: A. Preston Howard, Jr., Regional Engineer A. PRESTON HOWARD, JR.
Wilmington Regional Office
ORIGINAL SIGNED
Thru: Charles Wakild, Regional Supervisor Guam UKIIp
Wilmington Regional Office
Subject: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Tripp Sloane - DCS Ltd. - Bent Tree Plantation
Brunwick County
The applicant proposes to develop an eight acre tract of land by
constructing 60 multi-family housing units, club house, swimming pool,
twin ramp--96 slip marina basin, and parking areas adjacent to the AIWW
near Ocean Isle Beach, classified SA.
After reviewing the proposed project to determine impacts upon water
quality, the following comments are offered:
1. The proposed project will require 401 certification.
2. The project as proposed exceeds 251 impervious surface area.
Information available today indicates that a violation of
fecal coliform standards would be expected as a result of
"sheet flow" stormwater runoff in excess of 101 impervious
surface areas into waters classified SA.
3. The proposed 96 slip marina would be expected to vdolate
fecal coliform standards for waters classified SA.
4. Based on the above information, it is recommended that the
401 rtification be denied.
APR/MFW/sf ZC4C--
cc: c: Division of Coastal Management - Rob Moul
Wilmington Regional Office
(A) This agency interposes no objection to the proposed work.
(B) Dredge and/or Fill. This agency objects to the project
as proposed. The objection is based upon findings which
lead to the conclusion that there will be one or more
adverse effects as covered in G. S. 113-229 (e) 1-5.
?,.(e) (1) ...that there will be significant
adverse effect of the proposed
dredging and filling on the use
of the water by the public;
(e) (2) ...that there will be significant
adverse effect on the value and
enjoyment of the property of any
riparian owners;
(e) (3) ...that there will be significant
adverse effect on public health,
safety, and welfare;
(e) (4) ...that there will be significant
adverse effect on the conservation
of public and private water
supplies;
(e) (5) that there will be significant
adverse effect on wildlife or
fresh water, estuarine or marine
fisheries;
(C) CAMA Major Development. This agency objects to the
project as proposed. The objection is based upon
findings which lead to the conclusion that a violation
would occur as covered in G.S. 113A-120 and/or 15
NCAC 71. The following reference indicates the
specific citation by which objections have been
made.
(D) Agency findings relating to item(s) A and/or B
and/or C are hereby detailed.
(E) Comments are submitted that do not directly relate
to item B and/or C but are relevant to the public
interest. (These comments will be forwarded by the
Department of Natural Resources and Community Development,
to appropriate State or Federal agencies).
signe
ate

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e t su^-,•a, v tt'ic = F,lycants propose , i construct 60
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i or ].-s, construct ull:Cr ?T !` <.. .c? c... iili .. .. ... _ ..
u:u1 .,., L *.;t c::t ?)?:e ar.t..t.:>n` L;; ter`rc- t a3ona t.:,c• .. ,•,..

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? ... ^rClc Li: ..c loC -oi t nc.= tii(:' .._ ... :• ,? o.__... :L
__C:S cc_Ci oI. tttC UCCdi: L _i( Ce uC; O s : roe: 0ce ^ ?s e' S E 'sLe-:i
most fingtcr canLls. the 8 c.cr._ zraCt also 'orders th;_ western of the
Shan(rila Subdivision. new larc,e lot residential subdiv4sion (l)ent Tree)
borders the prCperty to the north and a small t-?Cal creel: border.' the western
bcurtdar`: The waterfrcnt topography of Bent TreE St- divislor, consists of
high ricge whiC.: crests at: 23' above :iSL and ^radually slopes dOwii to the
riII s `till contour. T}?e ho_-izont3l distance covers approxin-latel._.' 1,000' of
sj.o-e. The site is entirel. wooded with a mixture of : ine- an-' live oak. Thc-
waterward perimete- of the tract is bordered by a mixture bleb marsh
consisting of black needlerush (Juncus roemerianus); saltmarsh i:ay (Spar.tina
patens); sea oxeye (Borrichia frutescens) and salt grass (Distichlis spicLta).
Upland grass species are also introduced within 20' of the springhigh tide
line. A 30'-60' wide cordgrass (Spartina alterniflora) fringe is also found
along the ANN' on both sides of the tract, but not within its mid-section.
The bare intertidal areas consist of fine sand-shell and silt. Heavy boat
traffic along the AIMNI has caused much of this area to be denuded and
disturbed. The site is classified as a secondary nursery area and the waters
are SA.
9(b) PROJECT DESCRIPTION:
The applicants propose to construct 60 condominium units which are to be housed
within 1D quadraple., structures. These buildings w-Lil. be aligned around <_
lance lcopinz cul-de-sac al-on` the soutiswestern cornier or the tract. The roar
will stay in-place to serivice a new clubhouse lucility containinz a swim:iin`
Dool and various marina services. 1t is proposed that 4, turi stone parking
spaces will be constructed aC,-ace.t to t:._s building C; --l-ip open hater
marina is also proposed with two ice' b•y 92' long boat launc'-irl" -aT='?s cont. l:in_. g
i
15 cubic. }'ands Of CeI eel.. 1 l;,e open water basin will measure 1,03" _n
length by 120' in width and be dredged to a -E' (.L1:) dept;-l. Approxin.ate
13,000 cubic yards o. bottom will be removed by hydraulic dredge to an approved
Corps spoil area across the Also about 150' of bulkheading is needed
along both sides of the rani-.s. All :.,ocr:s are to be. fixed piers faith 4-,iterior
mooring pilings. A fuel dock with sewage pump out capacity is also proposed.
All wastewater is to be bumped and treated an a?prOVed upland site off the
property.

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Je rather c.. u.itlotis iCr e relat_eI' n al"o'.•: W,3ter4ro;.t .)Ort1Cn c: the try C:..
No mars _ S to ?C- .iTeCc,ed} fC:. tld(' 2 Ii Li?d - minimu::: 10, CUf f cr II1L'st } E:
t
MalntalneC tC` prevelnt the 'Tii.CrT:ini of } ?f'.se ;cctlans. T1e Uesi_:'. ::<=I E'.
Cej)tL,._: IicC_.• zhis a:"ez_ sl-:oulc; nraCUc"._i' ?lOire (?'.et ^.TC.ater GE':`t.
t ovcz s ti:C' :il'..• :? peril anent pur'- 7.n;._. S tior, Wit , idcl-, eG noo, U- _<=c _l?ti UC.
aTOU:i Ci t is ral?i`, s S%Ul: ?.d be iilaGE'_ ?ii2:i C:itU1"\' ii O:veVE'.r? t11 C'- i;le__ dOC.•.1tI'i itc
attendant nandl?i.g aclllt.ies coulc: further uegrLaf the waters. Storm-,,atc?"
1s to be retained on the site throL^h the use, of a 30' :'ide ve€etctive bluffer
and by limitinig impervious surfaces in two parking areas 1::j-?:iediately v-1thin
the estuarine shoreline zone. Runo f generated from the interior development
r.;ay also cause negative impacts to S- Waters. The overall net density on the
tract may exceed those lirr,its envisioned in the land use plan.
0

S'L!''`tI..T1 E"'.. ho` 1,110li 0! I IC X1.I-I+'ilr::ii:gt0Ti 1) !. I_, farC'
DIVISION OF ENVIRONMENTAL MANAGEMENT
March 15, 1905
MEMORANDUM
Tot
From: _
Thrut
Bill Mills
Permits and Engineering
Michael F. Williams, Chemical Analyst II
Wilmington Regional Office
A. Preston Howard, Jr., Regional Engineer
Wilmington Regional Office
Original Signed By
A. PRESTON HOWARD, JR.
Subject: Regional Office Review & Recommendation
Application for Permit for Excavation and/or Fill
Tripp Sloane DCS Ltd. Bent Tree Plantation
Oasis Isle Beach
Brunwalck County
A 401 Water Quality Certification will be required, and-
will require public notice advertisement.
The applicant proposes to construct a marina facility for 60 multiple
family housing units, club house, swimming pool, docks and boat ramp. The
98,000 square foot marina is proposed to accomodate approximately 96 boats.
The marina location is along the Atlantic Intracoastal Waterway near Ocean
Isle Beach, Classified SA.
It is expected that the construction and subsequent use of the marina
basin will contribute to violations of fecal coliform standards for SA waters.
Should you have any question, please advise.
MFW/sf
cc: Division of Coastal Mdnagement - Rob Moul
Wilmington asglonal Office
.• ?1,, s1nr? ,; .`k
Pte, f„',., ,,.
...... .
State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor S. Thomas Rhodes, Secretary
M E M O R A N D U M
TO: Mike Williams
FROM: Rob Moul
SUBJECT: Application for CAMA Major Development Permit
and/or Dredge and Fill Permit
DATE: March 12, 1985
Attached is an application for DCS, LTD. which was received by
this office on March 6, 1985. I am considering this application
complete, have acknowledged receipt and have begun processing.
If you have any questions, please advise.
RM/sbm
Attachment
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal -Opportunity / Affirmative Action Employer

_
State of North Carolina ' .
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
DIVISION OF COASTAL MANAGEMENT
Field Services Section
7225 Wrightsville Avenue
Wilmington, NC 28403
[phone]
March 12, 1985
Tripp Sloane
DCS, Ltd.
16 Causeway Road
Ocean Isle Beach, NC 28459
Dear Mr. Sloane:
O
The Department of Natural Resources and Community'Development
hereby acknowledges receipt of your application for State approval
for development on your property at Bent Tree Plantation along the
AIWW. Your application was received in our office on March 6, 1985.
The material you have submitted appears adequate for processing
at this time. Processing will begin with an on-site inspection of
your property within the next two weeks. Additional information may
be required as a result of this investigation and further review of
your proposal by other state and federal agencies. Additional
information may also be required by the Division of Environmental
Management (DEM) to determine if a 401 Water Quality Certification
is required.
Should you have any questions or need assistance, please feel
free to contact this office at your convenience.
Sincerely, ,
Rob Moul
Field Consultant
RM/sbm
cc: Mike Williams, DEM
Charles Jones, DCM
Ernie Jahnke, Corps of Engineers
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity / Affirmative Action Employer
4
-APPLICAYMN
IyR
PERb11T TO EXCAVATE ANO/OR FK.L i/ATER QUALiV$;ERflfl
EASEMENT IN LANDS ODYERED L1r WATER CA to PERA1iT FOR ?T
OFFICE (TF COAS AE
t raa w Awry
a.p.rew...t of AfiwY? moo of M.rtr CAPON- WILM;N6'Ot,
pf 1«.12) o+p+?nn.wt of N&WIi It"u.rc r well csa.twurity 00mlimsoonne t; errs N Etttt +?.'•,j!??o OYtlilta
ftcs t11229, 14y21s.1r4XI), 143-2115.310.113A•11!< ?...[31cFf? ialTJQi2!}
please type or print and fill in ell blanlcli. If iwforwatim is not appikabk, eta k4kaw by /iaoWq N/A M btanh.
1. Applicant Information
A. Ma" DCS, Ltd.
16 Causeway Rd-le Fast Msddk
9. Address
Street. P O BOY nr Route
Ocean Isle Beach, North Carolina 28459 [phone]
Cn% o! Town Stalt Zip Code Phone
If. Location of Proposed Prorec t
A. County Brunswick
A. i. City, town, community or landrnart Near Ocean Isle Beach.
2. Is proposed wort within city lirrsrtsi Yes No X
C. Cent. rwra. waund•or bay upon which protect is located or nearest named body of water to project
Atlantic Intracoastal Waterway.
Ill. OKUiption of Project
A New wort Docking
nct of existin
ro
ect 2
n
Maint
1 and launch f a c i l i t y ,
. j p
.
t
.
e
a
e. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length 1030 width 120 depth-8 from M.L.W.
3. Fill area Wn/th wido, depth
4. Othe, lers`th width Otpth
c 1. bulkhead lenjth 1 JO Avvrage distance wate,ward of MHA (vhorelrne} Retainln wall next _ to r2Ii
2. Type of bulkhead corKtr"tion (rr+aieriai; Sea wood
0. E,eca.ated material sigh! for protect)
ards 1 5, 000 2 Type of material
1
Cubic Sand and silt.
y
.
E. Fill matcnal lobe placed bolo. MHW (sre also vi A)
1. CubK yards 15 .2 Type of mater a+ Concrete for boat ramp,.
1V. Land Type, Distsasal Area. and Construct-n Epu.pment
A. Does the arca to bt cacoAled rncludc any marWand swamps ar otht; weltand' Yes No X
b. Does the drspnsal arca include ant enershland. swamps of other wetland' Yes No X
C Disposal Area
South side of A.I.W.W. in Corp spoil area
1. Ltxauon '
2 Do you claim title m d saotal area, No - Armv Corp of Engineers.
0. Fill malmai r.u.,e it lilt is to be 11100fd ,n N /A
E. Nei* will tau.aiedrnater.altxrnt,appedAnd troti+tsncon?ro?itd' Dike and water control structure
f Type of epurpmroi t.r be used H%?draul i c. dredge.
Q Drift w?arsNland he u~d in transporting equupn ernt to protect Wilt' It lye's. aatptarn No.
SiF40t
RAN. WM
i
f
V. kaw" 6b0,ltf he>jeca Aria (000*4
A. 1. Pit 008
f b t + I prn,+wrt tx 1wdlrsarW Use for single and multiple family ri r o i e c t .
e Otfter
IL 1. Lot Iita(s)
8 acres
I Ebratrtion of kit(s) above Maan NO waver Ave 10' N . G . V . D .
1 Solt type and futon c'^d
4. Type ofbuildingfwtutnorarwturt+ 60 multiple family units, club hour swimming
pool, docks, and boat ramp.
S StwW disposal "10( waste water treawnwt A. E:ir g Manna/ X
a pesuibe Tertiary treatment with upland subsoil disposal -
f. LwWClasuficauon (orclevw) DEVELOPED TRASSiT«UhA:. COMMUNITY RURAL
'COHSE R VAT ION OTMt R (See CAMA Local Land Uw Man Sytwp*)
VL Plouining to Fill and %ate Quality
A. Dim the proposed prOit.t :r..rolye inc placement of rill rnateriabbelor -nears !tt:h water? Yeti Pio
L 1. Will any runoff or aiscti.arlie enter adlacent w;errs as a rewlt of prwct activity or planned use of the
area followin` protect completion' YesX No
Overflow pipe from disposal area.
2 Tpe of dtsMrRe
& Lmation of discharge SPP plat-,
ViL helm rate of ii?orelint erosion (if known) Unknown.
VOL Lit Rwmk stlsrnbers and mw data of riout DoWn tent of Army Cerpa of Ellorm s or Slim penttab let
week iw project area, if applicable N ?/
11L Lw 6 of do* rewind w cwOeu project.
X its 1"dott to ON owrrpieted at>s waOm Soren. Ow febawbtg urns, now be prwitid: • y
A. Anach a copy of the ded (with Sutt application onfy) or othw tnstrununt under wAreh
daiiwt tick to the affected praprrty. OR if appheant is not ckas tifq to be Ow own'
lkw forwvd a copy of the deed of o0w Wd ruinani taysdr which tho owner dwiii, ti itten
permituon from tht owner to carry out the project on his land qAR s INS
IL A Lwh an accurate wo>r? pat drawn to scale on tyi X 11" what paper (sae innt!uc.tiOn bookie or
details) Note Ofigina' drawings preferred • only ho oualny copies aceepted ICE Of COASTAL MANAGEMENZ
C A copy of the appliwtron and plat mutt be owed upon a4acent riparian landerwr»?SW REGIONAL OFFICE
57
certified nail ctr by pubic:atton(G.S. 113-229 (d))Lnter date terwd. l' ki r .-T.
0. Lilt names and compktt addresses of the riparian landowners with prawly attlpwri iWicant'I
aw+ert bare ?Q d.rt on which to wbre?it cpnt?ents tr, aRencw ljfted brOw. - ?tcy ??
i ?.. [ J . I J -) I i A,rv?c ?.!-1 , rc. 414 a(M.c -
XL Cardficat.en nrprrirtrnwA I certify that to the best of my kAOn imp, ttu proposed activity cwrimwt
with cite Sta w of North Carol orw h mW ored coastal manaprreM pram and will be conducted in a
AbFWet cornistsrn with tuCh proram
X& Amy pernnit nswd purwunt to this application wN 4kw only Flu deve1Wronc detcrbell m"appii
.ption and plat. 4#00cints #mool l tilwefot dewxbe in tM apphaaw aid plat am 1koli
atilmou activities, inekrdw4 uxts,truction, eacanration, )With, -d L-d tti wbw
UT,
iflsiJ SEE RE VERSE SW K* ""PC MTttUCfiONS
109:? IJ 29
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MAR g 1985 w
OFFICE OF COASTAL fAANAGEMENT c.
WILMINGTON REGIONAL OFFICE
SITE
BENT TREE PLANTATION
1 I DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
plE: 1 -I MILE
BY: DCS, LTD.
FuoH b+tw+s.vickc:.wki-ry W.C.C. S,
Gow'rROL tAkf 16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
• _ ?'
7 G 1 / ? 4s kr
??? ?'
l 112.3 At.
Q MBA 9 t / • r
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4
21 TSA c?
14 ??
C j 11 ?f \EXISTI!!G DIKED SPOIL AREA
1 ` 1111y11? • f
t 'La. ? CD 5POSAL AREA FOR THIS PROPpS,
., ? PRO?cCT)
yam.??? _ f F ,? REOUE5TI"G PERMISSION! TO
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PIKE SySTEt
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f = f v r
- 6 1985 PIPED s? LLway.
ICE OF COASTAL MANAGEMENT
WILMINGTON REGIONAL OFFIGg
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BENT TREE PLANTATION
800 Boo DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
FRO-o' SRUNS W lc'K COUNT,' TAX MAP BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
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MAR 6 1985
OFFICE OF COASTAL MANAGEMENT
WILMINGTON REGIONAL OFFICE
?/ BRAGE f?; ; BENT TREE PLANTATION
jj !!!!»11 EKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
Cr??55 SECTIDiJ 16 CAUSEWAY ROAD
1' b
OCEAN ISLE BEACH, N. C.
vn?u ? 1 0.C CUF1:T ()V
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RECEIVED
4.?
' ?... 1 1985
WATER QV iL ITY SECTION
OPERATIONS BRANCH State of North Carolina
Department of Natural. Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary Director
June 27, 1985
MEMORANDUM
TO: Don Baker - WRC, Bill Mills , Linda Sewell - DHS, Mike Street -
DMF
FROM: John Park1
SUBJECT: D.C.S. Ltd. (Tripp Sloan) Modified Plan
Because all of you either directly objected or expressed concern
over all, or a part, of the subject project, I am forwarding for your
review, a plan showing a significantly reduced marina. Apparently, there
have been no changes to the upland part of the project.
The applicant proposes to reduce the number of open water slips along
the AIWW from 96 down to 10. Two twin concrete boat ramps are still proposed
as well as two parallel fixed "L shaped transient docks. The original
proposal called for the excavation of. 2.84 acres of AIWW intertidal bottom
while this modification reduces the dredged area down to .86 of an acre.
The revised drawing is attached.
. It is requested that you comment on the attached by July 17, if possible.
Be sure to indicate whether ",or not the design changes after your original
condition.
JP/aw
Attachment
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
? DEM
f,Fl1 S ? CT . ; An Equal Opportunity Affirmative Action Employer
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DIVISION OF ENVIRONMENTAL MANAGEMENT
April 3, 1985
MEMORANDUM
To:
From:
Thru:
Bill Mills
Permits and Engineering
A. Preston Howard, Jr., Regional Engineer
Wilmington Regional Office
Charles Wakild, Regional Supervisor
Wilmington Regional Office
RECEIVED
WATER Ql jAL, v SfCt1014
. - sr?,? jdCf?
Subject: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Tripp Sloane - DCS Ltd. - Bent Tree Plantation
Brunswick County
The applicant proposes to develop an eight acre tract of land by
constructing 60 multi-family housing units, club house, swimming pool,
twin ramp--96 slip marina basin, and parking areas adjacent to the AIWW
near Ocean Isle Beach, classified SA.
After reviewing the proposed project to determine impacts upon water
quality, the following comments are offered:
1. The proposed project will require 401 certification.
2. The project as proposed exceeds 25% impervious surface area.
Information available today indicates that a violation of
fecal coliform standards would be expected as a result of
"sheet flow" stormwater runoff in excess of 10% impervious
surface areas into waters classified SA.
3. 'The proposed 96 slip marina would be expected to violate
fecal coliform standards for waters classified SA.
4. Based on the above information, it is recommended that the
401 'certification be denied.
APH/MFW/sf
cc: Division of Coastal Management - Rob Moul
Wilmington Regional Office
OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name DCS, LTD - "Bent Tree Plantation"
2. Location of project sitebetween Ocean Isle Bridge and Bricklan.ding on north side of
AItiW
3. Investigation type: Dredge & Fill X CAYIA X
4. Investigative procedure: (A) Dates of site visi•t8/10/84 11/9/84 3/11/85
(B) Was applicant present Yes Yes No
Photo #1-275; Grids 0 & P 20 thru 22
certiiieEf compete
5. Processing procedure: Application received March 12, 1985 Office DCM-Wilmington
6. Site description: (A) Local Land Use Plan Brunswick County
(See pg. 141) Land classification from LUP Transition low density-residential.
Development constraints identified in •LUP"These lands are encouraged
for low density residential developtment, generally of not less than an acre to the lot...
These lands are to be required to provide or tie on to public water and sewer system
when available."
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline X
Coastal wetlands X Public trust waters X
Estuarine waters X Other
(C) Water dependent: Yes marina No Other
(D) Intended use: Public Private X Commerci
(E) Type of waste water treatment: Existing N/A
Planned tertiary treatment with upland disposal MM 10
(E) Type of structures: Existing Private residences in subd??WTMN R'G. O_._. W-
Planned 60 townhouse units, with clubhouse rical
(G) Estimated annual rate of erosion N/A Source N/A
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
Juncus roemerianus 600 s.f. (ramp)
Spartina patens
Borrichia frutescens
(B) Non-vegetated wetlands:
fine sand - silt - shell 2.84 acres (basin)
intertidal - bottom 1,800 s.f. (ramp)
(C) Other:
estuarine shoreline (75') 1.4 acres graded
upland _ 5.5 acres graded
(D) Total area disturbed: 2.9 acres below MHW - 6.9 acres upland.
8. Project summary the applicants propose to construct 60 multi-family units, dig; an openwater
boat basin for 96 slips, construct a twin ramp launching area and build a clubhouse with
pool facility at the "Bent Tree Plantation" waterfront along the AIW,,T.
AAAL,
DCS, LTD - "BENT TREE PLANTATION"
PAGE 2
9(a) SITE DESCRIPTION:
The project site is located along the north side of the AIWW approximately 1.5
miles east of the Ocean Isle Beach Bridge across from Ocean Isle's eastern
most finger canals. The 8 acre tract also borders the western edge of the
Shangrila Subdivision. A new large lot residential subdivision (Bent Tree)
borders the property to the north and a small tidal creek borders the western
boundary. The waterfront topography of Bent Tree Subdivision consists of a
high ridge which crests at 23' above MSL and gradually slopes down to the
AIWW's MHW contour. The horizontal distance covers approximately 1,000' of
slope. The site is entirely wooded with a mixture of pine and live oak. The
waterward perimeter of the tract is bordered by a mixture of high marsh
consisting of black needlerush (Juncus roemerianus); saltmarsh hay (Spartina
patens); sea oxeye (Borrichia friitescens) and salt grass (Distichlis spicata).
Upland grass species are also introduced within 20' of the springhigh tide
line. A 30'-60' wide cordgrass (Spartina alterniflora) fringe is also found
along the AIWW on both sides of the tract, but not within its mid-section.
The bare intertidal areas consist of fine sand-shell and silt. Heavy boat
traffic along the AIWW has caused much of this area to be denyded and
disturbed. The site is classified as a secondary nursery area and the waters
are SA.
9(b) PROJECT DESCRIPTION:
The applicants propose to construct 60 condominium units which are to be housed
within 15 quadraplex structures. These buildings will be aligned around a
large looping cul-de-sac along the southwestern corner of the tract. The road
will stay in-place to serivice a new clubhouse facility containing a swimming
pool and various marina services. It is proposed that 47 turf stone parking
spaces will be constructed adjacent to this building. A 96 slip open water
marina is also proposed with two 15' by 92' long boat launching ramps containing
15 cubic yards of cement fill. The open water basin will measure 1,030' in
length by 120' in width and be dredged to a -8' (MLW) depth. Approximately
15,000 cubic yards of bottom will be removed by hydraulic dredge to an approved
Corps spoil area across the AIWW. Also about 150' of bul.kheading is needed
along both sides of the ramps. All docks are to be fixed piers with interior
mooring pilings. A fuel dock with sewage pump out capacity is also proposed.
All wastewater is to be pumped and treated at an approved upland site off the
property.

DCS, LTD - "BENT TREE PLANTATION"
PAGE 3
10: ANTICIPATED IMPACTS:
The project as proposed will cause the filling of approximately 600 s.f. of
mixed high marsh habitat for the twin 15' ramps. Also approximately 2.84
acres of relatively unproductive sand-shell public bottom will be excavated
for the large boat basin. The proposed 96 slip open water marina appears to
be rather ambitious for the relatively narrow waterfront portion of the tract.
No marsh is to be dredged for the basin and a minimum 10' buffer must be
maintained to prevent the undermining of these wetlands. The design water
depths of a basin in this area should gradually slope (get greater depth)
towards the AIWW. A permanent pumping station with identifed hookup facilities
around the ramps should be made mandatory, however, the fuel dock with its
attendant handling facilities could further degrade the SA waters. Stormwater
is to be retained on the site through the use of a 30' wide vegetative buffer
and by limiting impervious surfaces in two parking areas immediately within
the estuarine shoreline zone. Runoff generated from the interior development
may also cause negative impacts to SA waters. The overall net density on the
tract may exceed those limits envisioned in the land use plan.
SUBMITTED BY: Rob Moul OFFICE: DCM-Wilmington DATE: March 26, 1985
9 v4 y
-APPLICATM
FM I
P1:RMfT TO EXCAV'AT'E AN®PR FILL WATER QUAL MORgIf
EASEMENT IN LAIC ODVERED BY WATER C"A FE1 tT 1 TtT
OFFICE OF COBS OFFICE
asparuham of A®AOMhwUloat staee of Pdoatdt C&Vfta V41LMINGTON t of lido Aeasy
s t ss t al Dopmurmat of N &UM N v t 1, to Well co { m .11® a*s.. gMsotlq
Plesee type or pint and fill in ON blanks` If information is Jim appileable, w WAicabe by plat elog N/A in Mash.
MAN a M
1. Applicant Information ?LMJNGTON REGIONAL OFFICE
A. Nafrfe DC S , Ltd .
16 Causeway Rove Rota Mtge
9. Address
Street, P O Box or Route
Ocean Isle Beach, North Carolina 28459 [phone]
City of Town State Zip Code Phone
ll. Location of Proposed Protect
A. County- Brunswick
i. 1. City, town, community or landmark Near Ocean Isle Beach .
2. Isproposed wort within city limits? Yes _No X
C, Creek, river, sound or bay upon whKh p?ojecl is located or nearest named bodts o f water to project
Atlantic Intracoastal. Waterway.
K i 0"Aption of Project
A. 1. Maintenance of existing protect 2. New weirk Docking and launch f ac i 1 i ty .
a. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length 1030 width 120 depth-8 from M.L.W.
3. Fill area length width depth
4. Other length width oepth
150 Retaining wall next to ram-.
C 1. Sulkhead length Average distance waterward of MRW (shorchme) !
2. Type of bulkhead construction (rratertai' Sea wood
Q. Excavated materta'• (total fa protect)
1 . Cubic yards 1 5 , 000 2 Type of matertal Sand and s i l t .
E. Fill material to be pieced below MHw (see also VI A)
1. Cubic yards 15 -2. Type of matr<<a! Concrete for boat ramp.
IV. Lartd Type, Diwx" Area, and Cwvstruct?stn EouWnent
A. DNM the area to be e:cataled include any marshland swamps or other wettan8' Yes %o X
(g. Does the drspnsal area include any marshland. swamps or othe, wetland' Yes, NO X
C- bispowl Area South side of A.I.W.W. in Corp spoil area
1. LOt:atian '
Do yuu clatrn tai` to disposal area, NO - Army Corp of E nc?lneers. e
D. Fill material v.u"c if Jill 1s to bt tl'ic s cd in N ( A
E. t*D* will tacaratc-d rnatet«a, be ent,ai+W and efovm tontrvited' Dike and water control structure
F Type of epuipmrnt to be used Hvdraul is dredge.
Wet t shtand he ctdssed to transporting eouoment to prowt WWI of M. gapitam No.
1
RI".
. tr.r
V. lerreded Lim of !?*" AM
A. 0. Prirraee
Use for sinLIe and multiple family nroiect.
4. 000
Ili. I. Lac ms(s) 8 acres
3. Elrvatian of lot(s) above aeeam high aster Ave 10' N . G . V . D ._
3. Solt type xW tuturt Sand
®. Typeofbuildingfacturesorstructures 60 mu1tip1.e family units, club hot Se. swimming
pool, docks, and boat ramp.
$. S? disposal and/o( waste tracer tre=tnseret A. Exitsurg{ f'&WWWd X
Describe Tertiary treatment with upland subsoil disposal
E. L.artd 0asurscacion forele ome) DEVELOPED TRANSlTMahA:. COMMUNITY RURAL
COHSE R VAT ION ATHtt R (See CAb1A Local Land Use Man Syn®p*i
Vt. f'eirtairtk* to Fidl and later Quality
X
A. Doti the proposed project :r.+olye Inc placemtnt of fill material, below, -near. SiSh water? Yes No
L 1. Will any runoff or d,senarge enter adjacent wsttfs a$ a result of protect KllvitY Of planned use of the
area following pfo?ect completion' YmX No
2 Typeofdtanargti Overflow pipe from disposal area.
3, Location of dtscharge SP-Plat's V11. P"o" rate of ehorelir?e erosion (if known) Unknown.
VOL. Lim Permit members and nsw dates of prous department of Arley CvW of Empt or Staae porsni4 flit
owk in pro*t 2292, if applicable N /7A
OL Lave` of ulnae rawired to cowt*u project
X its &Wdw to dw oornpie ted tool leaden form, Ou follawi% inim alma be W&vW d
A. Attach a copy of use deed (with State application only) w other utsvument wsde Which p
chiral titk to the affected property. OR If appist ant is not dafwoseq to be the owner
OW forward a COPY of the dead or other iri?!'Ltrr?M I titedW whiCh tilt oaernK claim. ti iota
permissior, from the owner to carry out the project on his land 1985
IIIL. Attach an accurate work pia: drawn to scale on Vi X 1 I" white paper (.set ingr,a(.tion booktel Dr 6
deriails) Note Ofipna' drawings preferred • only hie quatny copra accepted
QFICE OF A OFFiCE?
CQASREGlO LA
G A copy of tht apptecatiof• and plat must be served upon adjacent riparian larsdownars
esrtirwd mail or by puoiication (G.5 113229 (d))Enter We lured
0. LW males and complete addresses of the riparian landowners wa h property adjoinrriq iippaicartt's. below.
owners have days sr, wh,ch to uabrnit is It, a®ersues f 47...47.... ed &/L -
1 . ;1 E r ve,.c 4- l =' ... LA.&, X. CWtPFsratw ni or ?t f certify that to tree beg of my , Rte proposed activity ceawsyatm
XL f . '17
wkh the State of North Caroirruh approved coatdaf and will be c0,rsducted in a
eearlistene with such program
ili?R f+
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MAR 6 1985 w
OFFICE OF COASTAL MANAGEMENT
WILMINGTON REGIONAL OFFICE
SITE `r'
?,?"?"::??•:,?? •? l' BENT THEE P
LANTATION
I o ! DOCKING AND LAUNCHING FACILITY!
1'= I MILE NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
?xALE:
FKc*A fXKuK5Wic-tiCouklTy N•C.L.S_ BY: DCS, LTD.
CoaTRoL rtao 16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.

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BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.

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MAR 6 1985 f
COASTAL MANAGEMENT
? ?. OFFICE OF HA"'? 2. ? O85
WILMINGTON REGIONAL OFFICE
WLh1l;`IGTON REGIONAL OFFICE
BENT TREE PLANTATION G&I
DOCKING AND LAUNCHING FACIiii
.? I NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
CROSS - GECTIOw 16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
_ _M®_RrH__ ___ QR5---- S EFT _OF__
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PLEASE PUBLISH ON April 4, 1985
NOTICE OF FILING OF
APPLICATION FOR CAMek MAJOR =?P?T-2,'f
PaR2?1IT AND WATER QUALITY Cr-= IFICATION
Pursuant to NCCS 113A-119(b) and 143-213 3(a)(1)(c), the Department of
Natural Resources and Community Development hereby gives Public Notice
that DCS, LTD "BENT TREE PLANTATION"
filed an application on March 12, 1985 for a permit from the
Office of Coastal management to develop in an Area of Environmental
Concern and for Certification from the Division of Environmental
Management that a discharge of fill material in project wetlands will
not violate applicable Water Quality Standards,.
According to said application, DCS, LTD proposes to
construct 60 multi-family units, an openwater boat basin for 96 slips,
construct a twin ramp launching area and build a clubhouse with pool
facility at the "Bent Tree Plantation" waterfront along the AIWW.
A ropy of the entire application and additional information may be
exanined (or copies furnished, upon payment of reprociuction costs) during
normal business hours at the Office of Coastal Management and/or the
Division of Environmental Management, Regional Office, 7225 Wrightsville
Avenue, Wilmington, North Carolina 28403.
The Division of Environmental Management proposes to take final action on
this eater quality Certification on or after May 14, 1985 The

issuance of the CAmAmajor Developn-ent and the Section 401 Certification
may deviate from this projected date depending upon the nature o.- try
coments sulrutt.d a rd subsequent irearings that may result,
731.1 persons desiring to irake co:--tints should do so in writing to Mr. David
W. Cans, Director, Office of Coastal Maragmnt, P.O. Pcx 27687, Raleigh,
North Carolina 27611 prior to April 19, 1985 for consideration under
the CVIA Permit Decision and to Mr:. Cecil G. Madden, Division of Enviromental
Management, P.O. Box 27687, Raleigh, North Carolina 27611 (Itlephonee
[phone]) prior to May 4, 1985 for consideration under
the Water Quality Certification decision,
0
00F
State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street ® Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Field Services Section
7225 Wrightsville Avenue
Wilmington, NC 28403
[phone]
March 27, 1985
Lou Hopchas
Brunswick Free Press
Box 851
Shallotte, NC 28459
Dear Ms. Hopchas:
David W. Owens
Director
0
Please place the following legal notice in the classified section of your
newspaper and send the bill and affidavit to Christie Flynn, Division of Coastal
Management, P.O. Box 27687, Raleigh NC 27611.
Sincerely,
Rob Moul
Field Consultant
RM/sbm
Attachment
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
A
DIVISION OF ENVIRONMENTAL MANAGEMENT
March 15, 1985
MEMORANDUM T'( E C E I V E D
MAR 2 ? r?85
To: Bill Mills
Permits and Engineering WATER QU,10TY SECTION
From: Michael F. Williams, Chemical Analyst AII. 0PEfZ:1T10NBRANCH
Wilmington Regional Office
Thru: A. Preston Howard, Jr., Regional Engineer lod
Wilmington Regional Office Subject: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Tripp Sloane-DCS Ltd. Bent Tree Plantation
Ocean Isle Beach
Brunswick County
A 401 Water Quality Certification will be required, and
will require public notice advertisement.
The applicant proposes to construct a marina facility for 60 multiple
family housing units, club house, swimming pool, docks and boat ramp. The
98,000 square foot marina is proposed to accomodate approximately 96 boats.
The marina location is along the Atlantic Intracoastal Waterway near Ocean
Isle Beach, Classified SA.
It is expected that the construction and subsequent use of the marina
basin will contribute to violations of fecal coliform standards for SA waters.
Should you have any questions, please advise.
MFW/sf
cc: Division of Coastal Management - Rob Moul
Wilmington Regional Office
? l
State of North Carolina
Department of Natuzal Resources and Community Development
512 North Salisbur}, Street a Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
DIVISION OF COASTAL MANAGEMENT
Field Services Section
7225 1%7rightsville Avenue
Wilmington, NC 28403
[phone]
March 12, 1985
Tripp Sloane
DCS, Ltd.
16 Causeway Road
Ocean Isle Beach, NC 28459
Dear Mr. Sloane:
The Department of Natural Resources and Community Development
hereby acknowledges receipt of your application for State approval
for development on your property at Bent Tree Plantation along the
AIWW. Your application was received in our office on March 6, 1985.
The material you have submitted appears adequate for processing
at this time. Processing will begin with an on-site inspection of
your property within the next two weeks. Additional information may
be required as a result of this investigation and further review of
your proposal by other state and federal agencies. Additional
information may also be required by the Division of Environmental
Management (DEM) to determine if a 401 Water Quality Certification
is required.
Should you have any questions or need assistance, please feel
free to contact this office at your convenience.
Sincerely,
Rob Moul
Field Consultant
RM/ sbm
cc: Mike Williams, DEM
Charles Jones, DCM
Ernie Jahnke, Corps of Engineers
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Tekephone 919-733-4984
An Equal Oppon'unir ; .Affirmative ftcdon Empby r
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-APPOCAMW
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s!"? trif?G1GN e e Wes fb*FAy
AOxr<br srasl?e. stars of Nom Ca p ",r tr Er eamF°t ?,..
?w t ed k rt, a [r emoo? emS C.+e? entt tl?..y? .
f€m5 lt?2Z9, td5-Ztf.56r?1riJ, t?.s-3t5.s6a;, ti2a•ttf V, _. ,_ -._..(§$-GF? ?:3'?s$r?i
...p:
?,rpe ow print and fill in 8t1 btsn,4i. If iaafartrnatiort IS w 'i'?# , to W by f N/A l b .
g. Appfica+nt tsforrrsatioat
kmT4 D C S . Ltd- #dtt
First
16 Causeway Rc
?. Address Street. P O Box na Route
Ocean Isle Beach, North Carolina 28459 (919) 579-62]6
Can or Town State Zip Code Phone
fE. Esrtation of Proposed Protec t
Lt. County Br un.sw_CK
Near Ocean isle Beach.
?. 1. City. town, community or landmark
2, is proposed wore rrithrn city limrit' Yes ho -
fit, fWer, sound or bar vpor, whiCh profcct is io1--atcd or ncWc!It ramc6 body of water to ptojett
Atlantic lntraccastal k'aterwav.

fit. Uiption of hotcc t
?
Docking
and t a ur.c h f a c i l i t -
A 1. Msintenutcc of e:iMinl protect 2. New work
!j. ?urpox of picavation a fill

1. Access channe! tenth th
10---w?th i 20 8 f r ors N . L . k .
h

terrgth.
Z. boat bairn
.._....wid&. ?
r.df ,
3. FR! area knEth _?_+?dth._ -----depth
length
4.Othe' Width -depth
Reta'<n_n2 wa:_ nt'>:t _ ra ..,•
1. aulkhta6 tert?t•. "I A,- rage 6tsta nct wate'war6 of MIrNOA (sltiorelrne}
Type of t?!tchcaG construct:on in••ate?rsal
2 Sea woos
.
Exca•attd matcrra! itou! for txoicct)
Q ?
,
' -1 . 0010 2
- t ypt of -21-a; Sa: c and s i 1 t .
1. C-etbrC yerdS
$. Fill tnatersc! to bt v ceW held. MHw' (see also `'l A! Cpncre*_2 for beat rams.
1. C.iobK yards - 2 . Type of matessa!
Eamd Type, Dism-wil Arta. a:e,6 C*ftttuCtK),m Eou nt x
d?. Doc-s the area IL) be excayated rrsLlucie any marshland swamps of othtr wetted' Yet ? NO a
?. Does the drspns,a! orci melt,, tnv marshland. swmmm of other wetland' Yes 40
C OiSposalA`2 South side cf A.I.W.i+'. in Corp spoil area.
1. t.eKatios Do yLvu 6airr. tact tr) M%cIosaf vca' :.-",rm\' •CoC En2ineerc
FAt1 mJfCfiffi yrU a rt lit: et tG Gt lriatECL° sn
Dike and water con= Sir'-'•' ter..
E. how W41 tai ovalC'd motrr.a! br en t,ar+pr6 and erowm Lontrv4kd`
g t! ?.C r'` .
g ?(°t$ of eQ JitllT r'nf ii} t+f itb9.°e `: C r a u i C r e d
C'„ vw mwshrtan4 he rtgv%eed in tfampartins evr-ipm-ant to yvow.1 t o $4 prF1. 6 m N
r
i
V. kaft*d Lim of pre? Am (Duog*
?..,
A. &. Fr*W
Use for .inp-le and multi-le family
d,. C*W '
zR arrPS
Ave 1.0' N-
- G . V . D __
2. E*vUiW of lot(s) b oowst Wain high era
& SZR type astt3 tax w re San r' - - --°.--_
4.•TmofbuiidiimltaciltmsoaWixtuses 60 multiple family units, club hou swim-!
pool, decks, and boat ramp. -
1?. SMW diWosAj errs/or waste rater tmItoven, A. EatstirR f`'ea ?
©rseritx Tertiary treatment with upland subsoil disposal
f. Lwed Ciasstfweatton (urele wie ) DE VE LOPE D TRAM. 51 TYJN k:. COMMUNITY RURAL
CONS-EkuAT ION OTHER (See CA.MA Local Laced Um Man
yj. hruini% to Fill arsd l6ate• Quality
A. Does the proposed protect :r.vui ye Inc plattmen; of fiii rnauriai6 h6ow weer: hush ti ater? Yeis No
R. 1. Wdi any runoff or mscr,argt enter a['p"nt witrrs as a rewit of prefect activity or planned uia of 00e
area faiMov.in? pracct comptetior' Yes' No
2. Type ofdiy:hsrp Overflow pipe from disposal area.
3. L?9Gattml 61 Q!scharge - 1 t-VIf, heaw. rtts of *OW141ree w ion (if krs&wn} Uv?known.
& I Lx go(s)
L Lau pwwA number aowd issue dares of r"sous Dewirntnt of Array C:erlat esf E or Stara perwau
. work im project area, if aiWkabk //
OL dart of base mquired to cewt* s project
X in arlsRldw to the cwn*tea atppikttlort seam, OW fetlve ft leenet BMW be WwAdmd
A. Attach a copy of tat d_d (with Stau application only) or other owuenent under eM6+weh
46 6%1 vtk to the affected property. OR if aPOWmtt is not eianaift to bs the owner
OAon forward a copy of the deed or oOw inetrumestt Mader whictt ON owner clJOIN ti item
powmisioun from the owner to carry out the project on his land
??$5
JAR
Auk--h an accurtte wo•i pea: drawn to scale on VII X 1 i" "ite paper Lin ierst++y.tiost bookiti Cx s
deCaiis) Note Ortsir4l' arawrnts preferred • only hifh quairty copies sc pted VF ICE OCOASTAL. MANAGEMEN'
C A "Vy of the apphL; atkon and plat rnust tx sued upor+ 'tarty ripart? t wzeersQFFiGE
e'entfrad mail cx by pvDt?.ation (G.S. 9 13229 (d))Eater date terYa6
ID. List tronn and complete adloesses of thic rowtan tart6ownefs with pr ly
o'wrw-i have aeys in which to Sske"tt is to a9mces, ftS"
1 ?or (,.., . ? i) ? i (i?5 lZ?` I ?_ _ 3? . `/.??t??ta ?.A.6?Lc-- N'C...,
Essr>;iiFuatdern crept 1 certify that to tote treu of my k0owkidw, Ow proposed a?tivay eorrwp ws
ttoh t "eta to of North Carof were 'it wpe c ~ed c " w0 l be cond%K Led - a
N*Aftr consistent with such provram
r j
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MAR 6 IBS w
OFFICE OF COASTAL MANAGEMENT c
FICE
'? r yam'?' WILMINGTON REGIONAL C}Fr
SITE
BENT TREE PLANTATION
1 o t DOCUKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
SALE : 1 = 1 MILE
Fao? ®xv, sw,cK Ccvu ry 1 c.L.?. BY: DCS, LTD.
GoNTetoL r'i?? 16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
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EXISTIt4G DIKED SPOIL AFEb,
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REGUcSTIN16 PERMISSIOij TO
FFE3ulLD FART OF PIKE SYSTErr
•- r S ""? _ .? s WSTALL STILLING 5ASIQ u!lT'r'
}P1-?-c -j ' _' ??. ? ?=. ? ? ?? ^, r ` ?? ??$? F'1 Ftfl S°1 LLWA`'.
ICE OF COASTAL MANAGEMENT
t P j- r r - r - WILMINGTON REGIONAL OFFfQW
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BEAT TREE PLANTATION
0 Soo DOCKING AND LAUNCHING FACILITY
SCALE: 1"=900' NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
FRon 13RU115w1r-r CovNTy Zpx MAf- BY: DCS, LTD.
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BENT TREE PLANTATION
DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE.BEACH, BRUNSWICK CO., N.
BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN SST E BEACH, N. C.
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BERT TREE PI A.NTATION
M^KING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
vn D(IU C 1 0 RC t1lr T (1F
CHAR 6 5

RECEIVED
MAR 1 81985
l'lATER 2b,;-L HFY SECTION
MEMORANDUM OPERA116NS BRANCH
To: Fill Mills
Permits and Engineering
DIVISION OF ENVIRONMENTAL MANAGEMENT
d'g"l /5; /98s-
From: Michael F. Williams, Chemical Analyst IT
Wilmington Regional Office
Thru: A. Preston Howard, Jr., Regional Engineer
Wilmington Regional Office
Subject: Regional Office Review & Recommendations
?application for Permit for Excavation and/or Fill
Ta'iy o Sco eN? - DeS Grp. Sk-wr TA" e?c.a?n/T,?Tioe
A 401 Water Quality Certification will be required, and
will require public notice advertisement.
The proposed project should meet the requirements of a
General 401 Certification, and therefore, will not require
public notice advertisement.
1K? ~e,-,C.?-l?( VA0PO.SeS TO e0A1s1r;We.;r of AVi0,0/IVA e?GlLdT4
.,906es AWD 80,+7' 9AA7,P. 44pe) 72e tt;V7r *2,+Je1AU /5
0"A2 aD ro ,deecyr i?f? Apy,?oxim.?-r?-?/ 9?0 ?eyBrs .
m4gy, ?/A tont- ?ow I.5 dta?b rd e ,(ffrz.*??r/c 1A rA&toAsrft, A/P7E?Et?//m.
s
/SCE"GIJ. L?tess/Fib ?,Cl
Sy8s??1?e?'-
cc: Di vi s i on of Coastal ° anagement -,eoA 64
Jilmington Regional Office
EASEMENT IN LANDS CIDVERED BY WATER ChKA PERMIT FOR MA?OR > tRT
OFFICE OF COASTAL L OFFICE
D.ta rt wa el Adowkwa bm to" ar Nor* Cmom" WILMiNGjON t of On AMW
-Akow
?s 14&12] 00partenatt at Natmd Rawarrm aaw Go-by Doftwement Cwtst M Ewsb wrrt,,lp t3Ytlrlq
__..?33GFRiRI776 211
fcs lt3.229, j"21S.34a1t1}, 143.2115.31cj, 1IIA•115
P4aaae type or print and f dl in all blanks if information is not applicable, w indicate by piacbtg N/A in blhL*.
Applicant Information
A. Name D C S , Ltd.
16 Causeway Rd-le
Mtd?e
Fad
9. Address
Street, P O Boa or Route
Ocean Isle Beach, North Carolina 28459 [phone]
C,t? or Town State Lip Code Phone
It. Location of Proposed Project
A County Brunswick
1. 1. City, town, community or landmark Near Ocean Isle Beach.
2. It proposed wort within city limits' Yes No Y'
° C Creek, river, sound or bay upon which pr oject is located or neatest named body of water to project
Atlantic Intracoastal Waterway.
Y!. DKCription of Project
A. 1. Maintenance of exiftinS protect 2. New tyoric Docking and launch facility.
I. Purpose of excavation cx fill
1. Access channel tersgth rndth Aepth
2. float basin length 1030 width 120 d.th -8 from M . L . W .
3. Fill area ier1th width depth
4. Other length width oepth
G 1. bulkhead length 150 Average ditiance waterward of MRW (shoreline) Retaining wal 1 next to rams.
2. Type of bulkhead construction (materiail Sea wood
0. Excavated material (tow! for protect)
i Cubic yards 15,000 2 Type of material Sand and silt.
E. Fill material to be pl.ced belo* MHW (see aho Vl A)
1. Cubic yards 15 2. Type of mater ,a! Concrete for boat ramp.
TV. Land Type, Disposal Area, and Construction Equspersent
A. Dons the area to be excavated tmfude any marshland. swamps or other wetland? Yet No X
8. Does the dtspnsal area +nclu& any marshland. swamps of other wetland' Yes too X
C. t Area South side of A.I.W.W. in Corp spoil area
1. 1_o"tion
2• Do you claim title to disposal areaNo - Army Corp of Engineers.
0, Fill material YtW?[ of till is lobe lrucked m N/A
E. No* will exc+valed mater?a! be rntrat±ty`d and er"an conuolied' Dike and water control structure
F TVW of equrpmrnf ter br used Hvdraul is dredee.
e
r". VfsK marshibr 9 he dossed in transport Ing **%A" K1 to prowl tits, It ytti, wotaM No.
X411
ft".

V. kon" Lke of heol" Aron M
A. 1. !4'Onft - - - irk
Kwokt 15"4010~ of kAMW U? f?or? single and multiple familv,?nr,®owaPC
4.OOW m?... --®..
S. 1. Lot s*s)
8 acres
EMratitan of WeW avow encore hit avatar Ave 10' N . G . V . D . -
3. Soil type and taxtwe s5 and -
4. Type of building facilities or Wixtures 60 mu 1 t i p 1. e fami lyunits, club hoU",. sww' mmiLLg
pool, docks, and boat ramp.
X
S. Sewaye dispoW and/(xwute water treabnent A. Existing PlanrwA
R Describe Tertiary treatment with upland subsoil disposal
i. L&W Clasufwabon (ctrcie cone) DEVELOPED TRA!rSiTCOMMUNITY RURAL
CONSERVATIUN OTMtR (see CAMA Local Land Use Man Syncpstlt)
VL !w'taiwirg to Fill and W ate- Q"oty
A. Doti the proposed proje:i mvolve tnt placement of fill miteriiKAeiow neirc ht:h grater? Yes tdo X
R 1. Will &" runoff or dischar`e enter adp"nt w:ttrs as a result of protect activity or planned use of the
area following p(oaect completion) YesX No
2 Type ofdrycharyc Overflow pipe from disposal area.
3. Location of dtscharpr Spi, p l n r -- - -
VIL lpaeent rote of ciao vline wosion (if known): Unknown.
VML Un pwmk numbers and iaeue dates of pre, ious Department of Army Carps of EoWns et: or State prro+ite Ow
work iw prefect area, if applicable N / = - -- - -
111E leq* of time rewired to oarupkse .prefect.

X Ms ad 016 to Ow corsapirted appli illon Corm, Ow fellow 1016 items WAO bs pnvisded.'
A. Attaci% a copy of the jeed (with Salta application only) of otheriastrument wb6ii which
Bairns title to she affected property. OR if applKimt is not clatomewl to be the owner
lean forward a copy of the deed or other haver wAxt wader which Ow owner claim? ti lain
permission from the owner to carry out the project on his land. 11( 85
R Attach an accurate wort plat drawn to scale on 6`h X 11"whin ?A?
pape? (see ittst.,it.tion booklet or
details) NOW Orfa)na' drawings preferred • only hio ®uainy capon a ted p{?? TAL MANAGEMENT
C. A copy of the applee.at)on and plat must be screed upon !Ajtant riparian tandownersBWi QF CQ REGIONAL OFFICE
cartified mail or by puoiacat)on (G.S. 113.229 (d))Enter date WrVW
17. List names and complete addresses of the riparian tandownors with property sdfoirtrri? apOl cant's
owners have days in which to MA>r sit tt to afenctes fi below.
I t!, e f° l J k 1 GA"S ?4-1 ?tc- -4 14- _ ?thA ).? A1C-
XI. C nWkAtwo rvWirer t ! cenify that to the bast of way kwwtedp. lee proposed activity complies
with die State of North Carohrult approved coastal wangpnoww prarmn and will be conducted in a
sunner ezissistent with such propam.
401111,43-1. SEE REVERSE SWE K*
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w
1
} '`;? .:,.!`. '," - OFFICE OF COASTAL MANAGEMENT e
WILMINGTON REGIONAL OFFICE -
SITE
r ! Y - / BENT THEE PLANTATION
t o t DOCKING AND LAUNCHING FACILITY
c..c?AI.E. 1"= l tNtLE NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
Fa>tA tsSRuatswickGc+,zu'+-y M•G.C-S.
GouTttOL o-tAQ 16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
A"' ?1?
1
,o
i

low
.1985 .
r ? J i •i
ICE OF COASTAL MANAGEMENT
a WILMINGTON REGIONAL OFFtgg
EXISTIMG DIKED SPOIL AREA
DISPOSAL AREA FOR THlS PROPOSE
'PRCJECT}
REOL)ESTW6 PERMISSIoIl To
REBUILD PART oF viyE SYSTEM
NSTALL STILLING-i $ASIN WITH
PIPED SPlLLWA?.
BENT TREE PLANTATION
DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985 SHEET OF
Soo o gap
SCALE: f"--goo'
FRO,a BRUNSWiGK GpUNT11 IM MAP
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TYPICAL CHAWMEL CUT
koT To SCALE
55-'rod.
VAR! Es
I o
-'B.O

.BENT TREE PLANTATION
DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.
BY: DCS, LTD.
36 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
n
v
L 4 4X4
II I RAIL POST
J -T
it ' I !I
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MAR 6 1985
-lo
PENETRATION
OFFICE OF COASTAL MANAGEMENT
WILMINGTON REGIONAL OFFICE
_ BENT TREE PLANTATION
DOCKING AND LAUNCHING FACILITY
j NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
GROSS SEGTI.ON 16 CAUSEWAY ROAD
I°= s
OCEAN ISLE BEACH, N. C.
?a n A('U S ? Ot1 C CUf;,'?T [1F
4
F
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
March 22, 1985
IN ntrLT NtrtH 1U
Regulatory Branch
SUBJECT: File No. SAWC085-N-010-0151
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:
RECEIVE
D
MAR 2 5 1985
WATER QUALITY SECTIQIy
OPERATIONS gRANCH
Enclosed is the application of Mr. Tripp Sloane, on behalf of
DCS, Limited, for a Department of the Army permit and a State
Water Quality Certification to accomplish work on the Atlantic
Intracoastal Waterway (AIWW), near Ocean Isle Beach, Brunswick
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 May 20, 1985, the District Engineer
will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Ernest Jahnke,
telephone [phone].
Sincerely,
Char s W. Ho !'s
Chief, egulatory Branch
Enclosure
X-
-2-
Copies Furnished:
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. Rob Moul
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403

Y
j J.
/'/ 0 ? 15 MAR 1985'

State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
Tripp Sloane
DCS, Ltd.
16 Causeway Road
Ocean Isle Beach, NC 28459
Dear Mr. Sloane:
The Department of Natural Resources and Community Development
hereby acknowledges receipt of your application for State approval
for development on your property at Bent Tree Plantation along the
AIWW. Your application was received in our office on March 6, 1985.
. The material you have submitted appears adequate for processing
at this time. Processing will begin with an on-site inspection of
your property within the next two weeks. Additional information may
be required as a result of this investigation and further review of
your proposal by other state and federal agencies. Additional
information may also be required by the Division of Environmental
Management (DEM) to determine if a 401 Water Quality Certification
is required.
Should you have any questions or need assistance, please feel
free to contact this office at your convenience.
Sincerely, Rob Moul
Field Consultant
RM/sbm
cc: Mike Williams, DEM
Charles Jones, DCM
Ernie Jahnke, Corps of Engineers
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
S. Thomas Rhodes, Secretary
DIVISION OF COASTAL MANAGEMENT
Field Services Section
7225 Wrightsville Avenue
Wilmington, NC 28403
[phone]
March 12, 1985
O
An Equal•Opportuniry / Affirmative Action Employer
( .p I8 MAR Ift
*J%XATgM
!OR
"KRMfT TO f XCAVATE ANW= FILL WATER OVALITY CERTIFICATION
EASEMENT IN LANDS COVERED RY MATER
0e?tA/herht M AMMhWMIon Stall M kwo CawMse ie?e? of Do Army
4011411,1131 b0pa ttwomi of ati Stt?eaw`?e? ? la 11 tf O 1985 liir' VN6 Mi show
OFFICE OF COASTAL MANAGEMENT
Fbw type or print std fill in all bfw*a. If infortwatien is that appfi4 Wjll 4QN:;;WA01 lh*A* 0 M M+1.
1. Applicant Inforrrsation .
DCS, Ltd.
Ahw
16 Causeway RcW Firm
B. Address
Street, P O Boll nr Route
Ocean Isle Beach, North Carolina 28459 [phone]
City or Town State Zip Code !'bone
It. Location of Proposed Protect .
A. County Brunswick
B. 1. City. town, community or landmark Near Ocean Isle Beach.
2. Is proposed work within city limit? Yes ? ho
C. Creek, river, sound or bay upon which project is located or taearest named study of water to pro*1
Atlantic Intracoastal Waterway.
UL Owrotion of rroject

roject
ance of existin
i
te
M
A
1
New work -
2 Docking and launch facility.
n
g p
n
.
.
a . .,??.
R. !stipple of estcavation or fdl
1. Acros channel krsgth?. ?sridth,? ?depM
2. Boat basin length- ?wrdth 1? 2. depth -8 from M.L.W.
3. Fill area larelth_ width - depth
4. Other length _ width_ depth
C. 1. Bulkhead length 1 Average distance waterward of MHW (shoroline) Retaining wal 1 next to ramp .
2. Type of bulkhead construction Imatertal) Sea wood
0. Eaca.ued material Itotal for protect)
1 . Cubic yards 15,000 2 Type of material Sand and s i l t ,
E. Fill material to be placed below MHW (see alta VI A)
I . Cubic yards 15 -2. Typt of rnateral Concrete for boat ramp.
IV. L&W Type, Dittsosal Area, and Construction Ewspahent
A. Does the area iv be excavated include any marshland swamps or other wetland' Yes NoX ...?
B. Does the dhsprnal area include any marsAland. swamps or other wetland' Yes ? No X
G oitposal Area South side of A.I.W.W. in Corp spoil area
1. Location '
2 oo yuu claim title in disposal area, No - Army Corp of Engineers.
ID. Fill matnal vwa.e of tilt n to be tiucted in N/A
E. How will excavalyd materal be rnaapped and erou m onuolled' Dike and water control structure
F. Type of eourprnent ?a be Used Hydraulic dredee.
C, riq marshland tie uostard in Um"Vortwo egwpwaewt to prow, sate,, It vela, oaplem No.
Jp-01
am III
.f
A. L Frivar
Use for single-and multiple family nroiect.
L N??otW% DwdsPrraett ar IndsnlrW ?+?r?l!-!r n!•
l Oder
$ arrPS -- -.-
R 1. Lot tire(s)
1 Eleanore of lot(s) above tetaan WO water.. Ave 10' N . G . V . D .
R. iec type an0 tanttl?t Sand 60 multiple family units, club ho q p_ sw mine
4. Type of buil tR facYrtres or wucturtn .? ., .-
ppool, docks, and boat ramp.
!. Severe d"posal anOtor waste Water tttaatnnnt A. Existing ftlannad
S Dsreribe Tertiary treatment with upland subsoil disposal
bated Clasul'44tion Isirele erne) DEVELOPED TRANSi tiuhAi. COMMUNITY ]RURAL
COHSE R VAT ION OTHL R _.. (S" CAMA Local 40W UM MW *111paiW
Vi. PW%ab V to hilt and tfatr t "Ity
A. Con the propowd protect involve ins placement of fill Materia4 below "Wool %# water" Yes-NO
IS. 1. Will any runoff or dotcharge enter adlacent waters at a result of prWct actwity or planned use of dw
area following protect completion) Yns -%Q
2. Type ofdtsharp Overflow pipe from disposal area.
- - -
l Lawwn of d?icharr St- plat-,
VL /ltlaottt 0W it ti W*WW srosiat (it WWwn) • Unknown.
"K Lilt jow" 7twnben and Ww duet of prtr?iow Dopartment of Artttlr CPO elf t VWW Of NO /r+dtiM O'
wk th pre*1 Etta, if applicable. N/A
???..
X M addNion to On eontpiead application form, On forwMi iam am be pr - Wed
A.Attach a copy of the sec (with State application oMy) or other inwwtnnt coda u6ieh applrcaot
doWu tak to the affec led proWty. OR If alpiwnt it not dairs 4 to be the ot- of sad property.
rnn forward a copy of the dead or odter bntrtastaht wider which Ile owner claim title plot written
parmiltion from the owner to carry out the pro*t on his land.
MAR g 1985
e Attach an accwate wore plat drawn to state on th X 1 i" 96#90 pales lbee inmr; &bM boobet for
4%"I Q Note: Of,dAna tnp preferred • only hyh quality copes aaapted.
C. A copy of the applowtwn and plat mutt be treed upon adiacant riparian iay4o wners by tsWstuad or
asnifttd mail or by publication (G.S. 111229 (d))Entei date carved
ID. Lim cones and complete addresses of the riparian landowners with property ad oitwte appti"0111%.
owner have 30 d•ys in which to wbnttt to?tntents u• arencrp lived
Ar n f.rt . & "n h . ?l_ _ 4W... L _
XL CAIWcatiat fSOArsntsrtt I certify that to rte best of my knoa4ay, on proposed activity compries
with ere Suit of North Caroloukt approved coastal maim lsteertl props- and will be wxkI;Isd in a
nw wee consistent with suds program.
3, Aver pe mit rutaed pur,wnt to this applKation will allow ally On dereiopennt eietetba! M this *0
Onion acid plat. AplKints dm,ald Idtsnfat MKAW in ten appiKa R aid pint afl WK11 aced Meer
apeot aetirithes, irtdudiry cattutructiom. sacaoatipn, lYlittS, oetti Iatttl
MU ? _.._
MpYcaael
fbVii SEE REVERK f1OE FOR 11OLVA ff MCI TI"
Mel MI»

7FI.092 It 229 \ ,?34a 1122
MAR 6 1985 ,? ? ? -. '' ' $KAIIOTI
OFFICE 0 COA TAL MAN UFF CENT M ?O?yt
TON REGIONA q 130 13191: R•
WILMINGTON
M 0 2 9 ; - _1 ?'
SFCUR]Ty
11z4 ? :?
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MA`5UN I b s+
$ll? ( 1 191
1916 1.0 . H 1310 Cl
r ?v pk1 UN
1317 AI?1! o31Q PSo ? ?,?p1f`1
allOtte ?.3 ,•P I' ta4 ???? t2 1143 t
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ML.MOR I AL Vr,
\,,• .n f,q ?? .3 Q 1153 ?? 1 ? .
SK 1 PPF R -« ;
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rissettown \ J H11 l 114 1146
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1091 ., r "" ?' . • .
ti
j ?$eos? i_de 904 11 ?- OCEAN ISIS .?..
r1075 - POP. 78
114
SITE
BENT TREE PLANTATION
o I DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
SCALE: I*- I MILE
FROM o%uaswlck caau•ry N•c.c..s. BY. DCS, LTD.
C00TROL f+?jkt' 16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985 SHEET OF
t
1

f}
asAr.
.L

la

4
21.7ur.
S
EXISTING DIKED SPOIL AREA
(DiSPOSA. AREA FOR TWIS PROPOSED
PROJECT)
REOUESTING FERMtSS10N TO
VEBuiLD PART OF DIKE SYSTEM
MSTALL STILLING 8A!UW WITH
M. ; r : w ;, • rf/ ?? wva PIPED SPILLVlAy.
r = Kv[ rON RfG o NAGp'N1tNr
.- ? flFFj £
BENT TREE PLANTATION
Soo 0 Soo DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, 31USSWICK CO., N.C.
SCALE: I'vQW'
Fuom SRuNSWic.k Govw-ry TAX MAP BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985 SHEET OF
x ix
?K
'SQZ
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T- I II
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Ek.=-AVATE FOR DIKE
TYPICAL SPOIL AREA SECTION
WOT To SCALE
(7JTrow
VAR; ES
NW. +µO
L.W. - 0.0'
.......
CUTI
TYPICAL CHANNEL GUT
koT To SCALE
MAR 6 1985
OFFICE
WILL 0FFI4CEr?T
.........K..?--gin _ .. _.... .
BENT TREE PLANTATION
DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985 SHEET OF

-40,
fie
STRINGER
2='
2" x to`
HEADER
5
rvf,i? 8 1985
,Z OFFICE OF COASTAL MANAGEMENT
• 4,,µW'LMI GTON REGIONAL OFFICE
? RAIL POST
II
_ I
?, It x12 i '? 2
- tsoLr ,. ?
PLAN
i-( RAIL
4x4
RAIL POST QY4 RAIL,
or Pic vu
2fx9 STRINGER Vi 12 Ooi.T 3'
Z"g 10"
NE?Ctt4
?x?x2S
? PILING
fo
OoLT
ELEVAT?ON trv
1
RAIL
I
- to,
PENETRATION
DENT TREE PLANTATION
DOCKING AND LAUNCHING FACILITY
NEAR OCEAN ISLE BEACH, BRUNSWICK CO., N.C.
i
BY: DCS, LTD.
16 CAUSEWAY ROAD
OCEAN ISLE BEACH, N. C.
MARCH 5, 1985 SHEET OF
GROSS -SECTION
A
m ncrLY ncrcn w
Regulatory Branch
March 22, 1985
SUBJECT: File No. SAWC085-N-010-0151
Mr. Tripp Sloane
DCS, Limited
16 Causeway Road
Ocean Isle Beach,
Dear Mr. Sloane:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. 80X 1890
WILMINGTON, NORTH CAROLINA 28402.1890
North Carolina 28459
RECEIV D
MAR 2 5 1985
NEATER QUALITY SECTlOp
OAERATIpfyS BRANCH
On January 27, 1981, we issued general permit No. SAWCO80-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 March 15, 1985, on
behalf of DCS, Limited, for a Department of the Army permit to
excavate a channel and basin and construct dock and boat launch
facilities on the Atlantic Intracoastal Waterway (AIWW), near
Ocean Isle Beach, Brunswick 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. SAWC085-N-010-0151 and will be coordinated by
Mr. Ernest Jahnke, telephone [phone]. He is available to
address questions or comments you may have.
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
a 1
-2-
Copies Furnished:
r. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U. S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Sheppard N. Moore
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. Rob Moul
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
jr

IN ntrL7 ntrtn iv
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
May 3, 1985
SUBJECT: File No. SAWC085-N-010-0151
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:
RECEIVED
M AY 0 6 1985
WATER QUALITY SECTION
OPERATIONS BRANCH
Reference the application of D. C. S., Ltd., represented
by Mr. Tripp Sloan, to excavate a channel and basin and construct
a dock and boat launching facilities on the Atlantic Intracoastal
Waterway (AIWW), at Bent Tree Plantation, near Ocean Isle Beach,
Brunswick 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 alignment of the proposed basin will be restricted
to eliminate the excavation of any intertidal areas. Excavation
will not approach closer than 10 feet waterward of the mean
low water (MLW) elevation contour.
b. The boat ramp will be aligned so as to traverse the
minimum area of wetlands.
C. In order to protect juvenile shrimp, no excavation will
be permitted between the dates of April 1 and September 30 of any
year without the prior approval of the North Carolina Division of
Coastal Managoniont.
J* 4-.4
-2-
d. All excavated material will be confined landward of the
mean high water (MHW) elevation contour within adequate dikes or
other retaining structures to prevent spillover of solids into
any marsh or surrounding waters.
e. 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.
f. 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.
g. Flow from the diked retention area will be confined by
pipe, trough or similar device to a point at or below the mean
low water (MLW) elevation contour to prevent gully erosion and
resultant unnecessary siltation.
h. Excavation will not exceed 8 feet below the elevation of
mean low water (MLW).
i. The scheme of development contemplates the presence of
structures and their attendant utilities on lands subject to
an easement in favor of the United States for the operation,
maintenance, improvement and enlargement of the Atlantic
Intracoastal Waterway (AIWW). Accordingly, the permittee
will be required to remove such structures and improvements
at his own expense in the event that, in the judgment of the
Corps of Engineers acting on behalf of the United States, lands
are needed at any time for any purpose within the scope of the
easement. Permanent buildings will not be constructed in areas
subject to such easement.
j. The permittee hereby recognizes the possibility that the
structure permitted herein may be subject to damage by wave wash
from passing vessels. The issuance of this permit does not
relieve the permittee from taking all proper steps to ensure the
integrity of the permitted structure and the safety of boats
moored thereto from damage by wave wash and the permittee shall
not hold the United States liable for any such damage.
Questions or comments may be addressed to Mr..Ernest Jahnke,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
40 * " -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
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Lee Pelej
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. Rob Moul
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
tY `• Ja"SEO S7"gtt
2?Ay?
g ?,/f 2 UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
REGION IV
345 COURTLAND STREET
ATLANTA, GEORGIA 30365{[{ ;
APR 2 6 1985
4PM-EA/LP 'WAY .6
Colonel Wayne A. Hanson
District Engineer
U.S. Army Corps of Engineers, Wilmington
P.O. Box 1890
Wilmington, North Carolina 28402
ATTENTION: Mr. Ernie Jehnke
ow Qf
RECEIVED
SUBJECT: D.C.S. Limited
(Public Notice No. 85-N-010-0151)wA MAY 7 1985
Dear Colonel Hanson: OPERA TTON SysFCT(QN
BRANCH
This is in response to the subject permit application proposing
the construction of two boat launching ramps (15' x 92') and
a 96 slip open water marina (1,030' x 120' x -8'(MLW) along
the Atlantic Intercoastal Waterway (AIWW), Brunswick County,
North Carolina.
As a result of the boat ramp construction, about 600 square
feet of mixed high marsh dominated by blackneedle rush (Juncus
roemerianus), salt hay (Spartina patens), sea oxeye (Borrichia
frutescens) and salt grass (Distichlis Licata) will be
eliminated. The creation of the boat basin will involve the
removal of 15,000 cubic yards of bottom material by hydraulic
dredge to an approved Corps disposal site across the AIWW.
This activity will eliminate approximately 2.84 acres of
valuable highly productive intertidal habitat located in a
secondary nursery area.
We have reviewed the subject public notice and have discussed
the anticipated impacts of the proposed project with biologists
from the U.S. Fish and Wildlife Service and from the State
Division of Coastal Management. It is evident that the
proposed activity will eliminate a valuable aquatic resource,
and will result in an unacceptable adverse environmental
impacts. In addition, the work could be modified to
greatly reduce these negative impacts and still result in a
viable project.
Consequently, because of these determinations, it is our
belief that the proposed project is contrary to the Section
404 Guidelines and should be denied unless the applicant

-2--
agrees to construct the planned boat basin at an upland
location, and relocate the boat ramps to avoid high marsh
areas.
Additionally, the State of North Carolina Division of Shell-
fish Sanitation has not yet determined if shellfishing areas
will be closed as a result of marina operations at this site.
Closure of shellfish areas would be an additional reason for
permit denial if this determination is made.
Sincerely yours,
Howard D. Zelle
Assistant RegaAdministrator
for Policy and Management
cc: See attached
1111 '"
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments concerning an application for State Federal CAMA Permit(s) from
•..? . t-{.,, i :1.`E :t' f_• { i 1'?'"1 ! t l Jb
A. PERMIT :
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
This office has no objection to the issuance.of the permit(s) for the proposed
project with the following conditions:
That the activity be conducted in such a manner as.to prevent significant
increases in turbidity outside the area of construction..or-construction-
related discharge (increases of 25.NTU's.or less. are not considered
significant).
That, the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
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 foredilution`and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project. Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
or after '
The proposed project is certified
under General Certification
A) No. 1179 issued on January 25, D) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
B) 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.
f' r
WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
_DIVISION OFENVIRONMENTAL MANAGEMENT
-44
' WATER?QVALI:TY SECTION.
Comments concar#iing an application for State Federal CAMA Pe'rAt.(s) from
i t I ?' t t ;
P 1 1 r 1 /I;f .. nFt.?., ?i1 6i! ?! ?1 ,t14r
?; `i t-.? l Y? ? 1) ?:a,' Y ?'4 3?f' ?}. ? 1z %i Ef""i.. r`,L S. ? ? : t "'?! ' C 1 _.1?.= i ! ,f-; /??: ? !?'•
i'y ?([C,..?%
-jj
A. PERMIT :
This office:,cannot comment on this, project until after the close of the Section
401 Certification Public Comments Period.
R ,
This office has. no objection to the issuande of the permit(s) for the-proposed
project witW a following conditions:
That the activity be conducted. in such a manner as to prevent significant
increases' in turbidity outside the area "'of construc'tioft' dt-cons truction-
icant)harge (increases of 25 NTU's or less are not considered
signif
..h„That_th? ,rinstream turbidity not be increased by more than 50 NTU's as a"
a" o bl o. orNtupty for

jFw
Or;
dam,. ?PponsyKoazaa,»na»??re . s ?" wax A Y

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 b acted n
.

or after
Al-IN
The proposed project is certified
under -deneral 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.'
B) Np. 1272=issued on November 101 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 QUALI-TV SECTION
DIVISION OF ENVIRQNMENTAL MANAGEMENT