19860113 Ver 1_COMPLETE FILE_19860101

Class x
New STATE OF NORTH CAROLINA
Department of Natural Community Development

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X Malc
coal
Permit Number
198-86

Excavatioy¢tOto NCGS 113-229
Issued to Douglas S. Fleming, P. 0. Box 1555, Atlantic Beach, NC 28512
authorizing development in Carteret at Ocean beach at Pine Knoll Shores
County
as requested in the permittee's application dated 6/23/86 including
attached plats, 2, no date.
This permit, issued on is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) All work will take place in accordance with the work plat drawings and must
conform to all local state and federal building code requirements.
(2) No work shall begin until the 120 foot recession line has been re-established
by a representative of the Division of Coastal Management pursuant to 15
NCAC 07J.0403(b).
(3) The project will comply with all 15 NCAC 07H.0300 Use Standards for the
ocean high hazard AEC.
(4) There shall be a 25 foot minimum separation between the building roof drainage
and the nitrification fields.
(5) In order to avoid impacts from stormwater runoff, the runoff from the parking
lots shall not be channelized toward the roadside ditches.
(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.

12.
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
Douglas S..Fleming Permit #198-86
Page 2 of 2
pITI'ONAL C4@I?TIONS z
NOTE: 4 ;A.sf '`recomminded that the permi.tti* keep` all ocean 'front lighting . tc :
t6 !,4*,, mini mum or that ,. speci-,M light `screening be employed '-to reduce the
__potentiat for.hatching.turtl6!disorientation and mortality.
=NOTE: ,An Erosion and Sedimentation control plan will be required for this project.
This plan must be filed at least thirty 130) days prior to beginning
any land disturbing activity. Submit this plan to the Dept. of Natural
Resources and Community Development, Land Quality Section, 7225 Wrightsville
Avenue, Wi l mi rlgton, NC 28403.
.. .. .do- v
FOR
PERMIT TO EXCAVATE AND/UK FILL WATER OUAUTY CULTIFI . TI
t V %
,,
IN LANDS COVCRCD BY WATL'ft CAMA PERMIT FOR MAJOR UL" iLOPh1ED1,T •---"„_
EASEMENT
Department of the Arnty
)irxton Uistrrct
Department of Administration State of North Carolina
Department of Natur:+l Resour6cs and community Development 33 Cor 4f R 209.320.329i rrr
(GS 146.12) (GS 113.229, 143.215.3(a)(1), 143.215.3(c), 113A-118
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing NIA in blank.
1. Applicant Information Flemin Dou las S lvester
A. Name
Last First Middle .
B. Address Post Office Box 1555
Street, P. O. Box or -Route
Atlantic Beach, North Carolina 28512 (919).726-8571
Zip Code Phone
City or Town State '
It. Location of Proposed Project:
A. County Carteret
B. 1. City, town, community or landmark' Pine Knoll Shores
2. Is proposed work within city limits? Ycs. X -No ..._.-
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Atlantic Ocean
Ill. Description of Project 2. New work . 45 Room Hotel & Manager's Unit
A. 1; Maintenance of existing project
B. Purpose of excavation or till depth
' 1. Access channel N/A -lcngtf, width -
N?A Icngth widtl1 Jepth
2. 13uat basin 80 ft. width70 ft. Depth 2 ft.
3. Fill area below building length 1
4. Other' N/A Icngth width depth
C. I. Bulkhead Icngth - Average distance waterward of MFIW (shoreline)
2. 't'ype of bulkhead construLtiun (material)
U. Lxcavated material (total for project) Type of material --
1. Cubic yards
E. Fill material to be placed below k111W (see also VI. A) material
1. Cubic yards None 2. Type ' of
IV. Land Type, Disposal Arca, and Construction Equip?ncnt: X
A. Does the area to he excat•ated inLlude any marshland, swamps or other wetland? Yes X No
B. Dues tha disposal area incluJe and m.ushl.utd, s?santps or other wetland? Yes-No
C. Disposal Area
N/A
1. Location
2, Do you claim title to disposal area? I N/A
Ra _
Tem orar silt fences during construction.
U. Fill material suurcc if fill is to be trucked in
I... 'flow will excavated material lie.entiapped and erosion controlled? P y
r Bulldozers/Front-end Loaders/Motor Graders
(ype.ul equipment t?? hr useJ No
(I. Will nlarsltl,utcl be L?ussed in transporting etlurpment to project site? If yes, explain
u& r-t% l
Rrv. 10/78

..V. Intertded Use of Project Area (Describe)
A. 1. Private' N/A -
2. Commercial 45 Room Hotel Plus Manager's Unit
3. tkwvsing Development or Industrial N/A -
4. Cbher swimming pool, wood boardwalk, concrete or wood pool deck _
8. 1. Lot size(s) 200' x 489'
2. Elevation of lot (s) above mean high water from 2.35' to 21' --
3. Soil type and texture sand soil fine texture
4. Type of building facilities or structures hotel with swimming pool
5. Sewage disposal acrd/or waste water treatment A. Existing Planned X
B. Describe septic tank with low- ressure pipe system
6. 'Land Classification (c' OPGD .?+f 0A COMMUNITY RURAL.
ONSERVAfI t Ol'IiLR (See CANIA Local Land Use Ilan Synopsis)
VI. Pertaining to Fill and IYater Quality: '
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No X
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes-No X
2. Type of discharge N/A
3. Location of discharge 4a - .
_? -- ---
VII. Present rate of shoreline erosion (if known): 31-41
VIIh list permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
wort: in project area, if applicable:. N/A
IX. Length of time required to complete project: 12 months X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant -
claims title to the affected property. OR if applicant is nut claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn'to scale on 8% X 11" white paper (sec 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 landovmrrs by registered or
9 (d))Enter date served _
certified mail or by publication (G,S. 113-2'
D. List names and complete addresses of the riparian landowners with property adjoining applic.:nt's.
Such owners have 30 days in which to submit comments to agencies listed below.
see attached
X1. Certification requirement: I certify that to the best of my knowledge., the proposed activity complies
with the State of North Cawlina's approved coastal management program and will be canducted in a
manner consistent with such program.
X11. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants %hould therefime describe in t110 application and {il,rt all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
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BARTHOLOMEW ASSOCIATES, INC.

DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
September 29, 1986
M E M O R A N D U M
TO: John Parker
FROM: Bill Mills
SUBJECT: Application for CAMA Permit
Douglas Fleming - Fleming Hotel
Carteret County
The Subject application has been reviewed for water quality
impacts and the following comments are offered:
1. The project will not require a water quality certification.
2. In order to avoid impacts from stormwater runoff, the runoff
from the parking lots should not be channelized toward the
roadside ditches.
BM/dkb
cc: Preston Howard

MEMORANDUM
DATE:
TO:
FROM:
THROUGH:
DIVISION OF ENVIRONMENTAL MANAGEMENT
September 23, 1986

Bill Mills
Operations Branch
David. H. Cotton
Wilmington Regional Office
A. Preston Howard, Jr.
Wilmington Regional Office

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SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Flemming Motel - Atlantic Ocean
Carteret County
The applicant proposes to construct a 45 room hotel. The project is
located adjacent to the Atlantic Ocean classified SB. It is also
located more than 575 feet from an estuarine shoreline.
The project has been reviewed to determine impacts to water quality.
The following comment is offered: That the stormwater runoff from the
parking lot should not be channeled toward the roadside ditches.
This office has no objection provided the above condition is met.
DHC:kc
cc: DCM - James L. Mercer
WiRO
CF
• . Lat 34 41 48 '
OFFICE OF COASTAL MANAGEMENT • Long. 76 46 56
FIELD INVESTIGATION REPORT,
DOUGLAS S. FLEMING
1.-?Applicant's name
2. Location of project site Ocean side Hwy. -58 2.6 ni frcm At. Bch. stoplight across fran
3. Investigation type: Dredge & Fill CAMA X---?:?
6-24-86
4, Investigative procedure: (A) Dates of site visit
B) Was applicant present nn
Photo ref. '84 Stria #32, Frame #1174 ` T-21
6-23-86 Office Morehead City
5. Processing procedure: Application received
Pine Knoll Shores
6. Site description: (A) Local Land Use Plan
Land classification from LUP
Development constraints identified in LUP
T.
see C
(B) AEC(s) involved: Ocean Hazard X Estuarine shoreline Coastal wetlands public trust waters
Estuarine waters Other
(C) Water dependent: Yes No X Other
(D) Intended use: Public Private Commercial X
-
(E) . Type of waste water treatment: Existing
Planned SEPTIC TANK WITH LOW PRESSURE*PIPE SYSTEM
(g) Type of 'structures: Existing.
Planned 4/5-ROOM HOTEL, PARKING LOT AND POOL
@ Source: CAMA
,(G) Estimated annual rate of erosion
7. Habitat description: AREA
Dred ed Filled Other _
(A) Vegetated wetlands:
(B) Non-vegetated wetlands:
t
E

9. Narrative description
Douglas S-. Fleming proposes to develop a 200' wide section of
oceanfront property located in the Town of Pine Knoll Shores just
2.6 mi west of the Atlantic Beach stoplight on Hwy. 58. The
Jungle Land Amusement Park is directly north of the project site
with the Sea Hawk Motel on the west side and the old Morehead.
Fishing Pier and Trailer Park on the east side.
The property is approximately 489'.deep from the highwater shore-
line to Hwy. 58 and consists of 2.242 acres of real estate. In
recent years the site has been used as a staging area for modular
condominium units being erected in the near-vicinity.. From time
to time the 'site has been used as a dumping ground for used high-
way asphalt and concrete materials. Most of this activity has
leveled the area flat and has been restricted to that section
of the.property landward of a,point about 120' from-the first
line of dune vegetation.
The applicant proposes to develop a 45-room hotel with one full
time manager's live-in unit; a swimming pool, and parking lot.
All of the development, with the exception of the 6' wide wooden
pedestrian accessway,..will take place landward of the PKS build-
ing setback line located 100' from the first line of natural,
stable vegetation. The hotel and parking lot will be landward
of. the CAMA 120' ocean erodible AEC.which applies to large,
immovable structures. The swimming pool, with a concrete apron,.
will occupy approximately 840 sq.ft. immediately in front of the
120' recession line. This oceanfront section of the property
is typical and exhibits a well vegetated primary dune ridge with
an elevation of'4-9' as shown on the workplat drawings. The on-
site inspection revealed that local visitors and tourists utilize
the openess of this let as a way to access the ocean beach by
walking from Hwy. 58 across the dune line.. Several footpaths
characterize the dune ridge. ..
The applicant has provided calculations on their stormwater
management design as well as the ratios of impervious to pervious
surface areas throughout the total project. The reader of this
report is directed to the three page attachment to the appli-
cation.
The actual hotel building which will occupy 5,870 sa.ft. will be
located in a federalflood zone listed as a C-Zone with a con-
- = struction elevation of_+16'. Because of the previous modifica-
trons-t-the-flat and area of the property, :the applicant-.pro-
.,.. t-bu..?,site with approximately: 2' of impar-e --
__ _
r earthen fill material This is in compliance w`i- the,state
i -building od = requir men-t s, and the design plans also include.
the use of support pilings with a tip penetration of at least _
8' into--J*e -gj-ound,
-- -- --- Tlie-ex.,C l.oca'Cion and design of *the primary wastewater treatment
f.ac.il-ity does not appear on the CAMA wor_.k plat drawings. however,

it has been related to this office that a low pressure septic sys-
tem will be installed on the east or west sides of the property
jist landward of the actual hotel building site in those areas which
have been dedicated to open, green spaces. This information was ob-
tained through conservations with the local building inspector.
10. Anticipated impacts
The proposed plan will allow construction of the hotel and still
preserve the integrity of the ocean erodible AEC in front of the
120' recession line. All other. development on the property appears
to be consistent with the CAMA Use Standards for development within
the ocean high hazard area. There is one exception that involves the
possible elimination of public access across the property.
CAMA REVIEW
The projet has been reviewed with regards to the 1981 LUP for the
Town of Pine Knoll Shores. That document classifies the frontal
beach area as conservation and the highground property as develop-
ment. No development constraints can be identified from the re-
view. In addition, the Town of Pine Knoll Shores has properly
zoned this tract of land to allow for commercial development in the
form of a hotel.

APPL If7t ION
FOR
WATr.K QUALITY CCR71rl . T10
PERMIT TO EXCAVATE AND/OR FILL --`J -- '
BY 1VA1 l:K CAA1A PERMIT.FOR MAJOR DL 0 1E•J:1T..--
EASEMENT IN LANDS COVLRED
Department of the Army
partmcnt of Administration State of North Caroflna Corps of Engineers, wiiiisin ;ton District
is Department of Natuftd Resoun cs and Community Development (33 CUR 209.320.329)
te
05 146.12) (GS 113.229; 143.215.3(a)(1), 143.215.3(c), 11 3A-.1 18
Please type or print and fill in all blinks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information Flemin
A Name
Ivestt
Middle

Last F irst
B. Address post office Box 1555
. Street, P. O. Box or Route (`,rnli 2851
2 (91 726-8571_ _
City or Town
State
Zip Code
Phone
II. Location of Proposed Project:
A. County Carteret
B. 1. City, town, community or landmark pine Knoll Shores
2. Is proposed work within city limits? Ycs -No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Atlantic Ocean
111. Description of Project 45 Room Hotel & Mana er's Unit
A. 1. Maintenance of cxistinl, Project 2. New work
-
B. Purpose of excavation or fill _ depth
1. Access channel N/A lengti?.._ Width
N/A Icngth - width _____-----depth
2, Boat basin
below buildi length 180 ft. width 70 _ f t. depth 2 ft-
3. g
,?---
1-ill area
length width_- depth
4. Other
C. 1. Bulkhead length.- Average distance waterward of Nit-IW (shoreline)
2. 'type of bulkhead construction (material) w
[). Excavated material (total for project) Type of material
1. Cubic yards `
L. Fill material to lie placed below h11 11v (sec alio V1. A) of material '
1. Cubic yards None -2. Type IV. Land hype, Disposal Area, and Construction Cquil,nu•rtt: X
MW nt swamps or other wetland?' Yes X
A No
A. Ours the area to hr excavatc.l in?ludc arshlan(l,
disp-r.a1 area include my m.trshland. SWAMPS or dtl;cr wetland? cs -No
B. pues•thc. Y
C. Disposal. Are.t.. N/A
1. Locattort
2 Do you ct:neat talk 14 dr5 isusal. arrt' N A
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L. ',I low w.tll t?;i.iv.ttid n+titia .lrc L;i t.tppca .ttsd rrci?tc?it c<uttrollcc ..
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.. L..:.! .(? I,e, of Ctlltl(?Illi•nl r?, hi tFyc.l ?__-- NO .. ?.?_.
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c?lc?t site. If ye", explaill
I., 1v-iII-maI"hl.trut Urit itr tt.tII%J)ortutk; Ciluriuncnt to !
.
t•
JV. > tntknded Use of Project Area (Describe)
A; 1. Private NSA
2. Commercial 45 Room Hotel Plus- Manager's Unit
3. Nanning Development or Industrial N/A
4. Ckher- swimming pool, wood boardwalk, concrete or wood pool deck
6. 1. L(')t size(s) 200' x 489'
2. Elevation of lor(%) above mean high water from 2.35' to 21' _
3. Soil type and texture sandy soil, fine texture
4. Type of building facilities or structures hotel with swimmingpool
5. Sewage disposal and/ur waste water treatment A. Existing Planned _ X
B. Describe septic tank with low-pressure pipe system
6. 'Land Classification* (cle-one)_.fil V_ELOPED CRANSITIO(?fAL' CUh1h1UNITY RURAL
CONSERVA-fIli 0111 L R
(SeeCAMA Local L nd Use Ilan Synopsis)
VI. Pertainin.,, to rill and Water Quality:
A. Does thc- proposed project involve the placement of fill materials below mean high water? Yes No X
B. 1. Will any runoff or dischaige enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes No X
2. Type of discharge N/A
3. Location of discharge_ NZA
Vil. Present rate of shoreline erosion (if known): 31-4'
Vill. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work. in project area, if applicable: N/A -
IX. Length of time required to eantplete project: 12 months
X. In addition to the completed application form, the following items must be provided:
A. Attach, a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then for ward a copy of the decd or other instrument under which the owner claims title plea written
permission from the owner to carry out the project on his land.
B. Attach in accurate wort: plat drawn to scale on 8% X 11 "white paper (sec instruction booklet for
details). Note: Or i-inal drawings preferred - only high quality copiers accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registe'fed or
certified mail or by publication (G.S. 113-229 (d))Enter date served " .2.7,=.??
D. List names and complete addresses of the riparian landowners with property adjoining applic.:nt's.
Such owners have 30 days in which to submit comments to agencies listed below.
see attached
XI. Urtification requiiement: I certify that to the best=of my knowledge, the proposed activity complies '
with the State of Noi tr-C itolina's approved coastal management program and will lie conducted in a
--manner eewtmtcnt with sue h proor tm 9
zls-
-XU:- Any pcinlrr issued pur%ti.-M to this ap.pl c:a_tion Will.-allow only thedev lopmentdescrit+ed 4 thisli
cation and plat Appls sTiou d tlwief.ite'deseribe in the application and jilat all anticipated devel-
T_
opment attivilie% inclu'di_iit;:anstruc lion, e\cavatioo, (illicit:, and land clear ing.
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l+- United States Soil
Department.of
?l Con n
Agriculture Servi,
Doug Fleming
P.O. Box 1555
Atlantic Beach, N.C. 28512
USDA, SOIL CONSERVATION SEkVIVF
POST OFFICE BUILDING
7^ I MONT STREET
u "iUFORT, NORTH CAROLINA 200,516
May 21, 1986
Dear Mr. Fleming,
On May 19, we made two soil borings on your lot next to the
Sea Hawk Motel, Atlantic Beach. Hole # 1 was at the first sur-
veyor's stake inside the required setback line, 120 feet from high
tide level.
Hole # 2 was about 25 feet back from the line of telephone
poles in front of the lot.
At both locations, the soil texture was fine sand to a depth
of six feet. Permeability in this soil will exceed 20" per 'hour.
The seasonal high water table is at about 50" at Hole #4 -and 60"
at Hole # 2.
I hope this information will be helpful.'
Sincerely,
4
Gina Boccetti, D.C.,
Beaufort Field Office

•
FLEMING HOTEL
PINE KNOLL SHORES, N. C.
BARTHOLOMEW ASSOCIATES, INC.
SITE IMPACT CALCULATIONS
TOTAL IMPERVIOUS SURFACE IN CAMA:
BUILDING AREA . 5,870 SF @ 100% = 5,870 SF
ROAD & PARKING AREA 20,660 SF @ 100% = 20,660 SF
WOOD DECK AREA 1,570 SF @ 0% = 0 SF
CONCRETE DECK AREA 780 SF @ 100% = 780 SF
POOL WATER SURFACE AREA 900 SF @ 100% = 0 SF
TOTAL 27,310 SF
TOTAL SITE AREA:
-2.242 ACRES x 43,560 = 97,662 SF
TOTAL IMPERVIOUS SURFACE AREA TO TOTAL AREA PERCENTAGE:
27,310 SF : 97,662 SF = 27%
TOTAL SITE AREA LESS IMPERVIOUS SURFACES = 70,352 SF

.
I

FLEMING HOTEL
PINE KNOLL SHORES, N. C.
BARTHOLOMEW ASSOCIATES, INC.
STORM WATER RUNOFF CALCULATIONS
DESIGN: BASED ON 10 YEAR STORM OF I HOUR PERIOD 1=2.5
10.5' IS MOST EVER RECORDED IN A 24 HOUR PERIOD.
CALCULATIONS: Q=CIA (Q=CUBIC FEET PER SECOND)
C = COEFFICIENT OF RUNOFF
I = INTENSITY OF RAINFALL IN INCHES PER HOUR
A = DRAINAGE AREA IN ACRES
"C" FOR TABLE A BELOW
A. TOTAL SITE AREA LESS IMPERVIOUS SURFACES, C=0.07
B. TOTAL BUILDING SURFACE AREA C=1.00
C. TOTAL ROAD AND PARKING SURFACE AREA C=1.00
D. TOTAL CONCRETE APRON AROUND -POOL AREA C=1.00
TABLE A
AREA (S.F.) AREA (ACRES) "C" "I" RUNOFF
A. 71,132 1.63 0.07 2.8 0.32
B. 5,870 0.135 1.00 2.8 0.38
C. 20,660 0.48 1.00 2.8 1.34
D. 780 0.018 1.00 2.8 0.05
TOTAL RUNOFF IN CUBIC FEET PER SECOND:
2.09 c.f.s. x 60 sec = 125.40 c.f./hr
125.40 x 7.48 (GALLONS PER CUBIC FEET) = 937.99 GALLONS/HR
937.99 GALLONS PER HR x 24 HOURS = 22,511.76 GALLONS
= 3,009.59 CUBIC FL-'ET OF REQUIRED STORAGE
2.09

FLEMING HOTEL
PINE KNOLL SHORES, N. C.
BARTHOLOMEW ASSOCIATES, INC.
RETENTION POND CAPACITY CALCULATIONS
DESIGN.
POND SIZED WITH ASSUMED WATER LEVEL OF 0.00' FEET AND OVERFLOW
BASED AT 12 FEET. (SEE ATTACHED SHEET SHOWING POND AND SECTION.)
CALCULATIONS
1. AREA OF POND AT 11.00 FEET = 1,026 SF
2. AREA OF POND AT 12.00 FEET = 1,764 SF
OVERFLOW CAPACITY BASED ON AVERAGE OF BOTH AREAS MULTIPLIED
BY DEPTH.
1,026 SF + 1,764 SF . 2 = 1,395 SF x 3' = 4,185 CF
4,185 CF x 7.4805 (GALLONS PER CUBIC FEET) = 31,306 GALLONS.

.._..__.

i ? ,,Ty ,? srn? o
y. ? 5
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
July 28, 1986
Ms. Renee Gledhill-Earley
En7eigh, ental view Coordina
Diof Arch' es a story
Ra North Carolina 27611
Dear Ms. Gledhill-Earley:
The attached copy of an application submitted by:
Douglas S. Fleming
Applicant's Name
David W. Owens
Director
Atlantic Ocean, Pine Knoll Shores Carteret
Location of Project County
for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major
development permit...
X for a LAMA major development permit (only) ...
... is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
Please indicate on the reverse side of this form your viewpoint on
the proposed work and return it to me not later than 8/18/86
Sincerely,
o R. Parker, Jr, hief
Major Permits Processing Section.
JRP:ap:2480
Lat 34 41 48
OFFICE OF COASTAL MANAGEMENT Long. 76 46 56
FIELD INVESTIGATION REPORT.
DOUGLAS S. FLEMING
..Applicant's name
Location of project site Ocean side Ilwv; 5$ 2.6 rni from At. Bch. stoplight across frcan
r r
J.
CAMAx?
Investigation type: Dredge & Fill
• ---
Investigative procedure: (A) Dates of site visit 6-24-86
B) Was applicant ppresent
Photo ref. 184• Strip #?3?, Frame #F1174 F T-21
6-23-E6 Office Morehead City
Processing procedure: Application received
Pine Knoll Shores
Site description: (A) Local Land Use Plan
Land classification from LUP
Development constraints identified in LUP
see P
Estuarine shoreline
(B) AEC(s) involved: Ocean Hazard X Coastal wetlands__. public trust waters-
Estuarine waters Other
1.
2.
3.
4.
5.
6.
No X Other ---
(C) Water dependent: Yes
? __-
(D) Intended use: Public Private - Commercial X
(E) Type of waste water treatment: Existing
Planned SEPTIC TANK WITH LOW PRESSURE PIPE SYSTEM
(F) Type.of structures: Existing.
Planned Z/5 ROOM HOTEL, PARKING LOT AND POOL
Source• CANTA M
,(G) Estimated annual rate of erosion
?---?-
7. .'Habitat description: AREA
Filled Other
Dred ed
(A) Vegetated wetlands:
(B) Non-vegetated wetlands:
(C) Other:
5984 sct. ft. Mot
660 dq.ft walkwa:
Ocean erodible area (1701 ) 80-0 sq, ft. sw.pl
6616 :?cx.ft- fill
(D) Total area disturbed: apex. 1.37 ac -
8. Project summary Applicant nropose.s to develop a 4r>-.roo°n hotel- ---- --°-°--

9. Narrative description
Douglas S. Fleming proposes to develop a,200' wide section of
oceanfront property located in, the Town of Pine Knoll Shores just
2.6 mi west of the Atlantic Beach stoplight on Hwy. 58. The
Jungle Land Amusement Park is directly north of the project site
with the Sea Hawk Motel on the west side and the old Morehead
Fishing Pier and Trailer Park on the east.side.
The property is approximately 489' deep from the highwater shore-
line to Hwy. 58 and consists of 2..242 acres of real estate. In
recent years the site has been used as a staging area for modular
condominium units being erected in the near vicinity. From time
to time-the site has been used as a dumping ground for used high-
way asphalt and concrete materials. Most of this activity has
leveled the area flat and has been restricted to that section
of the property landward of a point about 120' from the first
line of dune vegetation.
The applicant proposes to develop a 45-room.hotel with one full
time manager's live-in unit; a swimming pool, and parking lot.
All of the development, with the exception of the 6' wide wooden
pedestrian accessway,.will take place landward of the PKS build-
ing setback line located 100' from.the first line of natural,
stable vegetation. The hotel and parking lot will be landward.
of the CAMA 120' ocean erodible AEC which applies to large,
immovable structures. The swimming pool, with a concrete apron,
will occupy approximately 840 sq.ft. immediately in front of the
1201 recession line. This oceanfront section of the property
is typical and exhibits a well vegetated primary dune ridge with
an elevation "of,4-:a' as shown on the workplat drawings. The on
site inspection revealed that local visitors and tourists utilize
the openess of this let as a way to access the.ocean beach by
walking from Hwy. 58 across the dune line. Several footpaths
characterize the dune ridge.
The applicant has provided calculations on their stormwater
management design as well as the ratios of impervious to pervious
surface areas throughout the total'pr:oject. The reader of this
report is directed to the three page attachment to the appli-
cation.
The actual hotel building which will occupy 5,870 sa.ft. will be
located in a federal flood zone listed as a C-Zone with a con-
struction elevation of +161. Because of the previous modifica-
tions to the flat land area of the property, the applicant pro-
poses to fill the building site with approximately 2' of imported
r earthen fill material. This is in compliance with the state's
building code requirements, and the design plans also include
the use of support pilings with a tip penetration of at least
8' into the ground.
i The exact location and design of the primary wastewater. treatment
facility does not appear on the.CAMA work plat drawings. However!
4.
it has been related to this office that a low pressure septic sys-
tem will be installed on the east or west sides of the property
just landward of the actual hotel building site in those areas which
have been dedicated to open, green spaces. This information was ob-
tained through conservations with the local building inspector.
10. Anticipated impacts
The proposed plan will allow construction of the hotel and still
preserve the integrity of the ocean erodible AEC in front of the
120' recession line. All other development on the property appears
to be consistent with the CAMA Use Standards for development within
the ocean high hazard area. There is one exception that involves the
possible elimination of public access across the property.
CAMA REVIEW
The projet has been reviewed with regards to the 1981 LUP for the
Town of Pine Knoll Shores. That document classifies the frontal
beach area as conservation and the highground property as develop-
ment. No development constraints can be identified.from the re-
view. In addition, the Town of Pine Knoll Shores has properly
zoned this tract of land to allow for commercial development in the
form of a hotel.

i
?I
1
Submitted by
James L. Mercer Date July 3, 1986

PERMIT TO EXCAVATC AND/OR FILL
EASEMENT IN LANDS COVERED BY NVAI LP
p A?P1101 (A)N
FOR
U
' WATER OUALI:TY CCIZTIFI . TI L
CAMA PERMIT FOR NIA)OR DE ------
of North Carolina
partment of Adminlttration
Department of Netur:d Rcso; r?la3.215.3(c), Community 113A•l lg and $ 1.16.12) lopmcnt
(GS 113.229, 143.215.3(,)( 1,
Department of the Army
corps of rnginccrs, wilmicgton District
(33 CF R 209.320.329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information Dou las. S IvesteC
Flemin Middle
A. Name Last First
B. Address post office Box 1555 Street, P. 0. Box or Route
28512 919 7?.6- 57_1
Atlantic Beach, North Carolina Zip Code Phone
City or Town State '
11., Location of Proposed Project:
A. County Carteret -
Pine Knoll Shores
B. 1. City, town, community or landmark
2. Is proposed work within city limits? Yes X -No --
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Atlantic Ocean
111. Description of Project 2 New work 45 Room Hotel & Mana errs Unit
A.. 1. Maintenance of existing project
B. Purpose of excavation or till depth
1. Access channel N/A length ' width------
N/A length------ width -depth
2. Boat bash'
below buildi 180 ft. width 7.____0 ft. depth 2 ft.
n -
3. Fill area length
width---depth
4. Utber N/A Icnj,th
C 1 Bulkhead length Average distance waterwarcl of MHW(shoreline) .
2. Type of bulkhead construction (material)
1), hacavated material (total for project) ,t Tyne of material
1. Cubic yards
E. 1: ill material to be placed below Nil 1W (see also VI. A)
None 2. Type of material
1. Cubic yards
IV. Land Type, Disposal Area, and Construction Equil,nx•nt: )(
A. Dues the area to be CXC.t\'ated int.lude any marshland, swamps or other wetland? Yes -- No
B. Dues the. disp.o%al at ea include and' marshland, swamps or other wetland? Yes ---No
C. Disposal Area N/A -??
1, Location _____---------•
2. Do YOU Clain' title to disposal area? N A M,
dio Ilan
Tem orary silt fences Burin = construction.
D. Dill ntateri.tl %?,urer if till is to he trucked in _....Ra-----
L. low will excavated material be'entr.tppod and erosion controlled? P .
_
Bulldozers/1~ront-end Loaders/Motor Graders
1 he.uf edlui{,ntcnt t,t he usr,l
0;, 1Vill m.trsltLuxt be Lrr+sx•d in tiawpur.ting etlui{,picot to project site? ((yes, explain
cF•'tl
,,V. Int.coded Use of Project Area (Describe)
A. 1. Private, NiA
2, Cornrnc. J 45 Room Hotel Plus Manager's Unit
al -
3, W.,vsing Development or Industrial N/A
4. Cher swimming pool, wood boardwalk, concrete or wood pool deck
B. 1. Lot size(s) 200' x 489'
2. Elevation of lor(%) above mean high water from 2.35' to 21' _
3. Soil type and texture sandy soil, fine texture
4. Type of building facilities or structures hotel with swimming pool
5. Sewage disposal and/or waste water treatment A. Existing I'lanneJ X y
Q. Describe septic tank with low-pressure pipe system
6. 'Land Classification( rile-one 6EVE.LOPED 1'1:ANSITION?L COWAUN17Y RURAL.
<CORNSERVAfION? Ol l ILR .(Sec CAhIA L.ocal L.,nd Use Ilan Synop:.is)
VI. Pertaining to fill and Water Qcaality y:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes NoX_
B. 1. Will any runoff or disch:uge enter adjacent waters as a result of project activity or planned use of the
area following.project completion? Yes No X
2. Type of discharge N/A
3. Location of discharge N/A --
V11. Present rate of shoreline erosion (if knovm): 31-4'
VIII. List permit numbers and issue dates of previous Department of Army Corps of E•ngincers or State permits for
work in protect area, if applicable: N/A
IX. Length of Berle required to complete project: 12 months
X. In addition to the completed application form, the following items must be provided:
A. Atta:it a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. Olt 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 pl:rs written
permission from the oNvner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8% X 11"'white paper (sec instruction booklet for
details). Note:: Original dr,i%vinbs 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 snail or by publication (G.S. 113-229 (d))Enter date served _ ( - -;?-'g ' Sri -
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.
see attached

XI. Certification requirement: I certify that to the best of my knowledge; the proposed activity complies
with the State of North Cuolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XI1. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefouc describe in the application and plat all anticipated devel-
opment activities, including Construction, c\cavation, filling, and. land clearing.
{ l
4A-L237
Applicant's Signature
r
p(r•t?' St t Rt;1'[.Rti[' SIDE I OR t1LA1t..lNG 1NSI I,.urrIONS
Rev- III/1k

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10 Glw•. r i Z;
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POP. 0.0
site location
wl rjungleland I
seahawk - ^ • ^ Poo - e dT isla d beacl
mots lodge' pier I racquet club
I site
1 . ? 1
atlantic ocean
no scale
1 r t V<
2a6 faw
4.1
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(4? IVd S wl
.uNYwJ ? as w'
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w.e la:a - t•a" t•a" i .?"owt a {'xo+
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1 f I
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1.1 NwN pao.. `VYV?J'V' ?f°-N porn
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pnu aoro-NYaa Ipa gy.aaca
M•9Na 0?9W 11. it• -
pa.w.•a - .
• N -" -wa is N • as roll aM NN•M.. we
. CCA I?.yNa 10?K.c1 •oa wppa w•. NNO rr oo.wwl
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-1
FLEMING HOTEL
PINE KNOLL SHORES, .N. C.
BARTHOLOMEW ASSOCIATES, INC.
It
_%
United States Soil
l Department of Con: ?
Agriculture Servi,
Doug Fleming
P.O. Box.1555
Atlantic Beach, N.C. 28512
USDA, SOIL CONSERVATION SERVICE
POST OFFICE BUILDING
Y1 rRONT STRECT
ij. ,FORT, NORTH CA.ROWNA 20.16
. May 21, 1986
Dear Mr. Fleming,
On May 19, we made two soil borings on your lot next to the
Sea Hawk Motel, Atlantic Beach. Hole # 1 was at the first sur-
veyor's stake inside the required setback line, 120 feet from. high
tide level.
Hole # 2 was about 25 feet back from the line of telephone
poles in front of the lot.
At both locations, the-soil texture was fine sand to a depth
of six feet. Permeability in this soil will exceed 20" per hour.
The seasonal high water table is at about 50" at Hole # 1 and 60"
at Hole # 2.
I hope this information will be helpful.
Sincerely,.
Gina Boccetti, D.C.,
Beaufort Field Office

r
i
The Soil Conservation Service
4D is an agency of the
Department of Agriculture
4

FLEMING HOTEL
PINE KNOLL SHORES, N. C.
BARTHOLOMEW ASSOCIATES, INC.
SITE IMPACT CALCULATIONS
.TOTAL IMPERVIOUS SURFACE IN CAMA:
BUILDING AREA 5,870 SF @ 100% = 5,870 SF
ROAD & PARKING AREA 20,660 SF @ 100% = 20,660 SF
WOOD DECK AREA 1,570 SF @ 0% = 0 SF
CONCRETE DECK AREA 780 SF @ 100% = 780 SF
POOL. WATER SURFACE AREA 900 SF 100% = 0 SF
TOTAL 27,310 SF
TOTAL SITE AREA:
2.242 ACRES x 43,560 = 97,662 SF
TOTAL IMPERVIOUS SURFACE AREA TO TOTAL AREA PERCENTAGE:
27,310 SF ; 97,662 SF = 27%
TOTAL SITE AREA LESS IMPERVIOUS SURFACES = 70,352 SF

i
i
i

FLEMING HOTEL
PINE KNOLL SHORES, N. C.
BARTHOLOMEW ASSOCIATES, INC.
STORM WATER RUNOFF CALCULATIONS
DESIGN: BASED ON 10 YEAR STORM OF 1 HOUR PERIOD I=2.5
10.5" IS MOST EVER RECORDED IN A 24 HOUR PERIOD.
CALCULATIONS: • Q=CIA (Q=CUBIC FEET PER SECOND)
C = COEFFICIENT OF RUNOFF
I = INTENSITY OF RAINFALL IN INCHES PER HOUR
A = DRAINAGE AREA IN ACRES
"C" FOR TABLE A BELOW
A. TOTAL SITE AREA LESS IMPERVIOUS SURFACES, C=0.07
B. TOTAL BUILDING SURFACE AREA C=1.00
C. TOTAL ROAD AND PARKING SURFACE AREA C=1.00
D. TOTAL CONCRETE APRON AROUND POOL AREA C=1.00
TABLE A
AREA (S.F.) AREA (ACRES) "C" "I" RUNOIF
A. 71,132 1.63 0.07 2.8 0.32
B. 5,870 0.135 1.00 2.8 0.38
C. 20,660 0.48 1.00 2.8 1.34
D. 780 0.018 1.00 2.8 0.05
TOTAL RUNOFF IN CUBIC FEET PER SECOND: 2.09
2.09 c.f.s. x 60 sec = 125.40 c.f./hr
125.40 x 7.48 (GALLONS PER CUBIC FEET) = 937.99 GALLONS/HR
937.99 GALLONS PER HR x 24 HOURS = 22,511.76 GALLONS
= 3,009.59 CUBIC FEET OF REQUIRED STORAGE
BUILDING ROOF DRAINAGE SYSTEM
6" SLOTTED DRAIN PIPE
Q=CIA (C. = 1.00; I = 7.5; A = .135)
Q=1.00 x 7.5 x .135 = 1.04
r
L=Q : .0046 x DIAMETER x -n
L=1.01 ; .0046 x .5 x 3.14
L=140 LINEAR FEET OF 6" DIA. SLOTTED PIPE
i

FLEMING HOTEL
PINE KNOLL SHORES, N. C.
BARTHOLOMEW ASSOCIATES, INC.
RETENTION POND CAPACITY CALCULATIONS
DESIGN
POND SIZED WITH ASSUMED WATER LEVEL OF 0.00' FEET AND OVERFLOW
BASED AT 12 FEET. (SEE ATTACHED SHEET SHOWING POND AND SECTION.)
CALCULATIONS
1. AREA OF POND AT 11.00 FEET = 1,026 SF
2. AREA OF POND AT 12.00 FEET = 1,764 SF
OVERFLOW CAPACITY BASED ON. AVERAGE OF BOTH. AREAS MULTIPLIED
BY DEPTH.
1,026 SF + 1,764 SF 1 2 = 1,395 SF x 3' = 4,185 CF
4,185 CF x 7.4805 (GALLONS PER CUBIC FEET) = 31,306 GALLONS.