19870194 Ver 1_COMPLETE FILE_19870501

FIELD INVESTIGATION' REPORT Long:
1. Appli?cantlt Name Atlantic Beach Assoc. D/B/A Holiday Inn
Locat on of project site Town of Pine Knoll Shores, ocean side
of Hw 58;, 2.8 miles west of Atlantic Beach traffic light
3. Inves_ig tion type: Dredge & Fill_
4. Invef tigatkive procedure:
(A) Dates,,."` of site visit 4/27/87
(B) Was applicant present yes.
CAMA x
5/4/87
yes
5. 'Processing procedure: Application received May 1, 1987
Office Morehead City
6. Site description: (A) Local Land Use Plan Pine Knoll Shores
Land classification from LUP dev/commercial
Development constraints identified in LUP none
(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 hotel/conf ctr.
(E) Type of waste water treatments Existing- x
Planned expansion of package plant north side Hwy 58
(F) Type of structures: Existing Holiday Inn
Planned motel expansion 96 rooms & conference ctr. 5 story.
(G) Estimated annual rate of erosion 2 Source min beach erosion.
factor
7.. Habitat description:
(A) Vegetated Wetlands
none
AREA
Dredged Filled _ Other
(B) Non-vegetated wetlands:
(C) Other:
170' ocean erodible AEC_
highground outside AEC
.5 ac
3 5 ac:
(D) Total area disturbed:
a prox. 4 acres
8. !Project summary the a licant proposes to.expand_th_e Holiday Inn
motel with a 5 story addition which will include 96 new rooms _
parking lot, swimming. pool and conference center. The waste water
treatment plant will also be expanded on the north side of Hwy 58
9. Narrative description
The existing Holiday Ihn Motel located in Pine Knoll Shores is a
familiar landmark on the Salter Path Road heading west on NC Hwy
58. The project site is located approximately 2.8 miles west of
the.Atlantic Beach stoplight on Bogue Banks in Carteret County.
The owners of the Holiday Inn are the Atlantic Beach Associates.
They have submitted a major LAMA application to completely expand
the existing facility on the west side of the existing building
next to the Atlantis Lodge. The applicants own approximately
10.6 acres-of which 4.9 acres are scheduled for development under
the current CAMA application.
This project, the site and the proposed development can be
divided into four distinct geographical areas. Three of these
areas are on the south side of Hwy 58 and one on the north side.
The first zone of importance is located along the ocean beach and
is known as the CAMA ocean erodible AEC. It extends 120'
landward from the first line of stable dune vegetation. Sheet 1
of the work plat drawing demonstrates the location of this CAMA
recession line. In addition, the position of this line on the
property can be easily relocated since the applicant has taken
specific measurements from the hard surface road right of way to
the recession line. Development within this area consists of the
following structures. Two 5' wide pedestrian boardwalks, each
approximately 140' long. The primary dunes will-remain intact
and undisturbed by construction of the walkways. on the east side
of the project site at the point of the 120' recession line, the
applicant proposes to construct a swimming pool with a concrete
apron measuring a maximum of 40' wide by 70' long. This area,
approximately 3000 sq. ft., is generally flat and within a
previously disturbed area from construction that took place on
the Holiday Inn back in 1972. The last item in this area will be
an elevated, glass-enclosed walkway that will connect pedestrian
traffic from the existing motel to the new building.
The next zone scheduled for construction is, still within the
ocean high hazard AEC and is determined as the next 50' wide area
between the 120' recession line and the 170' recession line.
This area contains approximately 24,000 sq. ft. and will be
occupied by a 5 story motel building and one story conference
center. The footprint of the proposed motel approximates 52'
wide by 308' long. As the work plats show, asphalt parking lots
will surround the building on the west and north sides. There
are at present 108 paved parking spaces for the existing facility
with 194 new parking spaces proposed.
.The largest zone scheduled for construction is not within a CAMA
AEC. This zone is located between the proposed motel and the
existing paved road, Hwy 58. This area measures approximately
480' long by approximately 2201wide. Although the majority of
this 2.4 acres will be taken up by asphalt parking, the project
design does preserve about 49,000 sq. ft. of open green space
that will have an absorptive, permeable value. In addition, the
project design will include an underground stormwater catchment
and collection system that will retain rainwater on the site.
The project plan submitted to this office also includes measures.
to control windblown sand and the containment of sedimentation
during the construction phase of the project.
The fourth and last zone to be developed within this project is
located on the north side of hwy 58 behind the Handyhouse. Oak
Leaf Drive.borders the disposal field on the west side. The
applicant proposes to upgrade.the existing septic tank system and
run a new 2" PVC pipe under the highway to an open field area. A
series of two new disposal fields will be installed to
accommodate the expanded motel.
10. Anticipated Impacts
Construction within the 120' ocean erodible area appears to be
permittabl.e without significant impact to the existing sand dunes
.or supportive vegetation. The two wooden pedestrian accessways
crossing the primary and frontal dune system will be accomplished
on vertical piling without alteration to these physical features
The proposed swimming pool has been situated as close to the
actual 120.' recession line as possible. The same can be saidfor
that portion of the glass-enclosed elevated walkway connecting
the two buildings. Little to no impact is anticipated.
In area two of the project, construction-standards pursuant to
the North Carolina building code are critical to the stability
and quality of the 5 story building and conference center. The
proposed motel is consistent with local zoning enforced by the
Town of Pine Knoll Shores. It has been noted that the project
site is zoned commercial and among other items that will be
dictated will be the number of parking spaces. Construction
scheduled in area 8 and 4 as previously outlined in this report
will take place with the coordinated efforts of the state and
local review agencies. The stormwater management and retention
plan that has been submitted with the project proposal should
work well to prevent off-site impacts of any large volumes of
water.
CAMA Review
The proposed Holiday Inn expansion program appears to be
consistent with the goals-and.objectives of the Pine Knoll Shores
Land Use Plan where-the highground property has been classified
as developed and the ocean erodible AEC as conservation. No
development constraints have been identified through the review
of that document.
1
APPLICATION
FOR
PERMIT TO LXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
t apartment of Adrninlstr,tiun State of North Carolina Department of the Army
t 4r,-121 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)
i'I?asr tit t rir print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
,%pplicant Information
\ Name
'i address
Atlantic Beach Associates d/b/a Holiday Inn
P. 0. Box 280
Last
First
Middle
Street, P. O. Box or Route
Atlantic Beach, North Carolina 28512 919/726-2544
City or Town State Zip Code Phone
II. Location of Proposed Project:
A. County Carteret
13. 1. City, town, community or landmark Pine Knoll Shores (N. C. 58)
2. Is proposed work within city limits? Yes X No
Atlantic Ocean
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Description of Project
New work
2
i
f
i Holiday Inn Expansion
A. .
ng project
1. Maintenance o
ex
st
B. Purpose of excavation or fill
l N/A l
th width
n
h
1 depth
e
g
. Access c
anne
N/A l
th width
B
i
2 depth
eng
oat bas
.
n
width
N/A
th
len
Fill
3 depth
.
g
.
area
--_
4. Other length width depth
C. 1. Bulkhead length N/A Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project) t tj y
100 2
e of material
T
1
C
bi
d Sand LJ L
.
yp
.
u
c yar
s ww--p
-
1. I- ill material to be placed below MHW (see also VI. A) • -a--"' --- _- --
1: Cubic yards 2. Type of material
1%'. Land Type, Disposal Area, and Construction Equipment:
A. Dues the area to be excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location On same site
2. Do you claim title to disposal area? Yes
D f ill material source if fill is to be trucked in On site (100 cy)
L Fi- Hill excavated material be entrapped and erosion controlled? Siltation fences
t ' ul cyuiprnent to be used Motor grader
t; `,\tiill marshland be crossed in transporting equipment to project site? If yes, explain N/A

V. Intended Use of Project Area (Describe)
A. 1. Private
2. Commercial 96-room expansion -
3. Housing Development or Industrial
4. Other
B. 1. Lot size(s) 4.96 acres total
2. Elevation of lot(s) above mean high water 10-20 feet
3. Soil type and texture Sand, sand-clay-
4. Type of building facilities or structures 96 rooms - 5-story structure
S. Sewage disposal and/or waste water treatment A. Existing Planned _ Low pressure pipe
B. Describe Approval through N. C. Department of Human Resources
6. Land Classification (circle one) EVELOPED 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 6f project activity or planned use of the
area following project completion? Yes_ No X
2. Type of discharge Rain water
3. Location of discharge On-site lagoon
VI I. Present rate of shoreline erosion (if known): Unknown
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 complete project: 1 Year
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8% X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served February 18, 1987
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Atlantis Lodge- A.C. HaL1 Atlantic Beach, NC 23512
Seahawk Motel Harry Bateman 200 13ray St Wilson,NC 27893
_Holiday Inn-Atlantic Beach, NC 28512
X1. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
X11. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing. .
3/31 /87
Ay plicaks Signature
Millard Williams-General
Manager
c:ar -82
SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
JAMES G. MARTIN
GOVERNOR
JAMES E. HARRINGTON
SECRETARY
County
a•w SIAlF?4
6
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Greenville, North Carolina 27835-1587
. April 23, 1987
• Carteret (16-87-05
SUBJECT: Encroachment Contract - Holiday Inn
Millard Williams, General Manager
Holiday Inn
Atlantic Beach, North Carolina
DIVISION OF HIGHWAYS
GEORGE E. WELLS, P.E.
STATE HIGHWAY ADMINISTRATOR
Attached hereto, for your files, is a copy of the Right of. Way
Encroachment Contract which has been properly executed.. This
Contract covers the following:
Installation of 10" steel casing (dry bore) to accomodate 4"
Force Main or utilize existing 10" casing on NC 58 located at
Pine Knolls Town limit.
APPROVED SUBJECT TO:
1. If existing casing not utilized a $500.00 performance bond be
submitted to District Office before installing new casing.
2. New casting will extend from ditch to ditch to protect maintenance
activities (cleanout).
3. All disturbed areas to be dressed, seeded and a satisfactory vegetative
cover established.
Shirley, J.; E.
WG'
DIVISION ENGINEER
GRSjr:LLJ:jcb
Atta.
cc: Manager of Right of Way (original of contract)
District Engineer (copy of contract) ???- U 157
?La ..Ls L i LTL7?
____------
An Equal Opportunity/ Affirmative Action Employer
G, Frames and covers shall conform to ASTM, "Gray Iron Casting", and shall
h,,. 'F_ a minimum clear opening of 22 inches pandd the combined weight l be
- The cover shal
he cover and frame shall be not less than 300
the,
approvedWatertight covers shall be
"Sanitary Sewers" sMHshow on RCRn2001Whorplans.
R-1915, Dewey Brothers
ti. Manhole steps shall be installed in all manholes more than 4 feet deep..
St•?ns shall be 16"O.D. and shall be Dewey Brothers MI-ST-18 for 1ricinch holes,
,'Fi-ST-13 "modified" for block manholes, polypropylene
Grade 60 reinforcing rod for precast manholes, or an approved equal.
2K.3 CLEANOUTS for house service laterals or piprlddessshall be petvsdedi here
grade
and as sno?wn on the drawings.. The -extension to
:,hove finished grade or where located andsplug
inches below grade in casting
for all cleanouts. Compaction--arr-o eanouts shall be to 95 percent density.
2K.9 BORING AND JACKING: At various locations where indicated or directed, the
a of
Contractor sha bore or jack encasement pipe under r p avedndeo adds i n lieu
to mains u railroads nd
cutting pavement. This generally will also apply
through installe in
eadshall
State highway roads. Mains ther main indicated
ng. stJackingland
bored under the paving with
casings will be paid for at the price beyond bide for the siz
of the pavengnd Casgng
installed and shall extend each
thicknesses shall be as follows:
Casing Size (Nominal) Wall Thickness (Inches)
.188
Under 14" .250
.250
14" - 24" .312
30' .375
36"
2K.10 ADAPTERS: The Contractor will arrange with his pipe suppliers to provide
proper `adapter units to connect different pipe materials. No separate payment
will be made for adapters.
2K.11 PAVEMENT AND PROPERTY REPAIR AND REPLACEMENT: The Contractor shall
restore al pavement, sidewalks, curbing and gutters, shrubbery, storm drains,
fences, poles, sod or other property and surfaces removed or disturbed as a part
of the work to a condition equal to that before the work began. No permanent
the
pavement shall be restored unless and until in the opinion hefpathe vemEnginePer, t thhe
condition of the backfill is such,as to properly support
repair for state highway pavements shall conform to the N. C. Department of
Transportation requirements. Payment for pavement repair and concrete will be
made as stated under the paragraph for measurement and payment.
2-K,12 DITCH CONCRETE: The Contractor shall prepare the area around or under
pipeline to be encased with concrete including side forms. Concrete shall be
2,500 psi and-shall be placed and vibrated as provided in the section on
concrete. Surface shall be screeded only.
_ a•F!-i 2K_r
------------------------
4
i
Fyy
S
5
E
STATE OF NORTH CAROLINA ,.
"I"OUTL N. C. 58 PROJECT' Force Main Crossing COUNTY OF; C:M1'ML'_V
' DU ATIJtlE!.IT, 9F,,TRANSPORTAT10N.. RIGHT OFD"WAY ENCROACHMENT AGREEMENT .
l .. -AND- PRIMARY, AND. SECONDARY HIGHWAYS
IULYDAY INN . !,
Atlantic Beach, North' Carolina
'I
THIS AGREEMENT,-made and entered into this the r day of J 19
by and between the Department of Transportation, party of the first part; and Millard
hT amms, Q eral Manager, Holiday Inn, Atlantic Beach, N. C. party of the second part,:,
W I T N E S S E T.H:
THAT WHEREAS, the party of the second part desires to encroach on the right of way _
of the public road.designated as Route N. C. 58 , located at Pine Knolls tcwn
limit .
with the construction and/or erection o 10-inch casing, bored and -jacked in place
for a saniLcaa seer force main or place force main in existin 1011 casin
%:j7, WHEREAS,-it--is to the material advantage of the party of the second part to effect
this encroachment, and the party of the.first part in the exercise of authority conferred
upon it by statute, is willing to permit the encroachment within the limits of the right
of way as indicated,-,subject to the.conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the
party of , he second part,.,the i`ight and privilege to make this encroachment as shown on
attached,,(,1-pn sheet°?(s)-,(*specif)catiens and special provisions which are made a part
hereof upon the following conditions, to wit:
That the. installation, operation, and maintenance of the above described facility will be accomplished in ac
cordance with the party of the first part'o latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY
I OF-r?AY and such revisions and amendments there o as may e n e ec e e cfa e o this agreemen n-
ozma on ae io these policies and procedures may be obtained from the Division Engineer or State Utility Agent of
the party of the first part.
-' That'the said party of the second part binds and obldgates himself to install and maintain the encroaching
facility in such safe and proper condition that it will not interfere with or endanger travel upon said highway, nvr
obstruct nor interfere with the proper maintenance thereof, to reimburse the party of the first part for the cost
-incurred for any repairs or maintenance to its roa(faays and structures necessary due to the installation and ex
istence of the facilities of the party of the second part, and if at any time the party of the first part shall
require the removal of or changes in the location of the said facilities, that the said party of the second part
binds himself, his successors and assigns, to Flo remove or alter the said facilities, in order to conform
_ to the said requirement, without any cost to ttlo party of the first part.
That the party of the secomi part agrees to provide during construction and any subsequent vulintonanre proper
signet signs! lights, flagmen and other warning devices for the protection of traffic in conformance with the latest
?- '- •rllt... T..ff.to t-nfznl_Doricea IAr_;itz.4kto-llnd 1(14hways and Amendments or Supplements thereto. Infor-
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!o? NAQ?ES ? - L?
M,?J. r.1 ? w!
T4 'ON
-PIPES •v _i.3 Pb2TLA*1D lr?"_5'fEE? C1?5??SG;? 6aQED
?EM?nI'?--(?•.ei4TrLfcNOS _.. r?.ID/o?i..]ACaCEfl_+u?
CASING DETAIL
NO SCALE
pipe 4
j _;.IMtI N____o-..1.88 ?--`YAL.LS?! tCKh1E33 _
-- 1 _ .
1
' f x F?6,? j
-3 L
lrl.c,_ 58 __- : - - S,nLTE.>2 P4't?-l 2t? , _ ? ?.??:??.?
I _?lE.J-io,. case
DETAIL
BORING jACKING I CASING FOR FORCE AI
SCALE I 30'
HOLIDAY INN CONVENTION CENT'Ef
ATLANTIC BEACH , N.C.
uc??ov vnni ncel=hl Si AC'Cn!`IAT'
G. Frames and covers'shall conform to ASTM, "Gray Iron Casting", and shall
have a minimum clear opening of 22 inches diameter and the combined weight of
the cover and frame shall be not less than 300 pounds.' The cover shall be
marked "Sanitary Sewers" or as shown on the plans. Watertight covers shall be
NEENAH R-1915, Dewey Brothers MHRCR-2001W or approved equal.
H.' Manhole steps shall'be installed in all manholes more than 4 feet deep.,
`Steps shall be 16" 0-.D. and shall be Dewey Brothers MI-ST-18 for brick manholes,
MH-ST-18 "modified" for block manholes, polypropylene. coated 1/2-inch steel
Grade 60 reinforcing rod for precast manholes,,or an approved equal..
2K.8 CLEANOUTS for house service laterals or pipelines shall be provided where
and as shown `on *the drawings. The extension to grade sha-11 be set six inches
above finished grade or where located in pavement or driveway shall be set 6
inches below grade in casting as shown on the drawings. Provide cap and plug
for all cleanouts. Compaction--ar-ound Gleanouts shall be- to 95 percent density.
2K.9 BORING AND JACKING: At various locations where indicated or directed, the
Contractor shall ore or jack encasement pipe under paved roads in lieu of
cutting pavement. This generally will also apply to mains under railroads and
State highway roads. Mains where Indicated shall be installed in steel casings
bored under the paving with the main thread through the casing. Jacking and
casings will be paid for at the price per foot bid for the size and length
installed and shall extend 6 feet beyond each side of the paving. Casing
thicknesses shall be as follows:
Casing Size (Nominal)
Wall Thickness (Inches)
Under 14"
14" - 24"
30"
3611
.188
.250
.312
.375
2K.10 ADAPTERS: The Contractor will arrange with his pipe suppliers to provide
proper adapter apter units to connect different pipe materials. No.separate payment
will be made for adapters.
2K.11 PAVEMENT AND PROPERTY REPAIR AND REPLACEMENT: The Contractor shall
restore-a pavement, sidewalks, curbing and gutters, shrubbery, storm drains,
fences, poles, sod or other property and surfaces removed or disturbed as a part
of the work to a condition equal. to that before the work began. No permanent
pavement shall be restored unless and until in the opinion of. the Engineer, - the
condition of the backfill is such..as to properly support the pavement. Pavement
repair for state highway pavements shall conform to the N. C. Department of
Transportation requirements. Payment for pavement repair and concrete. wi 11 be
made as stated under the paragraph for measurement and payment.
2K.12 DITCH CONCRETE: The Contractor shall prepare the area around or under
pipeline o e encased with concrete including side forms.. Concrete shall be
2.,500 psi and shall be placed and vibrated as provided in the section on
concrete. Surface shall be screeded only. P. . FQR_ n
2K-
1 .- -. s
DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
June 29, 1987
M E M O R A N D U M
TO: John Parker
FROM: W/111 Mills &fD
SUBJECT: Application for CAMA Permit
Atlantic Beach Associates/Holiday Inn
Carteret County
The Subject application has been reviewed for water
quality impacts and the following comments are offered:
1. The proposed project does not require a 401 Water
Quality Certification.
2. In order to protect water quality in Bogue Sound, no
runoff should be allowed to enter DOT's roadside ditch
system in response to a storm event of less than a 2
year intensity. (The revised stormwater plan of
6/19/87 should meet this requirement.)
BM/dkb
cc: Preston Howard

N
MEMORANDUM
DATE:
TO:
FROM:
THROUGH:
DIVISION OF ENVIRONMENTAL MANAGEMENT
June 22, 1987
Bill Mills
Operations Branch
David H. Cotton J
Wilmington Regional Office
A. Preston Howard, Jr. po
Wilmington Regional Offic
R
.111A, - 0
N l - 1,y8?
OP4? ?oN Iry SEAT
S gRANc , /v
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Atlantic Beach Associates/Holiday Inn
Carteret County
The applicant is proposing to expand the Holiday Inn Motel with a
5 story addition, a conference center, swimming pool and parking
area. The wastewater is being handled by DHR in Raleigh. The
project has been reviewed to determine impacts to water quality.
The following comments are offered:
1. A 401 Certification is not required.
2. That to protect the water quality in Bogue Sound, no runoff
enter DOT's roadside ditch system in response to a storm
event of less than a 2-year intensity. Note: The revised
stormwater control plan sealed and dated 6/19/87 should meet
this requirement.
This office has no objections to the project provided the revised
stormwater control plan is followed.
DHC:kc
cc: DCM - Jim Mercer
CF, WiRO
x FIELD INVESTIGATION REPORT Long:
1. Applicant's Name Atlantic Beach Assoc. D/B/A Holiday inn
2. Location of project site Town of Pine Knoll.Shores, ocean side
of Hwy 58, 2.8 miles west of Atlantic Beach traffic light
3. Investigation type: Dredge & Fill CAMA x
4. Investigative procedure:
(A) Dates of site visit 4/27/87 5/4/87
(B) Was applicant present yes yes
5. Processing procedure: Application received May 1, 1987
Office Morehead City
6. Site description: (A) Local Land Use Plan Pine Knoll Shores
Land classification from LUP dev/commercial
Development constraints identified in LUP none
(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 hotel/conf ctr.
(E) Type of waste water treatment: Existing x
Planned expansion of package plant north side Hwy 58
(F) Type of structures: Existing Holiday Inn
Planned motel expansion 96 rooms & conference ctr. 5 story
(G) Estimated annual rate of erosion 2 Source min beach erosion
factor
7. Habitat description:
AREA
(A) Vegetated Wetlands Dredged Filled Other
none
(B) Non-vegetated wetlands:
(C) Other:
170' ocean erodible AEC
highground outside AEC
(D) Total area disturbed:
Ci n -
.5. D ac,
approx. 4 acres
8. Project summary the applicant proposes to expand the Holiday Inn
motel with a 5 story addition which will include 96 new rooms,
parking lot, swimming pool and conference center. The waste water
treatment plant will also be expanded on the north side of Hwy 58
a
9. Narrative description
The existing Holiday Inn Motel located in Pine Knoll Shores is a
familiar landmark on the Salter Path Road heading west on NC Hwy
58. The project site is located approximately 2.8 miles west of
the Atlantic Beach stoplight on Bogue Banks in Carteret County.
The owners of the Holiday Inn are the Atlantic Beach Associates.
They have submitted a major CAMA application to completely expand
the.existing facility on the west side of the existing building
next to the Atlantis Lodge. The applicants own approximately
10.6 acres of which 4.9 acres are scheduled for development under
the current CAMA application.
This project, the site and the proposed development can be
divided into four distinct geographical areas. Three of these
areas are on the south side of Hwy 58 and one on the north side.
The first zone of importance is located along the ocean beach and
is known as the CAMA ocean erodible AEC. It extends 120'
landward from the first line of stable dune vegetation. Sheet 1
of the work plat drawing demonstrates the location of this CAMA
recession line. In addition, the position of this line on the
property can be easily relocated since the applicant has taken
specific measurements from the hard surface road right of way to
the recession line. Development within this area consists of the
following structures. Two 5' wide pedestrian boardwalks, each
approximately 140' long. The primary dunes will'remain intact
and undisturbed by construction of the walkways. On the east side
of the project site at the point of the 1201. recession line, the
applicant proposes to construct a swimming pool with a concrete
apron measuring a maximum of 40' wide by 70' long. This area,
approximately 3000 sq. ft., is generally flat and within a
previously disturbed area from construction that took place on
the Holiday Inn back in 1972. The last item in this area will be
an elevated, glass-enclosed walkway that will connect pedestrian
traffic from the existing motel to the new building.
The next zone scheduled for construction is still within the
ocean high hazard AEC and is determined as the next 50' wide area
between the 120' recession line and the 170' recession line.
This area contains approximately 24,000 sq. ft. and will be
occupied by a 5 story motel building and one story conference
center. The footprint of the proposed motel approximates 52'
wide by 308' long. As the work plats show, asphalt parking lots
will surround the building on the west and north sides. There
are at present 108 paved parking spaces for the existing facility
with 194 new parking spaces proposed.
The largest zone scheduled for construction is not within a CAMA
AEC. This zone is located between the proposed motel and the
existing paved road, Hwy 58. This area measures approximately
480' long by approximately 2201wide. Although the majority of
this 2.4 acres will be taken up by asphalt parking, the project
design does preserve about 49,000 sq. ft. of open green space
that will have an absorptive, permeable value. In addition, the
project design will include an underground stormwater catchment
and collection system that will retain rainwater on the site.
The project plan submitted to this office also includes measures
to control windblown sand and the containment of sedimentation
during the construction phase of the project.
The fourth and last zone to be developed within this project is
located on the north side of hwy 58 behind the Handyhouse. Oak
Leaf Drive borders the disposal field on the west side. The
applicant proposes to upgrade the existing septic tank system and
run a new 2" PVC pipe under the highway to an open field area. A
series of two new disposal fields will be installed to
accommodate the expanded motel.
10. Anticipated Impacts
Construction within the 120' ocean erodible area appears to be
permittable without significant impact to the existing sand dunes
or supportive vegetation. The two wooden pedestrian accessways
crossing the primary and frontal dune system will be accomplished
on vertical piling without alteration to these physical features.
The proposed swimming pool has been situated as close to the
actual 120' recession line as possible. The same can be said for
that portion of the glass-enclosed elevated walkway connecting
the two buildings. Little to no impact is anticipated.
In area two of the project, construction standards pursuant to
the North Carolina building code are critical to the stability
and quality of the 5 story building and conference center. The
proposed motel is consistent with local zoning enforced by the
Town of Pine Knoll Shores. It has been noted that the project
site is zoned commercial and among other items that will be
dictated will be the number of parking spaces. Construction
scheduled in area 3 and 4 as previously outlined in this report
will take place with the coordinated efforts of the state and
local review agencies. The stormwater management and retention
plan that has been submitted with the project proposal should
work well to prevent off-site impacts of any large volumes of
water.
CAMA Review
The proposed Holiday Inn expansion program appears to be
consistent with the goals-and objectives of the Pine Knoll Shores
Land Use Plan where the highground property has been classified
as developed and the ocean erodible AEC as conservation. No
development constraints have been identified through the review
of that document.
ate, 1 I?G g?1
v ,
• 4 APPLICAT ION
FOR
PERM11 10 LXC:AVATE AND/OR FILL WATER QUALITY CERTIFICATION
I:ASf-MUNT IN (. ANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
•r?rtwnl of Adr•4iniuritwn State of North Carolina Department of the Army
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)
1•;,„, 1•,114. Or IIf if It and fill in all blanks. If information is riot applicable, so indicate by placing N/A in blank.
r s,,trh4 ant Information
Atlantic Beach Associates d/b/a Holiday Inn
Name
P. 0. BQx 280 Last First Middle
li. Address
Street, P. O. Box or Route
Atlantic Beach, North Carolina 28512 919/726-2544
City or Town State Zip Code Phone
it. Location of Proposed Project:
A. County Carteret
l3. I. City, town, community or landmark Pine Knoll Shores (N. C. 58)
2. Is proposed work within city limits? Yes X No
C Creel:, river, sound or bay upon which project is located or nearest named body of water to project Atlantic Ocean
lit. Description of Project
A. 1. Maintenance of existing project 2- New work Holiday Inn Expansion
B Purpose of excavation or fill
1. Access channel N/A length width depth
2. liu,(t basin N/A length width depth
i. I ill area N/A length width depth
4. Other length width depth - -t ?_
C. 1. Bulkhead length N/A Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material) i
D. Excavated material (total for project) t t+ .
100

1. Cubic yards 2. Type of material Sand
-
?Tt ?'1 .I??Zc= L
E.. f ill material to be placer] below MHW (see also VI. A) -- --------------`-----
I, Cubic yards 2. Type of material

l? L.rrtd 1 ype, Disposal Area, and Construction Equipment:
A D44es (tie area to be excavated include any marshland, swamps or other wetland? Yes No X
ti Does the disposal area include any marshland, swamps or other wetland? Yes No X
Disposal Area
1. Location On same site
2. Do you clairn title to disposal area? Yes
D I tll Material source if fill is to be trucked in _ On site (1.00 cy)
i l i 4k ti ill excavaled material be entrapped and erosion controlled? Sil t a
t+ I r4luipmcnl to be used 1`1otor > rnder
< ??4I1 ni,rrshland be crossed in transporting equipment to project site? If yes, explain N/A
1! .tntended, Use of Project Arca (Describe)
A. 1. Private
2. Commercial 96-room expansion
3. Housing Development or Industrial
4. Other
B. 1. Lot size(s) 4.96 acres total
2. Elevation of lot(s) above mean high water 10-20 feet
3. Soil type and texture Sand, sand-clay •
4. Type of building facilities or structures 96 rooms - 5-story structure
S. Sewage disposal and/or waste water treatment A. Existing Planned __ Low pressure pipe
B. Describe Approval through N. C.-Department of Human Resources
6. Land Classification (circle one) EVELOPED 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 6f project activity or planned use of the
area following project completion? Yes-No X
2. Type of discharge Rain water
3. Location of discharge On-site. lagoon
VII. Present rate of shoreline erosion (if known): Unknown
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: N/A
IX. Length of time required to complete project: 1 Year.
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8%s 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 February 18, 1987
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Atlantis Lod, A.C. Qa I 1 Atlantic Bea;-2i, NC 28512
Seahawk Motel- Harry Bateman 200 Sray St wilson,NC 27893
Holiday Inn-Atlantic Beach, NC 23512
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
X11. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all a ticipated devel-
ot)ment activities, including construction, excavation, filling, and lard clearing.
";1 3/31 /87
ARpliea'ot's Signature
Millard Williams-General Manager
s? H2
?'' I" 's SEE REVERSE SIDE FOR MAILING INSTRUCTIONS

STATE OF NORTH CAROLINA
DEPARTMENT. OF TRANSPORTATION
Greenville, North Carolina 27835-1587
JAMES G. MARTIN
GOVERNOR
JAMES E. HARRINGTON
SECRETARY
County
April 23, 1987
Carteret (16-87-05)
SUBJECT: Encroachment Contract - Holiday Inn
Millard Williams, General Manager
Holiday Inn
Atlantic Beach, North Carolina
DIVISION OF HIGHWAYS
GEORGE E. WELLS, P.E.
STATE HIGHWAY ADMINISTRATOR
Attached hereto, for your files, is a copy of the Right of. Way
Encroachment Contract which has been properly executed. This
Contract covers the following:
Installation of 10" steel casing (dry bore) to accomodate 4"
Force Main or utilize existing 10" casing on NC 58 located at
Pine Knolls Town limit.
APPROVED SUBJECT TO:
1. If existing casing not utilized a $500.00 performance bond be
submitted to District Office before installing new casing.
2. New casting will extend from ditch to ditch to protect maintenance
activities (cleanout).
3. All disturbed areas to be dressed, seeded and a satisfactory vegetative
cover established.
G. A hirley, Jf?. ; 'P .E.
DIVISION ENGINEER
GRSjr:LLJ:jcb
Atta.
F TO-F-HIR-fl
cc: Manager of Right of Way (original of contract)
District Engineer (copy of contract) b.jr?1 '? •? 8 7
U La
--------------------
a
G. Frames and covers shall conform to ASTM, "Gray Iron Casting", and shall
a minimum clear opening of 22 inches diameter and the combined weight of
the cover and frame shall be not less than 300 pounds. The cover shall be
"Sanitary Sewers" or as shown on the plans. Watertight covers shall be
R-1915, Dewey Brothers MHRCR-2001W or approved equal.
H. Manhole steps shall be installed in all manholes more than 4 feet deep..
`t ps shall be 16"'O.D. and shall be Dewey Brothers MI-ST-18 for brick manholes,
'-;i-ST-18 "modified" for block manholes,. polypropylene coated 1/2-inch steel
;jade 60 reinforcing rod for precast manholes, or an approved equal.
2K.8 CLEANOUTS for house service laterals or pipelines shall be provided where
and as snow ,vn on the drawings. The extension to grade shall-be set six inches
::))vs' finished grade or where located in pavement or driveway shall be set 6
inches below grade in casting as shown on the drawings. Provide cap and plug
for all cleanouts. Compactio-n--ar-ow4-c-?eanouts shall be to 95 percent density.
2K.9 BORING AND JACKING: At various locations where indicated or directed, the
Contractor sha bore or jack encasement pipe under paved roads in lieu of
cutting pavement. This generally will also apply to mains under railroads and
State highway roads. Mains where indicated shall be installed in steel casings
bored under the paving with the main thread through. the casing. Jacking and
casings will be paid for at the price per foot bi-d for the size and length
installed and shall extend 6 feet beyond each side of the paving. Casing
thicknesses shall be as follows:
Casing Size (Nominal)
Under 14"
14" - 24"
30"
36"
Wall Thickness (Inches)
.188
.250
.312
.375
2K.10 ADAPTERS: The Contractor will arrange with his pipe suppliers to provide
proper adapter units to connect different pipe materials. No separate payment
will be made for adapters.
2K.11 PAVEMENT AND PROPERTY REPAIR AND REPLACEMENT: The Contractor shall
restore al pavement, sidewalks, curbing and gutters, shrubbery, storm drains,
fences, poles, sod or other property and surfaces removed or disturbed as a part
of the work to a condition equal to that before the work began. No permanent
pavement shall be restored unless and until in the opinion of the Engineer, the
condition of the backfill is such.as to properly support the pavement. Pavement
repair for state highway pavements shall conform to the N. C. Department of
Transportation requirements. Payment for pavement repair and concrete will be
made as stated under the paragraph for measurement and payment.
2,x-12 DITCH CONCRETE: The Contractor shall prepare the area around or under
pipeline to e encased with concrete including side forms. Concrete shall be
?_,500 psi and shall be placed and vibrated as provided in the section on
concrete. Surface shall be screeded only. -'
' 2 K'. ?, i
-----------------------
' STATE OF NORTH CAROLINA
f?CJYE N. C. 58 PROJECT i'orce Vlain Crossing COUNTY OF
DUA T,' E',T, OF TRiVISPORTATION RIGHT OF" WAY ENCROACHMENT AGREEMENT
-AND- PRIMARY AND..SECONDARY-HIGHWAYS
HOLYUAY INN
Atlantic Beach, North' Carolina
THIS AGREEMENT, made and entered into this the day of , 19 ,
by and between the Department of Transportation, party of the first part; and Millard
Williams, General Manager, Holiday Ing,, Atlantic Beach, N. C. party of the second part,
W I T N E S S E T H:
THAT WHEREAS, the party of the second part desires to encroach on the right of way _
of the public road designated as Route N. C. 58 located at- Pine Knolls tcm,
limit
with the construction and/or erection o _10-inch casing, bored and jacked in place
for a sanitary sewer force rllain- or place force main in existing 10" casing
..i WHEREAS, it..is to the material advantage of the party of the second part to effect
this encroachment, and the party of the first part in the exercise of authority conferred
upon It by statute, is willing to permit the encroachment within the limits of the right
of'way as Indicated,,subject to the.conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the
party of the second part, the right and privilege to make this encroachment as shown on
"attached,,f`.an sheet'fs),rspeclfications and special provisions which are made a part
hereof upon the, following conditions, to wit:
That the installation, operation, and maintenar.ce of the above described facility will be accomplished in ac-
cordanca with the party of the first part's latest POLICIES AND PROC,•EDURE.S FOR ACCO)01()DATING UTILITIES ON 11IGHWAY
RIGHTS-OF-MAY and such revisions and amendmente thereto as may be in effect a the date o this agreement. n-
Torglt TI n es ?o these policies and procedures may be obtained from the Division Engineer or State Utility Agent of
the party of the firet part.
That'the said party of the second part binds and obligates himself to install and maintain the encroaching
facility in such safe and proper condition that it will not interfere with or endanger travel upon said highway, not
obstruct nor interfere with the proper maintenanc4t thereof, to reimburse the party of the first pert for the cost
incurred for any repairs or malnte»ot,ce to its soadaays and structures necessary due to the installation and ex-
istence of the facilities of the party of the second pert, and if at any time the party of the first part shall
require the removal of or changes in the location of the raid facilities, that the said party of the second part
binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform
to the said requircaont, without any cost to the party of the first part.
That the party of the eecond part agrees to provide during construction And any subsequent mnintonenre proper
Signs signal lights, flagmen and other weIrning davices for thn protection of traffic in conform-ince with the latest
? -- -S - ?.j T../fin G„trnL Devicen _it,r_:itzette_gnd llfghwa a end /wendments or Supplements thereto. lnfor-
__`?
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PIPES :v -J.3_Po2TLA?4o
in ,Tc 174 "M. ? ? i
I
lfl `fEBL c-A-5% i 6o2ED
i Acploa jAc-4ea l"vee
CASING DETAIL
r
r tlJ NO SCALE
O _ -- - ?-_ -? _ --- - -- a --
_i
1• { i N_?o...f 88 "ova L, L, -Tt_-! IcK W f-
1
1

E?(tST__lo"CAS??
? ?r.1e../-to"cas?•JG
E../ FM
PETAIL r,
BORING 81 JACKING ICS" CASING
FOR FORCE MAIN
- - ------------_-
SCALE I"=30'
HOLIDAY INN CONVENTION CENTEF
ATLANTIC BEACH , N.C.
w
t
G. Frames and covers shall.conform to ASTM, "Gray Iron Casting", and shall
have a minimum clear opening of 22 inches diameter and the combined weight of
the cover and frame shall be not less than 300 pounds.' The cover shall be
marked "Sanitary Sewers" or as shown on the plans. Watertight covers shall be
NEENAH R-1915, Dewey Brothers MHRCR-2001W or approved equal.
H.' Manhole steps shall be installed in all manholes more than 4 feet deep..
Steps shall be 16" O-.D, and shall be Dewey Brothers MI-ST-18 for brick manholes,
MH-ST-18 "modified" for block manholes, polypropylene coated 1/2-inch steel
Grade 60 reinforcing rod for precast manholes, or an approved equal..
2K.8 CLEANOUTS for house service laterals or pipelines shall be provided where
and as sFown on the drawings. The extension to grade shall be set six inches
above finished grade or where located in pavement or driveway shall be set 6
inches below grade in casting as shown on the drawings. Provide cap and plug
for all cleanouts. Compaction--r-o eanouts shall be to 95 percent density.
2K,9 BORING AND JACKING: At various locations where indicated or directed, the
Contractor s a ore or jack encasement pipe under paved roads in lieu of
cutting pavement. This generally will also apply to mains under railroads and
State highway roads. Mains where indicated shall be installed in steel casings
bored under the paving with the main thread through the casing. Jacking and
casings will be paid for at the price per foot bid for the size and length
installed and shall extend 6 feet beyond each side of the paving. Casing
thicknesses shall be as follows: • -
Casing Size (Nominal) Wall Thickness (Inches)
Under 14" 188
14" - 24"
.250
30" .312
36" .375
2K.10 ADAPTERS: The Contractor will arrange with his pipe suppliers to provide
proper allp ter units to connect different pipe materials. No .separate payment
wil•1 be made for adapters.
2K.11 PAVEMENT AND PROPERTY REPAIR AND REPLACEMENT: The Contractor shall
restore a pavement, sidewalks, curbing and gutters, shrubbery, storm drains,
fences, poles, sod or other property and surfaces removed or disturbed as a part
of the work to a condition equal to that before the work began. No permanent
pavement shall be restored unless and until in the opinion of the Engineer, the
condition of the backfill is such.as to properly support the pavement. Pavement
repair for state highway pavements shall conform to the N. C. Department of
Transportation requirements. Payment for pavement repair and concrete.will be
made as stated under the paragraph for measurement and payment.
2K:12 DITCH CONCRETE: The Contractor shall prepare the area around or under
pipeline -To be encased with concrete including side forms. Concrete shall be
2,500 psi and shall be placed and vibrated as provided in the section on
concrete. Surface shall be screeded only. ?(TF)F-
STATE OF NORTH CAROLINA
AQUTC Ii. C. 53 PROJECT Force 1`1_iiii Crossing COUNTY OF C1UZ1'EPL,r ,
OF TRA"ISfOR7A710N . RIGHT OF WAY ENCROACHMENT AGREEMENT
i -AND- PRIMARY,AND'SECONDARY-HIGHWAYS
HuLTDAY INN `f
Atlantic Beach, North' Carolina
THIS AGREEMENTS' made and entered into this the day of 19
by and between the Department of Transportation, party of the first part; and Millard
'dilliams,_GMeral Manager, Holiday Inn, Atlantic Beach, N C. party of the second part,:,
W I T N E S S E T H:
..THAT WHEREAS, the party of the second part desires to encroach on the right of way
of the public road designated as Route N. C. 58 located at- Pine Knolls town
limit
with the construction and/or erection o 10-inch casing, bored and -jacked in place
for a sanitary seFier force main or place force main in existing 1011 casing
..,:WHEREAS,' it..is to the material advantage of the party of the second part to effect
this encroachment, and the party of the first part in-the exercise of authority conferred
upon it by statute, is willing to permit the encroachment within the limits of the right
of 'way as indicated,.sub,ject to the.condi,tions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the
party of-the second Part.,the "right and privilege to make this encroachment as shown on
"attached,it'An -sheet'-fs),?'specificatlons and special provisions which are made a part
hereof upon tile, following conditions, to wit:
That the installation, operation, and maintenance of the above described facility will be accomplished in ac-
cordanca with the party of the first part's latest POLICIES AND PROCEDURES FOR ACCO?04ODATING UTILITIES ON HIGHWAY
RIGHTS-OF-MA and such revisions and amendments thereto as may E-0 -in effect n the e o this agreement. n-
or7aa on as ?o these policies and procedures may be obtained from the Division Engineer or State Utility Agent of
the party of the first part.
That'the said party of the second part binds and obligates himself to Install and maintain the encroaching
facility In such safe and proper condition that it will not Interfere with or endanger travel upon said highway, nor
obstruct nor interfere with the proper maintenance thereof, to reimbur80 the party of the first pert for the cost
._-incurred for any repairs or maintenance to its roadaays and structures necessary due to the installation and ex-
istence of the facilities of the party of the second pert, and if at any time the party of the first part shall
require the removal of or changes in the location of the maid facilitiea, that the said party of the second part
binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform
to the said requirendnt, without any cost to tLe party of the first part.
net the party of the second p+trt agrees to proviele during construction and any subsequent mntntanance prc.per
signsi signal lights, flagmen and other warning dovicea for the protection of traffic in conform•lnce with the latest
n u r..ret. L+ntrnl. bavicen.lnr_uIrfeie_pnd Ilighwaye and kw ndmenta or Supplements thereto. Infor-
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' S1NISt1Yin 3y lyylN)7

HENRY VON OESEN
CONSULTING ENGINEERS
AND PLANNERS
805 NORTH THIRD STREET P.O. DRAWER 2087
April 27, 1987
Mr. David Cotton
N. C. Div. of Env. Management
7225 Wrightsville Avenue
Wilmington, NC 28403
3155
AND ASSOCIATES
Telephone [phone]
WILMINGTON, NORTH CAROLINA 28402
Re: Erosion Control & Stormwater Control
Holiday Inn Convention Center
Atlantic Beach, N. C.
Dear David:
Mr. Bob Mercer (CAMA/Morehead City) suggested we submit the
attached plans for your review. The plans are for a five-story
convention center adjacent to the existing Holiday Inn complex.
The site is presently undeveloped and therefore would need manage-
ment of the stormwater for the completed project.
In developing a plan we reviewed 15 NCAC 2B.0200 and .0217
for compliance. The project is on the ocean side of the island
and behind the dune system. The drainage from the property generally
flows toward the sound side of the island which is classified
as SA. However, the site is 1,000+ feet from those waters and
portions of that regulation do not apply.
Attached is a topo of the area to be developed. This site
is unique in several reasons and the stormwater system planned
was developed around these unique features. The road (NC 58)
does not have a drainage ditch or swale within the DOT right of
way. The soils in this area are loose beach sand and therefore
very porous. Drainage from the existing Holiday Inn site and
the proposed site does not leave the property boundary. There
are two natural recharge areas in which the stormwater enters,
but does not leave. The first natural basis has a bottom elevation
of 4.3 MSL and stays dry most of the year. The second natural
basin is similar expept the base level is 5.8 MSL. The storm-
water culvert crossing NC 58 is at 5.61, but I could not see where
the water from this site had ever gotten high enough to form a
channel to the existing culvert.
Our plan is to use the first natural basin as a stormwater
retention and recharge area. We would prefer to leave the vegetation
as it is naturally. The capacity of the basin is approximately
20,165 cubic feet. In order to determine the inflow, we decided
to see what the level would be during a 100-year storm of a five-
minute duration. The level would be around 8.5 feet or 13,737
cubic feet. As a safety precaution, an overflow was set at
r
Mr. David Cotton
April 27, 1987
Page 2
Elevation 9.0 to prevent any unfeseeable overflow from the area
during hurricanes and prevent any washover of NC 58. NC 58 would
be used for evacuation. However, it appears that from the calcu-
lations, this natural recharge basin could handle most of the
expected flows from the new and existing facilities.
Enclosed are the calculations and prints of the system, and
the erosion control plan. Once graded, runoff from the site is
not expected.
Very truly yours,
HENRY VON OESEN AND ASSOCIATES, INC.
Donald R. Butler, P. E.
DRB/GGB
Enc.
cc: Mr. Millard Williams
Mr. Jack Covington
Permit Class-
New STATE OF NORTH CAROLINA
Department of Natural Resotuces and Community Development
F' and
Coastal Res ources`Comraission
for
® Major. Development in an Aiea of Environmental
Concern' pursuant to.NQ_GS4l'1 3A.} ].8
x
3
Excavation and/or_fillingpursuant to NCGS 113-229
Permit Number
Issued to Atlantic Beach Associates, dba/Holiday Inn, Atlantic Beach, NC 28512
authorizing development in Carteret County at the Atlantic Ocean, Pine Knoll Shores
as requested in the permittee's application dated 3/31 /87 including
attached plat, 1, force main detail dated received 5/1/87 and bluelines 4 dated 4/20/87.
This permit, issued on, is subject to compliance with the application (where consistent
with the permit), all applicab (e 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 with the local, state and federal building code requirements.
(2) The foundation pilings of the structure must be located landward of the
first line of stable natural vegetation a distance of 120'. This must
be established by DCM representatives from the Morehead Regional Office
immediately prior to any structural piling placement. The line must be
re-established if construction is not initiated within 60 days and/or if
there is a major shoreline change prior to construction beginning.
(3) All construction must comply with building requirements in Chapter 34,
Volume 1 and/or Section 39, Volume 1B of the Building Code.
(4) All foundations and structures must be designed to be stable during applicable
fluctuations in ground elevation and wave force during a 100 year storm.
(5) In accordance with 15 NCAC 7H.0308(a), no seawall, bulkhead, ripraprevetments
(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, 1990
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Atlantic Beach Associates
ADDITIONAL CONDITIONS
Permit #135-87
Page 2 of 2
or other permanent shoreline stabilization will be allowed in the future
should the structure become threatened from erosion.
(6) In order to protect water quality in Bogue Sound, no runoff shall be allowed
to enter DOT's roadside ditch system in response to a storm event of less
than a 2 year intensity. The revised stormwater plan, dated 6/19/87 has
been approved by the Division of Environmental Management, DNRCD, to meet
this requirement and compliance with all aspects of that plan is hereby
made a condition of this permit.
NOTE: Revegetation of any bare sand areas around the walkways should be initiated
during the next growing season to reduce erosion.
NOTE: In order to protect hatchling sea turtles, all lights on the building
face, including balcony lights on the ocean side of all structures should
be eliminated. Where ocean side lighting is required, alternatives include
shading, screening, or replacing fixtures with modern alternative light:
sources. Parking lots, streets, tennis courts, walkways, dune crossovers,
pools, and other areas requiring lights should be illuminated with l?', >
fixtures located close to the ground to minimize casting direct lil.g
on the beach and dunes.
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 activities. This plan should be submitted to the
Department of Natural Resources and Community Development, Land Quality `
Section, 7225 Wrightsville Avenue, Wilmington, NC 28403.
Permit Class Permit Number
New STATE OF NORTH CAROLINA _ 135-87
Department of Natural Resources-and Community Development
Coastal Resources Commission
4L
77-
for
® Major. Development in ari Are4 Hof Environmental
Concern ;pursuant-to.NQUS ;k,"I3AAA
Excavation andlor-filling pursuant to NCGS 113-229
Issued to Atlantic Beach Associates, dba/Holiday inn, Atlantic Beach, NC 28512
authorizing development in Carteret County at the Atlantic Ocean Pine Knoll Shores .
as requested in the permittee's application dated 3/31/87 including
attached plat, 1, force main detail dated received 5/1/87 and bluelines 4, dated 4/20/87.
This permit, issued on 1/ is subject to compliance with the application (where consistent
with the permit), all applrcab a 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 with the local, state and federal building' code requirements. r'
(2) The foundation pilings of the structure must be located landward of the
first line of stable natural vegetation a distance of 120', This must
be established by DCM representatives from the Morehead Regional Office
immediately prior to any 'structural piling placement. The line must be
re-established if construction is not initiated within 60 days and/or if
there is a major shoreline change prior to construction beginning.
(3) All construction must comply with building requirements in Chapter 34,
Volume 1 and/or Section 39, Volume 1B of the Building Code.
(4) All foundations and structures must be designed to be stable during applicable
fluctuations in ground elevation and wave force during a 100 year storm.
(5) In accordance with 15 NCAC 7H. 0308(a) , no seawall, bulkhead, ri prap revetments
(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, 1990
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.

In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program. Signature of Permittee
?-?e,
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