Ver _Complete File_19881101

..

~

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ATLANTIC OCEAN

-~

CU"'"T\ICK PtOOTWG ~

e

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VIRGINIA " /' -L
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OROlLA

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f POINT/ \
HARBOR (
/
). 1<11 TV HAWK

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LOCA nON MAP
N. T,S.

..

(:

CAMA MAJOR PERMIT
APPL/CA T/ON

..! ~
A 'icllil
[ I, ,.-~

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r(JR

C R 0 \V~I/N

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CURRITUCK SOUND

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NORTH

CAROLINA

CURRITUCK COUNTY

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Lf- ~5

BOX'

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I.~ \. \""J L_ /L...-\ ~

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, . \ i--~./ , I "'. I
"----./ /-\ ; ~ "___._/ L__ I ,'_.) \

SEPTEMBER, 1988

B

BISSELL ASSOCIATES

ENGINEERS. ARCHITECTS c!c SURVEYORS
KITTY HAWK, N.C.

PROJECT No. 2006

Rf.'(< ~, t
-~ 1~_

BE' ~9-es

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SUMMARY OF DEVELoPEMENT

CRolJNPDlNT AT OCEAN SANDS
OCEAN SANDS - SECTION IJ

GENERAL NOTES
1. RESIDENTIAL AND SERVICE ROADS IJITHIN THE DEVELOPMENT
DO NOT MEET STATE STANDARDS FOR ASSUMPTION OF MAINTENANCE
DUE TO INADEQUUATE RIGHT OF IJAY, IT IS NOT THE RESPONSIBILITY
OF CURRITUCK COUNTY DR THE STATE OF NORTH CAROLINA TO
CONSTRUCT OR MAINTAIN THESE ROADS, THE MAINTENANCE OF SUCH
ROADS IJITHIN THE DEVELOPMENT IJILL BE THE EVENTUAL
RESPONSIBILITY OF THE OCEAN SANDS HOMEOIJNERS ASSOCIATION,
2, UTILITIES INCLUDED IN SECTION IJ ARE AS FOLLOIJS I
A, GRAVITY \lASTEIJATER COLLECTION SYSTEM TO SERVE 90 SINGLE
FAMIL Y LOTS.
B, FORCE MAIN FROM LIFT STATION TO OCEAN SANDS \lASTEIJATER
TREATMENT FACILITY.
C, \lATER SERVICE TO 90 SINGLE FAMILY LOTS,
D, UNDERGROUND PO\lER, TELEPHONE AND CABLE TELEVISION SEVICE
LINES TO BE INSTALLED BY THE RESPECTIVE UTILITY COMPANY,
3. MINIMUM RESIDENTIAL BUILDING SETBACKS ARE AS FOLLolJS ,
A, FRONT YARD '''''''''''''','' 20'
B, REAR YARD ",,,,,,,,,,,,,,,10'
C, SIDE YARD """''''',,'''' 10'
STREET SIDE OF CORNER LOTS ." 20'
4. ALL RESIDENTIAL DRIVEIJAYS IJILL BE ACCESSED FROM RESIDENTIAL
ROAD.
5, TEN (10) FOOT RIGHT-oF-IJAY AND UTILITY EASEMENTS ARE RESERVED
ALONG ALL RESIDENTIAL ROADS. TEN (10) FOOT UTILITIY EASEMENT IS
RbERVED DOIJN ALL LOT LINES,
6, ALL TURNOUTS - 20' RADIUS
7, DEED REF, A PORTION OF pARCEL 'B' AS RECORDED IN THE CURRITUCK
COUNTY REGISTER OF DEEDS IN DEED BOOK 193 PAGES 901 .. 906,

RADIUS' -T
, __ ~.... n" --1_ __..
35,00'
--~~--j5. CO,-
-~3-2, i9' ,--
- 400:-0~---~'

LU~GTH
---.-------- ---------.-
49.68
------ -
66.2S'
4n.92'
80.72'

CENTERJ~~E CURVE TABLE

TfHGnl.I~I-- CHORD BEARING
30,07' 45.61' N47'44'19"W
- 48:62'-5'6-,81'-~---S37'20' 41 "w
-_. -.- - -- ". ,----..-...--.' --~_._------~-_. ..-.. -_._.~
23.61' 39.6S' SS5"A'34"E
40,50' Ef6~59''''--~N8S'4S'41 "E ----

-----,
;:- T" i
.. '- 81'~9"4~
1 OS'30'19"
71'29'41"
11'33'47"

DEVELOPER I COAST ALAND CO R P 0 RAT ION
P.O, BOX 43
COROLLA N,C, 27927

DESCRIPTION I OCEAN SANDS P,U,D, .. SECTION \I
CURRITUCK COUNTY, NORTH CAROLINA

TOTAL LAND AREA I 23,2 ACRES
DEVELOPMENT AREA I 90 LOTS 12,60 AC,
STREETS 2.48 AC,

TOT AL 15.08 AC,

PERCENT OF DEVELOPMENT AREA I
15.08 I 23,2 = 65 %

PERCENT OF OPEN SPACE I 35 %
RECREATION I 50% OF OPEN SPACE

DENSITY I 90 LOTS I 23,2 ACRES
= 3,88 UNITS I ACRES

AREA OF SMALLEST LOT = 5,857 $,F,

Ii

1
- 7\J_-
..L ~

c;;~
~
C;'

NO'W OR FORMERLY
SHIPS 'WATCH INC,

N 17'32'45'\1 \
19699,31' TON.C.G,S,
CURRITUCK BEACH
LIGHTHOUSE E,C,C.
X = 2932865,11
Y = 970828,99
(NAD, 27 DATUM)

CONTROL
CORNER
X = 952046,08
Y = 2938803,83

1~7'7'~
~
-~

~ 4 /
7,741 S.F:
S8i-24'14'E

J"

CONTROL CORNER
X 952016,!";
y =939859.45
c
E.eM ~ 62'..:t \

\

S38'24'14"E

...

E.C,M,

817,33'

le'S 4",'

133.25'

"-
C\J
..,;
NO'W OR FORMERLY ~
OCEAN SANDS
SECTION U

COMMUNITY
OPEN SPACE

44386'

6\.24'

.

.

s' BEACH ACCESS
'~EASEMENT

\
~

AMENITIE7z ~

o g
-.J -
d
~-
N
Ol (]'>
, 0
~~

180' CAMA SETBACK

OPEN SPACE

CID
6,000 Sf.
~5'32'E
100.00' ~~
.-D
-..J
CID r
6,n5 Sf ~6
--
t L7,p,c. ~ ~'.>..~ ." --II . ..-,- - SS
r 1.-.. ~'Y L 27,89 60.00' 60,00' 60.00' 60,00'
Z ~246 s,Ft,p ARC . 25.78 F 60.00'
o e . 6,230 S.F,!;'J 6,055 S,F,w 6,000 S,F. 6,000 S.F. 6,000 SF. 6.000 S, . I 6,000 S.F.
~ :".<3])~ Cu 0 ~8 00 CJ:D ~6 w ~ ~ ~" , ..,~
oo? '1J:?Q2)!!"'o~!!"'e> a ~Ja ~.~ ,~1-)!;'J (.-J-J)
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:: L- Z ~ tE; ~ 8 ~ ~ .... t~ g
fT1 bU,O 60.00' 60,00' 60.00' Z 60.00' Z 60.00' , ~ -
780.00' 60.00

~(]'>
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01. ~

60.00'

60.00'

60.00'

60,00'

60.00'

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cl' BEACH ACCE.SS
_EASEMENT

PROPERTY OF
CURRITUCK COUNTY
(DB, 137 PG, 158)

~

873,99'

SIR,

148,63'

123.44'

1272' + ~

N88' 4'12"W
dL.-- _- TIE INTO EXISTING 6' 'WATER LINE
~--- IN OCEAN SANDS SECTION Q

OCEAN'SANDS SECTION N

OCEAN SANDS =ECTION Q

~

c

SHEET 3

2

LOC/';TJOf'oj, MAP
NTS

LINE TABLE
DIRECTION
N82'55'32'E
N65'20'14'E
S3S'30'OS'E
S88'24'10'E
N82'55'32'E
N68'00'57'E
N68'OO'57'E
N65'20'14'E
N73'05'31 'E
N73'05'31'E
N04' 40'25'E

:-TiNE
r L8
L3
LlO
L9
L7
L6
L5
L4
L2
Ll
L11

1ST LINE OF STABLE
VEGETATION ESTABLISHED
BY CAMA JUNE 1988

\

\

~ \
\
'. \
'.
\
~
\
,

\
\
\
\
\
~

53.11'
SIR

A TLM! fie OCEAN

\-----

DIST ANCE I
100,00'
84,66'
18.14 '
7,97'
76,50'
35,00'
61.96'
64,99'
20,27'
44,53'
25.1S'

LEGEND
MANHOLE ~
SANITARY SEWER SS
FORCE MAIN FM
WA TER LINE 'W
BUILDING SETBACK ----
THRUST BLOCK ~

~
DMl.

I~

80'

W"I

MEM~ HIGH 'WATER

10' REAR ~AQ(

\

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~

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20' fRONT SElBAa<

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~ 20' PA\'OIENT

TYPICAL LOT CONDITIONS
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DATE: SCALE:
9-19-88 1n = 100'
DESICI<EIl: CHCCI(ED:
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SHEET:

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CAD FILE:
2006-1
PROJECT NO:

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WAXMYRTLE
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'/4"/FT.

(f)
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410.98' _ __ - CR __--:::::.uJ
- - - - - - ----CJ -- _---------- '----=-:S79'5S'is"\N
FM

'5'

TYPICAL ACCESS
ROAD SECTION
N.T.S.
"8".11811

___ 1181'1

S88'24'50"E

433.61 '

~ 1~ _ N'B8'24'50'....
15.88' - - - --
1-5.88'

---
N88'24'50"W I 418.86'
II II...-J-
N1T34'36"W 8
63.52'

CURVE
C1
C2
C3

RADIUS
1646.82'
1668.09'
150.00'

LENGTH
122,30'
122.30'
30.41'

TIE INTO EXISTING
FORCE MAIN

TANGENT
61.18'
61.18'
15,26'

CHORD
122.27'
122.27'
30,35'

DIRECTION
N800 ai' 33"E

DISTANCE
26.27'

it
i>~
~'~

ullllllil.<lIIUnltUI. .rJll! 1I..Jl'T'~,:~

----

-+

J'.'~'" .....,.
1:..;:.....'..\..'" . ..'
, ~,.,

NOW' OR FORMERLY
OCEAN SANDS

_ '2\.\9' -..\
C - , .
\

40'-
",RC. '" \2'3-

I
i

- ARC = 27.37

ARC = 33.45'

PROPERTY OF CURRIT~ COUNTY
(DB. 137 PG. 158) ,.

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GRAPHIC SCALE

BEARING
sn053'55"w'
sn052'l7"w
S85046'44""';

'~

200

I

100

I

DELTA
D4 015'18' !
04012'03'
11036'52'

( IN FEET )
1 inch = 100 ft.

N04'40'25"E
62.03'

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CAD FILE:
2006-2
PROJECT NO:

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Ii ALL WALI<WA'oSSII/IlL RENO \llOER 1IIAN6;NOR SHALL YIIEY Bt. LOCATED
CLOSER H/A'I /8 "A80.1: I:. ~ISllly1j GRADE
21lJNmlfRED DECKS S/WL BE '.'GRI:.A1E/? T/IAN 500 oq I' IN AREA.
I AM' S1IAF'E IS ACCEPTABLE)

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DATE: SCALE:
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2006-2
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DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section

February 17, 1989

M E M 0 RAN DUM

TO:

John Parker .

Bill MillS~

Application for CAMA Permit
Ocean Sands-Crown Point
Currituck County

FROM:

SUBJECT:

The Subject application has been reviewed for water
quality impacts and the following comments are offered:

a, The sewage disposal for the proposed project has
now been approved under a revised SOC with the
County of Currituck.

b. Stormwater runoff management was approved under
low density option on February 10, 1989.

Previous objections to the permit are hereby
withdrawn.

BM/dbp

cc: Jim MUlligan

MEMORANDUM

TO:
FROM:

Bill Moore
David R. Griffin

'"t,

".
,
C"

SUBJECT: APPLICATION FOR CAMA MAJOR PERMIT AND/OR
DREDGE AND Fill PERMIT

DATE:

October 28, 1988

Attached is an application by

OCEAN SANDS, CROWN POINT

which was received by me on

.~--_._._------_. ----.--.-----....---

9/29/88

J am

considering this application complete, have acknowledged

receipt, and have begun processing.

If you have any questions, do not hesitate to contact me,

/yTl

Enclosures

,"

>1'5 o/{lJrJ'l6 -~ ~vr<,~~::-'[)/YLrJJlPr
171./ I'-.eif . ~ \
(/' nfrJ'0'\ .;.:.,:~
-'"

ItJ70

:)J~
fi5' T~((3!Jn.J! Ti' ~?)'fEJ'"
i( (~ ./ ,~.. r..., ..~"~ fI\
~~~ Ufi
IJAN 13 19[9 v.,"

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919/232,2075

BOARD OF COMMISSIONERS

COUNTY OF CURRITUCK

JERRY L. OLD. Chairman
MILBURN SAWYER. Vice-Chairman
ERNIE BOWDEN
B. U. EVANS, 111
FRANCES P. WALKER

Jal1ua;"~v 6, ~ 988

~lr. R. Paul Wilms
Director
En\'ironmemal \Ianagement Di\'i~joJj
P. O. Box 27687
Raleigh. \C 276 j ]

.),/;;\:

Dear \Ir \X.-llm~

Please find enc1used llll' executed Spccia: 01'(:('[' of C\;;'cSCLI :1::\1C \'\<.; :';, 8~
19 ,-\Di :hat \\'<1S adupted by the C:urr::.:cl< Cc)untv Ek;,;rd C)t Cnt:1~L:~~~i;':~cc':
dur:ng their Januar" 3 l (l~8 mecti~g

It lOt' m\' qat! CdI' he ()t [Ul'tn(,'( J~~~~':' clncc r)k'(1~;e cj()n i. ~-!C';~t:H(' f() contact
me lnrll then. I re maw.

\\'
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\YSR:ng

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cc: Board or Cum Inlssion.t'rs
Pat \Idk)\vell
-Alben Killingswonll

>t"'" 1-- '"" .~, r: '. .:" r"~..
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT CO~1ISSION

fD)~-j';'!," ,\ ';; I:' \'r:i12}
1,::J"----' q ~~
JAN .I. i, :9~9

COUNTY OF CURRITUCK

DIV. OF UH"I?1.lt~~;jEl{l,\l MANAGEMENT
RaleIgh, NC

IN THE MATTER OF
NORTH CAROLINA
NON DISCHARGE PERMIT
NO. 3357R3
HELD BY THE COUNTY
OF CURRITUCK

SPECIAL ORDER BY CONSENT
EMC WQ NO. 88-19 Ad

Pursuant to provisions of North Carolina General Statutes 143-215.2
and 143-215.67, this Special Order by Consent is made and entered
into by the County of Currituck, hereafter referred to as the County,
and the North Carolina Environmental Management commission, an agency
of the State of North Carolina created by NCGS 143B-282, and
hereafter referred to as the commission:

1, The County and the commission hereby stipulate the following:

(a) That the County holds North Carolina Non Discharge Permit
No. 3357R3 for operation of an existing 0.15 MGD tertiary
wastewater treatment plant with onsite disposal of the treated
wastewater to serve Ocean Sands Subdivision, but sewer lines
have been constructed which will result in flows above the
permitted design capacity of the treatment plant when the
project is built out. Compliance will require preparation of
plans and specifications for and construction and operation of
additional treatment works.

(b) That the County is within the jurisdiction of the
Commission as set forth in NCGS Chapter 143, Article 21.

(c) That the County desires to construct addition sewer lines
which when constructed will result in the discharge of up to
111,200 gpd of additional domestic strength wastewater to the
treatment works, and that the discharge of such additional
wastewater to the treatment will not result in any significant
degradation in the quality of the waters of the State.

(d) That the County has secured financing for planning and
construction for treatment works which, when constructed and
operated, will be sufficient to adequately treat the present
wastewater flow as well as the proposed additional waste flow,
to the extent that the County will be able to comply with all
permit conditions.

J

(e) That the County hereby waives its right to an
administrative hearing authorized by G.S, 143-215.2 on the terms
of this Special Order by Consent, and also hereby waives its
rights to seek judicial review of this Special Order by Consent
as provided in NCGS 143-215.5.

2. The County, desiring to comply with conditions of the permit,
does hereby agree to do and perform all of the following:

(a) Provide the Washington Regional Office located at 1424
Carolina Ave. Washington N.C, 27889 with a list of flow added
under all Special/Judicial Orders and update this list each time
flow is added to the system.

(b) Meet and comply with all conditions of the permit that
are not specifically modified by this Order.

(c) Upon execution of this Order, undertake the following
activities in accordance with the indicated time schedule:

1) On or before January 15, 1989 submit plans and
specifications, permit applications, and supporting
information necessary to obtain a permit for a wastewater
treatment and disposal system capable of treating 300,000
gpd and disposing of up to 600,000 gpd. The construction of
this wastewater treatment system may be done in phases.

2) On or before March 15, 1989 begin construction of the
next phase of the wastewater treatment facility,

3) On or before June 1, 1989 complete construction of the
next phase of the wastewater treatment facility.

4) On or before July 1, 1989 place into operation sludge
handling and disposal facilities adequate to handle sludge
from this facility,

5) Within 30 days following any month where the monthly
average flow reaches 80% of the existing treatment and
disposal system's capacity, plans and specifications for the
next expansion shall be submitted.

';

6) Total organic halogen (TOX) monitoring is to be performed
every November in each of the monitoring wells, The
analytical methods used for TOX must be capable of detecting
the total of all halogenated organic compounds present at a
concentration of 5.0 parts per billion (ppb) or greater, In
the event that a TOX concentration of 5.0 ppb or greater is
detected, individual halogenated organic compounds present at
a concentration at or above its method detection limit (MOL)
must be identified and quantified utilizing EPA methods 601,
602, 604, and 611.

(d) No later than 14 calendar days after any date ~ time
identIfied for-iCcomplishment of any activity listed in ~
above, submit to the ~!vision Director and the Regional Office
written notice of compliance or noncompliance therewith. In the
~ of noncompliance, the notice shall include ~ statement of
the reason(s) for noncompliance, remedial action(s) taken, and a
statement identifying the extent to which subsequent dates or
times for accomplishment of listed activities ~ be affected,

(e) Operate and maintain the wastewater treatment plant such
that the most effective level of waste treatment is provided at
all times.

3. In accordance with the provisions of NCGS 143-215.67(b) the
Commission allows the County to accept the additional waste specified
below to its waste-disposal system,

Projected Wastewater Source

Estimated No, of
Contributing Units

Estimated
Wastewater
Contributions

Total

14,400 gpd
60,800 gpd
36,000 g~
111,200 gpd

Section M
Section 0
Section W

36
152
90

4. This Special order by Consent and any terms, conditions and
interim effluent limitations contained herein, hereby supersede any
and all previous Special Order and Enforcement Compliance Schedule
Letters, and terms, conditions, and limitations contained therein
issued in connection with Permit No, 3357R3,

5. Any violation of terms of this Special Order EY Consent,
including paragraph ~ above shall terminate Section 1 of this
Order and any portion of the authorized additional waste not
previously connected to the system shall not thereafter be connected
until the necessary sewerage system improvements ~ been completed
and placed in operation. Noncompliartce with the terms of this
special Order ~ Consent is subject to G,S, 1~215,6. ~he---

...

North Carolina Supreme Court is ~ considering ~ general challenge
to the constitutionality of the civil penalty authority of
administrative agencies. The determination of that challenge may
affect the civil penalty power authorized EY G.S, 143-215.6, and we
are deferring ~ assessments pending that review. l! the authority
to assess is upheld, ~ civil penalty may be assessed against you for
violations of the terms of this Special Order ~ Consent.

6. This Special Order by Consent shall expire on July 1, 1989.
~,j
--,
~

Entered into this the

day of

;;~L-/hfl''..^:J ,

/

1989.

COUNTY OF CURRITUCK

BY:

/ the Y4~ oC is' oner /

NORTH CARl';;'I ENtR~/N;iJ. 1ANA MEN 0'lMISSION
BY: ~ ,~" / //~,p 1/ /~-
~(Chairman of the Commisslon

Chai

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OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

Lat:36.121'N
Long:75.49' W

1. APPLICANT'S NAME

OCEAN SANDS CROWN POINT

2. LOCATION OF PROJECT SITE
Currituck, Atlantic Ocean.

Ocean Trail, Currituck Outer Banks,
Photo ref. 135-625: L-7 to 0-7, L-8 to
0-8

3. INVESTIGATION TYPE: DREDGE & FILL
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 10/20/88
(B) WAS APPLICANT PRESENT no

5. PROCESSING PROCEDURE: APPLICATION RECEIVED 9/29/88
OFFICE Elizabeth City

CAMA X

6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Currituck
LAND CLASSIFICATION FROM LUP Transition
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP none

(B) AEC ( S ) INVOLVED: OCEAN HAZARD X
COASTAL WETLANDS
ESTUARINE WATERS

ESTUARINE SHORELINE
PUBLIC TRUST WATERS
OTHER

( C) WATER DEPENDENT: YES
(D) INTENDED USE: PUBLIC

NO

X

OTHER

PRIVATE

COMMERCIAL X

(E) TYPE OF WASTE WATER TREATMENT: EXISTING none
PLANNED 32,000 GPD Gravity Collection System

(F) TYPE OF STRUCTURES: EXISTING none
PLANNED 3 beach access walkways, pool, tennis courts

(G) ESTIMATED ANNUAL RATE OF EROSION
7. aABITAT DESCRIPTION:

6' SOURCE 11/1/88 Annual
Erosion Rate

(A) VEGETATED WETLANDS

DREDGED

AREA
FILLED

OTHER

(B) NON-VEGETATED WETLANDS:

(C) OTHER:

(D) TOTAL AREA DISTURBED:

15 acres

8. PROJECT SUMMARY: Applicant proposes to develop a 90 lot
subdivision with 3 beach access walkways, tennis courts and pool at
Crown Point at Ocean Sands on the Currituck Outer Banks.

OCEAN SANDS, CROWN POINT

BIO REPORT

PAGE 2

SITE REPORT

Bissell and Associates is acting on behalf of the landowner,
Coastland Corporation to obtain permits to develop Crown Point at
Ocean Sands - Section W.

The property to be developed totals 23.2 acres and is
located on the east side of Ocean Trail (Hwy. 12) on the
Currituck Outer Banks adjacent the Atlantic Ocean. The property
is typical of barrier islands being dominated with dune
vegetation including box berry, sea oats, live oaks, persimmon,
black willow, cherry, ~. patens, and ~accarus. A frontal dune
exists along the beach edge of the property. The first line of
stable, natural vegetation was staked by DCM staff in June of
1988. The current applicable annual erosion rate is 6'; the
required small structure oceanfront setback is thus 180'.

The applicant proposes to develop a 90 lot subdivision
disturbing a total of 15 acres on the property. All lots are
proposed to be landward of the 180' setback line. Three beach
walkovers are proposed 6' wide to be elevated at least 18" over
the existing dune. Five hundred square-foot platforms and/or 200
sq. ft. gazebos are planned on top of the dune for each walkover,
Tennis courts and a swimming pool are planned on the western edge
of the subdivision.

ANTICIPATED IMPACTS

Fifteen acres of barrier island shrub-thicket habitat will
be graded and disturbed for this project.

CAMA REVIEW

The subdivision is consistent with the transition
classification in the 1985 Currituck County LUP.

Submitted by: David Griffin
Date: October 28, 1988

r 1
.-~,. "p~ "' p,'nt. Catcfullv Jc",ibc ." I~~CEI EO I

~:~~a~:~~~~~~rl,~p~i~~~f'ac~I:~:~e:., 11:~~1I~;~ m~'<1-e8
~~~~~~~~r c'ont;ol. If ~h~ reql;~sted info m(lI~ ,~c
not relevant to your project, write NiA:. '
plicable). Items 1-4 and 8-9 must be com etet (r
all projects.

1 APPLICANT

a. Name
Address
City
Zip

HiQ,ell ~~~ociates
p 0, D~a~er 106e N C
Kit-t-y l:f;::lwkState .. ,
27CJ4Q \Day phone [phone]
Landowner or Authorized agent
b. Project name (if any) C \'"oCot.)~ ('01 M .A
Ot-....<:t. SCLIIL~ - oSFL'finJJ 'vJ
c. If the applicant is not the landowner, also give
the owner's name and address.
Coa~tlann c.orporat-ion
P.o. Box 43
Corolla, N.C.

?7Q,)7

2. LOCA nON OF PROPOSED
PROJECT

a. Street address or secondary road number
Ocean Trail
b. City, town, community, or landmark
Currituck Outer Bank
c. County Curri tuck
d, Is proposed work within city limits or planning
jurisdiction? Yes
e. Name of body of water nearest project
Atlantic Ocean

"

: '3 DESCRIPTION AND PLANNED
U~~ OF. PROPOSED PROJECT

a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier),
QO Lot S'lbdiuision \"dth
3 hpa~h ;::I~~e5~ ~~lkwaYs,
h~nni~ ("ollrt-Q, pool

If you plan to build a marina, also complete
and attach Form OCM-MP-2.
b, Is the proposed activity maintenance of an ex-
isting project, new work, or both? Npw

c, Will the project be for community, private, or
commercial user
Community

~1. Dcscrihe the rlal1111:d u~e uf t.he puject.
90 Lot Subdivision

4 LAND AND WATER
CHARACTERISTICS

a. Size of entire trdct 23.2 acres
b. Size of individual lot(s) av. 6,000 sq. ft.
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum .7 feet
d. SQil typ~(s) and texture(s) of tract Newham
complex

e. Vegetation on tract ~crub thioket

f. Man-made features now on tract None

g, What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)

Conservation XX Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
PUD
How are adjacent waters classified? SC
Has a professional archaeological survey been
carried out for the tractr No
If so, by whom?

i.

j.

5 UPLAND DEVELOPMENT :",';"'~"1
.

Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed 90 single family
tennis courts, pool

b. Number of lots or parcels 90
c. Density (Give the number of residential units
and the units per acre.) 3.88/ acre

d. Size of area to be graded or disturbed 6.6 acres

e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
submitted to the Division of Land Resourcesr
yes approved

f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, such as gavement,
buildings, or rooftops. non

.-~ List the materials. such as marl. paver slulle.
asphalt, or concrete, to be used for paved
~lIrl:l('!"c.. A ~ P h A 1 t-

h. If applicable, has a stormwater management
plan been submitted to the Division of En-
vironmental Management? Yes
i. Describe proposed se~~~e di~2'sa6 Bod/or \ym;te
water treatment factlttles. ' U gpd
Gravity ~ollp~t-inn

j. Have these facilities received state or local
approval? No
k. Describe existing treatment facilities,
None

1. Describe location and type of di&.Charges to
waters of the state (for example~surface runoff,
sanitary wastewater, industrial/commercial
effluent, or "wash down"), Nonp

m, Water supply source Municipal
n, If the project is oceanfront development,
describe the steps that will be taken to main-
tain established public beach accessways or pro-
vide new access, 3 accesswavs

0, If the project is on the oceanfront, what will
be the elevation above mean sea level of the
first habitable floor? 8 feet minimum

rt'6~.EXCAVATION~~FILL,";'iX:' H
c...',.".:,. O'RMA'" '0' ,. ,...,-...",:,."".". r...1
., ., ""'IINF TI N '.'K'.',L "':-O:'!""i";, . , '.
:, ~;"l'; ~"f ~,', " ' '. " ' '_' _..: ::,~:.i-:~r', :;" ',: '~.:: " ",..: .~

a, Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7). None

Length Width Depth

Access channel
(ML W) or (NWL)

Boat basin

Other (break-
water, pier,
boat ramp,
rock jetty)

Fill placed in
wetland or below
MHW

Upland fill
areas

h. r\mllllnf "of rn;lf('r!;11 fn iw '>XC1V;Hpd ,'r"fl)'
heiow water level in cubic yards

!t.n...." .~,( n"\:'\"^r;.-.~
.. ~ t....... V. "'~Il.~' .....
d. Does the area to be excavated include marsh-
land, swamps, or other wetlands!
c. High ground excavation, in cuhic yards
f. Dimensions of spoil disposal area
g. Location of spoil disposal area

h. Do YOIl claim tide to the disposal area!

If not, attach a letter granting pennission from
the owner.
i. Will a disposal area be available for future
maintenance! /
If so, where!
j. Does the disposal area include any marshland,
swampland,'or water areas!
k. Will the fill material be placed below mean
high water?
I. Amount of fill in cubic yards
m. Type of fill material
n. Source of fill material
o. Will fill material be placed on marsh or other
wetlands?
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on
site and erosion controlled!

r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?

s. Will wetlands be crossed in transporting equip-
ment to the project site!_ If yes, explain
the steps that will be taken to lessen en-
vironmental impacts.

;. 7 . SHO~ELlNE.:'STA~iLI~^nqN'~~

a. Length of bulkhead or riprap None
b. Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet
d. Type of bulkhead material
e. Amount of fill, in cubic yards, to be placed
below mean high water
f. Type of fill material

2

M ADDITIONAL INFORMAT qtg8
I
In :!ddi!i0!'. !0 th~ r:0"1rl~!~d '1rrHr:,,!i0!'. f0, ... d~QM' [C
following itt'ms mllst he sllhmitted: ;;

"'. ':..~ ..f ....._....:,... ..,. ._ !....I.._..! _..__:~" . 1
.\' A1"''' VI pl.1"..~"VUJ "l.aL\,.. VI u..""'.....I,Ul p~.I,UUL'" 1"),"\,":\...1
for work on the project tracr. Include permit
. ,
numDers. permittee. and Issuing dates.

A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to' be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.

A check for $100 made payable to the Depa -
ment of Natural Resources and Community
Development to cover the costs of processing the
application.

A signed AEC hazard notice for projects in
front and inlet areas.

An accurate work plat (includi.ng plan view and
cross sectional drawings) drawn to scale in black
ink on 8 1/2 X 11 white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)

A statement on the use of public funds, If t e
project involves the expenditure of public fu s, at-
tach a statement documenting compliance wi h the
North Carolina Environmental Policy Act
(N.c.G.S. 113A-l to 10). .

Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.

'. . . ",' ., ." ,. '. if..:I.v..,'IV"'(:",',,,.. .;....(.1"
9 . CERTIFICA TION,::ANt>:~~~
:, SIO~ .TOEN~~~;\:q~;;..;"

Any permit issued in response to this applica ion
will allow only the development described in the
application. The project will be subject to co di-
tions and restrictions contained in the permit.

A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.

A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management, The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).

I certify that to the best of my knowledge, t
posed activity complies with the State of No
Carolina's approved Coastal Management Pr
and will be conducted in a manner consisten
such program.

I further certify that I am authorized to grant and
do in fact, grant permission to representative of
state and federal review agencies to enter on he
aforementioned lands in connection with
evaluating information related to this permit p-
plication and follow-up monitoring of project

Name Ships Watch Inc.
Address P.O. Box 788
Elizabeth City. N.C. 27909
Name Ocean Sands Proper tv Owners'Assoc.
Addre~ 1112 Laskin Road
Virqinia Beach. Virqinia 23451

Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U,S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.

Name
Address

3

..

~

I~

ATLANTIC OCEAN

-~

CU"'"T\ICK PtOOTWG ~

e

"

VIRGINIA " /' -L
--N;;iiTiiCAAiiUNA-J~) '-"-1- ( I

J KNOTTS f'
c::::: / ISLAND \
\ V""

l \ \!
~ 'vI

BARCO ____ I CURklTUCK )
---. \ SOUND
OROlLA

ELlZABETtt (I i ~
/CITY \ \ \
.~\ ) ) /! ~~~~~
. '\ ) \
~ \ ) \ \ I L .~
'" \ '" ~ ':::, \ \ \ DUCK g

/ '> ALBEMARLE \ \ )
/ SOUND ')(') (
f POINT/ \
HARBOR (
/
). 1<11 TV HAWK

U
I-
Z
~
..J
I-
~

LOCA nON MAP
N. T,S.

..

(:

CAMA MAJOR PERMIT
APPL/CA T/ON

..! ~
A 'icllil
[ I, ,.-~

I .'

r(JR

C R 0 \V~I/N

P;~j'~' If
(: )) I 1/'''. .'. 1./
~J / / .,.1J

II
Ii

J\ T

CURRITUCK SOUND

OCE-Ar~

SAf~

.\

r--'--~,. S~
/ )
L__/'

",~i~~~'i ..J ~ . .; .
~-~ ,..--- ...'
-'I"""' ~.~ ''1iI..~II...". l~;~.f;- C
" ,~~~~";>....

'~'-" ',.,>,,'-~>:-::~';-\y '. . .
:~<'"-;",5"--Cc

POPLAR BRANCH TWSP.

-::"....

\ /\ /
V \/

j

. "
J ~! J ''-J

NORTH

CAROLINA

CURRITUCK COUNTY

~

f-..~ \ .,' / ~-- L ( .) p -~='- F.--'" .
_,___ v 1-___.-/ t_ ~.

//--..... :=) A c-- T i /\ ^', I ,-.........)
r I /' !" ' I
"._/ \~ ......~ '. ~_ /~\ I ,) 1.-/

(~O R P ,_/ I~ /~ T! C) j,'J'

'-', 0
l-----
I _ .

-1 ---'7
Lf- ~5

BOX'

/.---..... 0 R /~ L 1 /\
I.~ \. \""J L_ /L...-\ ~

!""..... I ("') F~ ,- L-..J
J -....; "_~/ ..... I I /

.r- --... /\ ,.....--.. (/~ I I,...... I ~/
, . \ i--~./ , I "'. I
"----./ /-\ ; ~ "___._/ L__ I ,'_.) \

SEPTEMBER, 1988

B

BISSELL ASSOCIATES

ENGINEERS. ARCHITECTS c!c SURVEYORS
KITTY HAWK, N.C,

PROJECT No. 2006

Rf.'(< ~, t
-~ 1~_

BE' ~9-es

, ,.,r, ,
t. 'v',,, ,.
, ~---
o~--~ :

, ,_~___ ,.cc'c,.."""""....,_,

I

f
l

1

'"

SUMMARY OF DEVELoPEMENT

CRolJNPDlNT AT OCEAN SANDS
OCEAN SANDS - SECTION IJ

GENERAL NOTES
1. RESIDENTIAL AND SERVICE ROADS IJITHIN THE DEVELOPMENT
DO NOT MEET STATE STANDARDS FOR ASSUMPTION OF MAINTENANCE
DUE TO INADEQUUATE RIGHT OF IJAY, IT IS NOT THE RESPONSIBILITY
OF CURRITUCK COUNTY DR THE STATE OF NORTH CAROLINA TO
CONSTRUCT OR MAINTAIN THESE ROADS, THE MAINTENANCE OF SUCH
ROADS IJITHIN THE DEVELOPMENT IJILL BE THE EVENTUAL
RESPONSIBILITY OF THE OCEAN SANDS HOMEOIJNERS ASSOCIATION,
2, UTILITIES INCLUDED IN SECTION IJ ARE AS FOLLOIJS I
A, GRAVITY \lASTEIJATER COLLECTION SYSTEM TO SERVE 90 SINGLE
FAMIL Y LOTS.
B, FORCE MAIN FROM LIFT STATION TO OCEAN SANDS \lASTEIJATER
TREATMENT FACILITY.
C, \lATER SERVICE TO 90 SINGLE FAMILY LOTS,
D, UNDERGROUND PO\lER, TELEPHONE AND CABLE TELEVISION SEVICE
LINES TO BE INSTALLED BY THE RESPECTIVE UTILITY COMPANY,
3. MINIMUM RESIDENTIAL BUILDING SETBACKS ARE AS FOLLolJS ,
A, FRONT YARD '''''''''''''','' 20'
B, REAR YARD ",,,,,,,,,,,,,,,10'
C, SIDE YARD """''''',,'''' 10'
STREET SIDE OF CORNER LOTS ." 20'
4. ALL RESIDENTIAL DRIVEIJAYS IJILL BE ACCESSED FROM RESIDENTIAL
ROAD.
5, TEN (10) FOOT RIGHT-oF-IJAY AND UTILITY EASEMENTS ARE RESERVED
ALONG ALL RESIDENTIAL ROADS. TEN (10) FOOT UTILITIY EASEMENT IS
RbERVED DOIJN ALL LOT LINES,
6, ALL TURNOUTS - 20' RADIUS
7, DEED REF, A PORTION OF pARCEL 'B' AS RECORDED IN THE CURRITUCK
COUNTY REGISTER OF DEEDS IN DEED BOOK 193 PAGES 901 .. 906,

RADIUS' -T
, __ ~.... n" --1_ __..
35,00'
--~~--j5. CO,-
-~3-2, i9' ,--
- 400:-0~---~'

LU~GTH
---.-------- ---------.-
49.68
------ -
66.28'
4n.92'
80.72'

CENTERJ~~E CURVE TABLE

TfHGnl.I~I-- CHORD BEARING
30,07' 45.61' N47'44'19"W
- 48:62'-5'6-,81'-~---S37'20' 41 "w
-_. -.- - -- ". ,----..-...--.' --~_._------~-_. ..-.. -_._.~
23.61' 39.6S' SS5"A'34"E
40,50' Ef6~59''''--~N8S'48'41 "E ----

-----,
;:- T" i
.. '- 81'~9"4~
1 08'30'19"
71'29'41"
11'33'47"

DEVELOPER I COAST ALAND CO R P 0 RAT ION
P.O, BOX 43
COROLLA N,C, 27927

DESCRIPTION I OCEAN SANDS P,U,D, .. SECTION \I
CURRITUCK COUNTY, NORTH CAROLINA

TOTAL LAND AREA I 23,2 ACRES
DEVELOPMENT AREA I 90 LOTS 12,60 AC,
STREETS 2.48 AC,

TOT AL 15.08 AC,

PERCENT OF DEVELOPMENT AREA I
15.08 I 23,2 = 65 %

PERCENT OF OPEN SPACE I 35 %
RECREATION I 50% OF OPEN SPACE

DENSITY I 90 LOTS I 23,2 ACRES
= 3,88 UNITS I ACRES

AREA OF SMALLEST LOT = 5,857 $,F,

Ii

1
- 7\J_-
..L ~

c;;~
~
C;'

NO'W OR FORMERLY
SHIPS 'WATCH INC,

N 17'32'45'\1 \
19699,31' TON.C.G,S,
CURRITUCK BEACH
LIGHTHOUSE E,C,C.
X = 2932865,11
Y = 970828,99
(NAD, 27 DATUM)

CONTROL
CORNER
X = 952046,08
Y = 2938803,83

1~7'7'~
~
-~

~ 4 /
7,741 S.F:
S8i-24'14'E

J"

CONTROL CORNER
X 952016,!";
y =939859.45
c
E.eM ~ 62'..:t \

\

S38'24'14"E

...

E.C,M,

817,33'

le'S 4",'

133.25'

"-
C\J
..,;
NO'W OR FORMERLY ~
OCEAN SANDS
SECTION U

COMMUNITY
OPEN SPACE

44386'

6\.24'

.

.

s' BEACH ACCESS
'~EASEMENT

\
~

AMENITIE7z ~

o g
-.J -
d
~-
N
Ol (]'>
, 0
~~

180' CAMA SETBACK

OPEN SPACE

CID
6,000 Sf.
~5'32'E
100.00' ~~
.-D
-..J
CID r
6,n5 Sf ~6
--
t L7,p,c. ~ ~'.>..~ ." --II . ..-,- - SS
r 1.-.. ~'Y L 27,89 60.00' 60,00' 60.00' 60,00'
Z ~246 s,Ft,p ARC . 25.78 F 60.00'
o e . 6,230 S.F,!;'J 6,055 S,F,w 6,000 S,F. 6,000 S.F. 6,000 SF. 6.000 S, . I 6,000 S.F.
~ :".<3])~ Cu 0 ~8 00 CJ:D ~6 w ~ ~ ~" , ..,~
oo? '1J:?Q2)!!"'o~!!"'e> a ~Ja ~.~ ,~1-)!;'J (.-J-J)
(Jl~ I . CJ\ t~ lI? U1 g .. 0 to 0 in g C)-~
o I ro... 'V tr ....... It) 0 If) ~ M ci !!" a
(Jl I ~ 8 (]'> ~ '" ci t'" 0 t' 0 If) 0
:: L- Z ~ tE; ~ 8 ~ ~ .... t~ g
fT1 bU,O 60.00' 60,00' 60.00' Z 60.00' Z 60.00' , ~ -
780.00' 60.00

~(]'>
. 0
(0:'"
01. ~

60.00'

60.00'

60.00'

60,00'

60.00'

~
.->
cO
.
.->
V~
.->
V~
.z..

cl' BEACH ACCE.SS
_EASEMENT

PROPERTY OF
CURRITUCK COUNTY
(DB, 137 PG, 158)

~

873,99'

SIR,

148,63'

123.44'

1272' + ~

N88' 4'12"W
dL.-- _- TIE INTO EXISTING 6' 'WATER LINE
~--- IN OCEAN SANDS SECTION Q

OCEAN'SANDS SECTION N

OCEAN SANDS =ECTION Q

~

c

SHEET 3

2

LOC/';TJOf'oj, MAP
NTS

LINE TABLE
DIRECTION
N82'55'32'E
N65'20'14'E
S3S'30'OS'E
S88'24'10'E
N82'55'32'E
N68'00'57'E
N68'OO'57'E
N65'20'14'E
N73'05'31 'E
N73'05'31'E
N04' 40'25'E

:-TiNE
r L8
L3
LlO
L9
L7
L6
L5
L4
L2
Ll
L11

1ST LINE OF STABLE
VEGETATION ESTABLISHED
BY CAMA JUNE 1988

\

\

~ \
\
'. \
'.
\
~
\
,

\
\
\
\
\
~

53.11'
SIR

A TLM! fie OCEAN

\-----

DIST ANCE I
100,00'
84,66'
18.14 '
7,97'
76,50'
35,00'
61.96'
64,99'
20,27'
44,53'
25.1S'

LEGEND
MANHOLE ~
SANITARY SEWER SS
FORCE MAIN FM
WA TER LINE 'W
BUILDING SETBACK ----
THRUST BLOCK ~

~
DMl.

I~

80'

W"I

MEM~ HIGH 'WATER

10' REAR ~AQ(

\

\

OPDI Sf' Ar::E.

~

10' SlOE ~AQ(

20' fRONT SElBAa<

JO' RIGHT OIF WAY

~ II' SWALE
~ 20' PA\'OIENT

TYPICAL LOT CONDITIONS
N.T.S-

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DESICI<EIl: CHCCI(ED:
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2006-1
PROJECT NO:

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~-~

RF(J~~\r
......:<>...':....,.

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~.(x.....,
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------=-- _ -"'- -- ~ -- tl
_.. .__ _.,..._ t','
-- ,

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AMERICAN BEACHGRASS
OR LOVE GRASS ~

-N-

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JAPANESE BLACK PINE
WAXMYRTLE
PAMPAS GRASS

~

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5.0'
SHOULDER

, "/FT.

-

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3 3 l'i1I~~_

~.
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'5' VEGETATIVE
BUFFER

5.0'
SHOULDER

, "/FT.

-

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MIN~_
.
FM~'

/w

'/4"/FT.

, / 4" /FT.

'5'

TYPICAL RESIDENTIAL
ROAD SECTION
N.T.S. .
"All.l~1I

/w

, /4" /FT.

'/4"/FT.

(f)
c:::
0
(/) >-.
.....
w >
r- c:::
<( =>
(f)
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SHOULDER

, "/FT.

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15' VEGETATI'iE

~l
I
~~
0;J ~
.~~t
Wt,~~
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SHOULDER

N%5S'i5"(

.~ '-4~'~~-/~ ~p
i _____. . . - ~o R .
,I ~~. S'79'~6:l.6''" . "Ill C.'.R.CLE. _ ~__ -fl-'.
v< ~ _............-:: O~l'l 1'0 . J,9.'-~--
410.98' _ __ - CR __--:::::.uJ
- - - - - - ----CJ -- _---------- '----=-:S79'5S'is"\N
FM

'5'

TYPICAL ACCESS
ROAD SECTION
N.T.S.
"8".11811

___ 1181'1

S88'24'50"E

433.61 '

~ 1~ _ N'B8'24'50'....
15.88' - - - --
1-5.88'

---
N88'24'50"W I 418.86'
II II...-J-
N1T34'36"W 8
63.52'

CURVE
C1
C2
C3

RADIUS
1646.82'
1668.09'
150.00'

LENGTH
122,30'
122.30'
30.41'

TIE INTO EXISTING
FORCE MAIN

TANGENT
61.18'
61.18'
15,26'

CHORD
122.27'
122.27'
30,35'

DIRECTION
N800 ai' 33"E

DISTANCE
26.27'

it
i>~
~'~

ullllllil.<lIIUnltUI. .rJll! 1I..Jl'T'~,:~

----

-+

J'.'~'" .....,.
1:..;:.....'..\..'" . ..'
, ~,.,

NOW' OR FORMERLY
OCEAN SANDS

_ '2\.\9' -..\
C - , .
\

40'-
",RC. '" \2'3-

I
i

- ARC = 27.37

ARC = 33.45'

PROPERTY OF CURRIT~ COUNTY
(DB. 137 PG. 158) ,.

~~~..~ .....-'

'"

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'~~

GRAPHIC SCALE

BEARING
sn053'55"w'
sn052'l7"w
S85046'44""';

'~

200

I

100

I

DELTA
D4 015'18' !
04012'03'
11036'52'

( IN FEET )
1 inch = 100 ft.

N04'40'25"E
62.03'

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---~ FM ----

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Ii ALL WALI<WA'oSSII/IlL RENO \llOER 1IIAN6;NOR SHALL YIIEY Bt. LOCATED
CLOSER H/A'I /8 "A80.1: I:. ~ISllly1j GRADE
21lJNmlfRED DECKS S/WL BE '.'GRI:.A1E/? T/IAN 500 oq I' IN AREA.
I AM' S1IAF'E IS ACCEPTABLE)

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