19900128 Ver 1_Application_19900807

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j~~`:~.•31~~ ~ti~f.~ Y,~[4`~.'~it fl~l~~~~.`~`si r 1.?`~'IFICA'l~itllV
TP'cc' ?~E~~;,a tmerlt of ~?!~v:i_xor~.ntent, F~iealth and *Iatural kesourc~s
P-l~::eei~y clivc~s pu.l?I:ie ilotiee as re<:3..ai.red t?y PJCGS ].13A~-11~?(b) and
143-215 3(a}(1)(c) that `I'iM ~F'?~_c-~~~M of C>rlrr..ituck Col:nty, filed an
app]_i.caf ion an r7ul_y 6, 190, fUr a }~~eir?"tlt from tYte Division of
Coast~~l I~«rlayc~rt<s!~l: to ,'e~,°E:~lo~~ i.n an ~.r~>a ref Rnvit~or~nt=ntal Concern
and for cert.ificati_on from t-tle Di.vi_~ion of Envi_rc~!~snental
i~''•:ir:_?~jc'e~('I~lt: "~ilat a dtsc~ha'~-~3e of f:.i.] 1 ':•~:3i trial in projE~ct ~•;etl~~nt?s
will riot vin?.~~tc=~ F~p~~.lic.:1~I.e ~•tat.t.1r <,t,~lity sfa.i~cartjs.
-~ Ac.co-r:di.ng to said app? it?~ftivn ~~.'T_M 1.3t1r"?C`I3A.'~I prod?cses to ri17r~~p
208' of sho~el.i_nF~ a ma~irn>_ta7~ of_ 15' ~h~aterw~3rd of ;t~can Pti.gh ~~•~ater
pit D7:o~E~t:ty 1_oc:~~tc•d i1Z Gr'iC~~js A<_':~:F'S c?i_f_ ~R 1263 dt ~~~il~t Is'~ar1~c?r-
Ct.~r.r_ it?rck Cor!!~li~y, NC.
A copy of t?~e erlt.ire ~!_~~pl_ieati{?n a!!d ~~c3di_ti.of~al ~nforir:~~t:.i_c;n
rttay he e~:~r~incd (or copies furn.slzeci upon x~yq~_te~5t znd pa~l7tcnt of
r_c~~~r.oduct.ion ccJSts) Burin<~ r,orrr..al I:>l_i~~.inc~ss hours at the office of
` M. Toe3d gall, Divi_cion of Coastal M~a!x~~geritc~nt, Ic<...ted at the
l'~.ivasaon of Cc;a~tal xf,~rz~<~z~~~;EF~nt, .R.ouce 6 Dox 203, Elizai?eth City,
N.C., 919/%r4-•~~'FO1, and/or tP-!e o~`fic~e of_ De?or%~.h S<<•~Y~er, Divi_siora
of I~nV1tUr11 ~r'rt` al ~'':c~r.c~~~~'li~i'rlt, Nt~_CD P<c}c3i_or'al T''1_E'].d Uf.P~].t=e,
~v:35ftiil~jt:on, N.C., 919/264-3'901.
TZte r)iv lion of P?l~v.i r_c ,!;,<:=i7`al Lt,p~,,-~t,c~i'~~,rlt p:r.c~~;;?scs to take
final GE.i-_<?n on this ~~<~tE~r g~~ali.ty ~:rztific•~ tion can or ht~f_or_e
T?.l~st.:5t' 26, 1990. The 1~=:~U~:'ic~E3 of t. Pte C.`?~i°IA ,°T~jOr i~c~'~c~lU~~~:c'zltt
'
t~c_::rm.i_i.. ~t±?t:i the St~ctit:,n 401 Ct>>rt.ifi.c~i-.ion may cicv%~:t~ rlis
f_r«.n t.
~.ro~c:c_ted date t?r~e!~t97.?iy ~>~aon t_I,e refute of tine c ~ ?nril~~~!!ts
suP~!~cifMtc:d rY?~c~ <<~~r_ ~,_~f,~..<=r1t ftt~,~ !_ ~ rl~5 i~:~~ t <<t~y r_,; ~~,"~.! 1 t.
?ill `t ~ c;."~ 5 Ca `i r _27(j t0 r •yrU t ,; k_.t:~'!!t S c;il~`5! j_tj C7o `'O l.n
wr_iti_r~g to ~.c~t~~t~r 5r_.PieCte7r, 1~i_zF~rt_or, D7_v7~~~on of f,?~~~'I..a_L
t-*.~.r,~~~;t.tT~;~r.~t, P.n. ~~?x ?7G87, S ~if~zt,~h, N.C 21611, ~~r~c>r to
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1=sax 27637, ralc~i~~h, N.C., 27611, i~~:ior ~.o ,~.u~~t!st :~a, i9~30 :ior_
(<C;,v~tiTt3E?rcitirn :in Lie ~~.'%iLF,r <~t!%3~'ty L:F=?_i 1.~i_c.cit_i_GTl c=(_c"'.Gi.~?n. T~('.ter
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DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
,~--'.
Comments concerning an application for State Federal CAMA Permit(s) from ;~;r
~,~i.'/ %?iri'Y~ T~ ~ d%~~-/r~/ i /,:'~i~/> :~i~il~!/~i ~!i~Ii.~i /~1~ .`/i/~r /;,ic, t~
A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
This office has no objection to the issuance of the permit(s) for the proposed
project with the following conditions:
X That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project. Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
or after
_~_ The proposed project is certified
under General Certification
A)
B)
C)
No. 1179 issued on Jamuary 25,
1977, for sewer line construction
No. 1272 issued on November 10,
1978, for bulkhead construction.
No. 1273 issued on November 10,
1978, for discharges of liquid
effluent from diked upland disposal
areas.
D) No. 1431 issued on October 16,
1980, for boat ramp construction.
No. 1664 issued on September 8,
1983, for Rip-Rap Placement.
F) No. 1665 issued on September 19,
1983, for incidental bridge
construction.

'"- WATER QUALITY SECTION "
DIVISION OF ENVIRONMENTAL MANAGEMENT

DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
~-
PROJECT NAME : .-...-~ ( ,..,.,,~
COUNTY : ~~ _ /PROJECT ~( : Qb - O ~. ~ - C-
STREAM OR ADJACENT WATER BODY: /f,/owQ.[. ~.~.,~ CLASS : _~13
BASIN: ~~ OPEN OR CLOSED: (FOR SHELLFISHING)
STORMWATER PLAN REQ'D:_ ~( (Y OR N)
IF YES, DATE PPROVED: -/
PROJECT DESCRIPTION: ~ ~ .r ~ ~T. ~-,~ ll ~~~~
ASSIGNED T0:
DATE APP. REC'D.: rJ (YY/MM/DD) JOINT NOTICE /( _(Y/N)
INITIAL REPORT: U D (YY/MM/DD) RECOMMENDATION:'J.'. ,~s<<
FINAL REPORT: g D U`} D ~ (YY/~/DD) (ISSUE/DENY/OTHER)
WATER QUALITY CERT. (401)
CERT. REQ'D: (Y OR N)
IF YES: GENE~R~AL~~CERT:~(Y OR N)
TYPE GEN:--~J3_1='~~ (INDIVIDUAL CERT:_
(BULKHEAD, BOAT RAMP, ETC.)
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED SEPTIC TANK, ETC.)
TO BE PERMITTED BY: (DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE?_(Y OR N)
WATER/WETLAND FILL
AREA OF FILL: WATER: / 2 U
WETLAND: /
IS FILL ELIMINATING A SIGNIFICANT USE? N (Y OR N)
.., ,.
DREDGING ~.,,~ -',
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF~',,=
RESOURCE? (Y OR N)
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? (Y OR N)
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: - `-~~
MARINA SERVICES: ~~'° ~ ~,___, :`_ '•~'
OXYGEN IN BASIN:
CLOSURE OF SHELLFISHING WATER:
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
cc: WaRO - Mills - Central Files - DCM: J. Parker, Morehead City,
Washington, Elizabeth City

OFFICE OF COASTAL MANAGELKEN'P Lat:36°04'56"
FIELD INVESTIGATION REPORT Long:75°47'57"
1. APPLICANT'S NAME Tim Beacham
2. LOCATION OF PROJECT SITE Off SR 1163, Griggs Acres, Point Harbor,
Currituck County on the Albemarle Sound. Photo Ref: 1989 -
42-12; 0-12 1984 -..1.27-711; 5-9
3.
4.
INVESTIGATION TYPE: DREDGE & FILL X
INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 6/19/90
(B) WAS APPLICANT PRESENT Yes
5. PROCESSING PROCEDURE: APPLICATION RECEIVED July 6, 1990
OFFICE Elizabeth City
6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Currituck County
LAND CLASSIFICATION FROM LUP Rural
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP None
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: YES NO X OTEiER
(D) INTENDED USE: PUBLIC PRIVATE X COMMERCIAL
(E) TYPE OF WASTE WATER TREATNIEN'P: EXISTING Drainfield
PLANNED None
(F) TYPE OF STRUCTURES: EXISTING Single family residence/garage
PLANNED None
(G) ESTIMATED ANNUAL RATE OF EROSION SOURCE
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
(B) NON-VEGETATED WETLANDS:
Shallow water habitat
(C) OTHER:
(D) TOTAL AREA DISTURBED:
AREA
DREDGED FILLED OTHER
3120 sq.ft.
3120 sq.ft.
CAMA X
8. PROJECT SUMMARY: The applicant proposes to riprap 208' of
shoreline a maximum of 15' waterward of an existing deteriorating
bulkhead. __

Tim Beacham
Bio Report
Page 2
Site Description
The applicant currently owns land adjacent to Albemarle
Sound off SR 1163 at Griggs Acres, Point Harbor, NC. A single
family residence with detached garage currently exist on the
property. The northern and southern boundaries are marked by
residential lots. The western boundary is marked by 208 feet of
failing bulkhead. The property is located on a small bluff
dominated by loblolly pine (Pinus taeda) and lawn grasses. The
Division of Archives and History has designated a large portion
of the area, including this lot, as having archeological
significance.
The northern adjacent lot
15 feet waterward of normal
stabilized at this point with
to the slope of the shoreline.
is presently bulkheaded.
has existing riprap, an average of
water level. This riprap has
a historic movement waterward due
The southern adjacent shoreline
The applicant proposes to riprap 208' of shoreline on a 1.5
to 1 slope, a maximum of 15' waterward of normal water level.
The applicant currently has been issued general permit #7095-A
for riprap 5' waterward of normal water level. This work has not
been initiated. The applicant feels that 15' waterward of normal
water level is the minimum which will stabilize the shoreline
without riprap movement, due to the height (8 feet above bottom)
of the bulkheaded embankment.
Anticipated Impacts
The riprap will impact approximately 3,120 square feet of
shallow water habitat. Some localized, short-term turbidity may
result from the placement of riprap.
CAMA Review
The project is consistent with the rural classification in
the Currituck County LUP.
Submitted by: M. Todd Ball
Date: July 19, 1990

t Please type or print. Carefully describe all anticipated
development activities, including conswction, excava-
tion, filling, paving, land clearing, and storrnwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Jay Johnson
Address 934 Kitty Hawk Road
City Kitty Hawk
State North Carolina
Zip 27949 Day phone [phone]
Landowner or X Authorized agent
b. Project name (if any) N/A
c. If the applicant is not the landowner, also give the
owner's name and address.
Tim A. Beacham
P.O. Box 1045
Kitty Hawk. NC 27949
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
Off S.R. 1163
b. City, town, community, or landmark
Griggs Acres, Point Harbor
c. County
Currituck
d. Is proposed work within city limits or planning
jurisdiction? Yes
e. Name of body of water nearest project
Albemarle Sound
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Dcscribe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Refer to CAMA General Permit
No. 7095A
Need for additional rip-rap.
RECEIVED
rv~ll ~ ~-7~"
If you plan to build a marina, also cdifi ~a~pnd
attach Form DCM-MP-2. '
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private, or
commercial use?
Private
d. Describe the planned use of the project.
A private boat launch for recreation
and to stabilize shoreline from erosion.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1.45 Acres
b. Size of individual lot(s) 1.45 Acres
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
9.0'
d. Soil type(s) and texture(s) of tract
Conetoe T~oamy Sand CNA
e. Vegetation on tract landscaped yard with many
large loblolly pines.
f. Man-made features now on tract house, garage,
driveway.
g. What is the LAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
Residential
i. How are adjacent waters classified?
EstQarine - SB
j. Has a professional archaeological survey been
carried out for the tract? No if so, by whom?

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development. N/A •
a. Type and number of buildings, facilities, or
stnrcturesproposed
b. Number of lots or parcels
c. Density (Give the number of residential units and the
units per acre.)
d. Size of area to be graded or disturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation 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
Resources?
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management?
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
j. Have these facilities received state or local approval?
k. Describe existing treatment facilities.
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
dov+~n").
m. Water supply source
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways orprovide new access.
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor?
6 EXCAVATION AND FILL
INFORMATION N/A
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
M1IW
Upland sill
areas
b. Amount of material to be excavated from below
water level in cubic yards
Lenbth Width Depth
c. Type of material
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards

f. Dimensions of spoil disposal area
g. Location of spoil disposal area
h. Do you claim title to the disposal area?
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance?
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
k. Will the fill material be placed below mean high
water?
1. 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 equipment
to project site? If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap 208
c. Shoreline erosion during preceding 12 months, in
feet None
d. Type of bulkhead material N /a
e. Amount of fill, in cubic yards, to be placed below
mean high water 294.67 cubic yards .
f. Type of fill material broken concrete with
dress stone - granite.
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
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 forward a copy of the
decd or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
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 18 high
yuality copies are provided by applicant. (Contact the
U.S. Array Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat rcyuircmcnts and it must be sufficiently detailed
to guide agency personnel unfamiliar wilts the arcs to the
site. Include county road (SR) numbers, landmarks, and
the like.
A storrm~~ater 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 comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
b. Average distance waterward of mean high water or
normal waterlevel 15

Name George G. Joyner, III
Address 324 London Boulevard
Portsmouth, VA 23704
Name Larry Woodhouse
Address P • 0 • Box 610
Grandy, NC 27939
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Gen. Perm. X6001-A - Issued 7/19/89
CAMA Gen. Perm. X7095-A; Issued 6/19/90
A check for $100 made payable to the Department of
Health, Environment & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is the S~-day of ._ u , 19~.
~ ,
X fib `L`
Lan owner or Authorized agent

i~~Cf~~~~D 1
CONSTRUCTION SPECIFICATIONS OF PIER & RAMP ''p!'I ~ ~9n
c.;.;..
~ ~4+...tR .}D
MATERIAL: All posts to be 2.5 salt treated; all hardware to be hot-dipped
galvanized.
POSTS - 6x6x10' to 16' 2.5 salt on 10-foot centers (depends upon depth of
water and height of rails/posts).
- 8' down below sand level.
- 4' - 8' above sand level.
*Piers with rails or posts which extend above decking, the posts will
be incorporated within walkway space.
GIRDER SYSTEM - All lumber to be .4 salt (joist, stringers, etc.).
- Joist - 2"x8" every 2 feet.
- Stringers - 2"x8" on both sides of each piling.
DECKING - 2"x6" salt lumber (2.5 for lower 10' of ramp and stairs).
BOLTING - Stringers to be bolted with 5/8" bolts which support 2'x8'
joist.
CROSS BRACE - Every 20 feet - 2"x8".
GAZEBO - 10'x10' octagonal with roof and bench system - seven (7) sides.
- All lumber .4 salt treated (except posts).
- Girder - Joist - 2"x8".
- Decking - 2"x6".
- Bench Seats - 2"x6".
- Post - 6"x6" - 2.5 salt treated.
- Roof Joist - 2"x8".
- ~" plywood/cedar shingles.

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