General Permits (7705)

IF
x1
CERTIFICATION OF EXEMPTI
FROM REQUIRING A CAMA PERMIT ICOA14
as authorized by the State of North Carolina, Department of Environment, Health, and Natural Resources and the Coastal
in an area of environmental concern pursuant to 15 NCAC Subchapter 7K .0203.
Applicant Name Phone Number
Address
City State
Project Location (County, State Road, Water Body, etc.)
Type and Dimensions of Project
The proposed project to be located and constructed as described
above is hereby certified as exempt from the CAMA permit re-
quirement pursuant to 15 NCAC 7K .0203. This exemption to
CAMA permit requirements does not alleviate the necessity of
your obtaining any other State, Federal, or Local authorization.
Zip
This certification ofexemptionfrom requiring a CAMA permit is
valid for 90 days -from the date -of issuance. Following expiration,
a re-examination of the project and project site maybe necessary
to continue this certification.
I SKETCH (SCALE: )
7 ,
Any person who proceeds with a development without the con-
sent of a CAMA official under the mistaken assumption that the
development is exempted, will be in violation of the CAMA if there
is a subsequent determination that a permit was required for the
development.
The applicant certifies by signing this exemption that (1) the ap-
plicant has read and will abide by the conditions of this exemp-
tion, and (2) a written statement -has been obtained from adjaceht
landowners certifying that -they- have. no objections- to" the
proposed -work.
Applicant's signature
CAMA Official's signature
Issuing date
Expiration date
Attachment: 15 North Carolina Administrative Code 7K .0203

I. t•i�
k Mri �'M'y
IT JR::�
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
September 14, 2000
Plumlee Construction, LLC
P.O. Box 795
Oriental, NC 28571
Dear Mr. Plumlee:
Attached is a Certificate of Exemption From Requiring a CAMA Permit to repair existing
rock rip rap for the Town of Oriental.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the
yellow copy and the attached regulation (7K .0203) for your files and return the blue and
green signed copies to us in the enclosed, self-addressed envelope.
Your early attention to this matter would be appreciated.
Sincerely,
M. Scott Jones
Coastal Management Representative
MSJ/src
Enclosures
F1'IL tN AM6p.tLA `.`
MOREHEAD CITY OFFICE
HESTRON PLAZA II, 1S1-B HIGHWAY 24, MOREHEAD CITY NC 28S57
PHONE: [phone] FAX: [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10 o POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

CST-r;'-'r
v
__.
"T'�"' EXEMPTION
FROM REQUIRING A CAMA PERMIT
as authorized by the State of North Carolina,
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC Subchapter 7K .0203.
Applicant Name Tt,,1� o7 e,a `/e, urnLE= Phone Number Z 41�
Address_ ? c. x -{-t ti
City State » Zip zIF�e-1 I
Project Location (County, State Road, Water Body, etc.) C,.
f1�a U ?tar ift nlC.
Type and Dimensions of Project z Ex 15; �� tbCr e, p ZAP
The proposed project to be located and constructed as described
above is hereby certified as exempt from the CAMA permit re-
quirement pursuant to 15 NCAC 7K .0203. This exemption to
CAMA permit requirements does not alleviate the necessity of
your obtaining any other State, Federal, or Local authorization.
SKETCH
(SCALE: ,AL-, ` )
iTrito t5 r°tu—tr-c2az�ep
co Zoo. 4
770 rc;E-P A i iZ-
Gnu &C--
01 rr� ur LPs r�� 2
I�f `,gD -P,-1 Zrizm O �.
Any person who proceeds with a development without the con-
sent of a CAMA official under the mistaken assumption that the
development is exempted, will be in violation of the CAMA if there
is a subsequent determination that a permit was required for the
development.
The applicant certifies by signing this exemption that (1) the ap-
plicant has read and will abide by the conditions of this exemp-
tion, m a lace
t#re-
LA t Tit I fJ
�cc_c_ fDt� 1 e)Lr,E,-na
fl�7
P'r izo�2ixls
Applicant's signature t
CAMA Official's sianature
14 t�sePi
Issuing date
Attachment: 15 15 North Carc'ira �drninistrative Cede 7K .02 3

-JAN 01 '93 12:02AM
P.1
P1umlee Construction, LI.0
P.o.Box 795 Phone:2479
Oriental, NC 2e571 FAR: 262�MY1g-0s79
28571 email:
To:
Mr. Scott Jones
@Fax:
252.247.3330
From:
Plumlee Construction, LLC
Date:
Wednesday, September 6, 2000 @ 4:11PM
Re:
Seawall repair @ Oriental, NC
Pages:
4, including this
Per our conversation regarding the seawall repair along South Ave.
in Oriental. I was able to find these sectional views of the seawall
as it was origionally designed. Since then the elevation of the rip•
rap has changed along the wall, some 1500 feet, leaving more and
more of the vertical concrete exposed. The Town of Oriental has
asked my company to install additional granite rip -rap on top of
the remaining rip -rap to build up the elevation as needed to
reach the top of the existing concrete bulkhead shown in the drawing.
I have made some notes on the drawings in large print to help
identify the scope of the proposed repair. If any permits are required
I would appreciate your assistance.
l look forward to hearing from you.
Sincerely,
Bill Plumlee
Plumlee Construction

POINTS
REARING
DISTANCE Iml
POINTS
13EARING
DISTANCE Imo
SIR NO. 7 TO SIR MO- 2
NOO-OO-UOE
181.051
MOTEL 113 IBM 140. 1
56T-05-47V
g7.63-1
SIR NO. 2 TO SIR N0. 13S
1458JSD-45E
89.670
PAN 43 TO 1BY NO. 1
sea-36-ow
57.397
KOTEL TO SIR NO_ 1
SBS-97-507t
81.236
PAM 43 TO SIR NO. 1
S75-30-14V
41.459
MOTEL TO IBM 140� 2
NT4-09-43E
99.099
MOTEL TO SIR NO. 2
IT7S-19-10E
106.563
PAL 43 TO IBM 11D. 2
N61-07-27E
127.160
PAM 43 TO SIR NO- 2
NBI-l"IE
134-157
-
MOTEL TO SIR NO. 135 _
N67-32-54E
188.473
MOTEL TO TON NO- 3
N64-39-OIE
195.526
PAM 43 TO SIR NO. 435
M72-33-44E
225.431D
PAN 43 ID IBM NO. 3
146"8-40E
231.5711
ND. TA 1935 U-S-C.G.
BENCHMARK
DATA
WIGS 1963 U-S.C-G.
BENCHMARK
DAIA
POINTS
BEARING
DISTANCE Iml
POINT'S
_ BEARING
DISTANCE Iml
SIR NO. I TO NO- IA
SOD-27-IZW
353.044
SIR HO_ I TO HUGS
S92-42-51W
260.839
SIR NO. 2 TO ND. IA
S80-17-59W
534.092
SIR N0. 2 TO WIGS
591-36-09W
441.771
SIR NO. 435 TO NO. IA
S17-15-13W
618.610
SIR NO. 135 TO 1116S
S7T-46-41N
5Z5.395
16M NO- I TO NO_ IA
S79-49-1IW
336.97?
TOM NO- 1 TO WIGS
SOI-59-29W
244.632
TOM NO. ? TO NO. 1A
S80-13-26W
521.504
TOM ND. 2 TO 14165
581-32-SSH
429.171
TBM NO- 3 TO NO. IA
S76-15-12w
623.743
TOM NO. 3 TO M165
576-37-S1W
S30.B40
NOTES:
I. ALL BEARINGS ARE HAGNETIC.
2. TBM'S NO. 1. 2 a 3 ARE NAILS SET IN POWER POLES
APPROX. 305 mn ABOVE GROUND.
3. ALL ELEVAITONS ARE IN METERS AND ARE REFERENCED
TO LSL I19291.
4. THE CONTRACTOR SHALL REMOVE THE EXISTING CONCRETE
SIDEWALK AND, CURB 6 CUTTER FROM WITHIN THE LIMITS
SRO111T ON THE DRAWINGS AND ALL PIPE RAILING. THE
CCN7RAC70R SMALL DISPOSE-CF THESE MATERIALS OFFSITE.
5_ IN REQUIRED PAVEMENT REPAIR AREAS THE CONTRACTOR
SHALL SAW CUT AND REMOVE THE EXISTING PA'4CWMr AND
UNOERLYING PAATERIAL TO A 0fP7H AS REQUIRED FOR
PLACEPE14T CF ABC AHO I-1 TO PROVIDE POR EVEN TIE-IN
UITH EXISTT10G PAVEMENT_ THE CONTRACTOR SHALL DISPOSE
OF THESE VATERIALS OFFSITE.
6. IN PERF(I MINK THE REQUIRED PAVEMENT REPAIR THE CONTRACTOR
SMALL. GENERALLY CONTINUE THE CROSS SLOPE OF THE EXISTING
PAVEMENT. IF REQUIREO To PROVIDE POSITIVE ORAINOWE TO
THE MALL CAP SCUPPERS. THE CONTRACTOR SHALL VARY THE CROSS
SLOPE OF THE REQUIRED PAVEMENT REPAIR TO ENSURE A UHIFORN
GRADE IS PROVIDED ALONG THE SIDEWALK PAVEMENT INI"SECTICN
WITH THE WALL CAP. IF VARIATION FACIA THE EXISTING PAVEMENT
CROSS SLCPE IS REQUIRED. THE TRANSITION TO THE NEW SLOPE IN
71HE REOUIRED PAVEMENT REPAIR AREA SHALL BE GRADUAL. NO
ISCLAIED L16W AREAS WHICH RETAIN WATER WILL BE ALLOYED IN
TTIC FINISHED FAVENEMI SURFACE.
T. PAVEMENT OUTSIDE 6F THE CONSTRUCII11I4 LIMITS. YNICH
IS OAMLGEO BY THE CONTRACTOR DURING THE LIFE DF THIS
CCHTRACT SHALL BE REPAIRED BY THE CCNTRACTOR AT NO
DIRECT COST TO THE GOVERNMENT.
TOM NO. 2
ELEV- 2-019 In
FLAG POLE
0
O
�o
PP
SIR
FgM
I HE REMCNED)
BENCH MARK DATA
I. 1963 t6lCG BENCH MARK MISS. ELEV.
1.942 rte TS LOCATED AT THE JUNCTION
OF WALL Sr. AND SOUTH AVE. APPROX.
7-325 m NORTH OF THE CENTERLINE OF
SOUTH AVE. AND 7.315 m EA57 OF THE
CENTERLINE OF WALL ST.
2. 1935 ikSCG BENCH MARK NO. IA. ELEV.
I.896. IS LOCATED APPROX. S93 m SCIITHEASI
OF THE POST OFFICE ALONG STREET. 7.559 m
SOUTH OF THE EXTENDED CENTERLINE OF SOUTH
ST.. 19.202 m NEST OF AND ACRJSS STREET
FROM THE NOR7MAIEST CORNER OF A CONCRETE
BLOCK BUILDING. NEAR THE BAY PACKING
C40NPAAY BUILDING.
APPAW. LOCATION OF
EXIST. PIPE RAILING END
1SEIE PLATE P-1 TOR APPROX.
LOCA71EN DF OTMER END OF
EKISI. PIPE RAILING)
D
a
s
TON Na- 3 0
ELEV. 2.481 DO me
FH 'O'
o -
gj q�"" SIR
04
TOP OF EXIST. RI
L d TTGUER BULIIHE'
-P
O �
D
m
cn �
-A 1 l lD
1

1.860 1.680
�i
1.550 3)0 1.250 tip NON-PARKIKG7
610
i
ASPHaiT SIDEWALK 2.050 1% PARKING)
EXISTING STEEL PIPE Ra]U NC t-2% SLOPE 1
TIMBER RAILING SEE PLATE 5-2
Ila BE REWOYEDI 50 0I1UY1NOlK CONCRETE
TYPE 1-1. PRINE COAT
9
230 AGGREGATE
BASE COURSE )ABC)
CONCRETE CAP WIA-M15
AND n,0 STIAUPS 300 OH CENM(S)
EXISTING 302 CK"ROUT i
FILLED [TO BE AEMGVED]
1\\
^�
W
N
WHEEL STCP
SEE OET. PLATE S-3 a
/
>
TCP OF CCUCRETE CAP [LEY. 1_"ND
fV
BISTING RIPRAP ITO REaA1Nl
CONCRETE BULKHEAD
_
3
MOT CLASS 1
•�'
TOP OF EXISTING CONCRETE BULKHEj
[XISTIMG CONCRETE BLILK.4EAB SELECT BACKFILL 1 --
- (�'
�fJn
•`
SIZE IS APPROXIMATEr/w
FILTER FABRILJ
�)r
W,6I®e/nd r
EXISTING TIMBER CUT-OFF
WALL 2.000 t+/-1 LONG
" 1
n15 600 ON CENTER 1Nfl0UGH HOLE i
x
O APPROXIMATE rniEA SURFACE
I x
1
n
—
+o---� C.
'� �sZ"rnrGr 0
STEEL l 91 5ILE PZ27
610 AREA=,1.91 SO- 14.
'
� r e /V
�j r e t6-
TMICKNESSaq.37S M.
i=27G.7
1
Sx=30.2 IN PER Llr. FT_
Y �i
i
AUD NCDOT CLASS I RIPRAP
AT OEPRESSIUMS ALONG
-
TGE OF WMIFIED BULKHEAD.
EXISTING TIMBER CUTCFF WALL
,� SECT I ON EX ! ST ! NG) Mawr( a� aR E ��JT�t t�
SECTION QN
(NEW)
2
-O
n2„
/—REQUIRED PAVEMEIIT
/ REPAIR AREA
flE0U1R£0 PAVEMENT
REPAIR AREA
CDNCAETE WHEEL STCP
SEE PLATE S-3
ASPHALT SIDEWALK
N
W
Q
4
.39D 1 a90 0
.Z.SD�- D �TYV � 5.550 n=
7
100 SOLID
MHITE LINE tTYPI
S-3
G57 ITVP)
)
i
_ --_ r
NEW WHEEL STOP LTYP

I
FENCE
FLAG POLE
O
O Y
O
Tr1
o r
-f1
'O
Itl
EXIST. CURB A CUTTER
Z
N.CGS` PAIR 43 --�C o
o _LEV.V ?_030 m �lP o
t
pp
NMV
O j D Tn e
_ -MV
Ln
EXIST. CC1NC.
OTEL
Z
oSIDEWALK
IYATE
- -==-='----- --
•�
OE FST
pAVE�HT`_—
CB
C® so
WV
f-AlsT-
LSAT tog cf _ V'3CY
-
= =
APPROx.
- _ S()U
_: -"__ - - - •---
l'
BASELINE
-REIOVE THE FIRST SPAR OF THE
EXISTING PIER 10 FACILITATE
CONSTRUCTION. REINSTALL FIRST
SPAR IN ACCORAANCE WITH SECTION
EXIST_ CURB AGLITTER
CID BE REMCVEDI 9
EXIST. CONC. SIDEWALK A PIPE n
RAILING 1TD BE REMDVEDI
REMOVE FIRST. CCIHC. SIDEWALK
AND CURB A CUTTER
�MJAJ C + f
APPROX. LOCATION C/ .�J) p •p)(J S "A)C ! ^N(f _ EXIST. COHC. CUTEwpk!KTER
j?j ^�p A� f� - V
AND CURB A GUTTER JOIRT I!l` RQ 5 �•�I�
`APPROX. LOCATION OF tvr-(ISE R/vLfT
EXIST. PIPE RAILING ENO
(SEE PLATE P-2 FOR APPROX.
LOCATION OF OTHER END OF
EXIST. PIPE RAILINGI
X. TOE OF
RIPRAP
TOM
LOCATIONS
Im7 POINTS
BEARING
DISTANCE (m)
MOTEL
TO
IBM NO.
1
S67-OS-42W
97.637
PAA1 43
TO
TOM NO.
1
SOO-36-0TN
57.397
MOIEL
TO
TBM NO.
2
N74-O9-43E
88.099
. PAW 43
TO
TOM N0.
2
NOI-07-27E
127.160
MOTEL
TO
TOM NO.
3
N64-39-OIE
195.526
PAM 43
TO
IRM N0.
3
N69-58-4OE
231.576
NOTES_
1. ALL BEARINGS ARE MAGNETIC.
2. TBW S NO. 1. 2 A 3 ME MAILS SET IN POKER POLES
APP(1OX. 305 rvm ABOVE GRCUND_
3. ALL ELEVATIONS ARE IN METERS AND ARE REFERENCED
TD MSL 11929j.
4. THE CONTRACTOR SHALL REMOVE THE EXISTING CONCRETESIDEWALK AND CURB A CUTTER FROM WITHIN THE LIMITS
SHGWN ON THE DRAWINGS AND ALL PIPE RAILING. THE
CONTRACTOR SHALL DISPOSE OF THESE MATERIALS OFFSITE.
S. IN REQUIRED PAVEMENT REPAIR AREAS THE CONTIACTOR
SHALL SAW CUT AND REMOVE THE EXISTING PAVEMENT AND
UNOERLYIRG MATERIAL TO A DEPTH AS REQUIRED FOR
PLACEMENT OF ABC ANO 1-1 TO PROVIDE FOR EVEN TIE-IN
WITH EXISTING PAVEMENT. THE CONTRACTOR SHALL DISPOSE
Of THESE MATERIALS OFFSITE_
APPROX. TOE Of
EXIST- RIPRAP
LEGEND
0 FH
F IHEH'IORANT
- WV
WATER VALVE
WF
WATER FOUNTAIN
0 LP
LIGHT PULE
O PP
POWER PULE
—CIE—
DVEAHEAD ELECTRIC
❑ CB
CATCH BASIN
O DI
CROP INLET
Mil
MANHOLE
O SIR W. 1 SET IRON HOD
x TOM NO. 1 TEMPORARY BENCH MARK
© PAMI
PESNANUST BENCHMARK
BI-t
BORING
Q WM
WATER METER
—SO—
STOW DRAINAGE LINE
TREE
EXISTING CONTOUR IMETERI
CONC.-SIOEVALK AND CURB
A GUTTER TID BE REMOVED
Im
usar 1r_:
al En�rrus
roa:.l o, Db-
REOUIREO PAVEMENT REPAIR AREA
U.
7
BENCH MARK DATA
0
si �.
1. 1963 USCG BENCH MARK 11165. ELEV.
1.942 m. IS LOCATED AT THE JURCTION
�� a
OF WALL ST. AM SOUTH AVE. APPROX.0
7.925 m NORTH OF THE CENTERLINE OF
a p°
SOUTH AVE. AND 7.315 m EAST OF THE
z -
CENTERLINE OF WALL ST_