46177_SEA MIST CAMPING RESORT & KNOTT, WALTER_20061207

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❑CAMA / Cl DREDGE & FILL
GENERAL PERMIT
❑New ❑Modification ❑Complete Reissue ❑Partial Reissue
Previous permit #
Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources �� /
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC �-'
A/ ,:, % � O Rules attached.
Applicant Name / 141/S I f ; a�.. s ��,�e,7 a Project Location: County !t; _ v s«i<iC
Address / Ff! f! 7(-, ; >,, a Ati e ,^�� .5�-/✓ Street Address/ State Road/ Lot #(s)
City :/l< ';'c State'VC ZIP 2 C% 6
Phone # (`) Fax # ()
Authorized Agent%� Ale,
Affected [I CW DEW 9 PTA �J ES ❑ PTS , y
AEC(s): 0 OEA ❑ HHF ❑ IH ❑ URA ❑ N/A
❑ PWS: ❑ FC:
ORW: yes / no PNA yes / no Crit. Hab. yes / no
Subdivision
City 'i,� ZIP ;
Phone # ( ) River Basin
Ad'. Wtr. Body < ( �' r fiat /man /unkn
1 Y � i
Closest Maj. Wtr. Body f / 1 ✓ -'
Type of Project/ Activity
(Scale: /✓% )
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number !
Bulkhead/ Riprap length
avgdistance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
—
—
_
ff.
Shoreline Length 7
SAV. not sure yes t!no
Sandbags: not sure yes
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
—I
I—
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❑ See note
on back regarding
River Basin
rules.
Agent or Applicant Printed Name i s
Signature Please read compliance statement oh back of permit
r
Application Fee(s) Check #
Permit Officer's Signature
12 /O �,
Issuing Date ? ` EXpiri�o-Date
Local Planningf urisdiction Rover File Name

A
Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar - Pamlico River Basin Buffer Rules J Other:
l Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Central Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
400 Commerce Ave
Morehead City, NC 28557
202-808-2808/ 1-888-4RCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 06/29/05

AREA AGAINST
PIPE UNDISTURBED SOIL
2"
V-0" x V-0"
4"
V-2" x V-2"
6"
V-6" x V-6"
8"
V-9" x V-9"
10"
2'-2" x 2'-2"
12"
2'-8" x 2'-8"
PLACE 20 GA. GALV.
SHEET BETWEEN PLUG
AND BLOCKING 90' BE
PLUGGED END OF PIPE
OR FITTING
AREA AGAINST
PIPE UNDISTURBED SOIL
2"
V-0" x V-0"
4"
V-2" x V-2"
6"
V-6" x V-6"
8"
V-9" x V-9"
10"
2'-2" x 2'-2"
12"
2'-8" x 2'-8"
AREA AGAINST
PIPE UNDISTURBED SOIL
2"
1,4' x V-0"
4"
V-0" x V-0"
6"
V-3" x V-3"
8"
2'-0" x 2'-0"
10"
2'-6" )c 2'-6"
12"
T-0" x T-O"
45'
22 1/2' BEND
AREA AGAINST
PIPE UNDISTURBED SOIL
2"
V-0" x V-0"
4"
V-0" x V-0"
6"
1'-3" x V-3"
8"
V-6" x V-6"
10"
T-O" x 2'-0"
12"
2'-3" x 2'-3"
NOTE:
PIPING LESS THAN 2" IN DIAMETER SHALL HAVE
THE SAME REQUIREMENTS AS 2" DIAMETER PIPE
AREA AGAINST
PIPE UNDISTURBED SOIL
2"
V-0" x 1'-0"
4"
1'-0" x 1'-0"
6"
V-0" x V-0"
8"
V-2" x V-2"
10"
V-6" x V-6"
12"
V-8" x V-8"
DETAIL — CONCRETE THRUST BLOCKING
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
_
ABOVE TOP OF PIPE
I I-
:I
_-_-_-_-_ _
UNDISTURBED EARTH
_ - -
FIPE
METALLIC NOTES:
BEDDED PIPE-------,
-
-
TRACER TAPE 1. PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4"
BELOW BOTTOM OF PIPE WHEN
SHAPED SUBGRADE
ROCK OR UNSTABLE CONDITIONS
SHALL PROVIDE BEARING
_
ARE ENCOUNTERED.
ALONG ENTIRE LENGTH
II1=
III
OF PIPE BARREL
2. BACKFILL SHALL BE FREE OF
1/2 PIPE O.D. ROCK LARGER THAN 2" IN ANY
DIRECTION (NO ROCK LARGER THAN
„
24 + O.D. MAX. WITHIN 12" OF PIPE) AND FREE OF
12" + O.D. MIN. DEBRIS AND ORGANIC MATTER.
COMPACT TO 95% MAXIMUM DRY
DENSITY.
PVC PRESSURE PIPE
INSTALL TRENCH WITH A
NOTE: CO=SHORING
MINIMUM EDGE OF PAVEMENT TO
TRENCH DEPTH FALLS WITHIN 1:1
SLOPE, AREQUIRED.
HAND PLACED
DENSELY COMPACTED
VOTES:
BACKFILL TO 1 FT.
--- _ - ---
IF
1. BEDDING SHALT_ BE NATIVE SAND WITH
ABOVE TOP OF PIPE
1I
--- - - - -
NO ROCK LARGER THAN 3/4" OR #57
STONE.
BEDDED PIPE
_
- PIPE
_-
-_
- -
-_
_
D/6 2. BACKFILL SHALL BE FREE OF ROCK
BEDDING
�i'
LARGER THAN 2" IN ANY DIRECTION
_ >1 „
(NO ROCK LARGER THAN 3/4 WITHIN
12" OF PIPE) A14D FREE OF DEBRIS
rcm i'il
_AND ORGANIC MATTER. COMPACT TO
r
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95 % MAXIMUM DRY DENSITY.
D/8 (4" MIN.)
SHAPED STONE
TO PROVIDE BEARING
24" + O.D. MAX.
ALONG ENTIRE LENGTH
12" + O.D. MIN.
OF PIPE BARREL
NOTE: CONTRACTOR SHALL INSTALL TRENCH WITH A
MINIMUM 1:1 SLOPE FROM EDGE OF PAVEMENT TO
TRENCH DEPTH. IF TRENCH DEPTH FALLS WITHIN 1:1
SLOPE, ACTIVE SHORING IS REQUIRED.
DI PIPE
4
DETAIL — PIPE BEDDING
a
NO SCALE
O
O_
V
L
12" (FL-MJ) PLUG VALVE
W/ BOX SEE 2/SD-1
/ 12" PVC FM. SEE PLAN
AND PROFILE SHEETS FOR
L s CONTINUATION
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�— 12" DIP (FL —FL) SPOOL PIECE,
NOT TO EXCEED 3' MAX. LENGTH. OVERSIZE
- MFG. MAXIMUM FLANGE TO MATCH HDPE 14"
BEND RADIUS PIPE FLANGE
FIELD BUTT FUSE 14" FLANGE ON
14" HDPE INSTALLED BY HDPE PIPE
NOTES: DIRECTIONAL BORING
1. PIPE TO BE LEFT IN PLACE 24 HOURS BEFORE PROCEEDING WITH TRANSITION
CONNECTIONS.
2. CONTRACTOR TO EXCAVATE TO SUFFICIENT DEPTH TO LAY HDPE PIPE ENDS
OVER WITHIN MANUFACTURER'S RECOMMENDED LIMITS TO ACHIEVE TRANSITION
TO TRENCH CONSTRUCTION
7 DETAIL — DIRECTIONAL BORE
NO SCALE
NO SCALE
18"
.4
•, d i
�• 4 .
CAST IRON COVER
18"x18%6" CONCRETE-�
SLAB OR USE CAST IRON
PRECAST COLLAR VALVE BOX
MUELLER OR
PPROVED EQUAL
a
SMOOTH GRAVEL
TRACER WIRE
`—TYP CONCRETE SUPPORT;
PRECAST DONUTS OR 6" OF GRAVEL MAY BE
USED FOR 12" AND SMALLER VALVES
DETAIL — VALVE AND VALVE BOX
NO SCALE
3/4 CHAMFER C� 2" BRASS MARKER
EACH CORNER PLATE W/ANCHOR
BRASS MARKER PLATE q
4"x4" SQUARE -� M
4-#3 RE -BAR " PLATE W/DIRECTIONAL
ARROW POINTED TO
VALVE & DISTANCE TO
EXISTING GROUND
NEAREST FOOT
c
PRECAST CONCRETE i NOTE 1: FORCE MAIN LINE VALVE MARKERS
SHALL BE PAINTED FEDERAL SAFETY GREEN
2'
POSITION PIPE TO PROVIDE
%:f', "'% . • EASY ACCESS INTO MANHOLE
NOTES:
1. SET TOPS OF MANHOLES 2" ABOVE
NATURAL GROUND OR FLUSH WITH
PAVING IN TRAFFIC AREAS.
y 2. REFER TO SPECIFICATIONS FOR
REQUIRED MANHOLE DIAMETER.
12" DIP THROUGH MH, TYP. (FL -PE
OR FL-MJ TO MATCH FM PIPING)
PLAN
MANHOLE FRAME & COVER ORADE RINGS FOR HEIGHT ADJUSTMENT
HEIGHT VARIES)
2-1 /2"
op
MANHOLE STEPS
r '•': / —FLAT TOP MANHOLE
j VALMATIC COMBINATION AIR/VACUUM
RELEASE VALVE
2" DIA. 316 SS NIPPLE (THREADED)
;. 2" LEVERED S.S. BALL VALVE (THREADED)
.
�,..' 2" DIA. 316 SS NIPPLE (THREADED)
12" x 6" TEE (FL)
(0
r 12" GRAVEL BASE
SECTION
DETAIL — AIR RELEASE VALVE ASSEMBLY
6"CABC
30" MIN
r SEE PIPE BEDDING DETAIL
NO SCALE
NOTE: SUBGRADE PREPARATION, BASE POST (4,000 PSI) �y AND MARKED AS FOLLOWS: MV - MAIN VALVE
AND PAVING SHALL BE CONDUCTED IN AV - AIR RELEASE VALVE I �I
ACCORDANCE WITH NCDOT STANDARDS PIPELINE - PIPELINE MARKER
AND SPECIFICATIONS. TRACER WIRE
2" SURFACE (SECONDARY ROADS
OR PRIMARY ROADS)
BITUMINOUS PRIMER COAT K7s� DETAIL — VALVE AND PIPELINE MARKER 6 DETAIL — DIRT OR GRAVEL DRIVEWAY REPAIR
5" BLACKBASE (SECONDARY ROADS)
8" BLACKBASE (PRIMARY ROADS)
COMPACTED SUBGRADE
12 DETAIL — TYPICAL PAVEMENT REPAIR
NC 1)0 �pLJA NO SCALE
TOP OF COVER VIEW
)M OF COVER VIEW
33-1 /4"
DETAIL — MANHOLE RING AND COVER
NO SCALE
8" CAE
TACK CO/
SEE PIPE
BEDDING DETAIL
NO SCALE NO SCALE
T "PE 1-2 SURFACE
)URSE. MATCH EXISTING
IICKNESS (2" MINIMUM,
11
MAXIMUM)
\W-CUT NEATLY IN
'RAIGHT LINE EACH SIDE FlNISHED GRADE STRAINER
PIPE L. PIT PADS W
UNDISTURBED PVMT AND
SUB -GRADE (TYP.)
=LINE
PROVIDE AND MAINTAIN
RARY CABC TO LEVEL
-I WITH EX. PVMT UNTIL
IS COMPLETED.
DETAIL -- ASPHALT PAVEMENT REPAIR
TYPE 1-2 SURFACE
COURSE. MATCH EXISTI
THICKNESS (2" MINIM ,
12" MAXIMUM)
'!•w
SEE PIPE 1 ' 1 '
BEDDING DETAIL -� -
NO SCALE
3000 PSI
CONCRETE WITH
6x6 WWF.
MATCH EX.
THICKNESS
(4" MIN., 8"
MAXIMUM)
SAW -CUT
NEATLY IN
STRAIGHT
LINE EACH SIDE
OF PIPE
OR TO TO
NEAREST
EX. CONTROL
JOINT IF
WITHIN 4' OF
TRENCH.
�— UNDISTURBED PVMT AND
SUB -GRADE (TYP.)
PIPELINE
NOTE: PROVIDE AND MAINTAIN
TEMPORARY CABC TO LEVEL
TRENCH WITH EX. PVMT UNTIL
PAVING IS COMPLETED.
DETAIL -- CONCRETE PAVEMENT REPAIR
NO SCALE
FIBERGLASS -�
METER BOX
36"X481IX24" DEEP
BALL VALVE r"-
C84-77
COUPLING
POLYETHYLENE
PIPE
CTS SDR9
200 PSI
TEST PORT
PROFILE VIEW
USC-APPROVED RPZ REQUIRED
ON CUSTOMER'S SIDE OF METER
PLAN VIEW
u
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W
2" AMCO COMPOUND
METER J
DETAIL -- BRUNSWICK COUNTY
11 2" WATER SERVICE
NO SCALE
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PROJECT NO.
KNT0501
SD-1
RECEDED
DCM MLMINCTON, NC
N O V 2 7 2006

NOTE: CONTRACTOR SHALL INSTALL TRENCH
NOTE: WETLANDS DELIINIATED BY S&ME AND SURVEYED WITH A MINIMUM 1:1 SLOPE FROM EDGE OF _-��,,���� — — --I
BY ESP ASSOCIATES. WETLAND DELINIATION SUBJECT PAVEMENT TO TRENCH DEPTH. IF TRENCH �s' ( I
TO ARMY CORPS OF ENGINEERS CONCURRANCE - DEPTH FALLS WITHIN 1:1 SLOPE. ACTIVE
SHORING IS REQUIRED. +
0
O Y �
APPROX. AEC LINE ✓ry v s �'� o o
(75
�. FROM NHWL) ' r m
z o N
t� COASTAL WETLANDS w \ �' �, a o 0
1
_ r f APPROX. AEC LINE 1 J• ti r I 1 !I w cn
cn w
1 z o
_ \ I I N cn
(75' FROM NHWL) �, _ I D
J
I a
_r
I _. ! ---J J_r O too •
1 _ - J , J
ID
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'v1
+ `s
cn
/ 1 •+ - -
r
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���eRIC
�-,-•� ._.. _. _ _ � _ .....- _ .---,._. �.; 28 LF JACK
r _ LANDI D R ��"' — — I I \ BORE MITI
r ( ._ ,_ `"�—N SAD ����.l� 18 STEEL MI6
// . • ! .S, • : • ; : , ; .:. • , . .:. • Ys"' �.1. y"`.. �'ti-� SEE 2/SD
/��ij� \\\ 2
MIN. WALL THICKNESS 0.25 ���
.EI
35
25
20
15
mus
I
m
5
10 22I 00 I 323+00 I 324+00 I 325+00 326+00 327 +00 328+00 329+00 �30+00 331 +00 332+00 333+00 334+00 335+00 336+00 C --- 2 6
RECEIVED
DCM WILMINGTON, NC
NOV 2 7 2006