45122_MURPHY, DANNY_20060606

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❑CAMA / ❑ DREDGE & FILL
GENERAL PERMIT Previous permit #
EiNew Modification ❑Complete Reissue []Partial Reissue Date previous permit iss
As authorized by thetate of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 1 SA NCAC
Rules attached.
Applicant Name _- i -
Address i I-�t ` _'� �- , t � •x i `� • r � r'_
City 1i z State ZIP_—
Phone # O '._J-. >� Fax # O
Authorized Agent
Affected El Cw
AEC(s): ❑ OEA
❑ PWS:
[ EW PTA
❑ HHF ❑ IH
❑ FC:
ORW: yes / no PNA yes / no
❑ ES ❑ PTS
❑ UBA ❑ N/A
Crit. Hab, yes / no
Project Location: County
Street Address/ State Road/ Lot #(s) f
Subdivisions
City 'w+ is t ►`i ZIP, j �>
Phone # I River Basin
Adj. Wtr. Body ,��/man /unkn)
Closest Maj. Wtr. Body E
Type of Project/ Activity
(Scale:
Notes/ Special Conditions
Agent or Applicant Printed Name �^—�'��2 Permit Officer's Signature
J
Signature Please read compliance statement o j, ; IsswrlgbaEe Expiration Date
ba�
Application Fee(s) I Check # Local Planning Jurisdiction Rover File Name

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 ❑ Other:
[! 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,
Orslow -below New River Inlet- and
Pender Counties)
Revised 06/29/05

d � �i i�7 • u - cs,
■ Complete items 1, 2, a'
item 4 if Restricted Do
■ Print your name and u.
so that we can returr. .
` ■ Attach this card to the
or on the front if spat,
1. Article Addressed to:
Af1k►ia s 1, ,ewe s
0 13ox 1 53
J
to
rse
`ece,
A. Signature
AAgent
❑ Addressee
B. Received by (Punted Name) C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address belo.- _JW o
3. Service Type
\ L
1J l,ertlfled Mail
❑ Exp
❑ Registered
,Return f
❑ Insured Mail
❑ C.O.D.
4. Restricted Delivery? (Extra Fee)
2. Article Number 7005 1160 0001 4333 4705
(transfer from sei
i PS Form 3811, Februe )omestic Return Receipt
LT4i�,w2ndise
❑ Yes
102595-02-M-1540

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UNITED STATES
22 MAN, P t-1 I- t10
s i
• Sender: Please print your name, address, and ZIP+4 in this box •
a y

■ Complete items 1, 2, ^i
Dte
item A if Restricted D-"
a ■ Print your name and L .
-rse
so that we can return
■ Attach this card to the `
ece,
or on the front if space -
r=
1. Article Addressed to:
►^ -C'
5 �o� �s bo�� 11i ► C�
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2.. Artie
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BPS Form ao i i, F.Wuruar
A. Signature
X�
B. Received by ( Printed Name) I C.
I
1
❑ Agent
D. Is delivery address different from item Y? 4 Yes
If YES, enter delivery address below: ❑ No
3. Servi Type
i
ertified Mail ❑ Express Mail
Registered tKetum Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
Yes
i
02595-02-M-1540 ;i�

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender; Please print your name, address, and ZIP+4 in this box •
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VICINITY MAP (N.T.S.)
21'-9" MIN. _ i
L
24"DIA. MIN.(TYP)
9" 5'-0" MIN. 6'-0" MIN.
12'-0"
MANHOLE COVERS
4" CORRUGATED POLYETHELENE
10'-O" MIN.
WITH 3 ROWS OF HOLES. THE HOLES VEGETATIVE COVER OVER ENTIRE BE
6" ABOVE
SHALL BE BETWEEN ONE HALF INCH
GRADE (TYP)
AND THREE FOURTHS INCH, LOCATED
APPROXIMATELY 120 DEGREES APART. FILTER FABRIC
TYP. ALL NITRIF ICATION
wt
PROPOSED I LINES TOP OF FILL
SLOPE
?1
\�/
GRADE
~
TOP SOILoil
------------- ° ° - 4:1M1
SLOp� _ TOE
OF FILL SLOPE
�I
�I
PRECAST CONC. ---i
APPROVED ��°¢�
FILL (SAND) ° Q11; ° o a APPROVED
a
RISERS TYP.
r FILL (SAND)
o —
I
WASHED GRAVEL OR ° °• ° EXIST'G GRADE
;
CRUSHED STONE
18"
10'-O"
I
SIZE 3/4" - 1-1/2" -
..-_DRIVEWAY-►
1 1/4" P.V.C. PIPE W/
-- 5/32" HOLES 0 5' O.C.
TURN HOLES UP
SECTION A -A
WATER TIGHT
TRENCH DETAIL
SEALS (TYP.)
SCALE 3/4" - 1'
/
, I I
6" DIA. x 12" PIPE SLEEVE & CAP 4" CORR. PERF.
(TYP. ON ALL TURNED UP PIPES) POLYETHELENE
/ SEPTIC TUBING
NOTE: PROVIDE EXTERNAL
DISCONNECT AS SEPERATE 4"x4" TRTD. POST -
ITEM IF PANEL IS NOT
EQUIPPED WITH EXTERNAL NEMA 4X-SIMPLEX
DISCONNECT FEATURE CONTROL PANEL. W/
SEPARATE CIRCUITS FROM POWER SOURCE
FOR: POWER SUPPLY PUMPS / CONTROLS
& POWER SUPPLY ALARM.
VISUAL & AUDIBLE ALARM
EASY ACCESS COVER W/ LOCKABLE HASP
ABOVE 100 Y'R. FLOOD PLAIN
AND 12" M,N. ABOVE GRADE
-- 24" MIN. DIA. VENTED ACCESS COVER
1,41 DUCK SEAL
BOTH ENDS 0 EXISTING GRADE --�
n n
° S 4" DIA. °A—=Ji ("_7�
a
IN.(TY ) cr-
A v' mT
I',I' A D•
D D
D
1000 GAL.
• SEPTIC
TANK
STA-RIGHT
STB 169
A -BAFFLE WALL
B-SANITARY TEE
C-INLET PIPE
/ B 11/4" PVC W1%2 " DIA.
HOLES 0 5' O.C. TURN
HOLES UP (FIRST ORIFICE I'
/ SHALL BE NO CLOSER 1-I/4"x 1-1/4" rrr
l �4 I N/F THAN 3 -0 ' TO THE
------------ -- -- - - --- SUPPLY MANIFOLD)
l CAT IiY M. HARRI S l B
% r % 7131372 /
% RR SPK %' %' (SEE PLAN)
r
2 1/2" PVC MANIFOLD
4, l ' PIPING SCHEMATIC 2 y2" SCH-40 PVC
O r/ Is, SCALE' V-1' MANIFOLD
\ /
/ f / $ n> O�
r ) % N 34'00'00' L 11.00'
�J SIP ��6s 20 INGRESS/EGRESS
EASEMENT
If
N/F
Q
KEITH 8. LEWIS 1 FX S
r ,
6 END OF STATE
l � � ` -•,�� \ ,� � \ �.�Sfi ✓ �. � %wr:.i�i ifiW�U .ii: i.HL. '�•-...
APPROX. 404 e� /
r ' . WETLANDS ONE l
SIP aps s S3a Q
r ya A.
END CAPS ITYPJ I ; - i
r Mc 0; A
PROPOSED I8' FILL LPP FIELD W 4 / SIP %
W/ (3)-40 LF I-l/q' SCH-40
r PVC NITRIFICATION LINES A o ;e qk �,% I
(SEE DETAILS
o
PROP.A7 DRIVEWAY/ A
PROPOSED 2%2' SCH-40 PVC
4r MANIFOLD &SUPPLY LINE A ITOP OF SLOP \ Q)
It�� f - TI)E OF SLOPE � %
W % 24' MIN. DIA ACCESS HATCH (TYP.) / �/q CID%
�
2 /000 GAL DOSING TANK ` l W PROPOSED
l WELL.
(SEE TANK DETAIL) �
1000 GAL SEPTIC TANK �- -- — : T r61 i
4' SCH-40 PVC a I.0%
PROP. DRIVEWAY W/IN AFC (50 SF)
h % PORCH
PROPOSE.' G
N/FSINGLE (v (2ht3EL7R(�t)b1. l \
ESTATE OF M.STEPIIEN o��AMII_r
s
WARNER HEIRS
DECK I O ti
w _ __ 30'BL N/F
JAMES D. LEWIS
SIP AREA TO RF_
_ - - - - - LEVELED ,
APPROX. SHORELINE -af.Typ.
PROPOSED BULKHEAD �� SIP "- 58'15° 5 .53'- TT')O'p,1� 1' SIP \ \ % /
5 79d MHW 2x6 DECKI
EXISTING ROCK JETTY _ _ -~ '— "- 2x8 JOIST
PROPOSED PIER
THE STRAITS
1 1 1
h
�/Y/�%
SHEET *1 OF 1
PROJECT * PM815
DESIGN FILE *: 815/815.DGN
2x10 GIRDER
e ', �
—
APPROX_MHW 2.0'MSL
T
—
6,6 FILE
i
8" MIN TIP
W
PILE Q 8' O.C.
Z
8' MIN. EMBED
a>
Y V
2" CONDUIT TYP.-
ELEC. COND. SEALER TYP.
D
• 1X SLOPE 1000 GAL.
DOSING TANK
• STA-RIGHT
PT 147 11
D 2
1
v
0 ALARM ON
° p PUMP ON �o
PUMP OFF M
D �
6" MIN. STONE BEDDING AS REQUIRED (TYP) " MONOLITHIC TANKS ONLY
SECTION THRU TANK SYSTEM SCALE: 3/g" - 1'
DRAINAGE TUBING
2 I/2"x 1-1/4"
REDUCING TEE
SECTION B-B
SL;ALE' 1"-1'
SECTION C - C
SCALE: %1, - 1'
2x12 CAP
CONTINUOUS
a
(2) 4x6
WALERS
�1 ELEV.- 6.0
A
FILTER
FABRIC
2x8 T&G
SHEET PILES
PLASTIC WIRE TIES
SEALED MERCURY
FLOAT SWITCHES
Irr
2 I/2" SCH. 40 PVC
TO LPP FIELD
2 1/2" )( 2" REDUCER
WATER PROOF BUTYL
RUBBER SEAL
NOTE: SUBMERGE PUMP AS
REQUIRED BY MANUFACTURER
2" PVC
8"x 8"x 16" CMU, FILL
CELL W/CONCRETE AND
EMBED 2" PVC
FLOAT TREE DETAIL
SCALE: %z" - 7'
51RDER
GALV.
_TS (TYP.)
SECTION D - D
SCALE: �'/2" - 1'
8' MIN. TIP DIA. PILES ITYPJ
ING
BACKFILL & LEVEL M
TO PROPOSED GRADE
WITH EX. MATERIAL
ON SITE,
EXISTING
GRADE
EXCAVATION AS
DEADMAN R
1'/qGALV. INSTALLATION
"
TIE ROD o 8' O.C.
W DEADMAN ANri r
8" MIN TIP DIA. F IL
LEGEND:
ESSENTIAL COMPONENTS
1 SEALED MERCURY FLOAT SWITCH
2 PLASTIC WIRE TIES, SECURED TO PIPE
3 SCHEDULE 80-2"PVC
4 STAINLESS STEEL LIFT CHAIN
5 2" CHECK VALVE
6 UNION OR DISCONNECT
7 2" GATE VALVE
8 3/6" ANTI -SIPHON HOLE
9 4" CONCRETE BLOCK
10 WATERPROOF ELECTRICAL DISCONNECT BOX
11 FLOAT TREE (SEE DETAIL)
12 EFFLUENT PUMP - Ul. APPROVED
MYERS MANUFACTURER_____ _____ -_ --(OR APPROVED EQUIVALENT)
.___
MODEL NO -------- ME 40
4/10 ___HP 1 P PHASE, .__.___15
- .._-___-VOLTS
PUMP TOTAL DYNAMIC HEAD.- _ .. 24.6 @ _ 29'_5__ GPM
ORIFICE PRESSURE HEAD (LPP LINES)---- 3 0'------ c -- 12_0 -GPM
SITE DATA , DESIGN SUMMARY
PROPOSED (1)- 2-BRM SINGLE FAMILY HOME
SEPTIC SYSTEM DESIGN FLOW (TOTAL)
240 GPD
DOMESTIC WASTE
100 /
L.T.A.R.
0.40 GPD/SF
TOTAL AREA REQ'D.
600 SF
TOTAL. AREA PROV'D.
600 SF
TOTAL LATERAL LENGTH REQ'D.
120 LF
TOTAL LATERAL LENGTH PROV'D.
120 LF
NUMBER OF FIELDS
(1)
LATERAL LENGTHS
40.0 LF
NUMBER OF LATERALS
(3)
ORIFICE SIZE
5�
7321N
ORIFICE SPACING
5 FT O.C.
NO. OF ORIFICES
(24)
ORIFICE PRESSURE HEAD
3.0 FT
FLOW PER ORIFICE
0.5 GPM
LATERAL PIPE SIZE
11/4 IN
MANIFOLD PIPE SIZE
21/2 IN
SUPPLY LINE PIPE SIZE
21/2 IN
SUPPLY LINE LENGTH
8 LF
DOSING VOLUME
90.0 GAL
PUMP TANK DRAWDOWN
3.0 IN
DRAWDOWN TIME
9.6 MIN
CYCLIC TIME
4.6 HRS
C.A.M.A. A.E.C. SURFACE WATERS CLASSIFICATION
- SA (ORW)
TOTAL AREA OF PROPERTY
21,362 SF
TOTAL AREA WITHIN AEC
7,174 SF
ORW 25/ ALLOWABLE IMPERVIOUS
AREA 1,794 SF
PROP. DWELL ING AREA W/IN AEC
1,500 SF
PROP. DRIVEWAY AREA W/IN AEC
50 SF
TOTAL PROP. IMP. AREA W/IN AEC
1,550 SF
/ IMPERVIOUS AREA W/IN AEC
21.6/
EXCESS IMPERVIOUS AREA WITHIN
AEC 0 SF
AC
ACRES
CENTER LINE
DIA
DIAMETER
DIP
DUCTILE IRON PIPE
EL
ELEVATION
FP
EDGE OF PAVFMFNT
EX.
EXISTING
FE
FINISHED ELEVATION
GV
GATE VALVE
INV
INVERT
LF
LINEAR FEET
M8
MAP BOOK
MH
MANHOLE
MHN
MEAN HIGH WA7f R
MIN
MINIMUM
N/F
NOW OR FORMERLY
NTS
NOT TO SCALE
OC
ON CENTER
OE
OVERHEAD ELECTRIC'
PG
PAGE
PP
POWER POLE
PVC
POLY VINLY CLORIDE
PSI
POUNDS PER SQUARE INCH
RCP
REINF. CONC. PIPE
REF
REFERENCE
R/W
RIGHT -CIF -WAY
SF
SQUARE FEET
TYP
TYPICAL
• �t
SECTION E - E
SCALE 1/4" - 1'
Q
NOTES:
1.) PREPARE SITE IN ACCORDANCE WITH CARTERET CO.
ENVIRONMENTAL. HEALTH DEPT. REGULATIONS.
2.) BOUNDARY INFORMATION TAKEN FROM FINAL PLAT
PREPARED BY POWELL SURVEYING COMPANY TITLED:
"MARSHALLBERG POINT", (FORMERLY M. STEPHEN
WARNER HEIRS), MARSHALLBERG TWSP., CARTERET CO.
REF. MB.28 , PG.881 CARTERET CO., REG, OF DEEDS
3.) BUILDING DIMENSIONS PROVIDED BY OWNER
4.) NITRIFICATION FIELD SHALL NO1 BE LOCATED
UNDER PAVED AREAS OR AREAS SUBJECT TO
VEHICULAR TRAFFIC.
5 ) FINAL LOCATION OF BULKHEAD & PEIR TO BE
DETERMINED ON SITE & STAKED OUT BY CAMA
FIELD OFFICER.
6.) PROVIDE 2.5 CCA MIN. RETENTION MARINE
GRADE PRESSURE TREATED LUMBER FOR PIER
& BULKHEAD CONSTRUCTION.
7.) 8" MIN. TIP DIA. PILES MAY BE SUBSTITUTED
WITH 8" DIA. PVC PIPE PILES FILLED WITH CONCRETE.
REVISIONS: _
No. BY DATE DESCRIPTION
L.P.P. WASTEWATER DISPOSAL SYSTEM
& C.A.M.A. PERMIT APPLICATION PLAN
E., V I N '
PERTY
MARSHALLBERG POINT, LOT 3
MARSHALLBERG TWSP., CARTERET CO., N.C.
CLIENT: GEORGE & BETTY EVINS DESIGNED:
ADDRESS: 4066 OUR ROAD DJV
OXFORD, N.C. 27.565 DRAWN
DJV
PHONE: [phone]
APPROVED:
STROUD ENGINEERING, P.A. RDC
IFHESTRON PLAZA ONE SUITE 10? ' �— DATE
MOREH CITY, N.C. 28557 •., 3/13/96
(91 7- 79
3 SCALE:
0 ALD D. CULLIPHER P.E.
1" = 30'

DANNY J. MURPHY 6537
JAN B. MURPHY r
245 WINDSOR RD. [phone] 6 _ O b 66-112/531
GREENVILLE, NC 27858 74501
00
to die, orr%r
i
BB&T
BRANCH BANKING AND TRUST COMPANY
GREENVILLE ORTH CAROLINA
i:0 5 3 1❑ 1 1 2 1i: 5 1 1 2 90 198 30 6 5 3'?

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
(FOR A PIEJRV00RIiYGPILINGSIBOATLIFTIBOATHOUSE)
l hereby certify that I own property adjacent to c4ta,4
(\time o roprrty Owner)
property located at
(Lot, Block, Road, etc.)
on in
('*--er ody) (Town an or County)
Ho has d+.escribed to me, as shoN� n belo,�%, the development he is proposing at that location,
and, I have no objections to his proposal. I understand that a pier/mooring pilingi'boattifl/boathottse
mt,st be set back a mi.nirnwn distance of fifteen feet (15') from my area of riparian access unless
\Vatved by me.
h �V
I do no wish to waive the setback requirement.
I do �kish to «five that setback requirement. E
JUN
.....................................................................
DESCRIPTION ANWOR DRANK ING OF PROPOSED D'f:VEL,42NXENTFLV JC-IM
(To beJllled in b►• individual proposing developnrenr)
•
b�'4 At ( w-0M
re e
Signature ^
Pnnt or Type Name
Telephone Number
Date: