54947_NC DOT_20100119

E?C,A-,MA DREDGE & FILL
GENERAL PERMIT Previous permit #
LE--We�v odification ElComplete Reissue EPartial Reissue 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 I SA NCAC
[�3ules attached.
Applicant 114arn eProject Location: County
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Address.
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State NJA- zip - ;#932-
City
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177
A6thorized Agent
Affected El CW
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AEC(s): 0 OEA
[:IHHF [31H [I UBA [I N/A
El PWS:
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ORW: yes //no,
PNA yes Crit.Hab. yes 6o
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Agent or Applic t Printed Name
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Signature ** P(qdse read compliance statement on back of permit
Application Fee(s) Check#
it Officer's Signatur--�
it
IssuingDate E)+iration Date
:701071C 7,q
Local Planningjurisdiction Rover File Name

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STATE OF NORTH CARO]LINA
IDIVISION OF HIGHWAYS
UTILITY CONSTRUCTION PLANS
CAMDEN COUNTY
LOCATION: BRIDGE 21 OVER JOYCE CREEK ON NC 343
TYPE OF WORK. UTILITY CONSTRUCTION
TIP. NO. eg66r No.
B-4451 UC-1
INDEX OF SLEETS
WATER AND SEWER OWNERS ON PROJECT
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SEEE7 NO. D8SGRIPRON
DIP7S70N OP l GHNAYS
HIG,�
UC4 7777E SHEET
(1) SOU7E MOTS WATER ASSOrrA7r(K= (WATER)
.jai\ SEL
UC.t U177JtY CONS7RUC7TON PLAN SEEET
(2) CAMDEN COUNTY (SEWER)
w+ua iar�m c�+u�
UCd 6 E C PRGPOB AND DErAZ S SHEETS
1� 9sJ4w�P8 pBtlAt .4lLTIUY ANipt�
Cb R�Pr, l% UIIIIDRS bpNO LR1DR ll(TRtQ
Ni7Hmda VIR+IIBr }RgpCT flmglm
(:RAPIiIC SCALES
MANS
3D �]/5
PROFlIE (HORILOMAL)
1Q I $TI 10 ]0
_PRO IE CAL)

TRENCH DETAIL
BACKFILL
PIPE
.. BEDDING
FILTER
FAEBRNIC
B
BEDDING
PLACE FOUNDATION CONDITIONING MATERIAL BELOV
BEDDING IF REOUIRED.AS DIRECTED BY ENGINEER.
IPE BEDDED IN SELECT MATERIAL. CLASS IV. TRENCH
SACKFILLED IN LOOSE S LAYERS COMPACTED TO
TOP OF TRENCH USING LOCAL EXCAVATED MATERIAL
IF APPROVED BY THE ENGINEER. OR SELECT MATERIAL.
ALL MATERIAL SHALL BE FREE OF ROCKS. FOREIGN
MATERIAL.AND FROZEN EARTH. COMPACTION SHALL
BE TD APPROX. W,. DENSITY IN ACCORDANCE WITH
ASHTO T-99 AS MODIFIED BY THE DEPARTMENT
OF TRANSPORTATION.
0
USE AJ TER PIPE .9
u�ro V.mf8i,mns
3�
SED 124' OF 8". WATER LINE ,
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dlxW BY,... nw. le.� '..--Ilk
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REVISED:T, Avv
�1y_ Ip1TM DTILITr Da6l.DCTla
i ( 1 . OKAN! pAr
�z� UTILITY CONSTRUCTION
u 1
D
ABANDON PI1280PE' OF 8" bOA6
tliILITY
NOTE: HOPE IF USED FOR THE TRENCHLESS INSTALLATION
Ill:178' TAENCHLESS INSTALLATON OF 8" IN SOIL SHALL HAVE AN INSIDE DIAMETER
THE CNLESS EQUAL INSTALLATON OF 8" NOT IN SOIL TO OR SLIGHTY LARGER THAN THE INSIDE
DIAMETER FOR B" RJ DI FORCE MAIN.
_ END nr PROJECT 5-"S.1
POT STA 18+90.00
eiwir "
\ =
PROPOSED 586' OF 8" FORCE YAIN SEYlER
I
` 1
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Y$Pr
END BRIDGE
USE RJ DI FORCE WIN SEVER PIPE
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USE RJ DIE Eli PIPE
•STA.
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PROPOSED 58O' OF 8" WATER LINE
=
STA. 5+20 '
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2- PROP. 8" VALVE �sm.
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d- P07 9a1++5088
BEG BRlOGE
�• n ,� �� BwIaE NVhw>bv 91,b5 210' TRENCHLESS INSTALLATON OF 8" IN SOIL
210' TRENCHLESS INSTALLATON OF 8' NOT IN SOIL
'IN
A +SIAS NOTE: HOPE PIPE IF USED FOR THE TRENCHLESS
!� -L- STA ASNIB INSTALLATION SHALL HAVE AN INSIDE DIAMETER
+ EDUAL TO OR GREATER THAN THE INSIDE DIAMETER
P1STo 1z+2595 FOR 8" ILl DI WATER PIPE.
A- ATOB'zw(RT .L_
D " 215' 000 R
L " 46a7Y
r - 225.W
R - 2516.48'
x NPR a m
-1- a1 + 0 - +
RUATIONSW OF DNGE TO PR E PAVE NT P • �0'1

0
5+35 5+60 6100
UNDISTURBED SEE THRUST COLLAR BELOW SECTION
SOIL , .7'� �: 5'-0"
CONC. THR300TOCOLLM---::C::`:"'x' _- H
P.S.I. .-. .,w ,,.o w ..
" TAMPED g O;
WKFIL �
TRENCH:. iv
MALL
UNDISTURBED �. uZ: u. DI itl REINFORC.INB
BOIL PLAN MAIN
8' MAIN= 12-NO. 4 BARS
BARS PLACED AS SHOWN
NOTE: BOTTOM OF TRENCH NEEDS TO Be STABILIZED
TO SUPPORT, THE WEIGHT OF THE THRUST COLLAR.
CONCRETE THRUST COLLAR DETAIL - 8" WATER LINE I
/—OU4TILE [POW COR`BRPIO am—R
MAN C11fpP MAN 016i
JOIM PI1N
PETAIIEP OLllO
MOTE: SEE SEPARATE DETAIL FOR CONCRETE THRUST COLLAR

COMBINATION AIR RELEASE
VACUUM VALVE (SEWER SERVICE)
DIRECTIONAL DRILL NOTES:
- THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTIONS 102, 107 AND
15SO OF THE STANDARD SPECIFICATIONS CONCERNING THE TRENCHLESS
INSTALLATION. NO DAMAGE IS ALLOWED TO THE 1VETLPNO OR STREAM BY
THE TRENCHLESS INSTALLATION. THE CONTRACTOR'S ENGINEER $HALL
DESIGN THE INSTALLATION METHOD AND PROVIDE ON -SITE OVERSIGHT.
THE HORIZONTAL AND VERTICAL BORE PATHS SHOWN ARE BASED ON
INFORMATION AVAILABLE AT THIS TIME AND ARE FOR PERNITTING
REMRS ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO DESIGN/ENOINFER THE PROPOSED ALIGNMENTS.
2+00 2+25

UNDISTURBED SEE THRUST COLLAR BELOW SECTION
SOIL
CONC. THRUST COLLAR .:,q.`'+'•. 5<• N
3000
`. TAMPED
BACKFIL iv
TRENCH
WALL as..�,w'. . ...
UNDI .. .2 DI RJ
SOIL PLAN MAIN
REINFORCING
S" WIN- 12-NO. 4 BARS
BARS PLACED AS SHOWN
NOTE: BOTTOM OF TRENCH NEEDS TO BE STABILIZED
TO SUPPORT THE WEIGHT OF THE THRUST COLLAR.
I CONCRETE THRUST COLLAR DETAIL - 8" FORCE MAIN I
xrEaw,xvi .ax"r
xucrx� xRm mRCTNTRxc R®llEfll
wan ci Ram NIM c�sa
' 7 r � BETAS NI D
REOMNxWL .w,wr naa.rE.
��RxNa x�x
of TNL NAPE roxcE M,N
NOTE: SEE SEPARATE DETAIL FOR CONCRETE THRUST COLLAR
TRANSITION DETAIL FROM HOPE TO DI FORCE WIN
5+00 5+50