20090490 Ver 1_Site Plan_20090430

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\`27 \ t\ \\ ' EXIST.6"X 2" \ \ \\ _ // 23 \ \ \(�/ �/ r `\ `�_ REMOVE �(�7 7\+/
�{/ \ �\ \ t \ ' REDUCER \ `� �\ \ \ / k 68 `\ \\ \\ / 7 /' I �� EXIST.
rj 24 t k / 1 REDUCER
,__��\ ,J `�.\ ro9 // /(\ -_r ' i /� i `� TEMPORA�Y WETLAND \ \
`\ \. \ - ��\ �Y� S \ \ 24 ;PLUG E}�'IST� IMPA �CROSNGOR \` / � -
\ t \ UTILITY
1F��.,A \ \\ ��/. 4 OPEfIfNG y �\ -`}/ COORDINATES:
0 11 .97 N ��' ��
` REMOVE PORTION 0 �� INSTALLI SILTWFENCE
r' \\ \\ EXIST. 4" FORCE \ i
y �'�' AT BOTH SIDES of THE �'� ,� �'�, � �' ,� '�,
-- ' `\ \\ MAIN AND INSTALL
2; S. \\ -... �, `\22 1/2°ELL W/BI,K'``;\ �' �' _ cRosszG �, �' y� �, , , ' y�' '\ y
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25 ~ \ ��, \> >6 i// / rr l' l' l/ �7 I `'� -y\' �W \I/ AID i CCU
TEMPORARY'-,WPT�AN` ` \ \`� \ .\ \)\� r r r r l �' � �'�, ' ' ' �, ET CDs�, \y� )'�,�, ���y
�' �,1� IMPACT AREA#1,\I-UK t \ �\ 2`I. �� '�. �� r + , r r r l 1 IDS AND ,,r�>tc�uTER
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WETL NDS� COORDINATES: \ \`\ .2 ' \26 I
° 4 40 10.7s 'N \ \\ \ rr / ,, �' Z'�' �'y�, �' , '
77' 2' a.59 w �\ �' �y �' y� �' �,��' �'' �� �' �y�'�' �y�' �� �' �• �' �,�'�' y ' �,
TIE N NEW 6"FM INSTALL SILT FENCE t\ \\ ``\ `\` �-��-� l rr rrr << ! ' � �` *-4K ► �' ' ` + ��
WEco AT BOTH SIDES OF THEI �'�I,�y J' ' �' �'�' �'',,/�'�' y �' {' �'�' �'�' �' may ' '
@ EX STING S z �' CROSSING
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'�'�' �,�' �' �' '�''�'' '�'�I• �' �,' �'�' �`' , �' DISTURB E D AREA = 0 . 58 AC -4
COMPOSITE
WETLANDS-��-l' 7 _
SEATER FORCE MAIN UPGRADE
, CA SWANSBORO TOWNSHIP ONSLOW COUNTY NORTH CAROLINA
aq`�� ®C'ar,s6 C n •��l� Pipe.
'0 OWNER: WEBB CREEK WATER & SEWER INC DESIGNED: LES
� , L 707 NORTH CHESTNUT STREET
g 6 ADDRESS. LUMBERTON, NC 28538 DRAWN:
PHONE: ( 919 ) 739-0621
APPROVED: LES
60 30 0 60 120
g¢ge�s� DATE: 3---13-09
PROJECT N0. : P600�o01 „_ AASTROUD ENGINEERING, P.A.
GRAPHIC SCALE: 1 -60 107-8 COMMERCE STREET SCALE: 1 =60
\(�
DRAYdING N0. : 00aC i _ � _
-----�-- w - -- ---- GREENVILLE, NORTH CAROLINA 2785$
J.A. MUNDAY, P. E. (252) 756-9352 SHEET 1 OF

/
t TBM = 25.79 NAVD88
t TOP OF CONC. SUPERNATANT
' PUMP STATION
INV = 22.29
NEW FENCE
1 ! PROPOSED) 6"PVC
11 rr SS FORCE MAIN
INV 26.76 Z �Ut�m IL7 I,_ \ I NAN
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SWECO
REMOVE EXISTING 8"E6BOW & SCREEN
/ INSTALL 8 X8 TEE& 8 REDUCER
/ CONNECT PROPOSED 6 SS FORCE
J / MAIN
& EXISTING 8"SS FORCE MAIN`\�� � SBR #3 � N
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/WETLANDS _
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''�•' / '' '- REvIsaaHs
Y NtJ. _DATE DESCR IPT I ON
SITE PLAN
WEBB CREED
SEWER FORCE MAIN UPGRADE
SWANSBORO TOWNSHIP ONSLOW COUNTY NORTH CAROL I NA
r
e; *1E.SSlp•;'� �� OWNER WEBB CREEK WATER & SEWER INC DESIGNED: LES
^� a` 707 NORTH CHESTNUT STREET
Q EAI~ ADDRESS LUMBERTON, NC 28538 DRAWN:
026981PHONE: ( 919 ) 739-0621
APPROVED: L E S
20 10 0 20 40
Uwo
F°m ,•
g � DATE: 3-1 3-09
t��
to$IIt" STROUD ENGINEERING, P.A. ._._
PROJECT NO. : P600-001
GRAPHIC SCALE: 1 "=20' 107—B COMMERCE STREET SCALE: 1 "=20'
____ _(;1� GREENVILLE, NORTH CAROLINA 27858
DRAWING N 0. : 003 J-.A.MU DAY, P.
t 252? 756-9352 SHEET 2 OF 4

EX. L IFT
STATION #5
26
',,_—' REMOVE
EXIST. 1
,� ( �V �•�' + 25 REDUCER�I -
L ` ,�` TEMPORARY WETLAND
PLUG EXIST. IMPACT AREA #2 FOR
4 OPENING UTILITY CROSSING
0*40 N
34 ' 1 T97"N
REMOVE PORTION 0 �`'/ 770 11 ' 51 . 28 "W
i
EXIST. 4" FORCE INSTALLUSILT FENCE
` +6`72`� t MAIN AND INSTALL, _� AT BOTH; SIDES OF THE /
s -.� 22 1 /2 ELL W/B i,K685t ��, CR.OSS I N!G / .r
4/.
EXIST. -�/�j� � . V -
� 2 P.B.O.
TEMPORARY WETLAND `� I`684!17
IMPACT AREA #1 FOR
UTILITY CROSSING
COORDINATES: REMOVE EXIST . 4 „ FORCE
a 34" 40' 10. 76 N MAIN AND INSTALL �� � '' ',�(, _ '��•�
TIE IN NEW 6'°FM ' INSTALLe SBILT FENCE NEW 5 PVC FORCE MAIN
@ EXISTING SWECO AT BOTH SIDES OF THE
SCREEN Q CROSSING -
SEE DETAIL F— �f� ,
00 z f of �dtie�®itrat�apgc
Con \I/•'� }"y'� 'j S`/'CjrgP°+.�V
O�A"p'AP
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APPROX. WETLAND uj
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CROSSING #
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•-- ---•--.-_....._ ------------- . 1_
�y t. . . . . f.,.... ---- ------..... �.A.MUNDAY, P.
"' ..;..._._.� . ? . . . APP•ROX: WETLAND `• . . . . . . 30_
��. } • . # - \ .. ., . ' -CROSSING #228 z
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A. i. i . A: . . . � � I� �...� .----- .........-
INSTALL 6"DIP �. �. ; . EXISTING 24
FROM• HERE 'Tl� -_ ! �. . . . . . GRADE • . �- f 'n
2 2 7 I E T N: f !,l f . tJ f
s EXIST. 2 ;� ca /
.,•� ! COVER PVC WATER ,... ! ------------
-- ......_•.....
i z
i °� r� "A ..._......• 22_
PROPOSED 6 ; / ... _.
CLEARANCE .�-
S�W�R F�ORC �. J �. ,f ... ..... ...... •... ------------ ......._ .._ 20
MAIN 3 ':BELC)W'
:GRADE: + .
1 .. _ i +
--. ... _........,.......... . ....:...... ••-•----- --•--......... --•-•
..................... ..... .. ----•--• f +. .
............. .......... . .............. ............ 1
J .
16
....... ..........•• r f
---------- .............. ••..........•. ... .•-•---. .��
-� _ �:___ �' __ -_:_y !� . . . PLAN & PROFILE "1
. . . . . . . 6 FORCE MAIN OUTFALL
--.. TEBB CREED
--•- .............. ....... ......... SE ER FORCE MAIN UPGRADE
DE
COVER SWANSBORO TOWNSHIP ONSLOW COUNTY NORTH CAROLINA
PROPOSED 6" OWNER: WEBB CREEK WATER & SEWER INC, DESIGNED: LES
........................................ : SEWER FARCE. 707 NORTH CHESTNUT STREET
............. MAI1� 3 E ELOW ADDRESS. LUMBERTON NC 28538 DRAWN:
...... .---•--••••..... GRADE ............... PHONE (919 ) 739-0621
APPROVED: LES
STROUDNGINERRtNC. P.A. DATE: 3-1 3-09
+ +, +. COMMERCE ST. I:
+t- REEN
PROJECT NC):p5Q0�OQ1 DRAWING N4:OQ4 + + (252) I 6-9 NC 27858 SCALE: V: 1
t— i252> 756-9352 =2
+ I `J' + — __ _ _ SHEET 3 OF

PROPOSED 6"INFLUENT
PROPOSED 6"ELBOW
EXISTING REMOVE EXISTING 8"ELL
SWECO S REEN 8 INSTALL 8"X8"TEE
MODEL V6S
EXISTING 8"INFLUENT
SECTION A - A
REMOVE EXISTING ELL AND INSTALL
8"TEE. 8"X6"REDUCER AND E TBOW.
CONNECT PROPOSED 6"5S LINE TO 12 GAUGE 4"x 4" OR 2"x 4' WELDED WIRE HOOKED ONTO FINISHED GRADE
EXISTING 8". PREFORMED CHANNELS ON METAL POSTS OR FASTENED
A jr1 MANUAL AIR A TD CEDAR OR WOOD POSTS W/NO.8 STAPLES
� I RELEASE VALVE �
SWECO SCREEN / I ULTRAVIOLET RESISTANT (BLACK) FABRIC SECURED
MODEL SV6S 1 M TO WIRE W/METAL CLIPS OR WIRE AT 8 OFF CENTER
1 -{
I "
1__ PVC 42.66
TOP OF TANK ELEV. 45.6$
� MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED F INAL ( ` —
OR AS DIRECTED BY CONSERVATION INSPECTOR. BACKFILL
40.6 / GALV GRATING 40.6 II
TOP OF PLATFORM-4'rfr ---� MAX SWD EL-4-3-.&
6" FRP f �'• Y SELECT BACKF ILL
8" FRP AIR-/ �� 37.6 , ��' _- INITIAL --------------- ( Q
8 FRP AIR o - —=- SHEET DRAINAGE (ONLY) BACKFILL oQ !
PIPING TO HEADER MIN SWD EL-406-6 i —__-- ( �0 GRANULAR
CC7 SPRING EMBEDMENT
5TAINlESS STEEL BLOWER BLDG. _ _� I o a
CHUTE _  -F -'�L I NE ZONE
10 DIP PIPE PIPE HANGER ------
8" ---------
PVC PIPE I I— #57 STONE
INFLUENT
AS REQUIRED SBR TANK _ ............_ __ HAUCHING -t ' o�QOa o�Ao I GRADE BEDDING
^.•. . ,,NATURAL GRADEp I 1- PIPE
_._. . .
ACCESS HATCH BEDDING 4"MIN N.
BY HALLIDAY Z )i�'�- --- CARRY APPROX. 12" OF FABRIC INTO TRENCH.
PRODUCTS MODEL COVER W/SOIL & TAMP BACKFILL.
• i(� FOUNDATION I E
bJ 52R724$ DR iv (MAY NOT RE-
APPROVED EQUAL CARRY 6 Of WIRE INTO TRENCH REQUIRED)
`-
r-- -- --—-- — -► METAL POSTS AT 10' 0.C.MAX. POSTS SHOULD STONE TO BE THOROUGHLY
I BE 3' DEEP MIN. COMPACTED UNDER PIPE
(SEE SPECS)
10"W' CROSS
DUMPSTER
i
cn
_ - - � GROUND LEVEL
SEWER TRENCH SECTION�
;� __ _ _ - TYPICAL SILTFENCE DETAIL
�� �_,i i) I I_'( � ICI �' 4 n e JET MOTIVE LIQUID PUMP N.T 4
J PRECAST CONC. VALVE 1465 GPM @ 18 FT TDH
VAULT SEE DETAIL 8" PLUG VALVE EBARA MODEL 250 DLU611 N.T.S. T.
S.
CONC(ETE CUMPSTER PA Q 8" AUTOMATIC OR APPROVED EQUAL
6`-0 X 8 1 X 0'.-6 C 4 PLUG VALVE 2
SEE DETAIL
C 4
ELEVATION VIEW
SCALE: 1/4" w 1 '—o" L�
2 " BITUMINOUS CONCRETE
EXISTING SURFACE COURSE , TYPE I -2
PAVEMENT
TACK COAT
12 TRENCH WIDTH 12
l_0Aomad" °
PRIME COAT
( IF BITUM )
SAW CUT GRANULAR BACKFILL
PAVEMENT EDGE
COMPACT TO 95%
MAXIMUM DENSITY
SANITARY SEWER PIPE
( DEPTH VARIES )
BITUMINOUS CONCRETE BASE COURSE , TYPE HB .
6 " MIN . THICKNESS OR MATCH THICKNESS OF
EXISTING BASE , WHICHEVER IS GREATER .
R E V I S I O N S
NO. DATE DES RT TION
PAVEMENT REPAIR DETAIL-
N.T.S. 4
DETAILS
WEBB CREEK
SEWER FORCE- A A
s SWANSBORO TOWNSHIP ONSLOW COUNTY NORTH CAROL I NA
�• � eA OWNER: WEBB CREEK WATER & SEWER INC DESIGNED: LES
a SEAL
ADDRESS 707 NORTH CHESTNUT STREET ,
-
026981
LUMBERTON , NC 28538 DRAWN.
PHONE: ( 919 ) 739-0621
41 '4 APPROVED: LES
AA STROUD ENGINEERING, P.A. DATE: 3-13-09
PROJECT N 0. : P-600-001
107-B COMMERCE STREET SCALE: AS NOTED
GREENVILLE, NORTH CAROLINA 27858
DRAWING NO. : 00
J. A.MUNDAY, P. (252) 756-9352 SHEET 4 OF