20090490 Ver 1_More Info Received_20090709

Strickland, Bev
From: Steenhuis, Joanne
Sent: Thursday, July 09, 2009 8:28 AM
To: Strickland, Bev; Dennison, Laurie
Subject: FW: Webb Creek DWQ # 09 0490
Attachments: P600-001 005 RO.pdf; P600-001 002 R2.pdf; P600-001 003 Ri.pdf; P600-001 004 R2.pdf
From: dee mullaly [mailto:[e-mail]]
Sent: Thursday, July 09, 2009 7:45 AM
To: Steenhuis, Joanne
Subject: Webb Creek
Joanne,
Andy Munday has asked me to send these drawings to you. They are the most current drawings of Webb Creek Force Main Upgrade.
CAD Specialist
Stroud Engineering, P.A.
107B Commerce St.
Greenville, NC 27858
252-756-9352 Ext.238
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EXISTING 8".
'2" PVC
GALV GRATING
8" FRP AIR—/ 8" FRP AIR
PIPING TO HEADER
110" DIP PIPE—BLOWER BLDG. PIPE HANGER
8" PVC PLANT AS REQUIRED
INFLUENT
ACCESS HATCH
BY HALLIDAY
PRODUCTS MODEL
52R7248 OR
APPROVED EQUAL
10"W' CROSS
LEVEL
PRECAST CONC. VALVE
VAULT SEE DETAIL 8 PLUG VALVE LB" AUTOMATIC
r3
C 4 PLUG VALVE
�
6" FRP
42.68
TOP OF TANK ELEV. 45.6
io. 6
MAX SWD EL 4E G
37.6
MIN SWO EL
JET MOTIVE LIQUID PUMP
1465 GPM @ 19 FT TDH
EBARA MODEL 250 DLU611
---OR APPROVED EQUAL
ISEE DETAIL
12 GAUGE 4"x 4" OR 2"x 4" WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS OR FASTENED
TO CEDAR OR WOOD POSTS W/NO.8 STAPLES
ULTRAVIOLET RESISTANT (BLACK) FABRIC SECURED
F__TO WIRE W/METAL CLIPS OR WIRE AT 8" OFF CENTER
1. MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED FINAL
T
OR AS DIRECTED BY CONSERVATION INSPECTOR. BACKFILL
gqINI T I AL
SHEET DRAINAGE (ONLY) BACKFILL
---------------------
------------------- -
HAUCHIN(
___NATURAL GRADE
111 E --9 1 E: 7-- BEDDING
CARRY APPROX. '12" OF FABRIC INTO TRENCH,
:::::ill -III -
4l,
COVER W/SOIL �, TAMP BACKFILL.
P- -4 FOUNDAT
]
MAY NO
CARRY 6" OF WIRE INTO TRENCH REOUIREI
METAL POSTS AT 10' O -C -MAX. POSTS SHOULD
BE 3' DEEP MIN.
TYPICAL SILT FENCE DETAII
N.T.S.
L,ZIONVIi_-'�
SCALE. 1/4° 1 '-0" —KD 2" BITUMINOUS CONCRETE
EXISTING SURFACE COURSE, TYPE 1-2
PAVEMENT TACK COAT -
1 12 /TRENCH WIDTH .., 121 Z lz
,1
SAW CUT
PAVEMENT EDGE
PRIME COAT
( IF BITUM)
GRANULAR BACKFILL
COMPACT TO 957.
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.
PAVEMENT REPAIR DETAIL
N. T. S.
FINISHED GRADE
J.A.MUNDAY, P -1E.
m
`0" SELECT BACKFILL
N. T. S
STONE TO BE THOROUGHLY
COMPACTED UNDER PIPE
(SEE SPECS)
R E V I S 1 0 N S
Qq
0
0Q66
pc�
-, 0
+ M(
- SPRING
< LI � llINE'�
GRANULAR
EMBEDMENT
ZONE
0
-
C)
0(:�� 0 0
0
00 oc
PIPE
GRADE
#57 STONE
BEDDING
N
N. T. S
STONE TO BE THOROUGHLY
COMPACTED UNDER PIPE
(SEE SPECS)
R E V I S 1 0 N S