20170239 Ver 2_U-3109A Turbidity Sampling Locations - May 12th 2021_20210604 (2)

-
TAIL DITCH
EST DDE +/- 36 CY
SEE DETAIL 5
BREACH EXIST DAM
AND DRAIN POND
20' GATE
is „� L•
A
E ' 5 T
EST a 14 •
,
,/
PUE
RIPRAP
20' GATE
HEAD DITCH
CLASS B RIPRAP
EST 13 TONS
EST GF 34 SY
EST DDE 18 CY
SEE DETAIL 39
w
0
Place Matting for Erosion Control
on Slope as Work Allows.
Sta. 157 + 00 to Sta. 159 + 00 -L- LT
Sta. 15 7 + 00 to Sta. 159 + 00 -L- RT
Sta. 161 + 00 to Sta. 164 + 00 -L- LT
Sta. 161 + 50 to Sta. 163 + 00 -L- RT
FLOATING
TURBIDITY
CURTAIN
sax jai
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+45.24
4 34 q
15" w/2
ELBOWS
CLASS 'B' RIPRAP
EST 2 TONS
EST GF 7 SY
`c,3
WILLIE DAVIS, JR. & JOAN DAVIS
CLASS ' IPRAP
EST +/-3 • S
HAZARDOUS SPILL BASIN #1 _.
SEE DETAIL 47
1.5 inch Skimmer
with 1.125 inch
Orifice Diameter
ID 15.1
LAT V-DITCH
STA 157 + 77
- STA 158 + 75 -L- RT
EST DDE=74 CY
SEE DETAIL 14
150.00' LT
CLASS I RI
EST 32
EST G
1
2 ELBO
RAP
ONS
SY
i
44 x22 x3
1.5 inch Skimmer
with 0.875 inch
Orifice Diameter
4 ft. weir
ID 15.4
175.63' RT
a
-Y16RPA- (JAMES WALKER DR.) &
-L- (NC 119 RELOCATION)
5,300
8,200
3,200
5,100
203520/5 AADT
8,200
/2,700
-Y16RPA-
L 10,300
15,800
- YI6RPA- POT Sto. 28+53.30 =
- L - POC Sta. /65+47.83
50 x22 x3
1.5 inch Skimmer
with 1.125 inch
Orifice Diameter
C3 9 ft. weir
(See Tiered Skimmer
Basin Detail)
ID 15.5
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BASE DITCH
TA 162+25
- STA 162 + 35 -L- RT — —
SEE DETAIL 34
--- HEAD DITCH
EST DDE +/- 16 CY
DETAIL 27
3 TONS
50.00' RT
EST
+35.00-Y16RPA-
TAIL DITCH
+/- 7 CY
IL 40
+ 05.00 -Y
cl
CLASS 'B'
RI PIVAP
kip 11 TONS
F E GF 28 SY
/
, 40*
c;f7141 7ftcH
6RP
00
Modified Silt Basin
Type 'B'
50 x 22 x 3
9 ft. weir
See Tiered Skimmer
Basin Detail)
ID 15.5
'43'20" W
s
N
S') BRETT M. MICHEAL & LISA W. NESBITT
PROJECT REFERENCE NO.
U -3/09A
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
EC-45/CONST.I5
HYDRAULICS
ENGINEER
ALBERT SHAW HEIRS
ALBERT SHAW HEIRS
T 2' BASE DITCH W/CL 'B' RIP
STA 26+00 - STA 26+50-Y16RPA- RT
EST 34 TONS
EST GF 86 SY
SEE DETAIL 15
CLASS 'B' RIPRAP
EST 3 TONS
ST GF 10 SY
+10.00-Y16RPA-
100.00' RT
120.00' RT
o
p0
VERONICA SMITH
FINAL GRADING
EROSION CONTROL FOR
CONSTRUCTION SHEET 15
MELVIN KING
+74.03
530.81'
V.i
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FOR -L- PROFILE SEE SHEET 37
FOR -YI6RPA- PROFILE SEE SHEET 52

PROJECT REFERENCE NO.
U -3109A
SHEET NO.
EC-57/CONST.27
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
/ 0
/
/
/ /
G/?
O
111
Liu
I
pD
O
O
O
O
IP
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TAIL DITCH
EST DDE +/- 43 CY
SEE DETAIL 40
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m ��
Ioi
I31
ROLLINS
I I
I I
I I
I I
O
a
C-
a
C
180 x 40 x 3
2.5 inch Skimmer
with 2.25 inch
Orifice Diameter
31 ft. weir
ID 27.2
6
tlyZO�°\� N
01
O
O
O ROGER FOUST
(ANNIE FOUST HEIR)
N o 50 584.
EIP
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0
1 1
I
1 1
1 ,
•
I /
I 1
I I
I I
I I
I I
I I
I
/,
x
x
x
x
x
x
1.5 inch Skimmer
with 1.0 inch
Orifice Diameter
ID 27.1
WM 43 SUBSIDIARY LLC.
+ 80.00 -Y16RPA-
RICHARD HOLT
-
SPEC LAT 2' BASE DITCH W/CL ': IPRAP
STA 20+00 - STA 21+05 -Y16RP
EST 119 TO
EST GF 246 SY
CLASS 'B' RIPRAP SEE DETAIL 21
EST 3 TONS
EST GF 10 SY
+ 50.00 -Y16RPA-
+00.00 -Y16RPA-
-
E1P
PC Sta. 21+12.6
SLUICE
GATE
O•
r
•
0
0
•
•
N 0 p7°4
340.3B
HAZARDOUS SPILL BASIN #3
SEE DETAIL 47
ALBERT SHAW HEIRS
TAIL DITCH
EST DDE +/- 23 CY
SEE DETAIL 29
I RIPRAP
ANKS ONLY
9 TONS
EST GF 14 SY
BERM DITCH
STA 21 + 00 - 23 + 90-Y16RPA- RT
DDE=76 CY
SPEC CUT DITCH
STA 23+50 -
STA 24 + 09-Y16RPA- RT
SEE DETAIL 31
0
co
0
NAD
3/95
TAIL DITCH
ST DDE +/- 13 CY
SEE DETAIL 40
CLASS 'B' RIPRAP
EST 11 TONS
EST GF 28 SY
DE
z
CO
0
u1
N
m
FINAL GRADING
EROSION CONTROL FOR
CONSTRUCTION SHEET 27
•
HEAD DITCH
ST DDE +/- 15 CY
SEE DETAIL 4I-
S p6°0
187.99
HEAD DITCH
EST DDE +/- 43 CY
CLASS B RIPRAP
EST 33 TONS
EST GF 68 SY
SEE DETAIL 42
ALBERT SHAW HEIRS
DB 116 PG 226
VERONICA SMITH
a
01
0
ti
6
Place Matting for Erosion Control
on Slope as Work Allows.
Sta. 14 + 50 to Sta. 16 + 50-Y16RPA- RT
Sta. 17 + 00 to Sta. 18 + 00-Y16RPA- LT
FOR-YI6RPA- PROFILE SEE SHEET 52