LEV-VOR IFC Drawings - binder 3 of 4.pdf
PDF 12 MB Posted
- Attached to
- Seawall Repair Leeville LA
- Solicitation number
- 6973GH-23-Q-00133
About this file
This document is a solicitation for a seawall repair project in Leeville, Louisiana. The Federal Aviation Administration is seeking a firm-fixed-price contract for labor, materials, equipment, insurance, licenses, permits, fees, and supervision to repair the seawall and perform associated work. Questions regarding the project scope of work or plans are due by June 5th, 2023, and proposals must be received by June 16th, 2023 to be considered. Offerors must be registered in the System for Award Management and submit the required forms by the closing date. The FAA will review offeror program eligibility and reserves the right to communicate with offerors during the solicitation process.
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WILLIAM C GRAY
Digitally signed by WILLIAM C
GRAY
Date: 2022.05.27 12:58:12 -05'00'
MARIO HERRERA
Digitally signed by MARIO
HERRERA
Date: 2022.05.20 13:53:57 -05'00'
GRAY
Date: 2022.05.27 13:00:39 -05'00'
MARIO HERRERA
Digitally signed by MARIO
Date: 2022.05.20 13:56:34 -05'00'
GRAY
Date: 2022.05.27 13:01:49 -05'00'
MARIO HERRERA
Digitally signed by MARIO
Date: 2022.05.20 13:57:22 -05'00'
GRAY
Date: 2022.05.27 13:02:35 -05'00'
MARIO HERRERA
Digitally signed by MARIO
Date: 2022.05.20 13:58:01 -05'00'
GRAY
Date: 2022.05.27 13:05:24 -05'00'
MARIO HERRERA
Digitally signed by MARIO
Date: 2022.05.20 13:58:55 -05'00'
GRAY
Date: 2022.05.27 13:08:51 -05'00'
MARIO HERRERA
Digitally signed by MARIO
Date: 2022.05.20 13:59:45 -05'00'
MARIO HERRERA
Digitally signed by MARIO
HERRERA
Date: 2022.07.26 14:49:18 -05'00'
WILLIAM C GRAY Digitally signed by WILLIAM C GRAY Date: 2022.08.08 14:47:17 -05'00'
MARIO HERRERA
Digitally signed by MARIO
HERRERA
Date: 2022.07.26 14:50:49 -05'00'
WILLIAM C GRAY
Digitally signed by WILLIAM C
GRAY
Date: 2022.08.08 14:44:17 -05'00'
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STA 0+56 RT
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STA 1+52 LT
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.5 existing ground
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1/
STA 0+34.96
S T
A
L T
STA 7+20 RT
STA 24
+63.09
STA 28+43
S T
A +9
STA 27+50 RT
STA 10+80 LT
STA 7+17 CL
S T
A
+7
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STA 3+4
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STA 16+19.45
STA 18+80.62
STA 19+78.97
STA 20+52.37
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S T
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STA 9+86 CL
STA 23+28.13 CL
STA 26+13.97 CL
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STA 27+94.47 CL
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STA 11+00 LT
S T
A
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1+
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A
1+
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A
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STA 23+01.68 CL
STA 15+00 RT
STA 7+17 LT
STA 16+20.10 CL
STA 18+81.27 CL
STA 19+79 CL
STA 20+52 CL
STA 21+23 CL
S T
A
R T
STA 19+29 RT
S T
A
6"
8' MAX
1' MIN
3' MIN
H
2' MIN.
SIDE OF SILT FENCETOP OF STONE, EACH6" MIN
EACH SIDEOF FENCE ON 8" STONE OVERLAP
WIDTHTRENCH 6" MIN
STA 14+00.41 CL
STA 22+49.85 CL
.6
LA
MHA
MHA 03/27/2023
A
ENGINEERING SERVICES
INFRASTRUCTURE
VOR
TROPICAL STORM NATE ROAD RECONSTRUCTION
LEEVILLEGRAND ISLE
WILLIAM C. GRAYMARIO HERRERA
ENGINEER, INFRASTRUCTURE ENG. MANAGER, INFRASTRUCTURE ENG.
LEV-D-VOR-C309
MHA04/10/20231800563SWPPP PERMIT04/10/2023
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
C O
N S
T R
U C
T
IO
N
1800563
ACCESS ROAD IMPROVEMENTS
le v -d -v o r-c .d g n
OVERALL EROSION CONTROL PLAN
le v -d -v o r-c .d g n
/1
/2
:2
:0
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
H
G
F
E
D
C
12345678
REVDRAWING NO
DATE JCN
APPROVED BY
ISSUED BY
CHECKED
DRAWN
DESIGNED
SUBMITTED BY
REVIEWED BY
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV
DATE
APPROVED
DESCRIPTION JCN
DATE
REDLINE
APVD
A
L o
D
L o
D
0 0
0 0 1 0
1 0
-1'
-1'
-1'
-01
-0
-01 -01
0 0
0 0 1 0
1 0
-1'
-1'
-1'
-01
-0
-01 -01
0'
0'
0'
0'
0'
-01
STA 1+00
STA 1+50
STA 2+00
STA 2+50
STA 3+00
STA 3+50
STA 4+00
STA 4+50
STA 5+00
STA 5+50
S T
A
S T
A
S T
A
STA 8+00
STA 8+50
STA 9+00
S T
A
S T
A
S T
A
S T
A
11+
S T
A
11+
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A
S T
A
S T
A
S T
A
S T
A
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A
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A
S T
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S T
A
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A
S T
A
S T
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S T
A
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A
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A
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A
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A
S T
A
STA 29+00
STA 29+50
STA 30+00
STA 30+50
STA 31+00
STA 31+50
STA 32+00
STA 32+50
S T
A
MATCHLINE SHEET 8
M
ATCHLINE SHEET 9
M A T
C H L
IN
E
S
H E E T
MATCHLI
NE
SHEET
0'
0'
0'
0'
0'
-01
STA 7+50
1'
1'
1'
1'
1'
1'
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STA 0+00
STA 0+50
10-0
L o
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START RRR
S T
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START RRR
S T
A R T
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N .4
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0 01
0 0 1 0
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-1'
-1'
-1'
-01
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MATCHLINE SHEET 8
MATCHLINE SHEET 9
M A T
C H L
IN
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S
H E E T
STA 1+50
STA 1+00
STA 2+00
STA 3+00
STA 3+50
STA 4+00
STA 4+50
STA 5+00
STA 5+50
S T
A
S T
A
S T
A
STA 8+00
STA 8+50
STA 9+00
S T
A
S T
A
S T
A
S T
A
11+
S T
A
11+
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
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S T
A
S T
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A
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A
S T
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A
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A
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A
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A
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A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
STA 29+00
STA 29+50
STA 30+00
STA 30+50
STA 31+00
STA 31+50
STA 32+00
STA 32+50
STA 2+50
STA 1+00.00
STA 1+50.00
STA 2+00.00
STA 2+50.00
STA 3+50.00
STA 3+00.00 STA 4+00.00
STA 4+50.00
STA 5+00.00
STA 5+50.00
STA 6+00.00
STA 1+00
STA 1+50
STA 2+00
STA 2+50
STA 3+00
STA 3+50
STA 4+00
STA 4+50
STA 5+00
STA 5+50
S T
A
S T
A
S T
A
STA 8+00
STA 8+50
STA 9+00
S T
A
S T
A
S T
A
S T
A
11+
S T
A
11+
S T
A
S T
A
S T
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STA 29+50
STA 30+00
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S T
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MATCHLINE SHEET 8
MATCHLINE SHEET 9
M A T
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TP 3
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TP 4
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TP 4
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TP 4
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EL 4
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TP 4
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EL 4
.40
TP 4
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EL 4
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TP 4
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EL 4
.30
TP 4
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EL 5
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TP 5
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6.0
5.0
4.0
3.0
2.0
1.0
0.0
EL 2.60
TP 3.50
EL 2.70
TP 3.50
EL 2.50
TP 3.50
EL 3.30
TP 4.00
EL 3.30
TP 4.00
EL 3.60
TP 4.00
EL 4.20
TP 4.20
EL 4.40
TP 4.40
EL 4.60
TP 4.60
EL 4.30
TP 4.30
EL 5.00
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TP 5.20
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EL 4.50
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TP 4.20
EL 5.40
TP 5.40
EL 6.30
TP 6.30
EL 6.10
TP 6.10
EL 5.90
TP 5.90
EL 5.20
TP 5.20
EL 4.20
TP 4.20
EL 3.20
TP 3.50
EL 2.80
TP 3.50
EL 2.80
TP 3.50
EL 2.60
TP 3.50
EL 2.70
TP 3.50
EL 2.40
TP 3.50
EL 2.20
TP 3.50
EL 2.80
TP 3.50
EL 2.70
TP 3.50
EL 2.80
TP 3.50
EL 3.00
TP 3.50
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EL 2.50
TP 3.50
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TP 2.50
EL 5.00
TP 5.00
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E L
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T P
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T P
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T P
E L
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T P
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STA 32+00
STA 31+50
STA 31+00
STA 30+50
STA 30+00
STA 29+50
STA 29+00
4.0
3.0
2.0
1.0
0.0
4.0
3.0
2.0
1.0
0.0
0.0
2.0
3.0
4.0
5.0
6.0
1.00
6.05.04.03.02.01.00.0EL 2.80
TP 3.50
TP 3.50
EL 3.20
TP 4.20
EL 4.20
TP 5.20
EL 5.20
TP 5.90
EL 5.90
TP 6.10
EL 6.10
TP 6.30
EL 6.30
TP 5.40
EL 5.40
TP 4.20
EL 4.20
EL 4.50
TP 4.50
EL 5.10
TP 5.10
TP 5.20
EL 5.20
TP 5.00
EL 5.00
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
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TP 2.50
EL 2.00
STA 29+00
EL 2.50TP 3.50
STA 28+50
TP 3.50
EL 3.00
STA 28+00
STA 27+50
EL 3.00TP 3.50
EL 2.80TP 3.50
STA 27+00
STA 26+50
EL 2.70TP 3.50
EL 2.80TP 3.50
STA 26+00
EL 2.20TP 3.50
EL 2.40TP 3.50
EL 2.70TP 3.50
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T P
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START R
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L o
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L o
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L o
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A
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A
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A
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A
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A
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A
S T
A
S T
A
S T
A
S T
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S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
STA 12+00
STA 11+50
STA 11+00
STA 10+50
STA 10+00
STA 9+50
STA 9+00
STA 8+50
STA 8+00
STA 7+50
STA 7+00
STA 6+50
S T
A
STA 6+50
S T
A
STA 7+00
S T
A
STA 7+50
S T
A
S T
A
S T
A
STA 9+00
STA 8+50
STA 8+00
S T
A
S T
A
S T
A
STA 10+50
STA 10+00
STA 9+50
S T
A
STA 11+00
S T
A
S T
A
STA 12+00
STA 11+50
L o
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STA 33+00
STA 33+50
STA 32+50
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
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S T
A
S T
A
S T
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A
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A
S T
A
S T
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S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
STA 25+50
STA 25+00
STA 24+50
STA 24+00
STA 23+50
STA 32+50
STA 33+00
STA 33+50
STA 0+00
SHEET 1
SHEET 6
S H
E E
T
SHEET 7
S H E E T
S H
E E
T
S H
E E
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STA 0+50
2-A
A
END WALL/START A75-SS
END WALL
E L
E L
E L
E L
E L
E L
E L
E L
E L
E L
E L
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T P
T P
T P
T P
T P
T P
T P
T P
T P
T P
STA 0+00 STA 0+50 STA 1+00 STA 1+50 STA 2+00 STA 2+50 STA 3+00 STA 3+50 STA 4+00 STA 4+50 STA 5+00 STA 5+50 STA 6+00
0.0
1.0
2.0
3.0
4.0
5.0
4.0
3.0
2.0
1.0
0.0
5.0
4.0
3.0
2.0
1.0
0.0
T P
E L
STA 6+00
T P
E L
STA 5+50
T P
E L
STA 5+00
T P
E L
STA 4+50
E L
T P
STA 4+00
T P
E L
STA 3+50
E L
T P
STA 3+00
T P
E L
STA 2+50
T P
E L
STA 2+00
T P
E L
STA 1+50
T P
E L
STA 1+00
T P
E L
STA 0+50
T P
E L
STA 0+00
0.0
1.0
2.0
3.0
4.0
STA 0+50.00
STA 0+00.00
5.0
4.0
3.0
2.0
1.0
0.0
T P
E L
STA 6+00
T P
E L
STA 5+50
T P
E L
STA 5+00
T P
E L
STA 4+50
E L
T P
STA 4+00
T P
E L
STA 3+50
E L
T P
STA 3+00
T P
E L
STA 2+50
E L
STA 2+00
T P
E L
STA 1+50
T P
E L
STA 1+00
T P
E L
STA 0+50
T P
E L
STA 0+00
0.0
1.0
2.0
3.0
4.0
S T
A
R
E
R
S T
A
L L
END WALL / START RRR
END RRR
END RRR/ START WALL
E N
D
R R R
L-D
E
S S S
T A
L L
0.0
1.0
2.0
3.0
4.0
STA 0+00
STA 0+50
E L
T P
STA 2+00STA 1+50
T P
E L
E L
T P
STA 1+50
E L
T P
STA 2+00STA 0+50STA 0+50
E L
E L
T P
T P
E L
E L
T P
T P
STA 1+00
STA 1+00
T P
T P
E L
E L
STA 0+00
STA 0+00
END
BRI
DGE
DECK
D E C
K S T
A R T
B R
ID
A
I B
T I C
01020304
040302010-0
E
R
E
R
E
R
1.0
2.0
END WALL
S T
A R T
R R R
START RRR
S T
A R T
R R R
L o
D
L o
D
L o
D
L o
D
L o
D
LoD
LoD
LoD
L o
D
L o
D
L o
D
L o
D
LoD
L o
D
L o
D
LoD
L o
D
L o
D
L o
D
LoD
L o
D
LoD
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
E D
M
IS
S
U E
D F
O R
LEGEND
ABBREVIATIONS
SCALE: 1" = 20'
160' 320'0160'
WSE
TOW
TP
RT
RRR
LT
EG
CL
WATER SURFACE ELEVATION
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
EXISTING GROUND ELEVATION
CENTER LINE
KEY MAP
N.T.SC004
WE
SF
LoD
FTP
CW
CE
WATER EDGE (RELATIVE)
SILT FENCE
LIMITS OF DISTURBANCE
FLOATING TURBIDITY BARRIER
CONCRETE WASH
CONSTRUCTION EXIT
EROSION CONTROL SITE MAP NOTES:
FOR EXACT LOCATION AND SHEETS C304 AND C305 FOR BMPS DETAILS.
REFER TO SYMBOLOGY FOR GENERAL LOCATION OF BMPS AND REFER TO SHEET C311 THRU SHEET C3164.
THE DISTURBANCE AREA DESIGNATED BY THE LIMITS OF DISTURBANCE (LoD) IS 3.16 ACRES3.
REFER TO SWPPP FOR DETAILS, DESCRIPTIONS AND REQUIREMENTS FOR EACH BMP.2.
EROSION CONTROL PLAN IS PRESENTED IN SHEETS C304 AND C305 AND SHEETS C311 THRU C316.1.
OVERALL EROSION CONTROL PLAN
SCALE: 1:160 C004
CE
CW
FTP
CW
LoD
LoD
LoD
LoD
LoD
LoD
LoD
LoD
LoD
LoD
LoD
LoD
SF
SF
WE
SF
FTP
FTP
FTP
FTP
FTP
FTP
FTP
WE
WE
WE
WE
WE
WE
CW
SF
MARSH
MARSH
MARSH
WATER
WATERWATER
W
ATER
WATER
W A T E
R
WATER
WATER
MARSH
ROAD DISTURBED AREA
WALL.
ROAD WILL BE 14 FT WIDE, INCLUDING RETAINING
NOTE: ACTUAL DISTURBED LAND WILL BE LESS AS
2,910 FT X 50 FT = 145,500 SQ. FT OR 3.34 ACRES
LENGTH OF PROJECT ALONG THE ROAD IS
CENTERLINE OR 50 FT TOTAL.
AND LEASE AGREEMENT THAT IS 25 FT FROM ROAD
CALCULATED AREA BASED ON LENGTH OF ROAD
DISTURBED AREA
STAGING AREA #2
AREA OF 383 FT X 20 FT WIDE = 7,660 SQ FT OR 0.18 AC
CALCULATED AREA BASED ON LENGTH OF STAGING
DISTURBED AREA
STAGING AREA #1
OR 0.30 AC
AREA OF 108 FT X 120 FT WIDE = 12,960 SQ FT
CALCULATED AREA BASED ON LENGTH OF STAGING
DISTURBED AREA
TOTAL PROJECT
3.82 ACRES
WATER
FO
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FO
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FO
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FO
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FO
FO
FO
FO
FO
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FO
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FO
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FO
T
T
T
T
T
T
T
T
T
T
T
T
T
T T
T T
T T
T T
T T T T T T T T T T T T T T T
T
T
T
T
T
T
FO
FO
F O
FO
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FO
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FO
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4 1.
P
5 - .2
P
6 - .5
P
7 0 .8
P
.6
P
P
.7
P
IL
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.7
P
IL
E
.2
P
IL
E
.7
P
.7
P
IL
E
.8
P
.7
P
.8
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IL
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P
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P
4 3 .4
P
4 3 .0
P
9 2 .5
P
0 2 .2
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1 5 .1
P
2 2 .4
P
3 3 .6
P
4 3 .9
P
5 3 .3
P
6 3 .3
P
7 3 .8
P
8 4 .0
P
9 3 .6
P
0 3 .5
P
1 3 .7
P
2 4 .1
P
3 4 .5
P
4 4 .0
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5 3 .9
P
6 3 .3
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7 2 .6
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8 4 .1
P
9 4 .7
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0 4 .8
P
1 3 .8
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2 4 .2
P
3 3 .0
P
4 4 .1
P
5 2 .8
P
6 3 .2
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7 2 .1
P
8 2 .6
P
9 2 .9
P
.7
P
11 3 .6
P
.2
P
.6
P
.0
P
.2
P
.2
P
.7
P
.4
P
.7
P
0 3 .8
P
1 3 .1
P
2 2 .7
P
3 3 .5
P
5 3 .6
P
6 2 .5
P
7 1.
P
2 2 .5
P
3 5 .6
P
6 2 .2
P
4 3 .0
P
5 2 .1
P
7 2 .5
P
8 1.
P
9 3 .0
P
0 2 .3
P
1 2 .7
P
2 2 .4
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3 2 .0
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4 1.
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5 2 .7
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6 1.
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7 2 .4
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8 1.
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9 2 .2
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0 1.
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1 2 .4
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2 3 .4
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3 2 .3
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4 3 .6
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5 2 .5
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6 3 .3
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7 3 .1
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8 3 .5
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9 2 .4
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0 1.
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1 4 .3
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2 5 .0
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3 4 .2
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4 4 .1
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5 4 .1
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6 4 .0
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7 4 .0
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8 4 .0
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9 4 .1
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0 4 .0
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4 5 .2
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5 5 .8
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6 5 .9
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7 6 .4
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8 6 .2
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9 6 .5
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0 5 .3
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1 5 .4
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2 5 .8
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3 5 .3
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4 5 .6
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5 5 .6
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6 6 .2
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7 5 .4
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8 6 .0
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9 5 .5
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0 5 .0
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1 6 .2
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2 6 .1
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4 5 .4
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3 6 .2
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5 6 .1
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6 5 .5
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8 7 .1
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7 6 .8
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9 6 .1
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0 8 .9
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1 8 .4
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2 6 .8
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3 5 .4
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4 4 .8
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5 6 .5
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6 7 .6
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7 6 .9
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8 9 .1
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9 7 .5
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10 7 .0
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11 7 .3
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19 3 .7
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1 3 .9
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2 3 .9
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3 3 .8
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1.
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9 1.
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4 1.
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.7
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.5
.7
.7
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7- .8
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.9
1.
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.6 le v -d -v o r-c .d g n
LEV-D-VOR-C310
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
N S
T R
U C
T
IO
N
ROAD PROPOSED CENTERLINE
EXISTING EDGE OF ROAD
START PROPOSED WALL
WATER EDGE
1800563
PLAN STA 0+00 TO STA 6+00
34'-11"
ENTRANCE/GATE
ACCESS ROAD
EROSION CONTROL
START PROPOSED WALL
WATER EDGE
WATER EDGE
WATER EDGE
BULKHEAD
48" CMP CULVERT 48" CMP CULVERT
BULKHEAD
START BRIDGE
END BRIDGE
WATER EDGE
WATER EDGE
WATER EDGE
le v -d -v o r-c .d g n
/1
/2
:2
:4
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
H
G
F
E
D
C
12345678
REVDRAWING NO
DATE JCN
APPROVED BY
ISSUED BY
CHECKED
DRAWN
DESIGNED
SUBMITTED BY
REVIEWED BY
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV
DATE
APPROVED
DESCRIPTION JCN
DATE
REDLINE
APVD
A
L o
D
STA 1+00
STA 1+50
STA 2+00
STA 2+50
STA 3+00
STA 3+50
STA 4+00
STA 4+50
STA 5+00
STA 5+50
S T
A
-01
-01
-01
L o
D
L-D
STA 0+00
STA 0+50
LoD
L o
D
L o
D
LoD
L o
D
LoD
L o
D
0 01
0 0 1 0
1 0
-1'
-1'
-1'
-01
-0
-01 -01
0'
0'
0'
-01
1'
1'
1'
1'
1'
1'
1'
-01
-01
-01
01020304
040302010-0
E D
M
IS
S
U E
D F
O R
L O
U
IS
IA
N A
H
IG
H W
A Y
SCALE: 1" = 20'
20' 40'020'
M A T
E
M A T C
H N
E X T S
H E E T
EROSION CONTROL PLAN
SCALE: 1:20C010
FLOATING TURBIDITY BARRIER - FTB
SILT FENCE - SF
SYMBOLOGY
KEY MAP
N.T.S.C010
LIMITS OF DISTURBANCE
6.2 of this SWPPP.
of the appendix. The sediment controls should address all of the requirements in Sections 6.1 and
Plan”. The plan for each lot, where applicable, is found in the “Individual Lot Information”section
The erosion and sediment control methods used are listed in the “Erosion and Sediment Control
Site-Specific Erosion and Sediment Controls6.3
Utilize outlet structures that withdraw water from the surface of settling basins or impoundments.?
Minimize soil compaction unless dictated by site development?
Explain alternative practices where site constraints limit buffer zones.o must have a 50-foot buffer zone, Appendix A of the most recent EPA-approved Quality Inventory Section 305(b) Integrated Report
Discharges to Outstanding Natural Resource Waters and impaired (Category 5 or 4a), listed in o
Use natural buffers around waters of the state and direct runoff to these areas, where feasible.?
Soil characteristics: range of particle sizes present.o
Nature of resulting runoff,o
Duration, amount, frequency and intensity of precipitation,o address:
Minimize sediment discharge with erosion and sediment controls that are designed and installed to ?
Minimize disturbance of steep slopes on site.?
Preserve topsoil where feasible.?
Minimize exposed soils generated during construction.?
stream bank erosion and scour around discharge points.
Control storm water runoff during peak flow and total storm runoff volume to minimize channel and ?
Control storm water volume and velocity in ways that minimize soil erosion.?
be installed and maintained to:
The chosen controls shall include designs that are effective at minimizing pollutants, and should
Best Practicable Technology (BPT)6.2 dirt stockpiles, borrow areas).
Address off-site material storage areas in erosion and sediment control efforts (overburden and ?
Remove sediment from silt fences before reaching 50% of fence height (above ground).?
capacity has been reduced by 50%.
Remove sediment from sediment traps and sedimentation ponds no later than the time that design ?
negative effects and, whenever feasible, prior to the next storm event.
Remove sediment accumulations if sediment escapes the site at a frequency to minimize further ?
specifications.
Select, install, and maintain control measures according to the manufacturer or designer’s ?
type, and rainfall.
Retain sediment on-site to the extent practicable with consideration for local topography, soil ?
Short and Long Term Goals/Criteria6.1
2014.
the reissued LAR200000, effective March 1, 2012, and the reissued LAR100000, effective October 1, to meet effluent limitations required by 40 CFR 450.21. These limitations were incorporated into effectively minimize the discharge of pollutants by design, installation, and maintenance, in order pollutants in the storm water discharges. The control measures shall, at a minimum, be designed to
This section includes descriptions of control measures that will be implemented to control
Erosion and Sediment Controls6.0 dictated by individual site conditions) of the construction.
required for all down slope boundaries (and for those side slope boundaries deemed appropriate as
At a minimum, silt fences, vegetative buffer strips, or equivalent sediment controls are structures that release water from the surface, unless infeasible.
drainage locations serving less than ten (10) acres. Sediment basins must utilize outlet
Sediment traps and sediment basins may be used to control solids in storm water runoff for
8.1 Structural Control Requirements
Structural Controls8.0 stabilization.
7.2 of this SWPPP will be documented, with the outline of a schedule for initiating and completing
The circumstances that led to the inability to complete the deadlines outlined in sections 7.1 and will proceed.
As soon as conditions allow, the activities required to plant and initially establish vegetation ?
measures to prevent erosion.
Immediately initiate, and within 14 days complete installation of temporary non-vegetative ?
vegetative stabilization measures are proposed, the following deadlines apply:
Where the site is affected by circumstances beyond the control of the Stormwater Permittee, and
Other Deadlines7.3 defined in Part IX of the permit, are met practicable. Routine inspections will be continued until final stabilization requirements, as
With extenuating circumstances like drought, stabilization measures will be completed as soon as
Non-Vegetative installation or application of stabilization measures.?
Vegetative Stabilization initial seeding or planting, and/or?
the site will have completed:
As soon as practicable, but no later than 14 days after initiation of soil stabilization measures, Deadline to Complete Installation of Stabilization Measures7.2 the site.
will resume within 14 days, stabilization measures do not have to be initiated on that portion of of the site, or temporarily ceased and will not resume for 14 days. If earth disturbing activities grading, excavating, or other earth disturbing activities have permanently ceased on any portion
Stabilization measures will be initiated immediately in portions of the site where clearing, stabilized construction entrances, shoveling and sweeping, watering for dust control, etc.
To minimize off-site tracking of sediments and generation of dust, typical controls may include
Other Control Requirements10.1
Other Controls 10.0
Information section of the appendix.
construction operations will be noted on the Structural Control Sheet found in the Site pollutants in storm water discharges and will remain in place after the completion of velocity dissipation devices are installed during the construction process to control
If any permanent storm water controls (e.g. detention ponds, catch basin filter inserts, etc.) or
Storm Water MANAGEMENT9.0 transport of eroded soils.
exposed soils, to limit the contact of runoff with disturbed areas, or to lessen the off-site the appendix. These controls are used to divert flows away from the Site Information Section of
The structural controls used on each lot are listed on the Structural Controls Sheet included in
Site Structural Controls8.2 maintained accordingly.
required by the State Historic Preservation Officer (SHPO) will be installed properly and
Any controls required for endangered or threatened species or their habitat, and/or those ?
their appropriate stormwater pollution prevention control plans.
Any concrete or asphalt plants associated with the project will be permitted and operated under ?
storm water from coming into contact with the trash and rubbish.
disposed of. The dumpster or fence containment will be covered when not in use to prevent fence containment will be provided for storing trash and rubbish until it can be properly supplies, etc. commonly found on a construction site. Either a roll off dumpster or wire
The site will have the typical waste lumber, insulation, sheetrock, roofing, used paint ?
sewer or septic systems are being obeyed, the following practices are in place:
To demonstrate that all applicable state and local regulations governing waste disposal, sanitary contact. storm water stored in such a manner so as to prevent or minimize runoff from the construction site will be
All construction and waste materials that pose a potential pollutant source to the storm water
EROSION CONTROL NOTES:
PERMANENT ROCK RIP RAP
DRAINAGE PATTERN
CONCRETE WASHOUT CONTAINMENTCW
LAGOON
LAGOON
LAGOON
LAGOON
MARSH
LAGOON
SLOPE PROTECTION BLANKET
4:1 SLOPE H:V
6:1
6:1
5:1
Finalizing arrangements to have stabilization product fully installed.?
Starting stabilization practices on a porting of the area to be stabilized?
Seeding or planting?
Applying mulch or other non-vegetative product?
Prepping soil for vegetative or non-vegetative stabilization?
limited to:
The types of activities that constitute the initiation of stabilization include, but are not
Deadline to Initiate Stabilization Measures7.1 vegetation, and other appropriate measures.
textiles, sod stabilization, vegetative buffer strips, protection of existing trees and mature not limited to establishment of permanent self-sustaining perennial vegetation, mulching, geo-existing vegetation is preserved when possible. Final stabilization measures may include but are stabilization measures that ensure that disturbed portions of the site are stabilized, and that
The site stabilization practices described in this SWPPP include interim and permanent
Stabilization Practices7.0
L o
D L o
D
L o
D
L o
D
L o
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FO
.5
/1
FO
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FO
FO
FO
FO FO FO FO FO FO FO FO FO FO
FO
FO
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FO
FO
FO
FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
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FO
FO
FO
FO
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FO
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FO
3.493
3.087
2.804
6.205
4.851
4.637
4.476
3.011
3.277
3.939
3.873
3.822
3.571
3.942
3.546
3.097
2.509
2.278
5.117
2.416
3.633
3.969
3.312
3.39
3.886
4.055
3.694
3.527
3.761
4.117
4.587
4.055
3.977
3.391
2.665
4.105
4.707
4.856
3.806
4.264
3.093
4.102
2.863
3.203
2.125
2.651
2.987
2.789
3.644
3.207
3.65
3.086
3.233
5.209
2.783
3.41
2.719
3.824
3.161
2.703
3.551
2.52
3.604
2.524
1.569
2.658
2.175
3.449
2.578
5.683
2.291
3.057
2.198
2.516
1.946
3.058
2.334
2.798
2.439
2.064
1.54
2.791
1.515
2.491
1.787
2.233
1.355
2.42
3.498
2.378
3.611
2.518
3.377
3.116
3.569
2.419
1.825
4.356
5.037
4.244
4.157
4.108
4.026
4.054
4.022
4.134
4.002
4.105
4.167
5.556
5.297
5.891
5.999
6.468
6.271
6.501
5.386
5.454
5.864
5.307
5.662
5.613
6.219
5.495
6.09
5.511
5.051
6.271
6.199
5.493
6.201
6.127
5.59
7.134
6.86
6.156
8.919 8.413
6.899 5.483
4.846 6.512
7.63
6.907 9.183
7.596 7.001
7.367
3.7193.7923.8243.7313.7873.9273.9083.822
1.437 2.015
11.856
1.81
1.661
1.625
5.493
6.201
6.127
10.639
10.749
10.59 10.49
21.396
21.389
21.357
21.513
21.496
21.525
21.642
21.67
9.843 9.9292.341
2.323 7.624
7.49 7.523
7.464
2.5462.6122.587 2.717 2.646 2.515
1.437 2.015
1.925
1.811.724
0.872
1.115
0.897
0.938 0.995
1.2360.994 1.125
1.414
1.474 1.661
1.557
1.62510.012
9.883
10.181
9.709
6.3250.8290.7450.865
0.934 0.71
1.1631 .3741.2770.7340.829
-1.021
0.722
-0.5810.4860.398 0.25
0.233
0.5710.7310.7290.7310.877-1.023
0.312
0.427
1.038 0.968
0.9790.8950.797 -0.846
-0.306 0.928
0.82-0.475
-0.366 1.052
1.04
-0.541 -0.5091.025
0.861 -0.707
-0.3980.993
1.008-0.4231.687
2.125 1.906
1.716
1.947
1.884
0.722 -0.234
0.873 -0.214
0.75
-1.146
-2.053
1.727
0.599 -0.532
0.722 -0.5980.646
-0.933
0.617 -1.174
0.624 -1.265
1.422
1.238
1.22
1.413
1.605
1.169 1.367
1.275
1.897
1.901 le v -d -v o r-c .d g n
LEV-D-VOR-C311
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
N S
T R
U C
T
IO
N
1800563
PROPOSED WALL
ROAD PROPOSED CENTERLINE
WATER EDGE
END PROPOSED WALL
PLAN STA 6+00 TO 12+00
EROSION CONTROL
END PROPOSED WALL
START PROPOSED WALLWATER EDGE
WATER EDGE
WATER EDGE
WATER EDGE
le v -d -v o r-c .d g n
/1
/2
:2
:5
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
H
G
F
E
D
C
12345678
REVDRAWING NO
DATE JCN
APPROVED BY
ISSUED BY
CHECKED
DRAWN
DESIGNED
SUBMITTED BY
REVIEWED BY
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV
DATE
APPROVED
DESCRIPTION JCN
DATE
REDLINE
APVD
A
L o
D
-01
-01
-0 1-0
STA 6+00
STA 6+50
STA 7+00
STA
8+0
STA
8+5
STA 9+00 STA 9+50
STA 10+00
STA 10+50
STA 11+00
STA 11+50
STA 12+00
STA 12+50
-01
-01
STA 7
+50
CW
L- D
L o
D
L o
D
LoD
L o
D
LoD
LoD
LoD
L o
D
-02
0 0 1 0 2 0
1 0
0 01
0 01
02 01
-1'
-1'
-1'
-01 -01
-01
-01
-01
-01
S T
A
1+
S T
A
1+
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
1+
S T
A
1+
S T
A
S T
A
S T
A
3+
STA 24+00
STA 24+50
STA 25+00
STA 25+50
STA 26+00
STA 27+00
STA 27+50STA 28+00
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
STA 26+50
0 0 1 0
2 0
0 0 1 0
2 0
3 0
0 01 02
02 01
0 01 02
0'
S T
A
0 0 1 0 2 02 01
0 01
02 01
00 01
1'
1'
1'
1'
02 02
-01
3 0
3 0
S T
A
S T
A
S T
A
S T
A
LoD
LoD
LoD
C W
C W
CW
L o
D
L o
D
LoD
L
D
S T
A
S T
A
LoD
LoD
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
LoD
LoD
L o
D
L o
D
LoD
L o
D
L o
D
L o
D
LoD
LoD
LoD
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
E D
M
IS
S
U E
D F
O R
CENTERLINE ALIGNMENT ABBREVIATIONS
CL-1L CENTERLINE - 1 LINE
CL-2C
R
L
C
I
HORIZONTAL CURVE RADIUS
HORIZONTAL CURVE ARC RADIUS
HORIZONTAL CURVE ARC LENGTH
CENTRAL ANGLE OF HORIZONTAL CURVE
HORIZONTAL LONG CHORD FROM PC TO PT
PC
PT
POINT OF CURVATURE
POINT OF TANGENCY
M A T C
H P
R E
V
IO
U S S
H E E T
M A T C
H N
E X T S
H E E T
SILT FENCE - SF
FLOATING TURBIDITY BARRIER - FTB
SYMBOLOGY
KEY MAP
N.T.S.C311
EROSION CONTROL PLAN
SCALE: 1:20C311
LIMITS OF DISTURBANCE
stabilized construction entrances, shoveling and sweeping, watering for dust control, etc.
To minimize off-site tracking of sediments and generation of dust, typical controls may include
Other Control Requirements10.1
Other Controls 10.0
Information section of the appendix.
construction operations will be noted on the Structural Control Sheet found in the Site pollutants in storm water discharges and will remain in place after the completion of velocity dissipation devices are installed during the construction process to control
If any permanent storm water controls (e.g. detention ponds, catch basin filter inserts, etc.) or
Storm Water MANAGEMENT9.0 transport of eroded soils.
exposed soils, to limit the contact of runoff with disturbed areas, or to lessen the off-site the appendix. These controls are used to divert flows away from the Site Information Section of
The structural controls used on each lot are listed on the Structural Controls Sheet included in
Site Structural Controls8.2 maintained accordingly.
required by the State Historic Preservation Officer (SHPO) will be installed properly and
Any controls required for endangered or threatened species or their habitat, and/or those ?
their appropriate stormwater pollution prevention control plans.
Any concrete or asphalt plants associated with the project will be permitted and operated under ?
storm water from coming into contact with the trash and rubbish.
disposed of. The dumpster or fence containment will be covered when not in use to prevent fence containment will be provided for storing trash and rubbish until it can be properly supplies, etc. commonly found on a construction site. Either a roll off dumpster or wire
The site will have the typical waste lumber, insulation, sheetrock, roofing, used paint ?
sewer or septic systems are being obeyed, the following practices are in place:
To demonstrate that all applicable state and local regulations governing waste disposal, sanitary contact. storm water stored in such a manner so as to prevent or minimize runoff from the construction site will be
All construction and waste materials that pose a potential pollutant source to the storm water
6.2 of this SWPPP.
of the appendix. The sediment controls should address all of the requirements in Sections 6.1 and
Plan”. The plan for each lot, where applicable, is found in the “Individual Lot Information”section
The erosion and sediment control methods used are listed in the “Erosion and Sediment Control
Site-Specific Erosion and Sediment Controls6.3
Utilize outlet structures that withdraw water from the surface of settling basins or impoundments.?
Minimize soil compaction unless dictated by site development?
Explain alternative practices where site constraints limit buffer zones.o must have a 50-foot buffer zone, Appendix A of the most recent EPA-approved Quality Inventory Section 305(b) Integrated Report
Discharges to Outstanding Natural Resource Waters and impaired (Category 5 or 4a), listed in o
Use natural buffers around waters of the state and direct runoff to these areas, where feasible.?
Soil characteristics: range of particle sizes present.o
Nature of resulting runoff,o
Duration, amount, frequency and intensity of precipitation,o address:
Minimize sediment discharge with erosion and sediment controls that are designed and installed to ?
Minimize disturbance of steep slopes on site.?
Preserve topsoil where feasible.?
Minimize exposed soils generated during construction.?
stream bank erosion and scour around discharge points.
Control storm water runoff during peak flow and total storm runoff volume to minimize channel and ?
Control storm water volume and velocity in ways that minimize soil erosion.?
be installed and maintained to:
The chosen controls shall include designs that are effective at minimizing pollutants, and should
Best Practicable Technology (BPT)6.2 dirt stockpiles, borrow areas).
Address off-site material storage areas in erosion and sediment control efforts (overburden and ?
Remove sediment from silt fences before reaching 50% of fence height (above ground).?
capacity has been reduced by 50%.
Remove sediment from sediment traps and sedimentation ponds no later than the time that design ?
negative effects and, whenever feasible, prior to the next storm event.
Remove sediment accumulations if sediment escapes the site at a frequency to minimize further ?
specifications.
Select, install, and maintain control measures according to the manufacturer or designer’s ?
type, and rainfall.
Retain sediment on-site to the extent practicable with consideration for local topography, soil ?
Short and Long Term Goals/Criteria6.1
2014.
the reissued LAR200000, effective March 1, 2012, and the reissued LAR100000, effective October 1, to meet effluent limitations required by 40 CFR 450.21. These limitations were incorporated into effectively minimize the discharge of pollutants by design, installation, and maintenance, in order pollutants in the storm water discharges. The control measures shall, at a minimum, be designed to
This section includes descriptions of control measures that will be implemented to control
Erosion and Sediment Controls6.0 dictated by individual site conditions) of the construction.
required for all down slope boundaries (and for those side slope boundaries deemed appropriate as
At a minimum, silt fences, vegetative buffer strips, or equivalent sediment controls are structures that release water from the surface, unless infeasible.
drainage locations serving less than ten (10) acres. Sediment basins must utilize outlet
Sediment traps and sediment basins may be used to control solids in storm water runoff for
8.1 Structural Control Requirements
Structural Controls8.0 stabilization.
7.2 of this SWPPP will be documented, with the outline of a schedule for initiating and completing
The circumstances that led to the inability to complete the deadlines outlined in sections 7.1 and will proceed.
As soon as conditions allow, the activities required to plant and initially establish vegetation ?
measures to prevent erosion.
Immediately initiate, and within 14 days complete installation of temporary non-vegetative ?
vegetative stabilization measures are proposed, the following deadlines apply:
Where the site is affected by circumstances beyond the control of the Stormwater Permittee, and
Other Deadlines7.3 defined in Part IX of the permit, are met practicable. Routine inspections will be continued until final stabilization requirements, as
With extenuating circumstances like drought, stabilization measures will be completed as soon as
Non-Vegetative installation or application of stabilization measures.?
Vegetative Stabilization initial seeding or planting, and/or?
the site will have completed:
As soon as practicable, but no later than 14 days after initiation of soil stabilization measures, Deadline to Complete Installation of Stabilization Measures7.2 the site.
will resume within 14 days, stabilization measures do not have to be initiated on that portion of of the site, or temporarily ceased and will not resume for 14 days. If earth disturbing activities grading, excavating, or other earth disturbing activities have permanently ceased on any portion
Stabilization measures will be initiated immediately in portions of the site where clearing, Finalizing arrangements to have stabilization product fully installed.?
Starting stabilization practices on a porting of the area to be stabilized?
Seeding or planting?
Applying mulch or other non-vegetative product?
Prepping soil for vegetative or non-vegetative stabilization?
limited to:
The types of activities that constitute the initiation of stabilization include, but are not
Deadline to Initiate Stabilization Measures7.1 vegetation, and other appropriate measures.
textiles, sod stabilization, vegetative buffer strips, protection of existing trees and mature not limited to establishment of permanent self-sustaining perennial vegetation, mulching, geo-existing vegetation is preserved when possible. Final stabilization measures may include but are stabilization measures that ensure that disturbed portions of the site are stabilized, and that
The site stabilization practices described in this SWPPP include interim and permanent
Stabilization Practices7.0
EROSION CONTROL NOTES:
CW
PERMANENT ROCK RIP RAP
DRAINAGE PATTERN
CONCRETE WASHOUT CONTAINMENT
LAGOON
LAGOON
LAGOON
LAGOON
SLOPE PROTECTION BLANKET
SLOPE4:1
4:1
5:1 6:1
20:1
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File details come from the government source that posted it. Updated .