B-5985A Erosion Control

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Sheet
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For
Index of Sheets
See
Sheet
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For
Conventional Symbols
2055
72
st V 1536 210
599 00 1997 E 7th t E 7th t E 7th S
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OFF -SITE DE TO UR
BRIDGE #770125
STATE OF NORTH CAROLINA
DIVISION Or Eff'"UHWAYS
ROBESON COUNTY
LOCATION. BRIDGE NO. 770125 OVER
LUMBER
RIVER
ON
NC 4M2
TYPE OF WORD: GRADING, DRAINAGE,
SIGNALS,
PAVING
&
STRUCTURES
CLEARING ON
THIS PROJECT
SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT
IS WITHIN THE
MUNICIPAL BOUNDARY OF
LUMBERTON.
GRAPHIC SCALE
50 25 0 50 100
PLANS
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH
THE APPLICABLE REGULATIONS SET FORTH BY THE NCG-010000
GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019
AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES.
00 r
C
CS
Z2
1223 Jones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 8518077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
Prepared in the Office of:
WETHERILL ENGINEERING
1223 JONES FRANKLIN RD
RALEIGH NC 27606
Designed by.
HARMINDER SINGH
NAME
3519
LEVEL III CERTIFICATION NO.
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
a
B-,5985A
EC-4
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
EROSION AND SEDIMENT CONTROL MEASURES
Sta. Description Symhol
1630.03 Temporary Silt Ditch - - - - - - - - - - -
1630.05 Temporary Diversion - - - - - - - - - - - - - - - - TD
1605.01 Temporary Salt Fence - - - - - - - - - -
1606.01 Special Sediment Control Fence - - - _
1622.01 Temporary Berms and Slope Drains - - - - - �� ~
1630.02 Silt Basin Type B - - - - - -
�
1633.01 Temporary Rock Silt Check Type -A- - - - - - - - -
Temporary Rock Silt Check Type -A with
Matting and Folyacrylamide (PAM) - - - - - - - - - -
1633.02 Temporary Rock Silt Check Type-B - - - - -
EW
Waftle/Conr Fiber Wattle------------------� CFF
W
W&66le / Coir Filer Wattle
1
with Polyncrylamide (PAM)- - -
- - - - - - - - - - - - - - - - J
1634.01
Temporary Rock Sediment Dam
Type -A- - - - - - °
° Oo
1634.02
Temporary Rock Sediment Dam
-
Type-B- :)
1635.01
Rock Pipe Inlet Sediment Trap
Type -A- - - - - - -
1635.02
Rock Pipe Inlet Sediment Trap
Type-B- - - U `�
1630.04
Stilling Basin -----------------------°-----�
1630.06
Special Stalling Basin - - - - - -
---
Rock Inlet Sediment Trap-
1632.01
Type A----------------------
A
1632.02
Type B---------------------------
B LJ
1632.03
Type C ---
-------C
Shimmer Basin - - - - - - - - - - - - -
- - - - - - - - - - -
Tiered Shimmer Basin- - - - - - -
- - - - - - - -
Infiltration Basin- - - - - - - - - - -
- - - - - - - - - - -
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
1604.01
Railroad Erosion Control Detail
1632.01
Rock Inlet Sediment Trap Type A
1605.01
Temporary Silt Fence
1632.02
Rock Inlet Sediment Trap Type B
1606.01
Special Sediment Control Fence
1632.03
Rock Inlet Sediment Trap Type C
1607.01
Gravel Construction Entrance
1633.01
Temporary Rock Silt Check Type A
1622.01
Temporary Berms and Slope Drains
1633.02
Temporary Rock Silt Check Type B
1630.01
Riser Basin
1634.01
Temporary Rock Sediment Darn Type A
1630.02
Silt Basin Type B
1634.02
Temporary Rock Sediment Dam Type B
1630.03
Temporary Silt Ditch
1635.01
Rock Pipe Inlet Sediment Trap Type A
1630.04
Stilling Basin
1635.02
Rock Pipe Inlet Sediment Trap Type B
1630.05
Temporary Diversion
1640.01
Coir Fiber Baffle
1630.06
Special Stilling Basin
1645.01
Temporary Stream Crossing
1631.01
Matting Installation

PROJECT REFERENCE NO. SHEET NO.
B-5985A EC-2
ILW SHEET NO.
SILT
FENCE
C01 R
FIBER
WATTLE BREAK D E TA I L ROA�NGINEERSIGN ENGINEERS
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND
LENGTH OF 10 FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
ROAD
GRADE
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
FILL
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
MATERIAL
ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
SILT
� \
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
FENCE
WATTLE \
STANDARD SPECIFICATIONS.
TOE
OF FILL\
INSET A
ISOMETRIC VIEW
1"-2" TRENCH
FILL SLOPE 12" WATTLE
SILT
FENCE
SILT FENCE POST
POST
9 FT.
r WOODEN
UPSLOPE STAKE
STAKE
2
� SILT FENCE
—a FT.-
SEE INSET A
10"-11"
1'
low
2
FT.
12" WATTLE
STAPLE
DOWNSLOPE STAKE
VIEW FROM
SLOPE
SIDE VIEW

PIPE/CULVERT
EDGE OF PA`
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA:
Coluffo1►�
(WHERE ROADSIDE DITCHES ARE PRESENT)
'EMPORARY ROCK SILT CHECK TY
AND/OR WATTLE MAY BE USED
PIPE/CULVERT
ROADSIDE ENVIRONMENTAL UNIT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
2018 STANDARD SPECIFICATIONS
DRAWINGS NOT DRAWN TO SCALE
LEGEND:
`M M; '1 ,M I I IMPERVIOUS DIKE
VI LJI�TURBANCE
1. INSTALL SPECIAL STILLING BASIN.
2. INSTALL UPSTREAM PUMP, TEMPORARY FLEXIBLE HOSE, AND STABILIZED DISCHARGE PAD.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION
DISCHARGING ONTO
STABILIZED OUTLET PAD.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER WORK
BE DEWATERED SHALL BE EQUAL TO ONE DAYS WORK.
5. INSTALL PIPE(S), STREAM BED STABILIZATION, AND SLOPE STABILIZATION AS DIRECTED.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS
IMPERVIOUS DIKES,
PUMPS, TEMPORARY FLEXIBLE HOSE, AND STABILIZED
DISCHARGE PAD. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. REMOVE SPECIAL STILLING BASIN AND RESTORE AREA TO ORIGINAL CONDITIONS.
ZONE. AREA TO
DIKES. REMOVE
8. STABILIZE ALL DISTURBED AREAS THROUGHOUT PROJECT WITH SEED AND MATTING FOR
EROSION CONTROL.
NOTES:
INSTALL EROSION CONTROL MEASURES PRIOR TO ANY EARTH DISTURBING ACTIVITIES.
INSTALL COIR FIBER WATTLE FENCE BREAKS OR TEMPORARY ROCK SILT CHECKS.
TYPE -A AT LOW POINTS IN SILT FENCE.
FOR OPTION 1 INSTALL SILT FENCE SUCH THAT ALL EARTH DISTURBANCE IS CONTAINED.
FOR CULVERT CONSTRUCTION SEQUENCING SEE THE PUMP
AROUND DETAIL OR CONSULT
"BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES".
ALL EXCAVATION IN JURISDICTIONAL STREAMS SHALL BE PERFORMED IN ONLY DRY OR
SECTIONS OF THE WORK ZONE.
IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN
MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK.
THIS INCLUDES THE DISCHARGE PAD, DIVERSION PIPES, PUMPS, AND HOSES.
PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO MAINTAIN STREAM FLOW AND
WORK AREA.
ISOLATED
NECESSARY.
TO DEWATER THE
INSTALL SPECIAL STILLING BASIN IN VEGETATED AREA WITHIN RIGHT OF WAY. DISCHARGE SHOULD BE
DIRECTED THROUGH VEGETATED BUFFER AWAY FROM WORK SITE.
INSTALL SILT FENCE AS DIRECTED TO CONTAIN DISTURBED AREAS AND/OR EXCAVATED STOCKPILES.
BORROW MATERIAL FROM OR DISPOSAL OF MATERIAL TO ANY UNPERMITTED SITE WILL REQUIRE A
RECLAMATION PLAN.
INSTALL PIPE(S) IN JURISDICTIONAL AREAS IN ACCORDANCE WITH NCDOT BEST MANAGEMENT PRACTICES
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
EDGE OF PAVEMENT
FLOW
LIMITS
REAM 0 PUMP
OF DISTURBANCE
® SPECIAL STILLING BASIN
STABILIZED DISCHARGE PAD (GEOTEXTILE)
E O P EDGE OF PAVEMENT
ETF EXISTING TRANSPORTATION FACILITY
(ROW)
TEMPORARY ROCK SILT CHECK TYPE -A
AND/OR WATTLE
TEMPORARY SILT FENCE
w CL
CL w
w 0
0 w
w
w
w C- CL w
w 0 0 w
w w
FLOW
PUMP -AROUND OPERATION FOR PIPE REPLACEMENT IN
JURISDICTIONAL " I R I AI EROSION O `; " I RO I . DETAIL

OF HIGHWAYS
NORTH CAROLINA
SOIL STABIL.IZATION
TIMEFRAM.ES
SITE DESCRIFTION
STABILIZATION TIME
TIVEFRAVE EXCEFTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3e1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2e19 14 DAYS ARE ALLOWED.
SLOPES 3o1OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH,
ALL OTHER AREAS WITH SLOPES FLATTER THAN 401
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

CULVERT CONSTRUCTION
1. INSTALL EROSION CONTROL C&G PHASE MEASURES FOR
THIS SITE PRIOR TO COMMENCING CULVERTWORK
(NOT SHOWN FOR CLARITY).
2. INSTALL SPECIAL STILLING BASIN FOR PUMPED EFFLUENT.
3. CLOSE CONSTRUCTION AREA TO TRAFFIC, REROUTE TO
OFF -SITE DETOUR.
4. CONSTRUCT IMPERVIOUS DIKES 1-2 AND INSTALL
TEMPORARY FLEXIBLE HOSE AND PUMP.
5. CONSTRUCT THE PROPOSED
CULVERT. CONSTRUCT THE
CHANNELS.
CONCRETE PIPE
PROPOSED INLET AND OUTLET
6. REMOVE ALL IMPERVIOUS DIKES AND DIVERT FLOW IN
TO THE NEWLY CONSTRUCTED CONCRETE PIPE
CULVERT.
7. REMOVE TEMPORARY FLEXIBLE HOSE AND SPECIAL STILLING
BASIN FOR PUMPED EFFLUENT.
8. FINALIZE CONSTRUCTION OF -Ll- ALIGNMENT.
ap
SEQUENCE
STA. 20 + 62,o 6
F
H W F�
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I
PROJECT REFERENCE NO.
B -5985A
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
EC-05
HYDRAULICS
ENGINEER

0-
MATC H LI N E SHEET 5 -EY2- STA. 15 + 00.00
LUMBE D6�STQ3AUTHORITY � —1alM----- D\ 0GG3
2PG548 II
. 4.5MM2821
DIRECTION OF PIPE \\
END NOT FOUND C� I I I
CITY OF LUMBERTON y
DB 656 PG 148 $
BST Place Matting for Erosion Control �P
. I / o
-Ll- PC Sta.l5 +468/ o m I I
/ \°\ on Slopes Adjacent to Permitted I gad , C\ 1
\ BEGIN CONSTRUCTIO O � I i o���m Wetlands as Work Allows. W
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\� °O° REMb I ► -' ELEV•=124.25'
Elm—
\ i i REMOVE &
o I I ' ' I RESET TEMPORARY BEGIN 9"X12"
ACCESS ROAD CURB 37' LT. JANICE MARIE LEE
\� �► EM oOOO \ \ p F BOLLARD OR WORK BRIDGE STA. 25+1, JOHNNY M. LEE
e 1043 PQ 483
OW�� '• ` i� ► �� may.► -1� ,._ ' , ♦i • .•
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REMOVE CB & '16
ASSOCIATED PIPE• -•CL 11 RIP RAP
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REMOVE
2022 N. WATERS ST.
2042 2200
2900
600 1200
15200 700 � 1650 15500
17000 17700
N� L4�2 � � 50 NC 4V72
200
200 50
600
700
N. WATERS ST.
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BEG. APPROACH SLAB
-Ll- STA. 21+93.50
o
END
BRIDGE
-Ll-
STA. 25 + 03.50
M
2'
TYPE III
5,_6„
2' 12'
2' 5'-6" TYPE 111
12'
2'
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12'
I o ,
BEGIN BRIDGE
-Ll- STA. 22+08.50
12'
Cl)
5'-6"
5'-6 "
END APPROACH
1' 2"
SLAB 2'
-Ll- STA. 25+18.50
SKETCH SHOWING
BRIDGE/PAVEMENT RELATIONSHIP
NC GRID
NAD 83 NA 2011
PROPOSED
EXCAVATION
N/ANC=�
32 BST BRIDG
E # 125
TEMPORARY
WORK BRIDGE
PROPO
EXCAVATION
(STR. PAY ITEM)
UNKNOWN
OWNER
^
CL II RIP RAP
TO POINT
0
SHL
(STR• PAY ITEM)
FpoST # 6316
SF 2 9p
96 6,9
NOTE: IMPERVIOUS DIKES MAY BE MODIFIED
AND/OR ELIMINATED AS DIRECTED BY THE ENGINEER.
NOTE: UTILIZE FABRIC INSERT INLET PROTECTION DEVICE AS
DIRECTED BY ENGINEER IN LIEU OF ROCK INLET SEDIEMENT
TRAP TYPE C TO PREVENT IMPOUNDING RUNOFF ON
ROADWAYS OPEN TO THE PUBLIC.
-Ll-
PI Sta 2/+09.42
0 =
32° 49' 41.4" (LT)
D =
3' 00' 00.0"
L =
1,094.27'
T =
562.6/'
R =
1,909.86'
SE
_ .03
RO
= SEE PLANS
DS
= 40UPH
PROJECT REFERENCE NO. SHEET NO.
B -5985A EC-06/CONST .04
RNV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
2S
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� 1223 Jones Franklin Rd.
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ETHERILL
ENGINEERING Liscense No. F-0377
II
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Bus: 919 851 8077
-
°
Fax: [phone]
• I
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TRANSPORTATION PLANNING/DESIGN -BRIDGE/STRUCTURE DESIGN
O TOP- 71�
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CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
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16.8
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-Ll- STA. 27+
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BST
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-EY2- POT Sto. 2/+82.36
Nc RAW
END NCDOT PROJECT B-5985
-Ll- POT STA. 27 +90.00
UTILIZE SPECIAL STILLING BASIN WHERE APPLICABLE.
INSURANCE AGENCY, INC
DB 1444 PG 288
41,
• II � � � 2s-BST \
8,
•
Place Matting for Erosion Control
on Slope as Work Allows.
Sta. 25 + 40 to Sta. 26 + 45 RT
NOTE: ROW/STA. OFFSETS
ARE TO THE -Ll- ALIGNMENT
O cSI
tiii�F,opS,T 29�
�C — EXISTING SIGNAL
SEE SHEET 6 FOR -L1- PROFILE
SEE SHEET 7 FOR -EY2- PROFILE
SEE SHEETS S-1 THRU S-22
FOR STRUCTURE PLANS
N,