20190328 Ver 1_RE_ about Bridge 141 over South River_20190320

Carpenter, Kristi
From: Price, Gregory W
Sent: Wednesday, March 20, 2019 4:54 PM
To: Steenhuis, Joanne
Cc: Rerko, James J
Subject: RE: ?? about Bridge 141 over South River
Attachments: 17BP.6.R.75_EC_Plans_20180725.pdf
Joanne,
Attached is the approved Erosion Control Plan. The proposed dewatering plan will
involve installing a temporary pipe for flow diversion. Sheet piling will most likely be
used for impervious dike installation. Let me know if you need anything else. Thanks,
Joanne.
Gregory W. Price, PWS
Division 6 Environmental Specialist
North Carolina Department of Transportation
910 364 0835 office
919 914 1200 mobile
gwprice2(o)ncdot.gov
500 Transportation Drive
Fayetteville, NC 28302
'Ir- -
n
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Steenhuis, Joanne <[e-mail]>
Sent: Wednesday, March 20, 2019 3:53 PM
To: Price, Gregory W <[e-mail]>
Subject: ?? about Bridge 141 over South River
G reg,
I am looking at the permit application for replace Bridge 141 with a culvert in
Cumberland County. Can you give me a description of the dewatering proposed. Will it
be a pump around or a by-pass channel? I see temporary impacts for dewatering but no
description or location of it on the drawing. Will they need to use sheet pile to dewater
the channel prior to installing the aluminum box culvert? Curious minds want to
know! Thanks!

Joanne Steenhuis
Environmental Senior Specialist
Transportation Permitting Branch
Department of Environmental Quality
[phone] (office)
[phone] (mobile)
0oanne.steenhuis a(-ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
--:�Nothing Compares]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.

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PROFILE (HORIZONTAL)
a
PROFILE (VERTICAL)
THESE EROSION AND SEDIMENT
CONTROL PLANS COMPLY WITH
THE REGULATIONS SET FORTH
BY THE NCG-010000 GENERAL
CONSTRUCTION PERMIT EFFECTIVE
AUGUST 1, 2016 AND ISSUED BY
THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES.
PLAN FOIR PlfB�]POSIED
H���[���I' IEIE�����l�T �C�I�']ClfgOIL
C UMBERLA ND C 0 UNTY
LOCATION.- BRIDGE NO.250141 STEWART ROAD (SR 1819) OVER SOUTH
RIVER TRIBUTARY
TO
JRcKSoN R�0410
TYPE OF WORD: WIDENING, GRADING, PAVING,
DRAINAGE, AND STRUCTURE
RFC.,IN rl 11 VFRT
-L- J I A I L --- 00. 10
.0005
STEWART ROAD (SR 1819)
Rr-r-IKI PPn lr-r'T 17RP / D 79
-1-- 51A I I +SU.UU
Prepored in the Office of:
1616 E. MILLBROOK ROAD, SUITE #160
RALEIGH, NORTH CAROLINA 27609
ATKINS(9.9) 876-6888 NCBEES #F-0326
Designed by:
NADIA MA TA, PE, CPES C 3863
NAME LEVEL III CERTIFICATION NO.
It j
FNI7) PROIFC'T 17RP A R 71S
rl 11 VFRT
-L- J IA IL + i5/.00
Reviewed in the Office of:
ROADSIDE ENVIRONMENTAL UNIT
1 South Wilmington St.
Raleigh, NC 27611
2018 STANDARD SPECIFICATIONS
Reviewed by:
MARK STALEY, CPESC, CPS WQ
416
TO BL UMAN
ROAD
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
17BP.6.R.75
EC-1
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
EROSION AND SEDIMENT CONTROL
MEASURES
SEd•
Description
Symbol
1630.03
Temporary Silt Ditch
TO
1630.05
Temporary Diversion
� TD
1605.01
Temporary Silt 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 Fo➢yacry➢amide (PAM)_
1633.02
Temporary Rock Silt Check Type-B----------
'
Watt➢e % Coir Fiber Wattle
EW
CFW
Watt➢e % Cmir Fiber Wattle
with Po➢yacry➢amide (LOAM)_______________________________________
1634.01
Temporary Rock Sediment Dam Type -A
1634.02
Temporary Rock Sediment Dam Type-B ----
1635.01
Rock Pipe Inlet Sediment Trap Type -A
-7
1635.02
Rock Pipe Inlet Sediment Trap Type-B_----_
1630.04
Stilling Basin-----------------------------------------------------�
1630.06
Special Stilling Basin__________________________________
Rock Inlet Sediment Trap:
1632.01
Type A
A Lj
1632.02
Type
B LLjj
1632.03
Type C
C LJ
Skimmer Basin
Tiered Skimmer Basin _____________________________.
Infiltration Basin----------------------------------------------
Roadway Standard Drawings
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRU��ING PHASE OF
CONSTRUCTION.
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
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 "erms and Slope Drains
1633.02
Temporary Rock Silt Check Type -3
1630.01
Riser -3asin
1634.01
Temporary Rock Sediment Darn Type A
1630.02
Silt "asin Type
1634.02
Temporary Rock Sediment Dam Type
1630.03
Temporary Silt Ditch
1635.01
Rock Pipe Inlet Sediment Trap Type A
1630.04
Stilling -3asin
1635.02
Rock Pipe Inlet Sediment Trap Type
1630.05
Temporary Diversion
1640.01
Coir Fiber -3affle
1630.06
Special Stilling -3asin
1645.01
Temporary Stream Crossing
1631.01
Matting Installation

SILT
C%T I T rr nlnr
FENCE
ISOMETRIC VIEW
I G vvr% I I L L
VIEW FROM SLOPE
FIBER WATTLE
BREAK DETAIL
NOTFS:
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.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
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.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
STANDARD SPECIFICATIONS. .
INSET A
FILL c' now
1 ►► - _ 2 ►► TRENCH
J A it ■ A A T T ■
J LT FENCE POST
INSET A
DOWNSLOPE STAKE
SIDE VIEW

15"-16"
COIR FIBER WATTLE BARRIER DETAIL
ISOMETRIC VIEW
2' WOODEN
FRONT VIEW
AL
SEE INSET A
I\IOTFC -
USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLES ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN 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.
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT.
FILL
IS -
INSET A
2"-3" TRENCH
TOP VIEW
V<JYYIVVL<JI L V I r%[\L

COIR FIBER
COIR FIBER WATTLE
POLYACRYLAMIDE (PAM)
SLOPE
ISOMETRIC VIEW
?'(MAY _ ) 2' UPSLOPE
2 IN.
MATTING
CROSS SECTION
VEE DITCH
See Inset C
EDGE OF PAVEMENT
J 1 mr\C
2' UPSLOPE
CT A VC
CROSS SECTION
TRAPEZOIDAL DITCH
GROUND
NATURAL GROUND
2' DOWNSLOPE
STAKE
FLOW
WITH
DETAIL
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
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.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH WATTLE.
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
INSET A
AM
(1 oz.)
INSET B
oz.
CAI
(1 oz.)
TOP VIEW
INSET C

PROJECT REFERENCE NO. SHEET NO.
17BP.6.R.75 EC -2C
RiW SHEET NO.
II ROADWAY DESIGN HYDRAULICS
T Mpo A Y ROCK Sl LT CHECK TYP A WITH ENGINEER ENGINEER
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
EXCELSIOR NOTES:
MATTING
FLOW
B INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ll
ACCORDANCE WITH ROADWAY STANDARD DRAWING N0, 1633,01,
SEDIMENT CONTROL STONE°D
° D
a
O p O
DUSE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
O O
p O p p D O p MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
O D
O p O O p
A p"" 0 o� OoQ �o� C6o A PRIOR TO POLYACRYLAM I DE (PAM) APPLICATION, OBTAIN
og
00 O � o0 0 00 O
O�Q �O A SOIL SAMPLE FROM PROJECT LOCATION AND FROM OFFSITE
D O Q O°
°°D �
DOD ° �O� O� O°OMATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
0, o 0 �OD ° °
0
00 0 o
�`������� TO BE APPLIED TO EACH ROCK SILT CHECK.
�O o �O d O o O FO �O o �O
CFO
° POD o O ° od ° O D �O ° °
D D Q ° °
O O O O O
�Oa 0� o moo �� INITIALLY APPLY 4 OUNCES OF POLYACRYLAMI DE (PAM)
pow
° �O 4� ° O ° ° O d �O D
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
Q D � ° D � i D
�� �EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
��
STRUCTURAL STONE �
B
PAM
(4 OZ.)
PLAN
*so"
INSET A
See Inset A
CLASS B STONE
2/3 CHANNEL 1' MIN EXCELSIOR
WIDTH MATTING
0 0 0 ° 12"
1' MIN O000000 0000 _ ► oD�Co�o°
H — 2 MIN ° ° D
O ��O OHO OHO OHO OHO ° op�Dp
Ell
(-
EXCELSIOR
MATTING
SECTION B - B CLASS B STONE
SECTION A -A
NOT TO SCALE

i i s
OF HIGHWAYS
NORTH CAROLINA
SOIL STABILIZATION
TIM.EFRAMES
SITE DESCRIFTION
STABILIZATION TIME
TIMEFRAME EXCEFTIONS
PERIMETER DIKES9 SWALES9 DITCHES AND SLOPES
7 DAYS
NONE
HIGH DUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3e1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2e1914 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
NONE9 EXCEPT FOR PERIMETERS AND HOW ZONES.

i i s
OF HIGHWAYS
NORTH CAROLINA
SOIL STABILIZATION
MATTING FOR EROSION CONTROL
CONST
SHEET NO.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE T Y
ES MA E (S )
-I,-
13+0b
13+82
KT
70
-I�-
11+02
11+75
KT
70
1
-I,-
13+00
13+25
ITT
25
5U b
T0TAL,
I65
MI66��,ANE
U5 MATTINb TO U INSTA
I, O A5 OIW
TEO V THE
NbINEEK
8 3 5
T0TA1�
1000
5AY
1000
SUMMARY SHEET
PERMANENT SOIL REINFORCEMENT MAT
CONST
SHEET NO.
LINE
FROM
STATION
TO
STATION
SIDE
T I MAT (Y)
ESTIMATE S
- I -
1 3 + 25
I l-+ 75
ITT
11-0
5U
T0TA1,
I1-0
AOO I T I ON4
CSKM T O U T
NSf GI, O
50
T0TAL,
190
5AY
200

PROJECT REFERENCE NO.
17BPe6.Re75
R,W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
EC-05/CONST.04
HYDRAULICS
ENGINEER
CULVERT CONSTRUCTION SEQUENCE STA. 12 + 70*5 -L-
� N
O
O
O
00
Proposed
Channel Transition
Excavation
GREU TL-3
SR 18/9 STEW ART RD /8' BST
N
O
0
GREU TL-3
T
Ln
C\j
IMPERVIOUS
DIKE
-E
24 INCH
TEMPORARY
PIPE
rff"�
I
�90 40
00000
i0
i
O t
i
i °0000o
I
E
CONSTRUCTION SEQUENCE FOR ALUMINUM BOX CULVERT
1. UTILIZE SPECIAL STILLING BASIN(S) DURING
CONSTRUCTION AS NEEDED.
2. CONSTRUCT IMPERVIOUS DIKES AND
INSTALL 24-INCH TEMPORARY PIPE FOR
DIVERTING STREAM FLOW.
3. DEWATER CONSTRUCTION AREA UTILIZING
SPECIAL STILLING BASIN(S).
4. REMOVE EXISTING BRIDGE SUPERSTRUCTURE
AND SUBSTRUCTURE.
5. CONSTRUCT NEW ALUMINIUM BOX
CULVERT.
b. REMOVE IMPERVIOUS DIKES, TEMPORARY
PIPE, AND SPECIAL STILLING BASIN(S).
7. COMPLETE ROADWAY.
F
E
224
- - �- ---- ----- - - -�- - - -
LnN-) A '�q-
C\1 O O
SR 18/9 STEW ART RD /8' BST 0
Ln � �
ClC)
O 0
O 0
O
IT
00-
�1 n
�00C
god
-0
GREU TL73.------
15-
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1
IMPERVIOUS
DIKE
1 - I
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