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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
August 14, 2024
Mr. Stephen Lane
Coastal Management Representative, Transportation Projects
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
J.R. "JOEY" HOPK Ns
SECRETARY
Subject: Authorization Request for altering Reinforced Soil Slopes to Rock Plating and
utilizing Rock Embankment in areas of high water for proposed fills. CAMA Major Permit
No. 74-23, TIP No. B-5156 Pender County Bridge 28 over Long Creek on NC210.
Dear Mr. Lane,
The N.C. Department of Transportation, Division 3, is requesting Authorization to the
above referenced permit for proposed changes to the existing permitted plan for the subject
project. The proposed changes are being requested due to previously unknown site
conditions resulting in high water at the proposed fills and flood conditions that may affect
slope stability. The agency personnel discussions were held on -site on June 6, 2024, at the
Environmental Pre -Construction Meeting regarding our concerns. The attached plan
modification sketch summarizes the requested changes for phased installation of Rock
Embankment to provide stability and protection against erosion during construction.
Attached is the Departments standard drawing 275.01 for Rock Plating that will be used in
place of the Reinforced Soil Slopes shown on plan sheet 2G-1 and 2G-2. Also, included is
a standard drawing detailing the use of Rock Plating with Rock Embankment, modified for
use on this project. The limits and areas of the requested changes shown in the phasing
sketch are meant to be approximate only and provide detail of use and locations of Rock
Embankment due to high water conditions.
The changes include:
• Rock Embankment area from approximately Sta. 18+50 to 22+00 and Sta.
23+80 to 24+50 (shown as outlined in red shaded areas on the phased plan
sketch): Originally no rock embankment was shown in this fill section of roadway.
However, it was determined that these locations are inundated with water due to
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BARBADOS BOULEVARD
DIVISION OF HIGHWAYS Customer Service: 1-877-368-4968 CASTLE HAYNE, NC 28429-5647
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647 Website: ncdot.gov

existing ground elevations and tidal influence of Long Creek. For the resilience,
stability of the roadway, and compliance with permit conditions to limit and
manage erodible materials, replacing the proposed borrow material with rock
embankment (east and west) is proposed. The original plan to undercut and
placement of select fill from Sta 21+00 to 22+00 will then be performed inside of
the rock embankment perimeter to contain any potential erosion during flood or
tidal conditions. From Sta. 23+80 to 24+50, rock embankment will be utilized to fill
the lowest areas to then typical end bent protection will be installed to an adequate
elevation to encapsulate the borrow operations occurring up station. No undercut is
proposed from Sta. 23+80 to 24+50
Slope area from approximately Sta. 13+50 to Sta. 21+50 and Sta. 24+25 to
25+00 (shown as Reinforced Soil Slopes (RSS) on Roadway Sheet 4): Will be
replaced with Rock Plating Typical Section No 1 of the 2024 Roadway Standard
Drawings 275.01 and Rock Plating and Rock Embankment Detail Typical 3 on
GEO-2 Modified for C204724 for stations listed.
For clarification to the changes detailed above, the department will modify the toe of slope
location if necessary to mitigate if needed to remain within the footprint of the currently
permitted wetland impacts. No additional wetland impacts will occur with this change to
embankment or slope protection.
Please let me know if any additional information is needed in support of this request.
Sincerely,
1 ry- I-'4-kQ�-
Jon W Giles Jr
NCDOT Division 3 Environmental Officer
[phone]
[e-mail]
ec:
Holley Snyder, NCDWR
Tom Steffens, USACE
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
2

DocuSign Envelope ID: EB1109F6-BD7C-400B-BA02-D8594E5FE66E
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DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP
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A =
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D =
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L =
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T =
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R =
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SE
= 0.035
RO
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©2023
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
PROJECT REFERENCE NO.
SHEET NO.
B —5156
4
R(W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
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3/7/2024
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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BEG/ CONSTRUCT/ON GEOFE)(T,hLE FOR FILL CLASS Detail 275.01
-L- POT StG. 12 +10.00 - -
T� OF fit. Vol � .
BEGIN REINFORCED � � � ,� 15' Wide Top � � . , � � , , �� � � ��������� ��� - �FLO
SOIL SLOPES (RSS) —L — PC StG. 13+70.39 -L -
-L - StG.13+50.00 LT 7` _...... _ ..
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15 1 ► so' LT / (NOT TO SCALD r,�r
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�� I +00 / + CLASS 11 RI m Class 7 to be 3' +/- thick f W
-J11�� / I 50'AT ��B— , m A STRU�UR 7400SF -Average Water depth 1.5' - I N _
�38' /84„ o o — — _ _ — _ — _ _ _ I I yVooD ' — — Class 7 to be 3' +/- thick oao p �n
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Ste 1 -Install Rock Embankment,
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fi MPO RY ECIAL END TEMP. SHORING l �"
C DIT H SRM CLASS B RIP RAP -L- STA.22+05.0 CONCRETE
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SEE ETA 1 EST 1 TONS o401 OFF. = 2/.50' RT 1 ABUTMENT
EST 1 5 S? PS EST 5 SY GFD O vm OH UTILITY
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RE E CLASS B RIP RAP
GUAR f' TEMPORARY t�i EST 1 TONS
EMOVE EXIST CLASS B RIP RAP EST 5 SY GFD o40 I
OADWAY FILL, TYP EST 1 TONS
(SEE CROSS-SECTION EST 5 SY GFD NM1I EL VAT IO = 8 21
45
BEGIN TEMP. ORI a/ HISTORICAL HIGH WATER L STA 24+37.93 153.89' RIGHT
-L- STA 21, AO ELE =+/- 13.1'6' TIE SPIKE SET IN 24" PINE
(ACCORDING TO PROPERTYY'� O�NER
OFF. = 2/.5 RT CHRIS OPHER LEE -FA IL
HAS LIVED AROUND FOR OVER 30 YEARS)
REMovE EXIST
DETAIL 1
O GUARDRAIL
EXIST ROADWAY FILL CUT
EXCAVATION, TYP D1s ale)
LONG CREEK PROPERTIES LLC
(SEE CROSS -SECTIONS) Front
DB 3930 PG 273
Natural ?. �'1 het Dope
REMOVE EXIST BRIDGE
M B 38 P G 61 S L 513
Ground o, Fro
D
AND INTERNAL PIERS
d r
(STRUCTURE PAY ITEM)
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Min. D- 1.5 Ft.
Max. d = 1.5 Ft.
SEE SHEET 6 FOR -L - PROFILE
Type of Liner= PSRM
FROM STA. 19 + 00 TO STA. 21 + 88 (RT)
SEE SHEETS S -1 TO S -42 FOR STRUCTURES PLANS
I
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SEE T MP PLANS FOR TEMPORARY SHORING DETAILS

DocuSign Envelope ID: EB1109F6-BD7C-400B-BA02-D8594E5FE66E

DocuSign Envelope ID: EB1109F6-BD7C-400B-BA02-D8594E5FE66E
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PROJECT REFERENCE NO
B -5156
SHEET NO.
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LONG
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Pl Sto 28 +42.77
A =
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D =
2° IT 30.6"
L =
547.27'
T =
274.73'
R =
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SE
= 0.035
RO
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LINE DRAWN BY GIS
_ N 75°29'20' E
345.50'
0
CREEK PROPERTIES
DB 3930 PG 273
IVIB 38 PG61 SL513
EXIST ROADWAY FILL
EXCAVATION, TYP
(SEE CROSS -SECT IONS)
DETAIL 2
CUT DITCH
( Not to Scale)
Front
Ot Ditch
Natural 3'� e< Slope
Ground i.7 D
Min. D— 2.0 Ft.
FROM STA.26+75 TO STA.27+50 (LT)
LLC
LINE DRAWN BY GIS
0(7 N 75'29'20' E
270.00'
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0
CHRISTOPHER ERIC LEE AND
WIFE ROBERTA RIVENBARK LEE
DB 2515 PG 70
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Sta. 32+82.00
DOUGLAS WORE
ALLEN WORE
EDITH SHANNON
DB 2235 PG 5
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02023
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
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�� 4.15' TO
CORNER
RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
DocuSigned by:
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DocuSigned by:
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LANDSCAP
AREA
CHARLEA�p HOLLY
FIFE ROBBIE G HOLLY
DB 3159 PG 275
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DB 321PG 250
W2 ELEVATION= 23.72'
L STA 37+12.00
N 53.07'23.5" DIST 217.96'
TIE SPIKE SET IN 24" OAK
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SEE SHEET 6 FOR -L - PROFILE

STEEL BEAM GUARDRAIL
SEE ROADWAY TYPICALS FOR
GUTTER.CURB AND GUTTER —�
OR FINISHED GRADE DETAILS
GEOTEXTILE FOR ROCK PLATING -'
EMBANKMENT
v �
r CLEARANCE MIN
SHOULDER OR BERM
BREAK POINT (TOP OF SLOPE)
-118•CLASS IV SELECT MATERIAL (ABC)
SEE GEOTEXTILE
Q OVERLAP DETAIL
/0' MAX
SLOPE STAKE POINT AND
CONSTRUCTION LIMIT
(TOE OF SLOPE)
GROUND LINE -\
Z THICK R/PRAP / -k
(SEE NOTE 3)
ROCK PLATING DETAIL NO. 1 - TYPICAL SECTION
*3'-6'M/N/MUM WITH 8'-O LONG GUARDRAIL POSTS.
CONSTRUCTION LIMIT
GROUND LINE SLOPE STAKE POINT
(TOP OF SLOPE)
GEOTEXTILE
FOR ROCK PLATING
EXISTING GROUND
18" OVERLAF
MIN (TYP;
GEOTEXTILE FOR
ROCK PLATING (TYP)
GEOTEXTILE OVERLAP DETAIL
(PLAN VIEW)
SEE GEOTEXTILE
OVERLAP DETAIL
2' THICK R/PRAP
(SEE NOTE 3)
TOE OF
f
SLOPE
DITCH
* - 6
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SEE ROADWAY TYPICALS J \
FOR DITCH DETAILS
ROCK PLATING DETAIL NO. 3 - TYPICAL SECTION
NOTES:
1. SEE ROADWAY PLANS AND SUMMARY SHEETS FOR ROCK PLATING LOCATIONS.
2. FOR ROCK PLAT/NG.SEE SECTION 275 OF THE STANDARD SPECIFICATIONS.
J. USE CLASS 1.2 OR B R/PRAP UNLESS REOUIRED OTHERWISE IN THE ROADWAY SUMMARY SHEETS.
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18'CLASS IV SELECT MATERIAL (ABC)
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- 1
SLOPE STAKE POINT
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GROUND USE
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ROCK PLATING DETAIL NO. 2 - TYPICAL SECTION 0
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CONSTRUCTION LIMIT
GROUND LINE SLOPE STAKE POINT
(TOP OF SLOPE)
GEOTEXTILE
FOR ROCK PLATING
EXISTING GROUND
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4 -6 MIN /F APPLICABLE
GUTTER Q
CURB AND
GUTTER 0
Its - Q
SUBORAIN COARSE AGGREGATE
61 D/APERFORATED SUBORAIN P/PE BER41 WIDTH 0
CURB
SEE ROADWAY TYPICALS FOR GUTTER OR CURB FACE cc
AND GUTTER.GUARDRAI( AND BERM DETAILS
ROCK PLATING DETAIL NO. 4 - TYPICAL SECTION
SHEET 1 OF 1
275.01

ROCK PLATING
FOR ROCK PLATING, SEE SECTION 275 OF THE STANDARD SPECIFICATIONS.
USE ROCK PLATING AT FOLLOWING LOCATIONS:
18+50 to 21 +90 Left of - L-
23+80 to 24+50 Left of -L-
Or as directed by the Engineer.
I
I
I
/8" OVERLAP
MIN (TYP)
TOP OF SLOPE
I
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I
ROLL WIDTH
GEOTEXTILE FOR
ROCK PLATING (TYP)
I
I
I
I
5' OVERLAP
MIN (TYP)
TOE OF SLOPE
GEOTEXTILE OVERLAP DETAIL
(PLAN VIEW)
TOP OF ROCK EMBANKMENTS ELEV. r
2' TYP.
N. W. S. ELEV. 2
l�
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°° ° 0
,7 °00 _0 C�a<
GUNST IRUCT ROCK EMBANKMENT S T O T HE ELEV AT ION SHOWN IN T HE ROCK EMBANKMENT S
& ROCK PLATING DETAIL NO.3 AND DETAIL NO. 4 OR 2 FT. ABOVE THE NORMAL WATER SURFACE
AND ACCORDING TO THE ROCK EMBANKMENTS SPECIAL PROVISION.
FILL VOIDS IN THE TOP OF ROCK EMBANKMENTS WITH CLASS B AND CLASS A RIP RAP.
PLACE 457 STONE (SELECT MATERIAL, CLASS VI) UP TO / FT. ABOVE
ROCK EMBANKMENTS AS SHOWN IN THIS PLAN.
CONSTRUCT ROCK PLATING ABOVE ROCK EMBANKMENTS FROM ELEVATION SHOWN IN THE
ROCK EMBANKMENTS & ROCK PLATING DETAIL NO.3 OR 2 FT. ABOVE THE NORMAL WATER
SURFACE TO THE SHOULDER HINGE POINT AND ACCORDING TO THE SECTION 275 OF
THE STANDARD SPECIFICATIONS..
INSTALL GEOTEXTILE ON TOP OF NO. 57 STONE IN ACCORDANCE WITH
THE ARTICLE 270 -3 OF THE STANDARD SPECIFICATIONS.
/" CLEARANCE MIN
SHOULDER OR BERM
BREAK POINT (TOP OF SLOPE)
18" CLASS IV SELECT MATERIAL (ABC) o�
SEE GEOTEXTILE
OVERLAP DETAIL
2' THICK R/PRAP
(SEE NOTE 3) -
GUARDRAIL
4' -6" MIN FACE STEEL BEAM GUARDRAIL
FOR ROADWAY DETAILS
(SEE ROADWAY TYPICALS)
See 2024 Standard
21 DWG
- GEOTEXTILE FOR ROCK PLATING EMBANKMENT
(COMMON BORROW)
Geotextile
// THICK *57 STONE
ROCK EMBANKMENTS & ROCK PLATING DETAIL NO. 3 - TYPICAL SECTION