20160186 Ver 2_Modification Request_20170127

Carpenter,Kristi
From: Ward,QSarcy
Sent: Friday,Danuary[�7,�017I�:09�M
To: Carpenter,Kristi
Subject: FW:�onner�ridge@�lodification�equest
Attachments: Bonner_Permit_modification_Drawings_December2016.pdf;D
Bonner_Permit_modification_Request_December2016.pdf
Follow Up Flag: FollowQap
Flag Status: Completed
KLC,
I'm going to need to split this request into two parts because of how it is being permitted by the Corps. The request for
additional mooring can be covered under GC 3893, project # 20160186 v.2.
The other requests for work trestle realignment and pile driving methodology can be covered with an in-field mod to the
Bonner permit which I believe will be 20120629 v.5
Sorry it's taken so long to get this one to you, but I needed to find out how the Corps was handling it first. Let me know
if you have any questions. - Garcy
From: Willis, Thomas C
Sent: Friday, December 02, 2016 4:31 PM
To: [e-mail]; Daisey, Greg <[e-mail]>; Ward, Garcy
<[e-mail]>; [e-mail]; [e-mail]; [e-mail]; Brittingham,
Cathy <[e-mail]>; [e-mail]
Cc: Hernandez, Pablo A<[e-mail]>; Mebane, Charles S<[e-mail]>; Rivenbark, Chris
<[e-mail]>; Jordan Adams ([e-mail]) ([e-mail]) ([e-mail])
<[e-mail]>; [e-mail]
Subject: Bonner Bridge Modification Request
Agencies,
Attached to this email is the Bonner Permit Modification Request, which I have talked to most of you about. The request
is for realignment of the work trestle, changes in pile installation method and additional mooring points in the Pamlico
Sound. A cover letter provides a description of the proposed changes, reasoning and temporary impact numbers. There
will be no change in the permanent impacts originally permitted. Along with the request are the modified permit
drawings, which include the currently permitted trestle alignment and the proposed alignment in this request. We have
also include an update navigational chart that gives the Lat./Long. locations for the proposed additional moorings and
email correspondence for the local USCG Station officer in charge. Please let me know if you all have any questions
regarding the request or need additional information.
Thanks
Clay Willis
NCDOT — Division One
Environmental Supervisor
Office — 252-482-1876
Cell — 252-312-3692
tcwillis@ncdot.�ov

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third paRies.

Transportation
December 2, 2016
U.S. Army Corps of Engineers
Regulatory Field Office
PO Box 1000
Washington, NC 27889-1000
ATTN:Tracey Wheeler
NCDOT Coordinator
N.C. Division of Water Resources
Washington Regional Office
9453 Washington Square Mall
Washington, NC 27889
ATT`N: Garcy Ward
NCDOT Coordinator
PAT McCRORY
covet nor-
N[CHOLAS J. TENNYSON
Secretary
N.C. Division of Coastal Management
1367 US 17 South
Elizabeth City, NC 27909
ATTN: Gi•eg Daisey
NCDOT Coordinator
Subject: Request for Modi�cation of the NCDCM CAMA Development Permit,
USACOE Permit (additional Pamlico Sound moorings), and NCDWR 401
certification for the Proposed Replacement of Bridge No. 11 over Oregon Inlet on
NC 12 in Dare County, North Carolina; TIP Project B-2500 (Phase I); Federal Aid
Projects BRNHF-0012 (48) and BRNHF-0012 (36); Debit $570 from WBS
Element: 32635.1.4
References: Section 404 Individual Permit, U.S. Army Corps of Engineers Action ID SAW-
1993-03077, issued August 14, 2013, modiiied October 30, 2015, NW 33 Permit
Action ID SAW-1993-03077 issued February 24, 2016, Section 401 Individual
Water Quality Certitication, NCDWR Project No. 20120629, issued September 7,
2012, modified November 6, 2015, in-field modification September 30, 2016 #
20160186 v4, NCDWR coi-�•esponding NW 33 WQC 3893, #20160186.
CAMA Major Development Permit, NCDCM Permit No. 106-12, issued
September 19, 2012, last modified September 26, 2016
The North Carolina Department of Transportation (NCDOT) requests a modification of the
above referenced permits due to the identification of changes in the work trestle alignment, pile
installation methods and addition of barge mooring stations. The Design-Build Team continues
to look for ways to increase productivity and minimize impacts through their means and methods
of construction. These proposed changes will result in an overall reduction in temporaiy impacts
and provide for increased efficiency in the construction of the new bridge, and demolition of the
�Nothing Cornpares�..�_
State of Norih Carolina � Department of Transportation � Division 1
1 13 Ai�port Drive � Suite 100 � Edeuto��, NC 27932
252-482-1850

existing structure. There are no proposed changes to the permanent impact areas approved in the
oz•iginal perinits.
Please note that impacts have been shown to the thousandths of an acre herein, thus due to
rounding and summing of the iinpacts will not perfectly match the hundredths in the original
permit application.
Trestle Alignment Modifications
The Team has modified their plans for how they are using the temporary work trestle as it
expands to the south. The trestle realignment begins at bent 65 and ends at bent 39, as shown the
provided permit drawings. Originally, the trestle was intended to be used for both construction of
the new bridge, as well as demolition of the existing bridge. However, the Team has developed a
new demolition method, utilizing the existing structure and engineered framework, to allow for a
top down removal technique. This eliminates the need for an adjacent work trestle to operate
from during the demolition process. Thus, realigning the work trestle, so it abuts the new bridge
alignment will increase crane efficiency, while eliminating some of the overall work trestle area.
Where some of the work trestle platform was able to be reduced, additional work trestle will be
needed around bent 39. The water depths near bent 40 have continued to decrease, thereby
restricting crane barge access, so the work trestle will need to be extended to just beyond bent 39
of the new br•idge to allow for access and construction of bent 39. The previously permitted
temporary storage platform, consisting of 8 support bents, originally planned near bent 39 has
been replaced with the extended trestle as well as ten 36" temporary docking piles. These piles
would be used to dock a barge between the trestle and the existing bridge for construction and
demolition barge access. The included revised permit drawings show the new alignment for the
work trestle and pr•oposed docking piles. For comparison we have also included a separate set of
the previous trestle alignment drawings (Ol/14/2016), along with the proposed new trestle
alignment drawings (12/Ol/2016).
Pile Installation Methods
Correspondence with the agencies has been on-going since the contractor's move away from
jetting as the primary method of pile installation in the marsh and SAV areas (bents 47 through
78). The Team was able to develop a reliable a1te1•native to jetting, as the primary pile
installation method. The original jetting process consisted of utilizing a 66" steel pile casing and
excavating the soil inaterial from inside the casing to an elevation between -40 and -60 feet. The
permanent pile was then placed in the casing, jetted down through more dense soils to near the
final tip elevation, and driven (with a pile hammer) the remainder of the distance to its required
tip elevation. Following the first several pile installations, in the upland areas on the north end, it
became apparent that recapturing the required volume of jetting water and processing it through a
filter system was inefficient and logistically presented various challenges. This result, led the
Team to further investigate, the soil profile, to see if jetting could be minimized further or
possible eliminated. Upon further investigation and a test pile drive to tip elevation, the Team
realized the soils would likely allow for pile driving and that jetting may be an unnecessary step.

The current installation process is to excavate to a depth near -60 feet, and then drive the pile the
remainder of the distance to the required tip elevation. The Team does not intend to utilize jetting
in the marsh and SAV areas as a primary method for pile installation; however, there is still the
potential for encountering dense subsurface soil conditions at some pile locations, where the
excavation/driving method, in conjunction with some jetting, would need to be used. Should the
need arise; jetting would be used, but minimized, as much as possible. If jetting is required, they
will contain the jetting spoils that return to the surface within the 66" casing pile and pump them
to a basin located in the upland area, north of the end bent (see attached drawing EC-16/CONST
16). This basin is currently sized at 185 x 36 x 3 feet, and would allow for the settling of
sediments and storage of a large volume of water. Basin calculations take into account typical
jetting water volumes and timeframes associated with these bridge pile installations.
Additional Mooring Anchor Locations
The Design/Build Team has determined a need for eight additional barge mooring anchor
locations in Pamlico Sound for the purpose of securing barges and vessels. The proposed new
mooring points are located immediately adjacent to the existing four anchor locations.
Coordination with the US Coast Guard has commenced, and an attached drawing shows all
twelve anchor locations in Pamlico Sound. A mooring anchor would be set in the sound bed,
with a mooring chain and buoy attached to it that would allow the attached vessel to swivel
within a 450-foot radius. The addition of the eight mooring stations will eliminate the need tie off
multiple barges to one mooring station. With the current proposal of 12 mooring points, each
barge will have its own mooring point, increasing security during adverse weather conditions.
The Design-Build Team and NCDOT have been coordinating with the US Coast Guard (USCG)
and US Army Corps of Engineers navigation staff regarding the type and location of these
temporary mooring locations. All USCG lighting and marking requirements will be met. Barge
and tug activity accessing these areas will remain within marked navigational channels or
historical deep water.
Summary Tables of Impacts
For comparison, below is an abbreviated version of the tables provided in the original permit
application
table.
Table 2. T
The impacts related to the modifications contained herein are summarized in the
Permit
Drawing Site
Number
Wetland
Wetland Biotic
Communities from JD
(2012)
Maritime Grassland/
Previous
Wetland Temporary
CAMA
Type Impactsxx
ac.)
CAMA 0 032
Revised
Temporary
CAMA
ImpactsX x
0.033
(Trestle) CAMA Mai•sh �
** Temporary Impacts represent tempora�y fill (pile installation, trenching for utilities), which is not mitigable

Table 4. Surface Water Im
Permit Drawing
Site Number
(Work Trestle/
Temp. Piles)
Waterbody
Oregou Inlet/Patnlico
Sound/Motts Creek
Regulatory Approvals
Previous
Mitigable Teinporary
Impacts
(ac.l
►I��i' 1 1 .
Revised
Temporary
Impacts
(ac.l
0.055
Section 404 Permit: NCDOT requests that the U.S. Army Corps of Engineers (USACE) review
this permit modification request and issue a modification, if applicable for the Individual Section
404 Permit issued August 14, 2013 and modified October 30, 2015. We also request review and
modification to add 8 mooring points to the NW 33 permit SAW-1993-03077, issued in February
2016 for the Pamlico Sound mooring stations and breasting line.
401 Certification: NCDOT requests that the N.C. Division of Water Resources review this permit
modification request and issue a modification for the 401 Water Quality Certification issued
September 7, 2012, modified November 6, 2015, and September 30, 2016 20160186v4. We also
request review and modification to add 8 mooring points to the NW 33 corresponding 401
certification 3893, issued on February 26, 2016.
CAMA Permit: NCDOT requests that the N.C. Division of Coastal Management review this
permit modification request and issue a modification for the CAMA Major Development Permit
issued September 19, 2012 and last modified September 26, 2016.
If you should have any questions regarding this request, please contact Clay Willis at (252) 482-
1876 or tc�villis�i�;ncc���t.�o��.
Sincerely,
Jerry Jennings, P.E., Division Engineer
NCDOT Division 1
,
Clay Willi , nvironmental Supervisor
NCDOT Division 1

Cc:
Pablo Hernandez, P.E., NCDOT
Shawn Mebane, P.E., NCDOT
Chris Rivenbark, NCDOT
Jordan Adams, P.E., PCL
Art Beyer, US Fish and Wildlife Service
Steve Thompson, National Park Service
Chief Hal Pitts, Bridge Branch, USCG Fifth District

Revised Work Trestle Alignment December 2016

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homogenous to almos� sparse.
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area then growth area.
VOID Open with little or no grovrth.
Boundary defined by edges of other polygons.
REVISED 12/O1/2016
1 inch = 100 feet
PERMIT DRAWINGS
S H E ET 2 3 O F 4 5 SEE SHEET NO. 26 FOR -L- PROFILE.

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REVISED 12/O1/2016
PROIEC� REFERENCE NO. SHEET NO.
8-2500 (PHASE I) 14
INN SHEET NO.
ROADWAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OPCL Civil Consfrudors, Inc.
801 Corporale Center Drive, Suite 130
Roleigh, NC 27607
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S H E ET 2� O F 4 5 SEE SHEET NO. 27 FOR —L— PROFILE.

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PROJECT REFERENCE NO. SHEET NO.
8-2500 (PHASE I) 15
Rh4 SHEEf NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
D E N 0 T E S T E M P 0 R( R Y O PCL Civil Construcfors, inc.
F I L L I N W E T L�l N D 801 Corporote CeMer Drive, $uite �so
Ralei9h, NC 27607
♦ HDR Engineering, Inc. o( the Carolinas
�J� 555 Fayettedlle SI, Suite 90D Raleigh, N.C.27601
VOI � N.C.B.E.L.S. License Number: F-0116
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PERMIT DRAWINGS
SHEET 29 OF 45
�```�--,. SEE SHEET NO. 28 FOR —L— PROFILE.
REVISED 12/O1/2016 ���

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CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 16
NOTE:
PERIMETER EROSION CONTROL MEASURES SHALL BE
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NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS NPE - B
AND TEMPORARY ROCK SILT CHECKS NPE - A AT
DRAINAGE OUTLEfS.
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PROIECT REFERENCE NO. SHEET NO.
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O Roleigh, NC 27607
secnoN n-n ♦ HDR Engineering, Inc. of the Carolinas
�J� 555 Fayeiteville SI, Smte 900 Raleigh, N.C. 27601
ORE�N �k�� `Os� r � o��m � N.C.B.E.L.S. License Number. F-0176
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SAVLEGEND
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I WORK TRESTLE
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ENGINEER
SHEET NO.
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEO
PCL Civil Consimdors, Inc.
801 Corpomte Center Drive, Suite 130
� Raleigh, NC 27607
� ♦ HDR Engineering, Inc. of the Carolinas
¢ �J� 555 fayetteville St, Swte 900 Ralegh, N.C.27601
� N.C.B.E.L.S. License Number: F-0116
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PERMIT DRAWINGS
SHEET 21 OF 45
SEE SHEET NO. 26 FOR –L– PROFILE.

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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PCL Civil Cons}rudors, Inc.
801 Corporole CeMer Drive, Suite 130
Rulei9h, NC 27607
F♦ HDR Engineering, Inc. of the Carolinas
J� 555 fayeiteville St, Suite 900 Raleigh, N.C.27601
� N.C.B.E.L.S. License Number: F-0116
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HYDRAWCS
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801 Corporate Center Drive, Suite 130
Roleigh, NC 27607
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RAN SHEET NO.
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ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
D E N 0 T E S T E M P 0 R R R Y � PCl Civil Consirucfors, ���.
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8- Additional Pamlico Sound Mooring Points

TYPICAL MOORING BUOY CONFIGURATION
RARi"iE, TYP.
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MAXIMUM SWING RADIUS = 450 FEET
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�ted because they frequently p 12 � � 3�4 �, 7 \\�``��������N��,��,...� ..,,����nii/qi�����'� E �� �sl�and ��✓ `��� 5 110�\ � 23\ 42 �ry54 63 ���
10 3 9 10 ��`� \` 0 ����/ O GABLE1\ o` � o� 115�\ �� 36 S �
AUTION �_� g ��` ,��\�����iiii�iiii���� '� ''�,/ G�''� � i 4�'���a\. `�� `_
nges or defects in aids to 10 13� 9 �`�� `��� �`�\` �\' ��`� i� � ��, ,���i�,� ''./ / � �7 �., m 24� 47 72 52
�dicated on this chart. See 10 8 ��� ���� � �� �,A3NETIC � /�� ��,� '/ � OREGON 5+ � 35 56 ��
� ` � �� � INLEi' CG ' � < �
ners. So 9 � $ �� ���`\ �\ ��,�'�./� %/� \ � � • � Obstiv•�..: 27� 40 O�
� /, � 65
;AUTION / 8 � � � �� �� � � � �`` R T� �efi 4.
-\
s shown by broken lines are � 1 � , � ��� �• w �2�� � � � � � � ;? �
particularly at the edges. 9 _ �� � °� �% ' B'O5 26 , 69
10 � o ` ' , = I 39
� 7 10 �,� �p_ = g_- ; � Q PA
;AUTION 9 10 10 = _ - -{- � = REGULfiTED NAVIGATION AREA -� I "c � � '-6•' � 52
iid stay clear of large com- 12 = o-� __ _ 165.520 (see note A) \ � \
ment vessels even if small = r = -_ _ — 24
h 11 -—� ' - —� o `_� � Preckage�'� 48 74 �
•of-way. 3 11 � � � 9N ��c `_ 1 ' � � / 54
avoid areas where the skin 10 12 �� h % � ��AL IUCHEP �� � � � � �/
�uare with e diagonal white � %� �� .� ` � i 3ubm Wk FI 2.5s 28ft 7M 3 67
;� � � , � ols : 33: '�
� } 12 1 p N� j� \� �.\ �� ,� \ o'•. 21 4B
� i � � �` � � \ o � 37
;AUTION 9 11 � 13 1 � ����� i� / � � �\���\ \\ ' � / U5E lNSET 1 �� 26 � 77 47
he use of radio signals as � 1 i � 1 �%.�, 11 ����� ����j i I � �`� ,� \�`.� �,, �` ,� �, PAGE D �� `� 1 W
gation can be found in the 3 � %�i� D!/ ����f ��1 II II ������`\ \ `����� ��' COLREGSiDEMARCATIONUNE r ,\ 'O
Li ht Lists and National 10 13 11 ��'�� 1� I ost ��`�� / 80.5,Sb (see noteA) o�� �� � , t
ce Agency Publication 117. 12 2ip ���� 10 � �����\���� %' � �, ��3\ 26 1 49 76 46
ider bearings to commercial , � �! /�u� r�i� � `�� � Q , �
�ns are subject to error and \ � ' � ��� ����"I������ �}`��� '`� --1�_ \ � \
\\_1 � 11 12 12 13 10 � i i� 24 35
h caution.
3re shown thus: \8 11 11 \� 11 � \ � � � B `�i \
i) o(Approximate location) � 13 y B( � 5� �1
�, q 12 Privaids 11 � D ��„3 q5 �i 1
11 W Or w Or
� 2 14 � I FI R 4s 15ft 4M 12° o �� �
� �H' 1 1 O ` � � �
10 C��� �� 12 W Or 12 � /
>hed at Washington, D.C. wor � c°a° � 13 ' � � a� O` 35 ��
\ � PA
�RTMENT OF COMMERCE c'�''"���c, r � 4 y�(� :\ �
AND ATMOSPHERIC ADMINISTRATION � 9 10 C C� w�c B� 12 � � �� ,R'1 •�iG°t3" � 0 p �` ��I' 24' 46
21
ONAL OCEAN SERVICE 3 I h 12c°F� " � 15 I a �� 2 Esg/e Nest � �
COAST SURVEY g 13 1 13 � 5 � gay v i 1 \ \
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7 11 �3 12 / FI R 4s 13ft 4M "16 OH"1� '��}.� 5 � \\ PEA ISLAND h 1 �� �I 8 � 26 � 53
3 Stumpy Point 517 io 1 I i3 �s � 6 � 5� �� Z i� NATIONAL W/LDUFE REFUGE a ; 15�1 �
�� 3 � i 14` 7� 5 �� 2 2 �(J� i 1, 66
sn aM ��10 � � o
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�m 3 Point ' , 13 i3 ,, ,, 9 \
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p y 2 2 � � � FI 2.55 27ft 6M °N" �� ' / - ,�� 1 6 ' `10 9 �, 4 3 � Marsh �= 1 t 42 67
a• I G ��WR1SP" � .� 7 �J 13 �� �� '�
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�•B° 2�a`_�%--�-' 4� 8 LOCATIONS 13 �� Q11 � PROPOSED MOORING 1: a ��
,; � 3 � 6 � 13 ,4 � L O C A T I O N S 1 3 s�.., o ��
�;��� 5 � #1: 35d40'59"N, 75d37'15"W , sa
',', ��`�`- 55y ��� � io #2: 35d41'06"N, 75d37'26"W 15 S� .� 13 12 s 9 h #5: 35d40'41"N, 75d37'11"W 1 0 12 13 ,�� �
�"�� ;����js �� � L:/ � 9 1#3: 35d40'55"N, 75d37'36"W ° P �� \� �#6: 35d40'51 "N, 75d37'02"W 2 � 4� � h 35
���� � FI R 4s 15ft 4M ��s�� 9 #4: 35d40'48"N, 75d37'23"W 15 � � Q #7: 35d40'43"N, 75d36'49"W ��:5 l�
8,5?�a e � 1� 12 �a #8: 35d40'33"N, 75d36'57"W Z ,lackshoa! '�� ° ta �25
\ `� 7 11 15 14 13S �0��3 � � #9: 35d40'26"N, 75d36'44""W
� �� ss
#10: 35d40'36"N 75d36'36"W 1 2 ��2'. .'-��"���_ ° ' 55
5 \ �� � R 12 13 13 15 Q � � 1 � .• .. � �
� '�.4�►'4� S ' 14 N �#11: 35d40'28"N 75d36'23"W 9 0 •- � � 21
FI 4s 15ft 4M "3"I��� 7 10 ; 13 Obstn PA,4•. �`12 #12: 35d40�18��N, 75d36'31 ��W h 9 �`� o$ `� 18 % �
2 7 �� 1�'�� 13 Stakes� 3 15 15 (6 ft rep) �...---�---- 9 � 1 � 5 1 `"-'�Jil� ';i 9 I� 20 ��
� 1 9� �� + 12 � �� 13 14 13 13 � m 2 M� �: ,0'vHD TEL �
'� ild Boar �d '� �� 9 � e� 1 q `� o � 2 o Beach Slue� cc.as �' � 36
� � Pt �� � ,C'��' Fl R 2.5s 15ft 5M "2SP' 13 � \ 1 � h � / 5 \ 1 5----,:-� O 35° 40' � 24 }
17 '1" � 13 14 13 6 r (
1/�IAI(� fV IAIIT annn�

Robert Gianna
From:
Sent:
To:
Subject:
Rob,
Hinote, Christopher R BMCS <[e-mail]>
Wednesday, November 30, 2016 3:28 PM
Robert Gianna
RE: PCL proposed mooring locations
I see no concerns especially since you are putting them on the inside of the ones that are already there.
R,
BMCS Chris Hinote
Officer In Charge
CG STA Oregon Inlet, NC
252-441-6260 WK
541-513-2286 Cell
-----Original Message-----
From: Robert Gianna [mailto:[e-mail]]
Sent: Wednesday, November 30, 2016 2:57 PM
To: Hinote, Christopher R BMCS
Subject: [Non-DoD Source] PCL proposed mooring locations
Chris,
As discussed, attached is an excerpt from the NOAA chart showing the proposed locations of 8 EA additional mooring
anchorages in the Pamlico Sound. Please review and let us know if you have any concerns or see any issues with these
locations interfering with vessel navigation.
Thanks,
Rob
Robert Gianna
Project Manager
PCL Civil Constructors, Inc.