19970093 Ver 4_401 Application_20100927

PBS1600
An employee-owncompony
September 23, 2010
Ms. Tracey Wheeler
U.S. Army Corps of Engineers
Washington Field Office
2407 West Fifth Street
Washington, North Carolina 27889
RE: North Carolina Global TransPark
Rail Access Spur to Global TransPark
Permit Modification-Temporary Bridge and Culverts
Permit No. SAW-2008-02650
Dear Ms. Wheeler:
S? N c
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On behalf of the INC Global TransPark we are requesting a modification of Permit No. SAW-
2008-02650 issued on February 17, 2010 to authorize impacts for the construction of a
temporary bridge to facilitate the construction of the permanent bridge over Briery Run (Site
11) and additional impacts associated with installation of culverts at Sites 6 and 13. As
described in the attached spreadsheets and revised permit drawings these modifications will
result in an additional 0.04 acres of permanent wetland impacts, 29 linear feet of permanent
stream impacts, and 2,904 square feet of riparian buffer. All of the additional impacts occur
outside of areas that have been previously permitted by the subject permit.
Temporary wetland impacts will be reduced by 0.11 acres at Site 11 due to the elimination of
the temporary work pad and replacement with the temporary bridge. Permanent wetland
impacts increase by 0.04 acres at Site 13 due to the length of the culvert wing walls. Permanent
impacts to streams will increase by 27 linear feet at Site 6 and 2 linear feet at Site 13. It is
assumed that compensatory mitigation requirements will increase by 0.4 acres of wetlands and
29 linear feet of stream due to the increase in permanent impacts to wetlands and streams.
Temporary riparian buffer impacts at Site 11 will increase by 1,183 square feet due to
construction of the temporary bridge. Permanent riparian buffer impacts will decrease by 110
square feet at Site 6 and increase by 1901 square feet at Site 13 due to installation of culverts.
Riparian buffer mitigation will increase by 17,946 square feet due to total riparian buffer
impacts exceeding one-third acre at Site 13 (increase of 18, 246 square feet) and a decrease of
330 square feet at Site 6 due to reduction of riparian buffer impacts.
Based on this request the permanent impacts to wetlands for this project will increase by 0.04
acres.to 6:73 acres; temporary impacts-to wetlands. will decrease 'by 0.11-acres-16 0°13 acres
resulting in a total impact-to wetlands of 6.90 acres. Riparian buffer impacts will increase by
2,904 square feet to 38,906 square feet.
1616 East Millbrook Road, Suite 310 • Raleigh, NC 27609 • Telephone: [phone] Fax: [phone] • www.pbsj.com
Ms. Tracey Wheeler
Page 2
September 23, 2010
The NC Global TransPark respectfully requests modification of Permit No. SAW-2008-02650 as
described in the above paragraphs. If you have questions or need additional information please
contact me at 919-431-5262 (office), 919-210-3260 (cell), or by email at [e-mail].
Thanks for your assistance with this matter.
Sin erely
Ron rrell
-dZ
Cc: Ms. Darlene Waddell, NCGTP
Mr. Jason Orthner, NCDOT Rail Division
Mr. Eric Swanson, NCDOT Rail Division
Mr. David Wainwright, NCDWQ
Mr. Jeremy Stroud, NCDOT
Mr. Bill Kincannon, NCDOT

a

Table 1- Wetland Impacts
F_ 11 1 !
Impacts

1 ..
1 Excavation
Hand
Hand Requiring
Temporary

i Impact
(ac)
RR Crossing/
0.03 0.00 0.01 0.01 0.00 0.05 0.05
Culvert

.. 0.00 0.00 0.00 0.00 0.00 0.00 0.00-
6 - Total 0.03--..-_ .. __0.00_.._.__ 0.01 ___().01 0.00 .0.05--- -0.05
Revised
B
,dge
0.30
0.12 -' =
0.00
0.00
= 0.14
0"56 "
"0.44.

: 0:00"° __
- =0:11`
-
0:00
0:00 _-
_.__.0.00

-'-0.30._...w x._0.01 T ---00.00 -- --0.00 - - - -_,0.14__ - - _0.45...._.... .---0.44.-

13- RR Crossing/ - - - -
-- - -- --
-
0.08 0.00 0.00 OA1 D.DO 0.09 0.09 _
i Permitted -Culvert , -
13-
? .-
- _ 0.04., -
---0,0.0-- ,M1
_ -_0.00.
-0.00__ -
. - .0.00. '
0.04_ _
?- 0.04.
Modified
0.12 0.00 0.00 0.01 13,00 0.13 0.13

_ 0.41-.J" -0:12- .._.._0:01_ ---0:02_ -0:69-- --_-0:58-_

Table 2 - Stream Impacts
a cam c?OD Rzo&jml &MAWM

9312M Oss MM?q_V

(j° RR Crossing/

,Q-I
-- ..Culvert. 201
- ---' -- -- -._ 0
_... --- -- 201
----- - -- --- 201
------ -----

I 27 0 27 27

- 228 0 228 228

_

I
i RR Crossing/
-193
0
193 - _"
._-193
•. .;".Culvert -_ - ?_ --
2 0 - 2 - 2.
- -
-- _ _ "-^
- - -_-" - -
195 0 195 195-

394 0 - 394 ? 394
. _

t. O
Table 3 - Riparian Buffer Impacts
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MIN
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RMS ? Q @mB `CIS ® Wig
Gnum mum bmmfl @MOD MUMM Q<M Mi Mg (ice MOM MM QM113=
(EjJ? fl Gt 7 (E?1? DM (pacp
aim (End

RR
6 Crossing/
Cijlvprt 11,230 0 11,230 33,690 6,622 0 6,622 9,933 17,852 43,623

Q -110 0 -110 -330 0 0 0 0 -110 -330
` -
-11,120 0 11,120 33,360 6,622 0 6,622
___933_
17,522
43,293
_-
ffi° Bridge 2,677 1,810 - -867 N/A 2,838 1,386 1,452 N/A- 5,515- 0.
---- - 1,113 843 270 - N/A -0 - 0 0 - N/A--- -- 1113 - - 0
vQ - - - 3790 2,653 - 1,137 - - 0 - - 2,838-- - 1 386 ` - 1,452-- _ 0 - --6628'-
0 -"

° RR
Crossing/-
Culvert `7,853 -4,187- - 3,666- '-`N/A - 4,782 ' 0- --' -4,782 - "-N/A---- 121635'- 0 --
m°
-1,851
- 1,851...
- -0.
0.
-50 _
0- .
50- .
.:1,901_
0
9,704 6,038 3,666 10,998 4,832 0 4,832 7,248 14,536 18,246

------- -41;760 -- - 5;997- -15,763-- --33;690 - -14;242- --1;386-- --12;856-' --9;933--- -- 36;002-- -43,623

Q MM Qum
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Contracting
Company, LLC
1930 N. Irby St. Florence, South Carolina 29501
Phone: '[phone] Fax: [phone]
Toll Free Phone: [phone]
September 16, 2010
Ms. Darlene Waddell
North Carolina Global TransPark Authority
2780 Jetport Road, Suite A
Kinston, NC 28504
RE: Permit Modification Request for C202402 GTP Rail Project - Bridge Over Briery Run
Dear Ms. Waddell,
Hinkle Contracting Company, LLC is under contract with NCDOT to complete the C202402 GTP Rail
Project in Kinston, NC. Cape Remain Contractors, Inc. has been subcontracted to construct the bridge over
Briery Run for this project. Cape Romain Contracting, Inc is well experienced in constructing bridges and
they feel the current permit conditions will not allow for safe construction of this bridge. Attached are
drawings and a detailed narrative that outline the preferred plan for construction. The drawings and
narrative address the safety concerns as well as the additional impacts that will be required should this
request be successful. If there is any additional information needed from Hinkle Contracting Company,
LLC or Cape Romain Contracting, Inc, please feel free to contact me at anytime.
Si c4Spri DustProject anager
Hinkle Contracting Company, LLC
1930 N. Irby Street
Florence, SC 29501
Phone: [phone]
Mobile: [phone]
Fax: [phone]
Email: dusty_sprines(n,hinklecontractine.com
cc: William Kincannon, PE - NCDOT Division 2. Resident Engineer
Eric Swanson, PE, LEED AP - NCDOT Rail Division Senior Project Engineer
Jeremy Stroud - NCDOT Division 2 Assistant Resident Engineer
Ron Ferrell - PBS&J Senior Scientist
Andrew DuPre - Caper Remain Contractors, Inc Vice President
F, Roam .N ROAD
SC 29492
September 16, 2009
Dusty Springs
Project Manager
Hinkle Contracting Company
1930 N. Irby Street
Florence, SC 29501
'rELEP110 .:843-884-5167
Vvx: 843-884-0516
RE: Contract No. C202402, Lenoir County, NCGTP rail access bridge over Briery Run,
Dusty,
Cape Romain Contractors, Inc. request permit modification by article 16 of the permit general
conditions to construct a temporary work bridge in lieu of the permitted temporary rock
causeway.
The reason for this request is that the permitted temporary rock causeway is not adequate to
construct the bridge over briery run. The permitted rock causeway is to be constructed atop
weak soils as indicated in soil boring B-32, which shows very weak soils for the first 10 feet from
existing grade. How much rock will have to be pushed into the soft soils of the wetland is
unknown, but a minimum of five feet of depth for the sake of argument (8-10 feet realistically).
The slopes of the causeway would need to be a minimum of 1:1. If the causeway were five feet
deep the resulting causeway would be twenty feet wide. If the rock causeway was ten feet deep
then the causeway would only be ten feet wide. The rock causeway will not provide a stable
platform if it is only five feet deep and will be subject to settlement under heavy loads. The rock
causeway will not be nearly wide enough if it is constructed ten feet deep. The rock causeway
is inadequate to provide solid footing to accommodate the crane required to set the 46 ton
girders. This situation could cause an accident if the causeway were to settle or shift under the
crane during critical lifts. OSHA guidelines dictate that erection cranes be set on firm level
foundations prior to crane operations. A temporary work bridge provides solid footing on driven
piles where as a rock causeway in poor soils does not.
The proposed impacts are divided into three sections. There is wetland impact, stream impact,
and riparian buffer impacts. Wetland impact will decrease from 5,227 square feet of temporary
fill to 76 square feet of temporary pipe pile foundations. Stream impact will remain unchanged
with no temporary work bridge piling in contact with the stream. Riparian buffer impacts will
remain unchanged in buffer zone two and increase in buffer zone 1. We request 1,113 square
feet of additional buffer zone 1 impact. Of the-1;113 square-feet of additional zone 1 buffer
impact 843 square feet is wetland and 270 square feet is non-wetland buffer.
The environmental savings of a temporary work bridge verses a rock causeway are significant
when talking about temporary wetland fill. The current permit allows for 5,227 square feet of
temporary wetland fill where as our permit modification requires 76 square feet of temporary
wetland fill. This is a 5,151 square foot decrease in temporary wetland fill.
Restoration of the wetland areas will be performed per article 12 of the permit general
conditions. We will adhere to the parameters set forth by this provision including the time
schedule as stated in article 32 of the permit general conditions.
Construction of the temporary work bridge will not have any additional impact to the wetland or
buffer zones except for the temporary 24" pipe pile utilized as foundation pile for the temporary
work bridge. No grubbing will be required to install the temporary pipe pile. The 24" steel pipe
piles are installed utilizing a crane and vibratory hammer and will literally be placed utilizing
string line and measuring sticks. The piles are vibrated until refusal and then an impact hammer
is placed on the pipe pile and driven until proper bearing is achieved. Once the piling are in
place then large steel beams are set in a frame configuration and then timber crane mats are
laid perpendicular to the steel frame. Once construction of the bridge is complete the temporary
work bridge is dismantled from the top down. The crane will back up and remove temporary
work bridge as it exits the job site. The pipe pile will be extracted with a large vibratory hammer.
In conclusion Cape Romain feels the currently permitted rock causeway is inadequate and
raises serious safety concerns. The additional wetland and
work bridge are addressed as requested by NCDOT and the
the additionally impacted wetland area will not require grubbing,
We appreciate your consideration in this matter.
Sincerely,
Andrew DuPre
Vice President
Cape Romain Contractors, Inc.
David Osgood, P.E. = a SEAL ?:
Projects Engineer = 035257
Cape Romain Contractors, Ini5R.. ?GINE?
J. 013
buffer impacts of the temporary
installation of the work bridge in
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DRAWING: GENERAL NOTES

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DATA AND DRAWINGS FROM PERMIT DATED NOVEMBER 12, 2009
NCGTP RAIL ACCESS
OVER BRIERY RUN CREEK
BETWEEN S.R. 1557 & S.R. 1573
LENOIR, NORTH CAROLINA
CAPE ROMAIN CONTRACTORS
612 Cape Romain Road
Wando, SC 29492
[phone] Fax[phone]
www.caperomaincontractors.com Ell,
DRAWING: EXISTING HNTS PERMIT DRAWINGS
THESE DRAWINGS AND M-c DESGN iHf.REON ARE 1HE PROPERTY OF CAFE ROMAIN CONTRACTORS INC A
NO m- ,.v WHULG UN IN PANT MTHOUT WRITTEN CONSENT.ANY INFRINGEMENT WILL DE SUBJECT TO LEGAL ACTION

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Wando, SC 29492
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DRAWING: PLAN TEMPORARY WORK BRIDGE

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