20141169 Ver 7_In Field Mod_20170522

Carpenter,Kristi
From: Johnson, Jay B
Sent: Monday, May 22, 2017 4:50 PM
To: Steffens, Thomas A SAW ([e-mail]);
Ward, Garcy; Lane, Stephen
Cc: Vorwerk, Paul J; Mcmannen, Brad T
Subject: FW: Permit at Deep Gulley
Attachments: Pages from R2514B-C-D 700 Project Proposal.pdf; 5-4631-163
Cover Sheet.pdf
Follow Up Flag: Follow up
Flag Status: Completed
FYI
From: Vorwerk, Paul J
Sent: Monday, May 15, 2017 4:41 PM
To: Johnson, Jay B
Cc: Mcmannen, Brad T; '[e-mail]'
Subject: FW: Permit at Deep Gulley
Jay,
Attached is a request from BBI for a reduction in temporary impacts at Deep Gulley
(R2514D). They plan on accomplishing this by building a 3-span work trestle.
Please let me know if you need anything else.
Thanks,
Paul
From: Distefano, Peter [mailto:PDistefanoCa�bbiius.com]
Sent: Monday, May 15, 2017 4:32 PM
To: Mcmannen, Brad T; Vorwerk, Paul J
Cc: Jackson Provost
Subject: Permit at Deep Gulley
Gentlemen,
I tried to get feedback from Mr. Steffens on this scenario, but I am now told he is out for
a period of time.
With that said, attached is a change that we would like to implement at the Deep Gulley
Structure.
After hearing the concerns of the agencies regarding the water level fluctuations at this
location as well as the historic sediment losses on past projects, we do not want to use
the planned 3000 SF of "Temporary Impacts" shown in the permit for this structure
location. Instead we would like to install 3 spans of work trestle as shown and
highlighted Green in the attached. Our impact within that green area would be limited
to the necessary 24" trestle piles and would total less than 50 SF of impact area.

We do plan to begin this installation the week of June 5t". In the past, we have made
changes in work access plans reducing impact areas and we have not needed permit
modifications. However due to this timeline we are hoping you verify that this change
would be acceptable and let us know as soon as possible so that we can make
preparations to move in one direction or the other.
Thanks,
Peter D. Distefano � Balfour Beatty Infrastructure, Inc.
EA to: NC 133 Extension Project Manager � Maysville Bypass Project Manager
T: 910-452-1145 � M: 910-367-7800 � E: [e-mail]
430 Eastwood Rd. Wilmington, NC 28403
www.bbiius.com � Linkedln
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BBI-EVW JV ��I_�v� �� Submittal
Balfour Beatty Infrastructure, Inc. �-4�3�—��3
and EV Williams, Inc. Joint Venture Number'.
PO Box 40 (146 Deerfield Trail) Date: 5/15/17
Maysville NC 28555 Attention: Brad McMannen, P.E.
From: Peter D. Distefano
Tel No. 910-595-4035 Project name: Maysville Bypass
Fax No. 910-595-4603 Contract ID: C203697
Description of Contents: Deep Gulley Access
Pages in Document Date
(including this one)
❑ As requested
Q Attached 2 5/15/17
❑ Under separate cover
For your: ❑ Records Memo:
❑ Use and information
Q Approval
❑ Review and comment
❑ Use and distribution
Sent Via: ❑ Overnight mail Q E-mail Remarks / Comments:
❑ U.S. Mail
❑ Hand delivered to NCDOT Office
Signed as received:
❑ Fax
Fax number: Copies to: Division / Field Submittal File /
Number of pages in Fax
Reading File
(including any cover):
Sender Signed: ��%-���
Sender Printed: Peter D. Distefano

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NOTE:NO DECK DRAINS li � I I/ . L REQ.= 399 FT
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GMIPHIC SCALE ���{�� ALLOWABLE IMPACTS ZONE 1;` C � l
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
22 26+07 to 26+67 0.02
-Y10RPA-
23 19+00 to 20+00 BRIDGE <0.01 0.01 0.17
-Y10RPA- Bank Stabilization
624+49 to 625+64 BRIDGE 0.02
-L-
627+15 to 627+40 Grassed Swale <0.01 0.01 0.02
-L-
TOTALS: 0.02 0.00 0.01 0.03 0.18 0.00 0.00 0.00 0.00 0.00
OVERALL PROJECT TOTALS: 13.82 0.07 0.07 1.29 2.02 0.23 0.02 1953.00 170.00 0.00
Structure @ Sta. 18+43 to 20+43 -Y10RPA-
- 15ftZ permanent impacts
- 3000 ft2 temporary impacts
Strucure @ Sta. 623+81 to 626+31 -L-
- 70ft2 permanent impacts
- 3900 ftZ temporary impacts
Revised 3/31/OS
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