HomeMy WebLinkAbout20180634 Ver 1_Email_20190515Carpenter, Kristi
From: Shaver, Brad E CIV USARMY CESAW (USA) < Brad.E.Shaver@usace.army.mil >
Sent: Wednesday, May 15, 2019 12:23 PM
To: Westphal, Anneliese; Steenhuis, Joanne; Lane, Stephen
Cc: Herndon, T. Mason
Subject: [External] RE: Onslow Bridge 11 changes to interior bent design
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Thanks we have inserted the changes into our administrative record.
Brad
-----Original Message -----
From: Westphal, Anneliese [mailto:awestphal@ncdot.gov]
Sent: Tuesday, May 14, 2019 11:43 AM
To: Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov>; Lane, Stephen <stephen.lane@ncdenr.gov>; Shaver, Brad E CIV
USARMY CESAW (USA) <Brad.E.Shaver@usace.army.miI>
Cc: Herndon, T. Mason <tmherndon@ncdot.gov>
Subject: [Non-DoD Source] RE: Onslow Bridge 11 changes to interior bent design
This addresses the change to the interior bent design only. The French drain with Class A riprap and then the Class 2
riprap covering it has already been installed within the footprint of the originally proposed riprap.
From: Steenhuis, Joanne
Sent: Tuesday, May 14, 2019 11:22 AM
To: Westphal, Anneliese <awestphal@ncdot.gov>; Lane, Stephen <stephen.lane@ncdenr.gov>; Shaver, Brad E CIV
USARMY CESAW (USA) <Brad.E.Shaver@usace.army.miI>
Cc: Herndon, T. Mason <tmherndon@ncdot.gov>
Subject: RE: Onslow Bridge 11 changes to interior bent design
Does this address the French drains? I would really rather the drains run straight to the stream than 90 around the
approach.
From: Westphal, Anneliese
Sent: Tuesday, May 14, 2019 10:56 AM
To: Lane, Stephen <stephen.lane@ncdenr.gov<mailto:stephen.lane@ncdenr.gov> >; Steenhuis, Joanne
<joanne.steenhuis@ncdenr.gov <mailto:joanne.steenhuis@ncdenr.gov> >; Shaver, Brad E CIV USARMY CESAW (USA)
<Brad.E.Shaver@usace.army.mil<maiIto: Brad. E.Shaver@usace.army.miI> >
Cc: Herndon, T. Mason <tmherndon@ncdot.gov <mailto:tmherndon@ncdot.gov> >
Subject: Onslow Bridge 11 changes to interior bent design
Stephen, Brad, and Joanne,
There have been design changes made to the interior bent on Onslow Bridge 11 over Starkeys Creek on SR 1434
Belgrade Swansboro Rd. (17BP.3.R.56). Action ID: SAW-2017-01367, CAMA General Permit# 70427.
The original design called for a drilled shaft foundation at the interior bent (Bent #1), and the new design replaces the
drilled shaft foundation with a HP 1403 pile bent. Please see the attached general drawings and substructure drawing
sheets which show the interior bent changes with a revision notation (outlined with a different line style) and call -out
note for the changes. The proposed bottom of cap low elevation is 8.74' (the original bottom of cap low elevation was
8.24').
Since the interior bent (Bent #1) location and is not changing, and it is located landward of the JS line, the permit
drawings have not been revised.
Please let me know if additional information is needed for a revision to our existing permits.
Thank you,
Anneliese
Anneliese Westphal
Environmental Senior Specialist
Division 3
NCDOT- Division of Highways
910 3412000 office
910 604 1330 mobile
910 675 0143 fax
aestphal@ncdot.gov <mailto:awestphal@ncdot.gov>
5501 Barbados Blvd
Castle Hayne, NC 28429-5647
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Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
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