RE_ [External] Limits of Undercut Sampson DC00287

From:Sprinkle, Hannah H
To:Farrell, Sean C; Shaver, Brad E CIV USARMY CESAW (US)
Cc:Westphal, Anneliese
Subject:RE: [External] Limits of Undercut Sampson DC00287Date:Friday, April 8, 2022 9:35:00 AM
Attachments:image001.pngimage003.pngimage004.pngimage005.pngimage006.png
Sean,

Thank you for bringing this to our attention. Since the toe protection did not extend beyond the permitted impacts and only resulted in a change in the type of impact, this email will suffice for our records.

Thanks,

Hannah Sprinkle

From: Farrell, Sean C <[e-mail]>
Sent: Tuesday, April 5, 2022 4:44 PM
To: Shaver, Brad E CIV USARMY CESAW (US) <[e-mail]>; Sprinkle, Hannah H <[e-mail]>
Cc: Westphal, Anneliese <[e-mail]>
Subject: FW: [External] Limits of Undercut Sampson DC00287

Brad and Hannah,

Please see the below email and photo.

I found out on Friday that St. Wooten brought their fill slope out farther than was shown on the plans at ~STA 18+50 where they have removed their temporary fill. I was informed that they did not do the proposed undercut where the permit drawings called for excavation impacts but instead decided to do rock toe protection. The toe of the fill (toe protection) did not extend beyond their excavation impact limit. I asked them to stake the excavation impact limit (pink stakes) so that we could be sure. Do you either of you see an issue with this if we have not extended our permanent impacts, just the type of impact changed from what was called for in the permits?

Please let me know if I can provide any additional information of if further coordination is required on this.

Thanks,

Sean FarrellDivision Environmental OfficerDivision 3NCDOT- Division of Highways
910-341-2033 office910-599-1184 mobile
[e-mail]
5501 Barbados BlvdCastle Hayne, NC 28429

Email correspondence to and from this address is subject to theNorth Carolina Public Records Law and may be disclosed to third parties.

From: Cumbo, Daniel R <[e-mail]>
Sent: Tuesday, April 5, 2022 3:50 PM
To: Farrell, Sean C <[e-mail]>
Cc: Tew, Nathan H <[e-mail]>
Subject: FW: [External] Limits of Undercut Sampson DC00287

Sean,

See below email with pictures related to US 13 Bridge 9.
ST Wooten has staked the excavation limits (proposed area of undercut which was not done)

This is related to our meeting last week 4/1/2022, and the question about the toe of slope in the vicinity of Station 18+50
Per our meeting, it was indicated that this is likely in an area of permanent impacts mitigated for undercut so probably OK if toe of slope extends some beyond plan line because already mitigated, as long as not beyond the excavation limits. However, you indicated that you would also need to discuss with the agencies.

Thanks,
Daniel R. Cumbo, PEDistrict/Resident EngineerDivision 3 | District 2(910) 682-5100

From: David Knoll <[e-mail]>
Sent: Tuesday, April 5, 2022 3:35 PM
To: Tew, Nathan H <[e-mail]>; Cumbo, Daniel R <[e-mail]>
Cc: Erick Frazier <[e-mail]>; Bobby Hanna <[e-mail]>
Subject: [External] Limits of Undercut Sampson DC00287

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Gents,

See attached,

Thanks,

Sent from my iPhone
David KnollProject ManagerStructures
S. T. Wooten Corporation
P.O. Box 2408, Wilson, NC 278943801 Black Creek RoadWilson, NC 27893mobile [phone]
office 252.291.5165fax [phone]
www.stwcorp.com

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