Sheek Street completion forms

Wanucha, Dave
From:Euliss, Amy
Sent:Thursday, June 30, 2022 2:35 PM
To:Williams, Andrew E CIV USARMY CESAW (USA); Wanucha, Dave
Cc:White, Chuck; Cornatzer, Bradley S
Subject:Sheek Street completion forms
Attachments:IMG_7860.jpg; SAW-2021-02686_permitverification1 completion form.pdf; 20211834
_Culvert_Sheek St_Davie Co.docx.pdf
Andy and Dave,

We completed the Sheek Street culvert installation. I wanted to note that, on the outlet side, we were unable to slope
the existing stream bed on the right side due to a steep slope and ROW limits. We instead had our contractor stack the
class II rip rap under the existing overhanging bank. With a larger pipe to dissipate velocity, its unlikely that the banks
will experience the pressures they faced with the previously undersized pipe. I have attached a picture for your
review. We also included a mixture of class B, class II and native material on the inlet side in the stream bed. Class II
alone was so thick that it was sticking above the stream bed elevation.

Completion forms are attached. Let me know if you have any questions.

Amy Euliss
Division 9 PDEA Engineer
North Carolina Department of Transportation

336 747 7802 office
[e-mail]

375 Silas Creek Parkway
Winston Salem, NC 27127-7167

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