RE_ [External] C203759 - U2519CA - E&SC walkthrough

From:Price, Gregory W
To:Sprinkle, Hannah H; Hair, Sarah E CIV USARMY CESAW (USA); Alsmeyer, Eric C CIV USARMY CESAW (USA)
Cc:Rerko, James J; Underwood, Chris; McGinness, Christopher H
Subject:RE: [External] C203759 - U2519CA - E&SC walkthrough
Date:Friday, December 23, 2022 1:58:40 PM
Attachments:image001.png
Project is U-2519CA and not U-2419CA as inadvertently stated in previous email.

Gregory W. Price, PWS
Division 6 Environmental Program Supervisor
North Carolina Department of Transportation

910 364 0683 office
919 914 1200 mobile
[e-mail]

431 Transportation Drive
Fayetteville, NC 28302

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

From: Price, Gregory W
Sent: Friday, December 23, 2022 1:57 PM
To: Sprinkle, Hannah H <[e-mail]>; Hair, Sarah E CIV USARMY CESAW (USA)
<[e-mail]>; Alsmeyer, Eric C CIV USARMY CESAW (USA)
<[e-mail]>
Cc: Rerko, James J <[e-mail]>; Underwood, Chris <[e-mail]>; McGinness,
Christopher H <[e-mail]>
Subject: FW: [External] C203759 - U2519CA - E&SC walkthrough

Hannah/Liz/Eric,

The U-2419CA project experienced 2.3 inches of rainfall on December 22, 2022, resulting in losses at
2 permitted sites. Below is email with details and attached are photos at each site.

Gregory W. Price, PWS
Division 6 Environmental Program Supervisor
North Carolina Department of Transportation

910 364 0683 office
919 914 1200 mobile
[e-mail]

431 Transportation Drive
Fayetteville, NC 28302

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

From: CruzAlicea, Hector <[e-mail]>
Sent: Friday, December 23, 2022 12:20 PM
To: Price, Gregory W <[e-mail]>
Cc: Peterson, Benjamin <[e-mail]>; Conoly, Roy <[e-mail]>
Subject: [External] C203759 - U2519CA - E&SC walkthrough

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Mr. Price,
A walkthrough of subject project was conducted today, 23 December 2022, in the moringi. Locally
installed rain gauge read approximately 2.3 inches within las 24 hours.
1. STA 20+30 Rt-Y1- permanent lateral 2' base ditch had silt/turbidity discharge to Bones Creek. The
silty material appears to come from the actual base of the ditch. Erosion observed upstream on the
ditch parallel to Y1 stops over 100' from discharge point to Bone creek. Slopes off area where
borrow pit was located looked stable and did not cause erosion problems onto ditch. Approximately
1-2 buckets (5-10 gallons) of silt could be remove once water levels recede within the next few days.
Permit Site 10; 1st photo attachment
2. Areas under the bridge remain under water as it usually happens with this amount of
precipitation. Ruts caused by erosion visible in the areas between bents 8-10. It is somewhat difficult
to appreciate at this moment if any silt material has left the site through those areas until water
recedes, but it is quite visible that a large amount of runoff took place under the bridges. Best
estimate of loss is 20 gallons. Permit Site 2; 2nd photo attachment
The attached photos should help answer questions, feel free to call.
V/r,
Hector
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​Hector A. Cruz AliceaTransportation Technician2110 Fort Bragg Rd, Suite 108, Fayetteville NC 28303972‑977‑[e-mail] | ​Facebook | Twitter | LinkedIn | Blog
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