20190230 Ver 1_R-2582A - Culvert at Site 12_20200220

Carpenter, Kristi
From: Williams, Paul C
Sent: Thursday, February 20, 2020 3:02 PM
To: Barnes, Kyle W SAW; Ward, Garcy
Cc: Wilson, Travis W.
Subject: R-2582A - Culvert at Site 12
Attachments: Figure 3c from R2582_84_STATE_ROD.pdf, IMG_0146.JPG; IMG_0148.JPG; IMG_
0150.JPG; IMG_0151.JPG; Site 12 on Sheet 13 from R2582A_Permit Drawings-2.pdf;
Aerial - Site 12.pdf
Kyle and Garcy,
I have another culvert issue on the R-2582A project. The 48" RCP at site 12 was supposed to be buried 0.8', but the
contractor used the elevation on the construction plans and didn't measure off the existing stream bed. The inlet of the
culvert is buried, but the outlet is perched. Please see photos.
After looking at the site yesterday, I question the need of burial at this site. The delineated jurisdictional stream above
the site doesn't appear functional, and I don't think there is much aquatic life movement in this area. I would like to
evaluate this culvert onsite with you to determine if the burial is needed. What would be your availability next week to
look at this?
Travis,
Please let me know your comments on this situation.
Thanks,
Paul C. Williams, Jr.
Division Environmental Officer
Division One
NC Department of Transportation
[phone] office
[phone] mobile
[phone] fax
pcwilliams2a-ncdot.gov
113 Airport Dr.
Suite 100
Edenton, NC 27932
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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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Div:
TIP#
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R-2582
wBS:
34472.1.1
Date:
September 2013
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DETAIL 32 DETAIL 84
ro AL CUT DITCH SPECIAL DETAIL 36 N°r r° s plel SPECIAL CUT DITCH
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D D Max. d= 1.0 R. FROM -L- STA. 158+00 LT TO -L- STA. 161+00 LT
mmea a is < se' B= 3 FL FROM -L- STA. 152+25 RT TO -L- STA. 155+00 RT
Min. D= 1.5 Ft. Min. D= 1 R.
Type of Liner= PSRM OUTLET CHANNEL RIP RAP
FROM - -STA. 150+48 LT TO -Y6- STA. 11+00 LT FROM -L- STA. 144+50 LT TO -L- STA. 147+00 LT FROM -L- STA. 151+20 RT TO -L- STA. 151+37 IT (Norio Scale)
FROM -I- STA. 148+00 LT TO -L- STA. 150+43 LT
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DETAIL 0• ia. 121
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To 2.0% 20' Over 4.0% To 6.0% T.
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STA. 150+76 M STA. 152+26 M STA. 153+66 SPECIAL LATERAL V-DITCH TDESPECIAL LATERAL VE D IL 4 p W/CLASS B RIP RA
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PROJECT REFERENCE NO.
DETAIL 39 R-2582A
SPECIAL LATERAL 'V' DITCH li SHEET NO.
(Nett. Scelel ROADWAY DESIGN
Fill ENGINEER
Natural A'��ec Slope
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Type of Liner= CL-B Rip -Rap Max. d= 2 Ft.
FROM -L- STA. 150+48 LT TO -L- STA. 151+00 LT
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DETAIL 40 EIP
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IN:ZZJ�p-
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Site 12 on R-2582A
Stream S1302
Northampton County Quad Name Weldon
me
1,000 Feet