20210969 Ver 1_USACE More Info Requested_20210617

Strickland, Bev
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, June 17, 2021 2:11 PM
To: [e-mail]
Cc: Homewood, Sue; Teresa Andrews
Subject: [External] Request for Additional Information: SAW-2021-01107 (7733 Doggett Road
/ Browns Summit NC / Guilford County)
Attachments: 2021-01107 Aerial Sketch.pdf; Pages from 00000001.pdf
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Mr. Brown,
Thank you for your PCN, dated 5/21/2021, for the above referenced project. I have reviewed the information and need
clarification before proceeding with verifying the use of Nationwide Permit (NWP) 18 (https://saw-
reg.usace.army.mil/NWP2017/2017NWP18.pdf). Please submit the requested information below (via e-mail is fine)
within 30 days of receipt of this Notification, otherwise we may deny verification of the use of the Nationwide Permit or
consider your application withdrawn and close the file:
1) Additional detail is needed in your project drawing. To facilitate this, I have attached a sketch showing your
property overlaid on an aerial photo with the approximate location of stream channels drawn in. Please draw on
your proposed driveway, stream culvert, and house pad locations on this sketch and return the information to
me.
2) Also Include a zoomed -in plan view of the crossing (see attached "Pages from 00000001.pdf") showing the
stream channel, culvert pipe, any rip rap proposed in the channel or on the stream banks, and toe of fill slope
(i.e. limits of disturbance). Please ensure that this view is detailed enough to show that the driveway crossing is
designed as close to perpendicular to the stream channel as possible to minimize stream impacts;
3) Also Include a profile view of the crossing (see attached "Pages from 00000001.pdf") showing the pipe (please
also specify the diameter and length of pipe), existing stream bed elevation, and any rip rap proposed in the
stream bed;
4) Any rip rap in the stream bed must be "keyed in" such that the top of the rip rap is no higher than the existing
stream bed (NWP 18 Regional Condition 3.5), and the profile view should clearly show that;
Please let me know if you have any questions.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
1

3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Office: [phone], Ext. 30.
Mobile: [phone]
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.
From: RaleighNCREG <[e-mail]>
Sent: Friday, May 21, 2021 2:01 PM
To: [e-mail]
Cc: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>; Thames, Joyce A CIV USARMY CESAW
(USA) <[e-mail]>
Subject: SAW-2021-01107 (7733 Doggett Road / Browns Summit NC / Guilford County)
Good Afternoon,
We have received your Pre -Construction Notification (PCN) RGP request. We have assigned the request file
number SAW-2021-01107 and forwarded it to Mr. David Bailey for further processing.
Please refer to this file number in all correspondence.
Thank you,
Josephine Schaffer
2

Aerial 2017 (NCCGIA)
SAW-2021-01107
Larry Brown driveway
7733 Doggett Road
Browns Summit, Guilford County

TURN SLOPE ON SKEWED PIPES
TO BLEND SYMETRICALLY INTO
ENDS OF PIPE ITYP)
DRIVEWAY
TOE SIDE OF
SLOPE
I
I
I
1
24
PARALLEL TO
SHOULDER
TYP)
TOE SIDE OF
SLOPE
PLAN VIEW
TRANSIT ION DIRECTLY TO NATURAL BANKS
WITHOUT BERMS WHERE BANK HEIGHT
AND CHANNEL SHAPE ACCOMMODATE THE
LIMIT OF HEAVY ROCK RIPRAP SPECIFIED
/MAY OR MAY NOT APPLY AT BOTH ENDS)
II OR
EDGE PERPENDICULAR
TO LONG AXIS OF
BARREL/TYP/
HOTS:
1. ❑RIVEWAY CROSSING AS CLOSE TO
PERPENDICULAR TO THE STREAM
CHANNEL AS POSSIBLE TO
MINIMIZE IMPACTS TO THE
MAXIMUM EXTENT PRACTICABLE
Z- NOT DRAWIN TO SCALE FOR
PUPOSE OF CLARITY

Burial
(Embedment)
I' MINIMUM
(IF PERMISSABLE)
Minimum of 36"
Cover
Rise
Road
SAND
STONE OR
RED DIRT
FILL
0 60,E
SECTION VIEW - A
SOD LINE (TV)
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