20061137 Ver 2_More Info Received_20210611

Strickland, Bev
From: Beasley, Troy <[e-mail]>
Sent: Friday, June 11, 2021 11:59 AM
To: [e-mail]; [e-mail]
Cc: Homewood, Sue
Subject: [External] RE: Request for Additional Information - Kersey Valley Road Realignment /
City of High Point / Guilford County; SAW-2018-00217
Attachments: Sheet 8 of 17_Revised 2021-06-11.pdf
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Dave,
The project engineer was able to modify the outfall design to flatten out the slope. The attached "Sheet 8 of 17_Revised
2021-06-11" has the revised profile detail that reflects the change in design.
Please let me know if you need anything else to complete your review.
Thanks!
Troy Beasley
219 Station Road, Suite 101 1 Wilmington, NC 28405
Office: 910.256.9277 I Direct: 910.509.6512
Mobile: [phone]
[e-mail]
®ADD
CONFIDENTIALITY AND NONDISCLOSURE
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Friday, June 4, 2021 2:16 PM
To: Beasley, Troy <[e-mail]>; [e-mail]
Cc: Homewood, Sue <[e-mail]>
Subject: RE: Request for Additional Information - Kersey Valley Road Realignment / City of High Point / Guilford County;
SAW-2018-00217
1

Thanks Troy. Quick follow-up question: is it practicable for the outlet section of pipe (from the drop/manhole to the pipe
outlet) to be placed essentially flat (rather than 9+% slope) to reduce velocity at the outlet and limit the likelihood of
scour in the streambed?
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
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: Beasley, Troy <[e-mail]>
Sent: Friday, June 4, 2021 11:04 AM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>; [e-mail]
Cc: Homewood, Sue <[e-mail]>; Bowers, Todd <[e-mail]>
Subject: [Non-DoD Source] RE: Request for Additional Information - Kersey Valley Road Realignment / City of High Point
/ Guilford County; SAW-2018-00217
Dave,
Our response to your request for additional information is attached.
Please let me know if you have any questions or require any additional information to complete your review.
Thanks!
Troy Beasley
21:.
Office:910.256.9277 Direct: 910.509.6512
Mobile: [phone]
[e-mail]
CONFIDENTIALITY AND NONDISCLOSURE
2

From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, May 27, 2021 4:15 PM
To: Beasley, Troy <[e-mail]>; [e-mail]
Cc: Homewood, Sue <[e-mail]>; Bowers, Todd <[e-mail]>
Subject: Request for Additional Information - Kersey Valley Road Realignment / City of High Point / Guilford County;
SAW-2018-00217
All,
Please see the attached letter, and 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
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.
3

PERMIT DRAWING
SHEET 8 OF 17
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORA Y N
IMPACTS IN SURFA E WATER
SITE 2
TS
S
�-V
780
770
760
750
a
NEER NO
KERSEY VALLEY RD.
OSB
[NIN �pslcN
ENo�NFE>s
NCOMPLETE ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPETED
.jh,11„attnir nlcnol
tEgqtr-
10' 5' 0 10' 20'
SCALE: 1" =10'
DETAIL G
PIPE OUTLET CHANNEL STABILIZATION
Not to Scale) Natural Bed
Elevation
Natural
Ground
Gentextlle
Channel Bed
Length= B Ft. Variable)
Type of Liner= CL II Rip -Rap - Keyed -In
AT —L— STA.27+43 LT (61')
C/L -L- STA. 27+17.26
SKEW = 0 DEGREES
24" RCP
GP ELEV = 777.01'
JB W/MH (0505)
RIM= 762.7
INV.IN= 758.9
INV.OUT= 751.7
- CAL 24" PIPE
INVERT ELEV=751.68
SLOPE=0.3%
air
- EXCAVATION
CL II RIPRAP
- C/L 24" PIPE
INVERT ELEV=763.19
SLOPE=8.5%