20201847 Ver 1_More Info Received_20210513

Strickland, Bev
From: Michael Brame <[e-mail]>
Sent: Thursday, May 13, 2021 8:12 AM
To: Homewood, Sue; Dailey, Samantha J CIV USARMY CESAW (USA)
Subject: [External] RE: Kings Crossing SD; DWR# 20201847
Attachments: 06.32_STREAM CROSSING.pdf
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Good Morning Sue and Sam,
See Responses in Red below.
Sue, if the revised alignment is acceptable, please let me know.
Sam, pending Sue's response, it may be necessary to do a permit modification to add the additional stream impacts.
Thank -you.
Sincerely,
Michael T. Brame
336.708-4620 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenvirc.com
[e-mail]
PILOT
PILOT E N V I R O N M E N T A L, I N C
From: Homewood, Sue <[e-mail]>
Sent: Monday, April 26, 2021 4:26 PM
To: Michael Brame <[e-mail]>
Subject: Kings Crossing SD; DWR# 20201847
Mike,
I have reviewed the 401 application for the above noted project and have a couple items that need to be addressed:
1. The PCN notes that for stormwater purposes, the Town of King will review the project, however the location of
the project makes it subject to Phase II NPDES Stormwater regulations implemented by DWR Central Office
Stormwater Unit. Please confirm that this project will be submitted to the DWR Central Office for a State
Stormwater Phase II permit. The stormwater plan is being submitted to the state for review.
2. The outlet of culvert crossing #2 appears to not be in alignment with the natural stream and instead is directing
flow towards the outside of a meander bend. Please review this alignment in more detail and provide either an
i

alignment that is more in line with the natural channel, or provide a revised plan that addresses long term
stability ofthe streannbankatthis location. The culvert has been realigned. The revised exhibit is attached. In
order to realign the channel the culvert/headwall impacts increased by I linear foot (0.00007 acres) and keyed
in rip rap increased by linear feet (0.00009 acres).
I will place this project "on hold" until receipt of a response to this email.
Sue Homewood
Division ofWater Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
3368131863 mobile
Sue. [e-mail]
4S0VV.Hanes Mill Rd, Suhe3UU
Winston Salem NC 27105
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-III-III-�
20'
32.80'
3
1.20'
10'
STREAM IMPACT LENGTH FROM CULVERT/HEADWALLS: 66 L.F. = .0045 AC
I
93.0'
STREAM IMPACT LENGTH FROM RIP -RAP TO BE KEYED IN: 30 L.F. = .0021 AC
TEMPORARY IMPACTS FROM COFFER DAM/PUMP AROUND: AC
.0002
1 II I
Gupton's Royal
Design Group
CIVIL ENGINEERING -SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN e LAND SURVEYING
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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PROGRESS
DRAWINGS
GOVERNMENTAL
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APPLIED
FOR
DO NOT
USE FOR
CONSTRUCTION
REVISIONS:
07/30/20
12/1 6/20
03/ 12/21
05/ 1 1 /21
CONST. SUB.
UPDATE
UPDATE
UPDATE
SURVEYED BY: OTHERS
DRAWN BY: DHB
DRAWN BY: MDE
DRAWN BY: BSH
DESIGNED BY: HBG
APPROVED BY: HBG
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SHEET TITLE:
UTILITY AND
STREAM CROSSINGS
CULVERT CROSSING #2
PLAN VIEW
CULVERT CROSSING #2
PROFILE VIEW
40
GRAPHIC SCALE
0 20 40
80
160
( IN FEET )
1 inch = 40 ft.
CULVERT CROSSING #1
PLAN VIEW
CULVERT CROSSING #1
PROFILE VIEW
(6.32)OF 78
DATE: 04/01 /19
PROJECT NO: 12804-19D