20201624 Ver1_USACE Request for More Info_20210107

Strickland, Bev
From:
Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent:
Thursday, January 7, 2021 3:35 PM
To:
Michael Brame
Cc:
Homewood, Sue
Subject:
[External] Request for Additional Information - Brightwood Crossing LLC - 6479
Burlington Road, Whitsett, Guilford County; SAW-2020-02276
Attachments:
2002-20508 NWP 39 Tearsheet and Plans.pdf
Follow Up Flag:
Follow up
Flag Status:
Flagged
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Michael,
Thank you for your PCN and attached information, dated 12/24/2020, for the above referenced project. I have reviewed
the information and need clarification before proceeding with verifying the use of Nationwide Permit (NWP) 29
(http://saw-reg.usace.army.mil/NWP2017/2017NWP29.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Permit or consider your application withdrawn and close the file: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) Your PCN included proposed impacts to streams and wetlands, however these and other potentially
jurisdictional boundaries have not been verified by the Corps. A site visit will be required to verify your
delineation of potential waters of the US. Please note that your PCN is considered on hold until your submitted
delineation is verified by our office. Further, additional revisions may be required on the PCN and plans based on
the final Corps -verified boundaries of potential waters of the US. I am currently available to field -verify your
delineation on Tuesday, 1/19/2021 at 11:30am; would this date and time work for you?
2) Please note that this parcel was included in the Brightwood Farm residential development project, originally
authorized via NWP 39 dated 12/17/2002 (see attached). This permit verification authorized impacts to 300
linear feet of stream channel, although not all of them involved the permanent loss of waters and not all were
constructed. Given that this parcel was intended to be part of this larger residential development, and due to
shared infrastructure with this overall development (e.g. access from Preakness Parkway) it is likely that the
Corps will view the proposed stream and wetland impacts as cumulative with Brightwood Farm residential
development. Please provide any information you have regarding the association of the proposed project with
the Brightwood Farm residential development. We also suggest providing a functional assessment (NCWAM) of
the wetland proposed for impact given the proximity of proposed wetland impacts to the typified compensatory
mitigation threshold in Nationwide Permit 29 General Condition 23(c);
3) Please note that responses to the questions above may prompt additional information requests to allow full
evaluation of the proposed project.
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
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
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: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220508 County: Guilford
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner ARCON, Inc.
Address 607 Eastchester Drive
High Point, NC 27262
Telephone Number 336-889-8383
Authorized
Agent S&ME, Inc.
Attn: Todd Ball
Address 3718 Old Battleground Road
Greensboro, NC 27410
Telephone Number 336-288-7180
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located north of US 70, and west of Brightwood Drive (SR 2758), east of Greensboro, Guilford County,
North Carolina. The site is located adjacent to Rock Creek and several of its tributaries, above
headwaters, in the Cape Fear River Basin.
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
culverts, and the placement of fill required for the construction of three road crossings and four utility
crossings associated with the development of Brightwood Farm Subdivision. Impacts to waters of the
U.S. authorized by this permit total 300 linear feet of stream channel.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
39 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact _ Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Regulatory Pro Le.�:t Manager Signature= 4d
Authorization Date December 17, 2002 Expiration Date December 17, 2004
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: Ron Ferrell, Wetlands Restoration Program, 1619 Mail Service Center, Raleigh, NC 27699-1619

Action ID: 200220508 County:
Special Conditions
Guilford
l . You shall mitigate for impacts to 300 linear feet of stream channel associated with this project by payment to the North
Carolina Wetlands Restoration Program (NCWRP) in the amount necessary to perform restoration to 300 linear feet of warm
water stream in the Cape Fear River Basin (Cataloging Unit 03030002). Construction within jurisdictional areas on the
property shall begin only after the permittee has made full payment with certified check to the NCWRP, and the NCWRP has
made written confirmation to the District Engineer, that it agrees to accept responsibility for the mitigation work required,
pursuant to Paragraph IV.D. of the Memorandum of Understanding between the North Carolina Department of Environment
and Natural Resources and the U.S. Army Corps of Engineers, Wilmington District, dated November 4, 1998.

FIGURE NO. I
0

17
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
PREL U IINARY STREAM CROSSING LOCATIONS
BRIGHTWOOD FARM
GUILFORD COUNTY. NORTH CAROU NA
' AS SHOWN ..._......... RDM I ,.._..._. - MB I

zp
\
•�alam ��
« ' §|■sT�
Ic OWN.:

ROAD CROSSING #1
BRIGHTWOOD FARM
EGUMFORD COUNTY NORTH CAROLINA
SCALE: DRAWN BY: HECKED UY.
ENVIRONMENTAL SERVICES AS SHOVM RDM
ENGINEERING • TESTING DATE: 2002 FIGURE NO.

Flow
FiAnrre 3. Cross section, profile and plan view of a Cross -Vane
DETAIL A
*S&ME,
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
ROAD CROSSING #1
BRIGHTWOOD FARM
GUILFORD COUNTY, NORTH CAROLINA
vv AS SHOWN v RDM MTB

634
632
630
628
626
624
622
620
61.8
616
614
612
610
608
606
DATUM ELEV
605.00
c0
c0
0+00 0+50 1 +00 1 +50
ROAD CROSSING # 1
ENVIRONMENTAL SERVICES
ENGINEERING . TESTING
-�
I
i
CN
i
I
100
I YEAR FLOOD EL
EV.
623.15f
R
2
A --7 1 6
i
'co
rn
_i
to
to NOTE:
to
to
i
72" RCP T
� BE BURRIE
1N
O
II
BELOW STR
M
tD
�II BED
Z_
Z
N
O
r-
to
> >
00
I
PROFILE
z
z I
SCALE:
.
= 4' VER
1 " = 40' H
RZ.
n
to
N
tT
to
M
n
to
rl-
ri
M
4
U�
U�
6
I-z
00
06
tT
to
to
to
to
to
to
to
to
to
to
2+00 2+50
ROAD CROSSING #1
BRIGHTWOOD FARM
GUILFORD COUNTY NORTH CAROLINA
AS SHOWN RDM I mirB
F.

S&ME
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
ROAD CROSSING #2.
BRIGHTWOOD FARM .
GUILFORD COUNTY, NORTH CAROLINA
AS SHOWN RDM mm

u
Figure 3. Cross section, profile and plan view of a Cross -Vane
DETAIL A
*S&ME
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
ROAD CROSSING #2
BRIGHTWOOD FARM
GUILFORD COUNTY, NORTH CAROLINA
AS SHOWN
cf773i
MTB

634
632
630
628
626
624
622
620
618
616
614
612
610
608
606
DATUM ELEV
605.00
0
c�
-H
0
o
co
N
co
w
J
W
J
U
100 YEA
FLOOD ELEV.
6
4.00f
�0
F
L SF
g6"
Sg � SF
---
.00
AST2 — S
ALIMINIZED STEEL,
,�
M
M TYPE 2. WITH
SMOOTH. FLOW
0
rn CONCRETE
UNER
NOTE:
m
co
10"RCP
TO
II
II
---BE-
BELOW
STREAM
n
(D
BE
zz
INV. OUT C
08") = 612.22
»
ROFILE
INV. OUT
z
z
SCALE:
.
84 = 614.72
1 4' VER
1 " = 40' HC
RZ
0)
rl-
M
N
00
00
(l-
0)
00
It
to
cV
ti
rM
M
rM
4
to
u
(6
cD
cD
cfl
w
cD
70
co
cD
_ cD
cD
c�
cD
0+00 0+50 1 +00 1 +50
ROAD CROSSING #2
.... &N a E
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
2+00 2+50
ROAD CROSSING #2
BRIGHTWOOD FARM
GUILFORD COUNTY, NORTH CAROLINA
AS SHOWN I RDM I M'IB

S&ME
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
ROAD CROSSING #3
BRIGHTWOOD FARM
GUILFORD COUNTY. NORTH CAROLINA
�.

*S&ME
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
Flow
Figure 3. Cross section, profile and plan view oj'a Cross -Vane
DETAIL A
ROAD CROSSING #3
BRIGHTWOOD FARM
GUILFORD COUNTY. NORTH CAROLINA
AS SHOWN I RDM
MTB
ct�

654
652
650
648
646
644
642
640
638
636
634
632
630
628
626
DATUM ELEV
625.00
n
co
M
cD
Lo
rn
to
cn
J
w
J
U
100
YEAR FLOOD E
EV.
_
643.10f
1-57 LF
72" RCP
2-=57 LF
60" RCP
L -------
U')lL0
0
CD
rn
NOTE:— .
—
`a
rn
---
72" RCP TO
(0�
—
BE BURRIED
BELOW STREAMx
.
BED,
iio
nco
zz
— —
> 9
z z
_~
PROFILE
4' VERT.
SCALE: 1 " =
1 " =
40' HORZ.
N
c�
U�
O)
0
00
0
o0
N
I-
00
I-
00
00
cD
cO
cD
cD
cD
cO
cD
cD
�
cD
0+00 0+50 1 +00 1 +50
ROAD CROSSING #3.
77
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
2+00
ROAD CROSSING #3
BRIGHTWOOD FARM
GUUXORD COUNTY, NORTH CAROLINA
AS SHOWN RDM MlB

EXIST.
TREELINE
2
O �Q
2
PROP. SSMH
SANITARY SEWER
CROSSING 1
SANITARY SEWER CROSSING #1
"E BRIGHT WOOD FARM
GUILFORD COUNTY NORTH CAROLINA
SCALE: DRAWN OY: CHECKED W-
ENVIRONMENTAL SERVICES AS SHOWN RDM mm
ENGINEERING • TESTING r NO. DATE: FIGURE NO.

�o
o
� o°'o
� rn
;;
I
I
I
.
� CL
0
I
I
100 Y
R FLOOD EL
586f:._---
EX
TING GRADE
/+
I �
o
0
cD
_
n
--
N
�n �n
II II
z
—.
00 N
I
> v
C
S ' I RIP RAP, 24
THICK
---
---
---
?
PLA
ED;..OVER FILTER F
RIC
. .
CONTRACTOR TO M
INTAIN
w
ORIGINAL, BOTTOM,
EVATION
AND SHAPE
DUAL 12"
INVERTED SIPHON
USE GRIF
IN MECH-LOK
RIGID RES
RAINED JOINT
---
---
PIPE THR
UGHOUT
1 " MIN. C
VER REQUIRED
THROUGH
UT
I
PR
FILE
(
I
_SCALE: 1 "
= 4' VERT.
ATUM ELEP
1 "
= 40' HORZ
_
594cn 592
590
588
58
58
to
58
I
i
58
00 co,
57800 co
5 76
574OZ
572
570
568
566
565.00 SANITARY SEWER CROSSING # 1
SANffARY SEWER CROSSING #1
BRIGHTWOOD FARM
S&ME GUILFORD COUNTY NORTH CAROLINA
SCALE: H BY
-
ENVIRONMENTAL SERVICES AS SHOWN RDM Mm
ENGINEERING • TESTING DATE: FIGURE W0.
15AUGUST,

S&NE
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
,
PROP. SSMH
t
I I I 1 30' . PERMANENT
EASEMENT
I I CENTERED ON PIPE
jl I
I) II
I
it II
II 1
1
-PROP. SSMH
EXIST.
TREELINE -
I I 1 GRAPHIC SCALE I' = 40'
I I I 40 0 40
II I.
SANITARY SEWER
l i I CROSSING 2
SANITARY SEWER CROSSING #2
BRIGHTWOOD FARM
GUIL.FORD COUNTY, NORTH CAROLINA
I SCALE: AS SHOWN I DRAWN BY: RDM I CHECKED 0V um
i

604
602
60C
596
596
594
592
590
588
586
584
582
580
578
576
DATUM ELEV
575.00
M
o
g o
a
II
a II
X
ap CLASS "I" RIP
P p
�-
24". THICK, PLACED..
�-
OVER FILTER FABRIC
�
j
I
I
EXISTING
GRADE
CONTRACTOR TO
MAINTAIN. ORIGINAL .
BOTTOM ELEVATION
IAND SHAPE
85 LF 20" DIP
® 0.24%
0Pq
0
.
Lo
Ln
i
I I.
PR
FILE
SCALE: 1 "
= 4' VERT.
1 "
= 40' HORZ
SANITARY SEWER CROSSING #2
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
SAMARY SEWER CROSSING #Z
BRIGHTWOOD FARM
GUMFORD COUNTY, NORTH CAROU NA
AS SHOWN RDM MTB

CLEARING _/
600 — LIMITS _
RIP RAP CHANNEL PROTECTION
NCDOT CLASS RIP RAP
10'Wx20'Lx24°THICK
r WITH FILTER FABRIC UNDERNEATH
PROP . SSMH
7/
J
(l
\ 8p.
590 clo O� \
/.�'�—PROP. SSMH
� GRAP IC SCALE i * = 40
�J /66fY400 40
SANITARY SEWER
CROSSING 3
0
SAMMY SEWER CROSSING #3
BRIGHTWOOD FARM
MAE GUILFORD COUNTY, NORTH CAROLINA
ENVIRONMENTAL SERVICES AS SHOWNI DRAWN BY: RDM I Km
ENGINEERING . TESTING 1 Joll no. JDATE: IFIGURE NO.

604
602
600
598
596
594
592
590
588
586
584
582
580
578
576
DATUM ELEV
575.00
o
M
o
�.
I
II
o
�
a
0
o
O:f
CL
a
o
i ~
~
CLASS "I" RIP
IRAP
24" THICK P
ED
OVER FILTER FABRIC
CONTRA'
TOR TO
EXISTING
- MAINTAIN
ORIGINAL
GRADE
BOTTOM
ELEVATION
A AND SHAPE
'
oil
N
u
u
U
PR
FILE
SCALE: 1 "
= 4' VERT.
1 "
= 40' HORZ
SANITARY SEWER CROSSING #3
SAME
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
SANITARY SEWER CROSSING #3
BRIGHTWOOD FARM
GLUFORD COUNTY, NORTH CAROLINA
:OWN RDM

MAE
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
SANTITARY SEWER CROSSING #4
BRIGHTWOOD FARM
GUILFORD COUNTY, NORTH CAROLINA
I AS SHOWN I PmM �.,..��......... M 1

616
616
614
612
61G
608
606
604
602
600
598
596
594
592
590
588
586
DATUM ELEV
585.00
a
0
N
0
C
co
af
0
0
of
a
F
2O D.I. S
N SEWER
--
CONTRACT
R TO USE GRIFFIN/
MECH-LO
RIGID '
I
I RESTRAINE
JOINT PIPE,
\ FOR EXPO
ED JOINTS
20" D.I. , SAN. SENDER
_
I
211 LF
20" SAN. SEWER.
®
'0.24% TOTAL
100 Y
R ! FLOOD ELEV
m cn
596fan
ol0 20" D.I. SA
N. SEWER
Lo�
Dz
li a CON ¢
PIPE SUPPORT
PIER
I_
CONTRA
DISTUR
TOR SHALL LIMIT
ED STREAM T
0
z
j z
AREA
o (
THAT N�EDED
FOR TEMPOWRY
z. (
CROSSING.
PROFILE
SCALE: 1 "
= 4' VERT.
1 "
= 40' HORZ
SANITARY SEWER CROSSING #4
S&M
v-1 E
ENVIRONMENTAL SERVICES -
ENGINEERING • TESTING
SAMMARY SEWER CROSSING #4
BRIGHTWOOD FARM
GUILFORD COUNTY NORTH CAROLINA
DRAWN BY: CHECKED BY:
[OWN RDM 1!m
5 DATE: FIGURE N0.
j` I