20220211 Ver 1_More Info Received_20220311

Strickland, Bev
From: Ashley Steele Bentz <[e-mail]>
Sent: Friday, March 11, 2022 12:01 PM
To: Hopper, Christopher D CIV USARMY CESAW (USA); Homewood, Sue
Cc: Walter Cole
Subject: [External] RE: SAW-2021-01593 / Centerpoint 85 Warehouse / Davidson Craven, LLC /
Lexington / Davidson County, NC - REQUEST FOR ADDITIONAL INFORMATION
Attachments: 21-176 Wetlands Exhibits Overall Plan (2022.03.08).pdf; 21-176 Wetlands Exhibits El
(2022.03.08).pdf; 21-176 Wetlands Exhibits E1A PROFILE (2022.03.08).pdf; Historical
Aerials.pdf
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Sue — it appears that they will be able to meet the deadline for the end of March for the stormwater plan. Chris (and
Sue), please see below in blue for responses from the architect and us to your initial questions and feel free to follow up
if there is anything else I can provide to you.
Ashley Bentz, PWS
Project Scientist
III
BUILT FOR
VERSATILITY
S&ME
3201 Spring Forest Road
Raleigh, NC 27616 map
o: 919.954.6285
M: 919.896.0758
www.smeinc.com
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From: Hopper, Christopher D CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, March 1, 2022 5:35 PM
To: Ashley Steele Bentz <[e-mail]>; Homewood, Sue <[e-mail]>
Subject: SAW-2021-01593 / Centerpoint 85 Warehouse / Davidson Craven, LLC / Lexington / Davidson County, NC -
REQUEST FOR ADDITIONAL INFORMATION
This message originated outside of S&ME. Please report this as phishing if it implies it is from an S&ME employee.
Thanks again for the assistance, Ashley:
i

I have reviewed the application and attachments submitted and require additional information to complete my review
of your request to utilize NWP 39 for the proposed project. Please see the items below and advise if more information
or clarification is needed.
1. Please confirm the north arrow and scale are accurate on the Overall Impact Exhibit.
Yes, north arrow and scale are accurate on the Overall Impact Exhibit sheet.
2. Please provide a profile view of the proposed stream impact / culvert placement.
Revised impact exhibits have been attached, including a depiction of the proposed stormwater control measure
locations and the profile view of the stream impact.
3. It is noted that the proposed stream crossing would be collocated with impacts necessary for construction of the
warehouse, but impacts needed for the facility are not well justified. It appears the same size warehouse could
be accommodated with no impact to jurisdictional areas by rotating it. Please provide justification for the
configuration proposed, or why either an adjusted or shifted footprint away from the stream is not feasible. If a
north -south orientation is necessary, would a narrower and longer building serve the same need? Perhaps
additional detail about the proposed warehouse's requirements would be helpful in understanding the need for
impacts.
Orienting the building in a north -south orientation on site has more than 40' of elevation differential. Significant
grading and utilization of a significant amount of retaining walls would be required to avoid stream impacts and
to stay out of floodplain which would not be feasible.
Proposed building requires access by WB-62 vehicles as well as aerial fire apparatus.
4. The application states than a headwall is proposed along New Bowers Road to accommodate a westward
shift. However, parking is shown between the road and the facility when ample uplands appear to be available
both north and south of the facility to accommodate parking. Were other layouts for support facilities
considered, and if so why is the proposed configuration necessary? Were headwalls also considered along the
stream to avoid/minimize impacts?
Sufficient space north of the facility does not exist to accommodate the desired amount of parking for the
facility. Additionally, ADA required parking spaces need to be provided at the proposed entrances to the
facility. Parking to the south side of the building would create a remote lot that conflicts with tractor trailer
service and the dock area. This would mix car traffic with tractor trailer traffic in addition to unsafe access
conditions to the building through the dock area.
Headwalls are not an option around the stream due to the required fire lane access around the building being
directly over the existing stream.
The existing power and sanitary force main easements preclude shifting the building farther southwest.
Impacts to the stream would be necessary in any site layout to utilize the area across the stream where the
proposed trailer parking is.
5. What is the purpose of the stub shown on the east side of the proposed remote parking lot? Please note NWP
39 can only be used to construct 'single and complete' impacts.
The 'stub' is for backing and turn -around movements by vehicles moving and storing trailers. This 'stub' is not
for future development or expansion.
6. Ample uplands appear to be available adjacent to the proposed remote parking lot to accommodate facilities of
equal or greater size/capacity. Please explain the need for the configuration shown.
The additional area adjacent to the trailer storage lot is not sufficient to accommodate the needed depth for the
trailer spaces and associated drive aisle. Turn movements for tractor trailers could not be accommodated.
7. The application states that stormwater management plans will be complete in May 2022. Is there any chance
the BMP shown would expand into potentially jurisdictional areas?
2

There is no chance that the stormwater BMPs will encroach upon jurisdictional areas. See attached impact
exhibits for a depiction of the SCM locations.
8. We will need to consult with the USFWS prior to verifying use of NWP 39. Our SLOPES agreement with USFWS
should address concerns for Northern long-eared bat. However, the attachments provided state that potentially
suitable habitat for Schweinitz's sunflower occurs onsite. Please provide additional information, including dates
of surveys and findings, four our use in this consultation. A review of historical imagery (attached) showed that
the site has been in active cultivation since at least 1948. This would not allow the sunflower to become
established on the site. In addition, literature suggests that sites providing habitat for the sunflower often
succeeds into a post oak — blackjack oak community or prairie. Neither of these communities were identified
elsewhere on the site. Finally, soils where the sunflower is often found are generally considered shallow with
exposed rock or bedrock, fine textured, and tend to exhibit shrink/swell characteristics. While the soils did have
some shrink/swell characteristics, overall these qualities were not observed on site. As a result, it is our opinion
that the site does not exhibit suitable habitat for the sunflower.
Regards,
Christopher D. Hopper
Regulatory Specialist
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
0: [phone], Ext. 35
M: [phone]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can
be accessed by copying and pasting the following link into your web browser:
https://regulatory.ops.usace.army.mil/customer-service-survey/. Thank you for taking the time to visit this site and
complete the survey.
3

st i m m e I 601 N. TRADE STREET, S U I01 200
date: 03-08-2022 Ob #: 21-176
WINSTtimmel a.c NC 36.7 CENTERPOINT 85
www.stimmelpa.com 336.723.1067 project:
LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING scale: 1" = 40' sheet 2 Of 3
EXHIBIT1 description: STREAM &WETLAND IMPACT EXHIBIT
IN 35.806792
COFFER DAM AND PUMP POOL W 80.179736
TEMPORARY STREAM IMPACT I START STREAM IMPACT
(S3) 24 LF / 66 SF �J /
RIP -RAP INLET PROTECTION I
PERMANENT / NO -LOSS IMPACT UPPER STREAM REACH
(S2) 12 LF / 33 SF
TO BE PIPED THROUGH
STREAM IMPACT(S1)
224 LF / 673 SF 1(�
� III
JP
1
♦
1
OPEN WATERS (OW1) j
7,117 SF / 0.163 AC 1 /
WETLAND IMPACT (W1) tbaCk
POND
4,076 SF / 0.094 AC
� a
ILL c<b J STREAM BYPASS PIPE
PROFILE ON EXHIBIT 1A
1 1
r 1 a a
,o 1
♦ TOP OF BANK
a 1 1
kk
am ��� , , ,,\A♦O
h 747 ♦ �.�748
%%'% 741----------
0 NCBEES CERT. NO.: C-1347
<<. 11 U 11111
WETLAND IMPACT (W2) 7A N 35.806164 W 80.179821 ����`` CA
1,358 SF / 0.031 AC RIP -RAP OUTLET PROTECTION %% N ROZ
PERMANENT / NO -LOSS IMPACT END STREAM IMPACT
(S2) 12 LF / 33 SF
IMPACT SUMMARY
ID
FEATURE
TYPE
REASON
SO Fi
AREA
ACRES
LENGTH
(FT)
WIDTH
(FT)
Sl
STREAM
PERMANENT
CULVERT
673
0.015
244
2.76
52
STREAM
PERMANENT/
NO LOSS
RIP -RAP
66
0.002
24
2.7E
S3
STREAM
TEMPORARY
PUMPAROUND
66
0.002
24
2.76
Wl
WETLAND
PERMANENT
FILL
4,076
0.094
W2
WETLAND
PERMANENT
FILL
1,355
0.031
W3
WETLAND
owl
OPEN WATER
PERMANENT
FILL
7,117
0.163
TOTAL STREAM
PERMANENT
(EXCLUDING
NO LOSS)
673
0.015
244
2.76
TOTALSTREAM
TEMPORARY
66
0.002
24
2.76
TOTALWETLAND
PERMANENT
5,434
0.125
--
--
TOTALOPEN
WATER
PERMANENT
7,117
0.163
--
--
SEAL
= 14985
3/8/22
eFNC I NE�Q���,���
SCALE: 1" = 40'
40 0 40

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N. TRADE STREET, S U I
st i m m e l 200
WI
WINSTON-SALEM, NC 27101
01
www.stimmelpa.com 336.723.1067
LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING
EXHIBIT 1A
rN1�
750
745
RIP-
PERMA
740
735
-0+50
date: 03-08-2022 job #: 21-176
project: CENTERPOINT 85
scale: 1" = 40' sheet 3 of 3
description: STREAM & WETLAND IMPACT EXHIBIT
STREAM
IMPACT
BYPASS
PIPE
PROFILE
PROPOSED
GRADE
HEADWALL
I NV:
601
745.00'
177
L
18"
Con
rete
ape
1.
0%
FES
INV:
600
743.05'
RAP INLET PROTECTION
JENT / NO -LOSS IMPACT
(S2) 12 LF / 33 SF
EXISTING
GRADE
RIP -RAP OUTLET PROTECTION
PERMANENT/NO-LOSS IMPACT
(S2) 12 LF / 33 SF
0+00 0+50 1+00 1+50 2+00
VERTICAL SCALE 1" = 4'
HORIZONTAL SCALE: 1" = 40'
40 0 40
NCBEES CERT. NO.: C-1347
..."%0111l"I"�
N CAR
SEAL
14985
3/8/22
�' �FA L

Centerpoint 85
2330 New Bowers Road
LEXINGTON, NC 27292
Inquiry Number: 6567105.5
July 08, 2021
6 Armstrong Road, 4th floor
Shelton, CT 06484
(rE
��� Toll Free: 800.352.0050
www.edrnet.com

EDR Aerial Photo Decade Package 07/08/21
Site Name: Client Name:
Centerpoint 85 S&ME
2330 New Bowers Road 8646 W. Market Street, Suite 105
LEXINGTON, NC 27292 Greensboro, NC 27409 SAM
EDR Inquiry # 6567105.5 Contact: Wendy Johnson
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's
professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo
per decade.
Search Results:
Year
Scale
Details
Source
2016
1"=500'
Flight Year: 2016
USDA/NAIP
2012
1"=500'
Flight Year: 2012
USDA/NAIP
2009
1"=500'
Flight Year: 2009
USDA/NAIP
2006
1"=500'
Flight Year: 2006
USDA/NAIP
1998
1"=500'
Acquisition Date: January 01, 1998
USGS/DOQQ
1993
1"=500'
Acquisition Date: January 23, 1993
USGS/DOQQ
1983
1"=500'
Flight Date: January 19, 1983
USGS
1977
1"=500'
Flight Date: March 15, 1977
USGS
1964
1"=500'
Flight Date: September 14, 1964
USGS
1961
1"=500'
Flight Date: March 02, 1961
USDA
1951
1"=500'
Flight Date: October 09, 1951
USGS
1948
1"=500'
Flight Date: May 19, 1948
USGS
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE
ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more
information contact your EDR Account Executive.
Disclaimer - Copyright and Trademark Notice
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be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
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6567105 - 5 page 2

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