20190289 Ver 1_USACE Compliance Site Visit_20200702

Strickland, Bev
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, July 2, 2020 3:26 PM
To: John Fisher; Jerry Hack; Kevin Wurschmidt
Cc: Homewood, Sue; Brandon Ashley; Teresa Andrews
Subject: [External] USACE Compliance Site Visit - Publix Greensboro Refrigerated Warehouse;
SAW-2018-00240
Attachments: 20200630 Compliance Maps and Pictures.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
OR
This email is being sent as a follow-up to our compliance visit on 6/30/2020. In attendance were myself, Chris Hopper
and April Norton with the Corps, and Kevin Wurschmidt with Gray. We looked at the 5 locations where authorized fill
limits (per our Individual Permit dated 2/11/2020) intersected with streams/wetlands and other adjacent areas. This
email notes our findings. Please be aware that we will follow up with a letter in the coming weeks due to several areas
of documented permit non-compliance.
The Sites referenced below correspond to the attached document:
Compliance Site 1 (see attached map with notes and pictures): The fill slope and sediment basin exceeded the
authorized fill limits, impacting an additional —41 linear feet of stream. Further, 1 to 4" of sediment from loss events at
the permit site were observed along the extent of the stream from the existing rock check dam to the confluence with
the larger stream, approximately 470 linear feet downstream. On -site we discussed removing the accumulated sediment
from the sides of the stream channel (rather than the portion of the channel with active flow) with rakes, flat shovels,
and buckets, down to where the sediment changes from construction silt/mud to the sandier natural stream bed
material, along the entire 470 If reach of the stream channel. Also, options to resolve the —41 linear feet of stream filled
in beyond permitted limits include restoring the original grade and contour of the stream using natural channel design,
or proposing an after -the -fact permit modification.
Also, just to the southwest of Compliance Site 1 it appears that a communications line was installed across the stream.
As our permit did not authorize any stream impacts in this location, please describe how this utility was installed.
Compliance Site 2: The fill slope in this location appeared to be installed approximately within the permitted fill limits.
Evidence of sediment loss events is apparent within and along the stream channel downstream of the impact footprint.
However, the sediment appears stable and within the permitted indirect impact reach of the stream. A large sediment
loss event appears to have occurred in the vicinity of the sewer crossing (not yet installed); it is our understanding that
Guilford Co. has addressed this issue from a sediment and erosion control perspective. Please note that the sewer
crossing in this location is to be installed via jack & bore, and no impacts to the stream are authorized in this location
(see permitted plans and Permit Special Condition 19).
Compliance Site 3: The permitted fill area has been cleared and a check dam has been installed at what appears to be
the permitted fill limits. No grading has occurred in this location and this site is currently in compliance.
Compliance Site 4 (see attached map with notes): Based on my GPS data from the field it is likely that the fill limits
extend approximately 15 linear feet past the authorized impact footprint. Please confirm the existing fill limits (i.e. the
stream -ward edge of the rock check dam) vs. the permitted fill limits via as -built survey and report the results to me.

Further, 1 to 4" of sediment from loss events at the permit site were observed along the extent of the stream and
adjacent wetlands from the existing rock check dam to the rip rap just upstream from the confluence with the larger
stream, approximately 573 linear feet downstream (combined with Compliance Site 5 below). On -site we discussed
removing the accumulated sediment from the sides of the stream channel (rather than the portion of the channel with
active flow) and adjacent wetlands (where accumulation >1") with rakes, flat shovels, and buckets, down to where the
sediment changes from construction silt/mud to the sandier natural stream bed material/natural wetland soil, along the
entire 573 If reach of the stream channel. A native riparian/wetland seed mix should be spread in wetland areas where
accumulated sediment has been removed.
Compliance Site 5 (see attached map with notes and pictures): The section of sewer required to be installed byjack &
bore (see permitted plans and Permit Special Condition 19) was installed by trenching and the entirety of both stream
banks were subsequently rip rapped. Further, approximately 40 linear feet of the downstream -most reach of Stream F
and its fringe of adjacent wetlands has been completely rip rapped, and the stream is flowing under the rip rap. All of
the above has occurred outside of the permitted fill limits of the project and is therefore an unauthorized discharge of
dredged and/or fill material. Also, as discussed above, 1 to 4" of sediment from loss events at the permit site were
observed along the extent of the stream and adjacent wetlands from the existing rock check dam to the rip rap just
upstream from the confluence with the larger stream, approximately 573 linear feet downstream (combined with
Compliance Site 4 above). On -site we discussed removing the accumulated sediment from the sides of the stream
channel (rather than the portion of the channel with active flow) and adjacent wetlands (where accumulation >1") with
rakes, flat shovels, and buckets, down to where the sediment changes from construction silt/mud to the sandier natural
stream bed material/natural wetland soil, along the entire 573 linear feet reach of the stream channel. A native
riparian/wetland seed mix should be spread in wetland areas where accumulated sediment has been removed. We also
discussed possible resolution of the rip rap discharge in Stream F involving removal of the rip rap and stepping the
stream down to the confluence of the larger stream via 1-foot step downs using natural channel design — after -the -fact
approval of the rip rap in this small stream would be difficult as this material and installation method does not allow for
aquatic life passage, and the stream will likely headcut upstream under the rip rap. Resolution of the trenched sewer
line will be discussed in our forthcoming letter.
Compliance Site 6 (see attached map with notes and pictures): The fill slope in this location appeared to be installed
approximately within the permitted fill limits. Evidence of sediment approximately 1-4" thick from loss events at the
permit site is apparent within the extent of wetlands downslope of the fill limits. On -site we discussed removing the
accumulated sediment from the wetlands (where accumulation >1") with rakes, flat shovels, and buckets, down to
where the sediment changes from construction silt/mud to natural wetland soil, within the entirety of the wetland. A
native riparian/wetland seed mix should be spread in wetland areas where accumulated sediment has been removed.
Please let me know if you have any questions or would like to discuss the resolution of the above non-compliance issues
prior to receipt of or forthcoming letter.
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: David. [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.

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PROJECT NUMBER
42407
PROJECT NAME
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DESIGNED BY / DRAWN BY
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1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
LiDAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact IUs updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
DRAWING DESCRIPTION
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
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PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
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PROJECT NAME
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REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
' SCALE (FEET)
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k 1.y = w � t i•_•.+4 art, � ,� , ,� o-s � %F'- � F•• � h k � -
+� - roc{ ��'�� .� �� i { } '�Ic _ 'I. ~ �y'�rr +� � + • .,. t -
r Check dam r • . — ; y
%
.�r 9L,
��'� r: 'do-• J ' ?� I � Y "_ _ +$
.s. x Sediment accumulation
1-4" deep in remainder
- �•. - - � . • �• � - 'ram •. of Stream K
- T •y.� rF • y - r
•4} ' y J _
IPJ
_6I
e.
AP
et
L NFL Vim
34.
I +
_ ~Ls
T Li. ~r• a
i +
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I
Looking upstream' at _fill • slope an
c..
heckdam at Com lwn ce Site
i
rti 1
•�* _ _ L• •J j L_
• l2 1 f- J _ �
fir" . , ,�._ r , • �' . ; � �, � _ .L,, J
�• ,rt G • r tw
rF Check dam - y.
r
43
'ice - - � •�-_ .� r'` `�Ki�T
1 L � '• 1 ` 7C
rSediment accumulation
* - 1411 deep in remainder
- 3; • i 1•, of Stream K
{
WL
• J
kWh
y�
k ��•� _ r rL -4 �� y
_r ! i
f •L
+.F , •k�.
r
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F 1" iij• _ � f� � �
T � x •�
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y S

Looking upstream at fill slope and rock
''checkdam at,to},I,;S
'' ,.1 0/ 021
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Sediment accumulation
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of Stream K
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Legend
Project Limits - 354.2 Acres
171r LOD
Limits of Disturbance - 231.2 Acres
0 (101
m
Stream Impact
©
Wetland Impact
— — — — -
Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581 BA - 15.1 Acres
l I 1 ' 1 IJ I f ',' ' L � -- _ _ ti 1 / / 1 f I I , ' I • 1 I I r
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
� � ,' These plans and associated documents are the
, , ,� , , i r ■ r + , , , I + , , - _ exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
- - - ' , p0and/or construction staking without the express
w , , ' , r , J r f , , • , 1 r , , - ritten consent of TIMMONS GROUP.
• ,! . -�.r _ ` 1 , f 1� r� 1 , , r� r , 1 yI rl 1 , , +
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REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
DRAWING DESCRIPTION
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
0 50 100
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE I SHEET NUMBER
-- H:1 "=50' 4OF 12
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�
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ua ■
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Legend
Project Limits - 354.2 Acres
F1r LOD
Limits of Disturbance - 231.2 Acres
0 (101
m Stream Impact
© Wetland Impact
— — — — - Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581 BA - 15.1 Acres
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DATE
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PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
- / •�•
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41111111,
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These and associated documents are the
/ ! 4 ,
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plans
exclusive property of TIMMONS GROUP and
- , - {1� ' •
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may not be reproduced in whole or in part and
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be
shall not used for any purpose whatsoever,
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REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
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arm RV ■ ! _ I ,I ! I + I 1 ' ; • rf f! ` f+ ti /' !' f ' '\
.. n .- -•+� 4 , I - -`� - - _ `��- + I r 1' ,I f �, /- , fr , f III , , 4 � L L � f I I 1 1 I I I 1 1 �!J //r
. _ 4. If I r ; - I ' ! ! , r I I I 1 I /r , � I r I y , ♦ , 4 , r L I I \ , 1 / , , , r ;I ,,•
fr/ f•� , � _ - , , • ! . I , `. I 1 ! I 1 4 , � o L+r 1 -!,/ 1;
. , 1 - - - / I I r . f / , - I r ' 4 1 ., ] I \, 44 I ., � 4 Y, ♦, I fiJ fif l 1 r/ r '.
Legend _ _ , _ - - .•' /' ' (/ ! , ,:!' I+ 'I ,`` ff --I r +f fl II r1 ` r ; i ' , \ If ;++1++ , �!; '+ •
1 - / r J 1 f r ,! f I r f !' � I I �, 1 � - J • f , L f � � I 1 I f � r + 1 + f 11 r++ I!/I +1 1 ;
-�~_'- •r r 1 1 ! f r! f + � I , I `� / f f I f f S I f If � r I,I I ,
�---• 1 ' !' 11 f If' ,' I f 1 I 1 I 1 f 4 f I -- -- I I I, ,, , I ff ' ,!' ' 'I I f + � 1
Project Limits - 354.2 Acres --' ' !' r - _ ! ^ �' ,' 1
l Z r , ' • i 4 r ! , I I 4 -� ��{ -i_. L f I f - ' - _ f' f I / f / ! ' - I Il ` ,
r LOD �� - ;� _ r 1 , ,
1 r ! 1 / I l �� ��� I I �
r- _ ^' - + , ,r r f , 1 L��f�: , , ff f 1 l ' , • I,r f + '/ �/r 1h + „
Y
Limits of Disturbance - 231.2 Acres � r ;
Go OOl
�T
© Stream Impact
© Wetland Impact
1 1
p
— — — — - Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
f 1 f / - - / I �- 1 , , L , 1 1 1 4 ' / L ♦ I 1 l ,- ',f I ,I f I , I
Zone 2 Buffer Impact - Permanent __ - _
' I
,r r l- - - f f �4 i I + 1 f 1 r , + r ! ❑ ! / , I 1 1 I �' f� I `_/ , I!,
�
1 Ir ! - - - - - - - � _ • - f � - - - ` ' ' ' f - � � I 1 Y L I r ' J r / ' Y f I f ? I l ' J f ! I / r r
1 � ..___. .. + ', 1 f II 1 I � � Ir f� r -' �I �1 1 1 `, (I ,!! ' •� ,1 , JJr, f I
Zone 2 Buffer Impact - Temporary
, -- _ - _ L_ I `�� �f��{ ir{ I 1 ' , f /,Jr �f~ 1 I'Y f r ' ' �! r f y` + f' � , ! Ir f r f j 1 •'
Perennial Stream (R3)
.,
1 l ,� I + ' f , f r + 1 I 1 f � I I , , i _' - f I r + II rl , + •� 11' f f l
� l • _ � 1 � f •1 _-r' I . ' - / + ,' , I f f , 1 , 1 r I f1-, I , ' 1 ,r � f I 1 1+ 1 l 1 l
Intermittent Stream (R4)
, - _- -- I - - - - , •f I I + f 1 I L f / + f , I , r , r /+ !, ,_, 4 � r +' I ' +
Permanent Stream Impact
- . - ;1 J - - - � ♦ _ 1 - - _ l _ _ _ � _ - I f 1 Ir , Ir 1 Y r I f + I I , I I - � f 1 1 /+ rl+ r+ 1 + + + i 1 r
b,
Temporary Stream Impact
k. , 4
_ ----- - - -_ - - - j l
r ,, - •_- r, , - I !' r I r . f I f 1 , ' n l l 1 1 4 1
Secondary Stream Impacts
Stream Top of Bank -
,' ' I r + . '
Palustrine Forested (PFO) Wetland
__ - � ! �\ frJ _ ,' I f • f f I f I J ' 1 ,• � J � I 1 I I I I I ' .
1 ' - - , � 1 - - - � ` 1 - �- . , _ • , f , f I I I I l 1 � _ I I I , I I 4 r
" f ❑ 1/ 1 1 f 1
Palustrine Emergent PEM Wetland
/ r ' 1
Palustrine Open Water (POW) l'` l -- -` ' . - - - - __ ` J i f ,' 1 ,+ r ,� ��
\ , 1 - � � Y- , r r I I I I I +
�- ! 1 f I 1 � ''• 1 f r I
Wetland Impacts - -- ®- --
P - - - - 4 `-- 1 fl
I
` _ ! J ! • � i r I I+I i 1
� _ ` f . r I � • � - \ , ! ' I . , + , 1� I ,f II u 1 I r 1 I I I L
�_- _ J f'+If'k� i I�~ ~♦ �'� _- ` r1 I ' /` /- `L + ,I , ,' ,fr +'/ If f 11 l •' '' I I' ' 1
Secondary Wetland Impacts ' _ - -- v 4•�-~ �-- r� ,
i POt - ' ` _ r +
t` _ _ _ - _ 1 1 1 _� , 1 1 , 1 1 4 1 1
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a
DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY I DRAWN BY
L. MAJOR
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact IUs updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11 /22/19
Secondary impacts updated per
W ACE/DWR request.
DRAWING DESCRIPTION
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
0 50 100
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1 "=50' 9OF 12
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by others.
2.Waters of the U.S. have been
confirmed by the U.S. Army Corps
of Engineers on July 3, 2018 by
David Bailey (SAW-2018-00240).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based on
confirmed Perennial Flow
Determination.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11/22/19
Secondary impacts updated per
USACE/DWR request.
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
0 50 100
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1"=50' 11OF12
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Stream Impact
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Wetland Impact
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Stream Buffers
Zone 1 Buffer Impact - Permanent
Zone 1 Buffer Impact - Temporary
Zone 2 Buffer Impact - Permanent
Zone 2 Buffer Impact - Temporary
Perennial Stream (R3)
Intermittent Stream (R4)
Permanent Stream Impact
Temporary Stream Impact
Secondary Stream Impacts
Stream Top of Bank
Palustrine Forested (PFO) Wetland
Palustrine Emergent (PEM) Wetland
Palustrine Open Water (POW)
Wetland Impacts
Secondary Wetland Impacts
NC DOT TIP Project: U-2581 BA - 15.1 Acres
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
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f ' ®' - ` - _ - - - - _ _ _ _ _ - _ - - - ' - _ _ \ "` \ ' , exclusive property of TIMMONS GROUP and
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I , ■' r I r ' , , 1 ] , _ r I I - - _ _ _ _ , , �� , \ \ , •* , ' `' written consent of TIMMONS GROUP.
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REVISIONS
#
MM/DD/YY
DESCRIPTION
1
08/14/19
Impacts updated per revised layout.
2
09/17/19
Impact ID's updated.
3
09/25/19
Impacts updated per revised layout.
4
11/07/19
Impacts updated per USACE/DWR
response dated 11/04/19.
5
11 /22/19
Secondary impacts updated per
USACE/DWR request.
_ r L Y , 1 f I ■ 1 � , , I 1 - - (Yf L ' l I I + r f' + ,, ' f , r 1
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r 1 ' ■ 1 , , r - r 4 r , + r + ' r ' I r ` �� DRAWING DESCRIPTION
PRELIMINARY
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WATERS OF THE
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it SCALE (FEET)
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_ - 0 50 100
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I , Y\ ` , } , , 4 , 1 , ■ , 4 ., r 1 , , r r r 1 r ; �. ' I r r r 1 f ! f'r , SCALE SHEET NUMBER
' 10 OF 12
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