HomeMy WebLinkAbout20190900 Ver 2_Modification Request_20210721Strickland, Bev
From: Miller, Vickie M. (Raleigh) <Vickie.Miller@hdrinc.com>
Sent: Wednesday, July 21, 2021 4:37 PM
To: Gibby, Jean B CIV USARMY CESAW (USA); Williams, Andrew E CIV USARMY CESAW
(USA); Homewood, Sue
Cc: Garvey, Jackson
Subject: [External] City of Greensboro Waterline Loop Project - Request for Permit
Modification
Attachments: Greensboro Loop Modification Request_7_21_2021.pdf; 2021 Updated Exhibits
(003).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.
Good afternoon all,
I had mentioned a little while back that we would have a modification on the Greensboro water/sewer line loop
project. I finally received the information and have attached the files to this email for your review. In general, there are
five sites where we were previously planning to avoid by jack and boring pipes under the streams but in the first location
the contractor has encountered rock that is extremely hard and they have not been able to complete a jack and
bore. As they move along they are still intending to use jack and bore where it is possible but they wanted to request
the modification in case they encounter rock at the other crossings. Please let me know if you need additional
information beyond the attached cover letter and the updated exhibits.
Thank you,
Vickie
Vickie Miller, AICP, PWS
D 919.232.6637 M 919.559.2632
hdrinc.com/follow-us
1
July 21, 2021
Mrs. Jean Gibby / Mr. Andrew Williams
U.S. Army Corps of Engineers
Raleigh Regulatory Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Sue Homewood
N.0 Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Subject: Request for Modification to Nationwide Permit Nos. 12 and 13 (SAW-
20019-01356) / General Water Quality Certification Nos. 3884 and 3885
(DWR # 20190900)
City of Greensboro Proposed Southeast Feeder Main and Liberty Road
Sewer Force Main
Guilford County, North Carolina
To Whom It May Concern:
HDR, on behalf of the City of Greensboro (City), requests modification to the existing Section
404 Nationwide Permit Numbers 12 and 13 and Section 401 Water Quality Certification
Numbers 3884 and 3885 for construction activities associated with the Proposed Southeast
Feeder Main and Liberty Road Sewer Force Main project (Project) in Guilford County. The
original Section 404 Permit (Action ID SAW-2019-01356) is dated September 19, 2019 and
the Section 401 Water Quality Certification (Number 20190900) is dated September 16,
2019. There have been no previous modifications to these permits. This project is currently
under construction.
Explanation of Permit Impact Site Modifications Being Requested
This modification request is due to changes requested for construction methods. During
construction the contractor encountered an issue with trying to install the bore pits for a
bore and jack at Big Alamance Creek on Sheet 03X.19. While trying to install the bore pit
they encountered rock that is extremely hard and were not able to successfully dig the
bore pit for the bore and jack. In order to install the water line at this location they are
requesting to open cut the stream similar to the majority of the crossings on the project.
555 Fayetteville Street Suite 900 Raleigh, NC 27601-3034
(919) 232-6600
July 20, 2021
Page 2
In addition to this location, there are four other locations where a bore and jack was
planned to be used for stream crossings. These occur on plan sheets 03X-11, 03X-14,
03X-16, and 03X-06. The current plan for those locations is to attempt digging the bore
pits and using a bore and jack but if that is not successful the contractor would like to be
able to proceed with the open cut methods like the remaining streams on the project.
The modification results in 155 linear feet of additional permanent impact to streams due
to bank stabilization following construction. Permanent stream crossings are not required
at these locations due to access being available along NC Highway 62 and Liberty Road.
The contractor is aware of the conditions necessary for open cut trenching and would
make sure they use appropriate dewatering measures and install the necessary sediment
and erosion control in order to avoid additional impacts to the streams.
Please see the enclosed revised permit drawings and updated impact summary sheets
which reflect the changes in impacts as well as the following table which describes the
impacts.
Additional Permit Impacts
The following table illustrates the additional impacts beyond those that were previously
provided in the electronic PCN and Modification Request.
Stream impact
number -
Permanent (P)
or Temporary
(T)
Type of Impact
Stream
Name
Perennial or
Intermittent
Type of
Jurisdiction
Average
Stream
Width
(feet)
Impact
Length
(linear
feet)
S-C-180-3
(Sheet 03X 06)
P
Open Cut
Trenching (coffer
dam, dewatering,
excavation, pipe
installation,
backfilling)/ Bank
Stabilization
Polecat
Creek
Perennial
USACE &
DWR
20
25
S-C-181-6
(Sheet 03X 11)
P
Open Cut
Trenching (coffer
dam, dewatering,
excavation, pipe
installation,
backfilling)/ Bank
Stabilization
Unnamed
Tributary
Perennial
USACE &
DWR
7
25
July 20, 2021
Page 3
Stream impact
number-
Permanent (P)
or Temporary
(T)
Type of Impact
Stream
Name
Perennial or
Intermittent
Type of
Jurisdiction
Average
Stream
Width
(feet)
Impact
Length
(linear
feet)
S-A-181-9
(Sheet 03X-14)
P
Open Cut
Trenching (coffer
dam, dewatering,
excavation, pipe
installation,
backfilling)/ Bank
Stabilization
Unnamed
Tributary
Perennial
USACE &
DWR
7
25
S-A-181-4
(Sheet 03X-16)
P
Open Cut
Trenching (coffer
dam, dewatering,
excavation, pipe
installation,
backfilling)/ Bank
Stabilization
Climax
Creek
Perennial
USACE &
DWR
12
40
S-A-180-1
(Sheet 03X-19)
P
Open Cut
Trenching (coffer
dam, dewatering,
excavation, pipe
installation,
backfilling)/ Bank
Stabilization
Big
Alamance
Creek
Perennial
USACE &
DWR
16
40
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact me at (919) 232-6637 or vickie.miller@hdrinc.com.
Respectfully,
HDR Engineering, Inc. of the Carolinas
Vickie Miller
Sr. Project Manager
Attachments: Revised Wetland and Stream Impact Sheets
cc: Jan Stewart - Engineering Manager, City of Greensboro
Brian Boyd — Project Manager, City of Greensboro
Matt Watt, PE - HDR
(°/
) S) ,
/// j
NC HWY 62
U nka31%
KEYMAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS6.1
W-C-180-1
CLEARING
0.00
0.01
Total
0.00
0.01
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS6.1
S-C-180-2
TEMPORARY
CROSSING,
BANK
STABILIZATION
29
0
SS6.2
-
S-C-180-2
TEMPORARY
CROSSING,
BANK
STABIILIZATION
33
0
Total
62
0
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-C-180-3
TEMPORARY
CROSSING,
BANK
STABILIZATION
25
0
Total
25
0
WS6 = /_%//� /iii////�///; yf /
tzair
y -' • v` -ti v�� tern it , NC HWY 62 T
4voz
'r5 g-
n
/////y
INTERMITTENT
STREAM /
S-C-180-2 / /
0
I
SCALE: 1" = 200'
400'
SS6.2
INTERMITTENT
AM
--S-C-180-2
N
Q Gam'
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
- - - - - - EXISTING INTERMITTENT STREAM
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
FM
FM
z _ _
)) yy\� i,ll 1 V\ \� v---�
-m t �
_nr t �� iiLt �� •y�--�! 1�
..77 —
�7 ^� i/Lj/t-�//; �1
ram— 1
II
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
r
o"
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROPOSED SOUTHEAST FEEDER MAIN AND
LIBERTY ROAD SEWER FORCE MAIN
JURISDICTIONAL IMPACTS
DATE
SHEET
05/31/2018
03X-06
N.C.B.E.L.S. License Number: F-0116
LEGEND
'A.
NC HWY 62
KEYMAP
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-C-181-6
TEMPORARY
CROSSING,
BANK
STABILIZATION
25
0
Total
25
0
l / ///// _ \a �l /ll�ll// �1� J/,/,/ / /
//� //i//� _ `� - ///// ill/
0
200'
400'
SCALE: 1" = 200'
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
— — — — — — EXISTING INTERMITTENT STREAM
Fll
for-4 1iII°
uV
'\-✓��
\\ \v/
\fir
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
/ ( 0
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROPOSED SOUTHEAST FEEDER MAIN AND
LIBERTY ROAD SEWER FORCE MAIN
JURISDICTIONAL IMPACTS
DATE
SHEET
05/31/2018
03X-11
N.C.B.E.L.S. License Number: F-0116
•
''' l% ' ': / �.
/�; % NC HWY 62
KEYMAP
TT//
//// //,
ill/ �J/1/i -.
/l
tY\
i
I I I 1
\ I I I
I 1
I I I
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-A-181-9
TEMPORARY
CROSSING,
BANK
STABILIZATION
25
0
0
S-A-181-8
NONE
0
0
0
S-B-190-1
NONE
0
0
Total
25
0
III
N/1''5
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
PERENNIAL
STREAM
S-B-190-1
/
�IJ
PERENNIAL
STREAM
S-A-181-9
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
— — — — — — EXISTING INTERMITTENT STREAM
FM
\`\\\\ \ ` \\ ` 1 `� � �� � ✓ �j /�1/// j
1 \\��\ \\\\\\\ \\\����'� /��
\`\\ \)
\\\\\\(
PERENNIAL
STREAM
S-A-181-8
200'
400'
SCALE: 1" = 200'
N
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
/ I (1 (I ( l
II/l1)/1/)/l/ I
/ // / ///l /
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROPOSED SOUTHEAST FEEDER MAIN AND
LIBERTY ROAD SEWER FORCE MAIN
JURISDICTIONAL IMPACTS
DATE
SHEET
05/31/2018
03X-14
N.C.B.E.L.S. License Number: F-0116
Wetland Impacts
124,
/�� %• • NC HWY 62
KEYMAP
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
\_\ I/y ��\�\\ �11°�\ N R NT 1 \\ �I
tta• "IC_ NI Ihp,,..°N1 1 E 11 ' "b...'
--, 74 1l'1 ,ir .. 's._. — n.Irig —.,
` \ \ 1► ',0 1
\\\�\\\\'1FiI\���� ��T �,c�1i�_ gr'i
\ 1
1
1
\
I I
L1BERiY RD
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS16.1
W-B-181-5
CLEARING
0.04
0.04
Total
0.04
0.04
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-A-181-4
TEMPORARY
CROSSING,
BANK
STABILIZATION
40
0
Total
40
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-A-181-6
NONE
0
0
0
S-A-181-3
NONE
0
0
Total
0
0
(SR 3491
(
0
200'
> AM
_______.i-. -_mot r. vre-,..-..—., .-..-
t g WS 1 6. 1 .,96+ -,--
r.�_v
111
W-B-181-8
1 , 1
1 ; 11 e
\ \
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
— — — — — — EXISTING INTERMITTENT STREAM
SCALE: 1" = 200'
400' N
1*
INTERMITTENT
STREAM
S-A-1q1-6
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
At
i >>n Frr
/i./
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROPOSED SOUTHEAST FEEDER MAIN AND
LIBERTY ROAD SEWER FORCE MAIN
JURISDICTIONAL IMPACTS
DATE
SHEET
05/31/2018
03X-16
N.C.B.E.L.S. License Number: F-0116
Perennial Stream Impacts
LEGEND
FOR CONTINUATION
'A.
Sj%%'ail:. U ,kMM
NC HWY 62
KEYMAP
ji //)//) /Ylf_v_(10,,/ /
w
cn
w w
O
\\\\I(//
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-A-180-1
TEMPORARY
CROSSING,
BANK
STABILIZATION
40
0
Total
40
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-B-180-3
NONE
0
0
Total
0
0
///)1l111)\\\\11 I
LIBERTY RD
(SR 3549) . ,
0
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
co
1 y
1-1
z
m
l(($/11V(MIV (
200'
gas
400' N
SCALE: 1" = 200'
HEI
net
sR
L' 2
INTERMITTENT
STREAM
S—B-180-3
FM
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
w PROPOSED WATER MAIN
1
\\\
L�s—
V91('
i
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
— — — — — — EXISTING INTERMITTENT STREAM
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
FM
1/1z
O
IQ
I
►t" M O
O
co
IX
cn
W
w
cn
I
I=
Q
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROPOSED SOUTHEAST FEEDER MAIN AND
LIBERTY ROAD SEWER FORCE MAIN
JURISDICTIONAL IMPACTS
DATE
SHEET
05/31/2018
03X-19
N.C.B.E.L.S. License Number: F-0116