20190900 Ver 3_Modification Request_20220705

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID# *
20190900
Version* 3
Is this project a public transportation project?*
Yes
No
Reviewer List: * Sue Homewood:eads\slhomewood
Select Reviewing Office: *
Winston-Salem Regional Office - [phone]
Does this project require a request for payment to be sent?*
Yes
No
How much is owed?* $240.00
$570.00

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
6/6/2022
Project Contact Information
Name: Jackson Garvey
Who is submitting the information?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20190900 3
20170001 (no dashes) 1
Project Name: City of Greensboro Proposed Southeast Feeder Main and Liberty Road Sewer
Force Main
Is this a public transportation project?
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
County (ies)
Guilford
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
Greensboro Loop Modification
6.71MB
Request_6_17_2022_Combined. pdf
Permit_Mod_6_17_2022_Other_Features_Pics.pdf 1.59MB
Only pdf or kmz files are accepted.

Describe the attachments or
comments:
Please find attached the permit modification request for the City of Greensboro Proposed Southeast Feeder
Main and Liberty Road Sewer Force Main. The modification is a response to Notice of Violation (NOV-2022-
PC-0142) received on April 26, 2022. Corrections for these issues resulted in the additional impacts discussed
in the mod letter. Some areas noted in the NOV are not discussed in the mod letter due to no increase in
impacts. They are discussed below.
W-B-181-2: Rip rap installed for blow off was determined to be outside of wetland boundary. Confirmed by
GPS. A picture of this wetland has been attached.
S-A-181-3: The portion of stream impacted was incorrectly left on the jurisdictional map. The channel on the
west side of Liberty Rd is a grass swale/ditch. Pictures have been attached to illustrate this.
S-A-181-4: Corrections were made with no additional impacts.
S-B-181-1: Sediment in the stream is due to a leaking water pipe joint. The contractor will return to this area to
correct the problem.
S-A-180-2: Corrections were made with no additional impacts.
Also covered in this mod are changes requested in the design along NC 62. These changes are a result of
having to avoid a newly installed utility line and other obstacles.
Sign and Submit
.........................................................................................................................................................................................................................................................................................................................................
By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
cFa
Submittal Date: Is filled in automatically.

F�2
June 17, 2022
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. 13 and 58 (SAW-
20019-01356) / General Water Quality Certification Nos. 4245 and 4276
(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 58 and 13 and Section 401 Water Quality Certification
Numbers 4245 and 4276 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 was one previous modification to these permits issued in September 2021.
This project is nearing completion of construction.
Explanation of Permit Impact Site Modifications Being Requested
This modification request is due to increased impacts created when the contractor had to
open cut stream channels rather than horizontally drill across the streams due to the
hardness of the rock encountered. The change in construction method was described in
the previous modification. During construction the contractor determined additional bank
stabilization was needed at S-A-180-1 and S-B-130-3.
555 Fayetteville Street Suite 900 Raleigh, NC 27601-3034
[phone]

June 16, 2022
Page 2
S-A-180-1 (Big Alamance Creek) had permanent impacts increased 22 linear feet due to
additional bank stabilization required. A tributary of Big Alamance Creek, S-B-180-3,
confluences within this additional stabilized area. This resulted in 26 linear feet of
permanent impact to S-B-180-3. These impacts occur on plan sheet 03X-19.
An additional design change is being requested along NC 62. Installation of a new utility
line (fiber) along with landowner installation of a new driveway and landscaping prevents
the previous alignment on the north side of the road from being feasible. Switching to the
south side of the road creates permanent and temporary impacts to W-C-181-1 (WS8.3),
W-C-181-2 (WS8.4), and P-A-181-3 (PS8.5). Site WS8.2 within the previous alignment is
no longer impacted due to this design change.
The modification results in 48 linear feet of additional permanent impact to streams due to
bank stabilization, 0.02 acres of additional wetland impacts due to fill, 0.02 acres of
additional open water impact due to fill, and a reduction of 0.01 acres of temporary
wetland impact. Permanent stream crossings are not required at these locations due to
access being available along NC Highway 62 and Liberty Road.
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-A-180-1
(Sheet 03X-19)
P
Open Cut
Trenching (coffer
dam, deatering,
excavation,wpipe
installation,
backfilling)/ Bank
Stabilization
Big
Alamance
Creek
Perennial
USACE &
DWR
16
62
S-B-180-3
(Sheet P3X 19)
Bank Stabilization
UT to Big
Alamance
Intermittent
USACE &
DWR
2.5
26

June 16, 2022
Page 3
Wetland/Pond
Impact Number
Type of Impact
Wetland/Pond
Name
Permanent (acre)
Temporary (acre)
WS8.2
(Sheet 03X-08)
Impact Eliminated
W-D-181-1
0.00
0.00
WS8.3
(Sheet 03X-08)
Clearing
W-C-181-1
0.01
0.00
WS8.4
(Sheet 03X-08)
Clearing
W-C-181-2
0.01
0.00
PS8.5
(Sheet 03X-08)
Clearing
P-A-181-3
0.02
0.00
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact me at [phone] [e-mail].
Respectfully,
HDR Engineering, Inc. of the Carolinas
Jackson Garvey
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 - H D R

03X-06 03X-07
03X-08 03X-09
03X-10 03X-11
03X-12 03X-13
NC W�
62
0
5, 000'
10,000'
SCALE: 1" = 5,000'
03X-20
03X19
03X-18
%03NIVX17
03X-14 03X-15
03X-16
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-00
N.C.B.E.L.S. License Number: F-0116

Wetland Impacts
Impact
Number
Sheet
Number
Wetland
ID
Lat.
(decimal
degrees)
Long.
(decimal
degrees)
Type of
Impact
Type of
Wetland
(Cowardin)
Area of
Permanent
Impact (acres)
Area of
Temporary
Impact
(acres)
WS6.1
6
W-C-180-1
35.920404
-79.802879
CLEARING
PEM
0.00
0.01
WS8.1
8
W-C-180-2
35.918013
-79.781425
CLEARING
PEM
0.00
0.01
WS8.2
8
W-D-181-1
35.917793
-79.777446
NONE
PFO
0.00
0.00
WS8.3
8
W-C-181-1
35.917541
-79.776958
CLEARING
PEM
0.01
0.00
WS8.4
8
W-C-181-2
35.917499
-79.776175
CLEARING
PSS
0.01
0.00
0
8
W-D-181-2
35.917442
-79.773543
NONE
PSS
0.00
0.00
PS8.5
8
P-A-181-3
35.917525
-79.776394
CLEARING
Open Water/Pond
0.02
0.00
WS12.1
12
W-C-182-1
35.913574
-79.738270
CLEARING
PEM/PSS
0.00
0.02
0
12
W-A-182-1
35.913791
-79.738301
NONE
PFO/PEM
0.00
0.00
0
12
W-D-182-1
35.912686
-79.730837
NONE
PFO
0.00
0.00
0
15
W-B-190-1
35.913483
-79.689968
NONE
PFO
0.00
0.00
WS15.1
15
W-A-181-3
35.913251
-79.689828
CLEARING
PEM
0.00
0.01
WS16.1
16
W-B-181-5
35.931007
-79.675826
CLEARING
PFO
0.04
0.04
WS17.1
17
W-B-181-2
35.943931
-79.680043
CLEARING
PFO
0.00
0.01
WS17.2
17
W-B-180-1
35.945854
-79.681158
CLEARING
PSS
0.00
0.06
0
17
W-A-181-1
35.944035
-79.679691
NONE
PFO/PSS
0.00
0.00
0
18
W-A-180-3
35.953595
-79.688709
NONE
PFO
0.00
0.00
0
18
W-B-181-1
35.952439
-79.687505
NONE
PFO/PSS
0.00
0.00
0
20
W-A-180-1
35.966862
-79.698641
NONE
PEM
0.00
0.00
0
20
W-A-180-2
35.966345
-79.697721
NONE
PEM
0.00
0.00
Total
0.08
0.16
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-01
N.C.B.E.L.S. License Number: F-0116

Stream Impacts
Impact
Number
Sheet
Number
Stream ID
Lat.
(decimal
degrees)
Long.
(decimal
degrees)
Type of Impact
Perennial
(P) or
Intermittent
(I)
Average
Stream
Width
(feet)
Permanent
Impact
Length
(linear feet)
Temporary
Impact
Length
(linear feet)
Impact Area
(square feet)
SS5.1
5
S3-BNF
35.924927
-79.827382
TEMPORARY CROSSING,
BANK STABILIZATION
I
6
22
132
SS5.2
5
SB-2
35.923720
-79.824087
TEMPORARY CROSSING,
PERMANENT CROSSING
P
8
10
25
280
0
5
S-C-180-1
35.922488
-79.827359
NONE
I
12
0
0
0
SS6.1
6
S-C-180-2
35.919669
-79.798393
TEMPORARY CROSSING,
BANK STABILIZATION
I
8
29
0
232
SS6.2
6
S-C-180-2
35.919535
-79.797672
TEMPORARY CROSSING,
BANK STABIILIZATION
I
10
33
0
330
SS6.3
6
S-C-180-3
35.919465
-79.796278
TEMPORARY CROSSING,
BANK STABIILIZATION
P
32
25
0
800
SS7.1
7
S-C-180-4
35.918625
-79.787849
TEMPORARY CROSSING,
BANK STABILIZATION
P
8
40
0
320
SS8.1
8
S-C-181-2
35.917186
-79.773397
TEMPORARY CROSSING,
BANK STABILIZATION
P
10
32
0
320
SS9.1
9
S2-BNF
35.916918
-79.771183
TEMPORARY CROSSING,
BANK STABILIZATION
I
6
25
0
150
0
9
S-C-181-2
35.916409
-79.767131
NONE
I
6
0
0
0
0
9
S-D-181-3
35.916707
-79.767055
NONE
I
6
0
0
0
0
10
S-D-181-4
35.915121
-79.760345
NONE
I
11
0
0
0
0
10
S-C-181-3
35.914945
-79.760406
NONE
I
11
0
0
0
0
10
S-C-181-4
35.914626
-79.757771
NONE
P
14
0
0
0
SS11.1
11
S-C-181-6
35.914717
-79.749107
TEMPORARY CROSSING,
BANK STABILIZATION
P
7
25
0
175
SS12.1
12
S-D-182-6
35.913573
-79.738196
TEMPORARY CROSSING,
BANK STABILIZATION
P
4
14
0
56
SS12.2
12
S-A-182-4
35.912789
-79.730814
TEMPORARY CROSSING,
BANK STABILIZATION
I
3
16
0
48
SS13.1
13
S1-BNF
35.912648
-79.728323
TEMPORARY CROSSING,
BANK STABILIZATION
I
6
29
0
174
0
13
S-A-182-2
35.912742
-79.718908
NONE
I
6
0
0
0
SS14.1
14
S-A-181-9
35.913056
-79.701679
TEMPORARY CROSSING,
BANK STABILIZATION
P
7
25
0
175
0
14
S-A-181-8
35.913026
-79.701612
NONE
I
3.5
0
0
0
0
14
S-B-190-1
35.913280
-79.701675
NONE
P
7
0
0
0
SS15.1
15
S-A-181-7
35.913258
-79.689815
TEMP INLET PROTECTION
I
3
0
3
9
SS16.1
16
S-A-181-4
35.931438
-79.675943
TEMPORARY CROSSING,
BANK STABILIZATION
P
12
40
0
480
0
16
S-A-181-6
35.931085
-79.675565
NONE
I
3
0
0
0
0
16
S-A-181-3
35.935000
-79.676084
NONE
I
3
0
0
0
SS17.1
17
S-B-181-1
35.943869
-79.679982
TEMPORARY CROSSING,
BANK STABILIZATION
I
4
26
0
104
SS18.1
18
S-A-180-2
35.952599
-79.687974
TEMPORARY CROSSING,
BANK STABILIZATION
P
10
37
0
370
SS19.1
19
S-B-180-3
35.959380
-79.692211
TEMPORARY CROSSING,
BANK STABILIZATION
I
2.5
26
0
65
SS19.2
19
S-A-180-1
35.959316
-79.692152
TEMPORARY CROSSING,
BANK STABILIZATION
P
16
62
0
992
0
20
S-B-180-1
35.966390
-79.698612
NONE
P
4.5
0
0
0
SS20.1
20
S-B-180-2
35.966096
-79.697923
TEMPORARY CROSSING,
BANK STABILIZATION
I
3
24
0
72
Total
540
28
5,284
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-02
N.C.B.E.L.S. License Number: F-0116

N
5
O
STREAM
FLOW
NATURAL
c— GROUND
TOP OF BANK
EX. INV.
CREEK
CROSSING
PIPE
20 ' PERM.
EASMENT (MIN.)
10'
PLAN
DRAINAGE DITCH
OR SMALL STREAM
TOP OF BANk
RIP -RAP
TYPICAL
SYNTHETIC FILTER
FABRIC
RIP RAP SHALL NOT
EXTEND ABOVE NORMAL
HIGH WATER MARK
SYNTHETIC FILTER
FABRIC (AS PER
NCDOT SPEC 01055.
TYPE-2)
CROSSING PIPE
18" CLASS I
RIP -RAP
SECTION A -A
NOTES:
1) PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
2) CLASS I RIP -RAP TO BE LAID MIN. 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
(AS DIRECTED BY ENGINEER).
3) CLASS II RIP -RAP USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER) .
4) AS PROJECT IS STABIL 12E0 PLACE SYNTHETIC FILTER FABRIC & SPREAD ALL EXISTING
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED.
5) ANY REQUIRED ARMORING ABOVE NORMAL HIGH WA TER MARK SHALL CONSIST OF
MATTING OR APPROVED VEGETATIVE COVER.
CITY OF GREENSBORO
STANDARD PERMANENT CREEK STABILIZATION
WITH MAINTENANCE CROSSING
STD. NO.
REV.
214
01-91 05-05
03-97
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-03
N.C.B.E.L.S. License Number: F-0116

PUMP
I
FP
PROPOSED
EARTH BERM
(TYP.)
NOTES:
-10
04.
TEMP. CONSTRUCTION
10 '
'"CLASS "
STREAM CROSSING 1
"I" MIN.
1) EROSION STONE TO BE I RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON
LL
CLASS
10'X10'
LL
CONSTRUCTION PLAN.
._
FLOW -� RIP RAP
'
SEDIMENT TRAP
-
N. , /
V 2.- 1 SIDE st +7PF
OR SILT BAG.
U
;
2) PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION
PLAN,
«liftt
3
12 '
MIN.
5 '
1111011111s,
v
/ /
{ �:y,.
3) TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG #214 UPON PROJECT
CONSTRUCTION COMPLETION IF CALLED FOR ON THE CONSTRUCTION PLANS.
o_
ti
%i°.irofa•l9 • ••
.r�r
f
e�p�• s•rr8lp .,
4) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
•p•
eov�
p*:��
o�a a'M��•
/� *.i•`1O
p..tttola
g 9°r° p+voile
,,
s
•al.�"Y.1a
•LO
ee�
.�°�,,e*sa'f
°•�K,°•6�,
f:9 4 6
a,
A
SHOWN ON THE CONSTRUCTION PLANS.
5) WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD GDNDITIONS.
ANY DISTURBANCEISI EXCEEDING AO ' MAY REQUIRE ADDITIONAL WA TEA QUALITY PERMITTIN
OR MITIGATION.
STREAM
,`{} °�•�99
r i.
*A4b ile-
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
FLOW •
MIA. {�ra
IIM° weifikPuke
I
s.'ar.ppaw
•4,i°ea a°'• ° °a
.� aT
r
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
p/ +9.
�u�i rW:�'
Owe �O..
p° • ° 0+e106
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
TEMP.
5
"glt e:>: ;,;.::.a
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
24" TO
42" CMP
CLASS "I'
RIP RAP
CROSSING
�J
PIPE
MIN.L
2'
EROSION
STONE
CLASS "A"
CONTROL
WEIR
1- _ {
} — `
/ \
/
10• x 10'
DEWATERING BASIN
3 2' 1 SIDE SLOPE
2) INSTALL UPSTREAM DAM" FILTER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A" WHILE WORKING IN THE STREAM.
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET "8" WHEN NOT WORKING WITHIN
THE STREAM.
'
10 -
OR SIC T BAG.
3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
PROPOSED
EARTH BERM
20
MIN.
1
BACK FLOW INTO CONSTRUCTION AREA.
(TYP.I
50' CONSTRUCTION EASEMENT
(SEE NOTE 5)
PROPOSED
EARTH BERM PLAN
(TYP.)
4) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL DEWA TERING BASIN OR SILT BAG AT TOP OF BANK. DEWA TER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
POLYETHYLENE FABRIC
ON FACE (B ML. THICK)
TO M N_ TOP OF FROM
~ PUMP
6J INSTALL THE 10 X 90 ' SEDIMENT TRAP OR SILT BAG.
7) UPON CONSTRUCTION COMPLETION. REMOVE TEMPORARY DAMS, FILTER FABRIC. AND
TOP
\Exchangal5tannartls\XDRk!N FILES\UPDATES SEAT 2445\CO%2$3.Drq
PUMP
S1:04
BANK
TEMPORARY CMP. OEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL OF
RIP RAP IS LEVEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD *214 IF CALLED
FOR IN THE CONSTRUCTION PLANS.
., . _ py�
STREAM "•
�_
FLOW 11
TEMP.
24" TO
8) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, AND DEWATERING BASIN.
A 1 -
42" CMP •aA� NT)ilo
I °;
trey
v
b¢as°°`
EX. INV.."'
CREEK
/ N
/
1
I
�yy
18"' 9r.s parer* Y°i
MIN. .test eet e0
' TEMPORARY
STONE DAM
POL YETHYLENE FABRIC
ON FACE (8 ML . THICK)
CROSSING
PIPE
B
A INSTALL SANDBAGS IN PIPE INVERT 6 FABRIC WHILE PUMPING
_ — AROUND DURING CONSTRUCTION IN STREAM.
POLYETHYLENE FABRIC
ON FACE 18 ML. THICK) B REMOVE SANDBAGS & FABRIC TO ALLOW FLOW THROUGH
— PIPE WHEN NOT PUMPING AROUND.
SECTION A —A
C I T Y OF GREEIVSBORO
CITY OF GREENSBORO
STANDARD TEMPORARY CREEK
STD. NO.
REV.
STANDARD TEMPORARY CREEK
STD. NO.
REV.
CROSSING DURING CONSTRUCTION
213
01-91 06-05
03-97 09-05
03-05
CROSSING DURING CONSTRUCTION
213
01-91 06-05
03-97 09-05
03-05
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-04
N.C.B.E.L.S. License Number: F-0116

\\‘
•
o
d
o�
N
\\
��\\\\k2
(�l
L \ \\\
s � �5/<`\ \- \
INTERMITTENT
STREAM
S3-BNF
PERENNIAL
STREAM
S-C-180-1
-- i / / / ctnvx /
„.„„gifjpr\ (..,-;•\((//,,
1001
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS5.2
SB-2
TEMPORARY
CROSSING,
PERMANENT
CROSSING
10
25
0
S-C-180-1
NONE
0
0
Total
10
25
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS5.1
S3-BNF
TEMPORARY
CROSSING,
BANK
STABILIZATION
22
0
Total
22
0
SCALE: 1" = 200'
PERENNIAL
STREAM
SB-2
SS5.2
(,
LEGEND
w
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
\ ��\\`\\\\\"`
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
4.1
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-05
N.C.B.E.L.S. License Number: F-0116

Wetland Impacts
KEYMAP
I
I
i
I
I
I
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)
SS6.3
S-C-180-3
TEMPORARY
CROSSING,
BANK
STABIILIZATION
25
0
Total
0
0
///// // / / /
"77%/ /i///`� /// / /
// a 4i// //// y
/
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)
M
\
q \\� / l 1 `� Illy V)1\ 11
SS6.1,r�:7.!_i_______,("(7j/1
�,1 lii\\ \\�_.-
INTERMITTENT
STREAM
S-C-180-2
0
200'
400'
SCALE: 1" = 200'
-)INTERMITTENT
STREAM
S-C-180-2
SS6.3
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
-93
°
//-
/////
///,
fr
z
0
1—
Q
z
1-
z
0
0
0
r-
O
M
O
1-
w
W
W
w
w
z_
J
U
1-
2
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

Perennial Stream Impacts
z
0
1=I
z
z
0
0
0
I
u-
8
0
MI
O
1-
W
W
W
W
w
z
J
0
1-
2
•
'A.
NC HWY 62
KEYMAP
•
gas
— ` /
)'\"IIINli-'l11�1\11l11\ \ .�
1�I"LJ0///////i'in11 II�11111\111� I
� l/I
I t'I
I
I I I I
I I 1
I
I 1
I I
--
I
zy
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS7.1
S-C-180-4
TEMPORARY
CROSSING,
BANK
STAB! LIZATI ON
40
0
Total
40
0
PSRENNIA
STREA
S-C- se-4
200' \\
400'
SCALE: 1" = 200'
N
5
I I
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
i///// // /�/ i i i /
i
i
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
Z-//
— \\.\ \ %VI
11111`IIj
z
0
IQ
I1-
z
0
0
0
u-
co
Ic
0
co
/...,..,,,,N)
W
co
I
/ z
I
U
i—
Q
2
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-07
N.C.B.E.L.S. License Number: F-0116

Wetland Impacts
z
0
QI
z
1—
z
0
0
0
u-
rI
0
M1
O
1—
w
w
w
w
z
J
2
•
EetWale
����F6,�„ NCHWY62
KEYMAP
II
'
x
N
1 / /
WS8.1 )
--
WETLAND
W-C-180-2 ti"
FaLrFp�—FOC —ter
1
0
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS8.1
W-C-180-2
CLEARING
0.00
0.01
WS8.2
W-D-181-1
NONE
0.00
0.00
WS8.3
W-C-181-1
Fill
0.01
0.00
WS8.4
W-C-181-2
Fill
0.01
0.00
0
W-D-181-2
NONE
0.00
0.00
PS8.5
P-A-181-3
Fill
0.02
0.00
Total
0.02
0.01
Pond Total
0.02
0.00
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS8.1
S-C-181-2
TEMPORARY
CROSSING,
gANK
STABILIZATION
32
0
Total
32
0
WS8.2
IMPACT
ELIMINATED
WETLAND
W-D-181-1
200'
WS8.3
400'
SCALE: 1" = 200'
WETLA
W-C-181-1
_
QyF
WS8.4
WS8.5
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
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
WWDT181LAD2 I!•. \
\1 I f
II'1(SS8.1-/JL \\\\III
{I�\\\1 \ \ \\ \\\I\\\\
PERENNIAL
STREAM
S-C-181-2
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-08
N.C.B.E.L.S. License Number: F-0116

Intermittent Stream Impacts
LEGEND
z
0
1=I
z
1=
z
0
U
0
I
u-
E
0
MI
O
1—
W
W
W
W
z
J
2
0
1—
Q
2
.//%l% 7i•e4 VA NC HWY 62
//// j///� //// / / /
%//////My / ( l t
/////7 I
-
\ \ <
--_9 -�
III\\\\\�- %/-
\ \\\\\ ; _ % - '/
KEYMAP
INTERMITTENT
STREAM
S2-BNF
SS9.1
i1
i\\, ,
ink
, I1
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS9.1
S2-BNF
TEMPORARY
CROSSING,
BANK
STAB I LI ZA11 ON
25
0
0
S-C-181-2
NONE
0
0
0
S-D-181-3
NONE
0
0
Total
25
0
INTERMITTENT
STREAM
) I `N.S-D-181-3
\�' \• �✓�//i/////7/ ,
NCHWY62'• '
///� // /mar
0
INTERMITTENT
STREAM
S-C-181-2
) I I I I lI�J1/�/i /
)
1l1i1{Illh6((I (/\\) \
200' N 40 '
SCALE: 1" = 200' N
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)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
z
0
IQ
D
II
Z
0
0
Ct
0
u-
0
M
0
I—
W
W
CO
W
W
CO
Iz
` I
1.((1(
1 U
(1i 1-
Q
2
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-09
N.C.B.E.L.S. License Number: F-0116

Perennial Stream Impacts
LEGEND
MATCHLINE - SEE SHEET 03X-08 FOR CONTINUATION
l l I l lJ i ti,
// //f J ((,/ /- --_-�
•
0/
NC HWY 62
KEYMAP
INTERMITTENT
STREAM
S—D-181-4
1
�/.
S—C-1 —3
`\)
0
_sue 1 w
_ q
0
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-C-181-4
NONE
0
0
Total
0
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-D-181-4
NONE
0
0
0
S-C-181-3
NONE
0
0
Total
0
0
JACK AND
BORE
°J��llrl�
PERENNIAL11
S RI�III
STREAM �\� '
S—C-181-4
200'
°//7
rc(�//`/
N
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
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
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
PROPOSED SOUTHEAST FEEDER MAIN AND
LIBERTY ROAD SEWER FORCE MAIN
JURISDICTIONAL IMPACTS
DATE
SHEET
05/31/2018
03X-10
Q
2
N.C.B.E.L.S. License Number: F-0116

LEGEND
•
NC HWY 62
KEYMAP
In
�✓ri'////
//(
yL-T/-
—�j`��� �-- 111 J��)111( V
•
SS11.1
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS11.1
S-C-181-6
TEMPORARY
CROSSING,
BANK
STABILIZATION
25
0
Total
25
0
N�
i.ais
//// l i
of / ////7 % ✓1 /Il��l//
( (// //////-
200'
400'
SCALE: 1" = 200'
o
0 0
EXISTING WETLAND
EXISTING POND
• — EXISTING PERENNIAL STREAM
— — — — — — EXISTING INTERMITTENT STREAM
M
M
\ \\\\\`�
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
////(_
�J�i I1/ -_
-�///.
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

Wetland Impacts
z
0
QI
z
I-
z
0
0
0
u_
I
•
/.,.i"il %!/%�' ov NC HWY 62
KEYMAP
j 1 WETLAND /��` \ I n
\
W—D-182— ` n\\ `szs..
WS12.1
SS12.1
WETLAND
W—C-182-1
•
PERENNIAL
STREAM
S—D-182 6
\�\
\IA \ \1
0
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS12.1
W-C-182-1
CLEARING
0.00
0.02
0
W-A-182-1
NONE
0.00
0.00
0
W-D-182-1
NONE
0.00
0.00
Total
0.00
0.02
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS12.1
S-D-182-6
TEMPORARY
CROSSING,
BANK
STABILIZATION
14
0
Total
14
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS12.2
S-A-182-4
TEMPORARY
CROSSING,
BANK
STABILIZATION
16
0
Total
16
0
200'
yteu
400'
SCALE: 1" = 200'
4/ /// /(-1
r1�� III0411\ �\
11 1101 P 1 1 b
LEGEND
EXISTING WETLAND
EXISTING POND
• — EXISTING PERENNIAL STREAM
— — — — — — EXISTING INTERMITTENT STREAM
FM FM
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
ll\1��1\t�� I(�` �\\\I ')/I 1(1�"
1<<J1I`\� \ \I\I�\ l /II\ 1 I 1 1\
\\ ���\ \ ��
WET -
W—A-
INTERMITTENT
STREAM
S—A-182-4
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-12
N.C.B.E.L.S. License Number: F-0116

INTERMITTENT
STREAM
Si-BNF
y' `"�^'�G NC HWY 62
/It'4 ' gig.
SS13.1
KEYMAP
1
( r p�+ ��/i_
— 7
/
° I
/ . i (ti /.. _ -- -
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS13.1
S1-BNF
TEMPORARY
CROSSING,
BANK
STABILIZATION
29
0
0
S-A-182-2
NONE
0
0
Total
29
0
t 71
/
mem
E.
i
0
200'
°/°;
1 r 1
``
\\�.
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)
Or -
FM FM
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
4/010014,
\\L ^ \\ It \\ \�� ���°�`�� ok�
\\ \\\�\\
ikimp
y' v1
ie.' kg
- I l� T.d,� / / / I
N
400'
SCALE: 1" = 200'
1
I I
( / )III
J
INTERMITTENT
STREAM
S-A-182-2
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-13
N.C.B.E.L.S. License Number: F-0116

L
'A.
Mi�.
:,W ..iil %'.i ?q i NC HWY 62
SOF
KEYMAP
77// —0-0
//// / /
ill/ �J/I/Ni
i
11
%/ i%� �ti� / / 111► 1111
I I I
Ii
SS14.1
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS14.1
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
/=
PERENNIAL
STREAM
S—A-1B1-9
0
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
PERENNIAL
STREAM
S—B-190-1
�. \\\ \I 7)
\ \\ ( \8
\ PERENNIAL
STREAM
S—A-181-8
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
1 \\*\
•
200'
SCALE: 1" = 200'
N
400' 4$
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
5/)/)+//I/I ll
/ // / J//l /
=1�s'
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-14
N.C.B.E.L.S. License Number: F-0116

Wetland Impacts
LEGEND
•
i//s....iil k ?q i NC HWY 62
KEYMAP
\o to
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
0
W-B-190-1
NONE
0.00
0.00
WS15.1
W-A-181-3
CLEARING
0.00
0.01
Total
0.00
0.00
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS15.1
S-A-181-7
TEMP INLET
PROTECTION
0
3
Total
0
3
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
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
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
WATER
ER MAIN
y` \\1 �
21.
W•-4\\ c>0 �\\\\\\WETLAND
/ \
O 1 1 W
�e-.ma�� NCHWY62 w w w e�=ram-- j ��__� /
WETLAND w ( r
f E3 \ W-A-181-3 INTERMITTENT N. I ( // / e i �Fr
4 f ��� STREAM b� \ 1—rrj
i a
S-A-181-7 a I� ` 1
L
SS15.1WS151 Q
0
200'
400'
SCALE: 1" = 200'
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-15
N.C.B.E.L.S. License Number: F-0116

Wetland Impacts
IY
NC HWY 62
KEYMAP
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
-.-o o
- INTERMITTENT
N\I G STREAM
rr r
!. FS B F696-J
FM FM
NN
W � �\\�\\\\\\\ IC\�\ \ .1..\11 / - J- 9.1 ri(
I 1 I
1
I'j
i
i
I
I
1
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)
SS16.1
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
FM
_\ 1,..,7 --__,--:-.-
r - i.1
;I e
0
200'
400'
SCALE: 1" = 200'
0
o
p\
��
� 1� PERENNIAL �:�.
STREAM
`1, —/ r S-A-1B1-4 \\
1' -
FM FM
&i.
il\4i l \\\
SS16.1
WS16.1
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)
i
FM FM
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
A
INTERMITTENT
STREAM
S-A-181-6
•� %err/ I)
%/ 1 J//(1 1r
FM FM FM
wWBT181�5!� ./ Alb +\ \ \tea 17:2
I 1
1\
tj
1 a
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-16
N.C.B.E.L.S. License Number: F-0116

Wetland Impacts
LEGEND
%1
ZI
0
z
1—
z
0
UI
I O
u_
co
X
c)
0
1-
w
w
(I)I
WI
w
w
z
J
0
<•
////V
I
I'
°'%"ice.•.
�/...ii/ % i 7i� i NC HWY 62
KEYMAP
/// //j
//) I OAP
4% - —
�� • ��° (
\�l\►I
��1\%rl fir`
J
\\\
.2
0
I mpact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
I mpact Area
(AC)
WS17.1
W-B-181-2
CLEARING
0.00
0.01
WS17.2
W-B-180-1
CLEARING
0.00
0.06
0
W-A-181-1
NONE
0.00
0.00
Total
0.00
0.07
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS17.1
S-B-181-1
TEMPORARY
CROSSING,
BANK
STABILIZATION
26
0
Total
26
0
200'
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
o
WS17.2 k� —
/ /
WETLAND ,/, / //// / /
W-B-180-1
400'
SCALE: 1" = 200'
N�
FM
•
FM�FM
FM-
( W- FMB
w
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)
FAA FM
riNI
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
/ WETLAND r—
// W-A-1B1-1
fI / fit( /��//, _ ///-B-1B1-
W-B-181-2
INTERMITTENT
STREAM
S-B-181-1
-2j
SS17.1,%//�%�� ��(
WS17.1
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-17
N.C.B.E.L.S. License Number: F-0116

Wetland Impacts
LEGEND
z
0
DI
z
1-
z
0
U
0
rnl
MI
CD
1-
W
W
2
U
W
W
�I
zl� r
J�FM
U �FM�
Q —`... u l
042
-o
4.7
'����� ,
..//s.,, 31- %� NC HWY 62
KEYMAP
1R{
N
‘ \
44
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
0
W-A-180-3
NONE
0.00
0.00
0
W-B-181-1
NONE
0.00
0.00
Total
0.00
0.00
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS18.1
S-A-180-2
TEMPORARY
CROSSING,
BANK
STABILIZATION
37
0
Total
37
0
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
`I1 k II( ( . , -_
� � J
LIBERTY RD %
-�M
WETLAND
W-B-181-1
0
-FM
SS18.1-
r
PERENNIAL
STREAM
S-A-180-2
WETLAND_
W-A-180-3"
200'
400'
SCALE: 1" = 200'
w
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
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
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-18
N.C.B.E.L.S. License Number: F-0116

Perennial Stream Impacts
LEGEND
ZI
0
QI
z
1-
z
0
0
0
�I
N
MI
0
H
40
�o
EetW:I ,NC HWY 62
KEYMAP
n// ),//1,1/.),1 lit /
..%W.11141N1111111ras. tom
rr
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS19.2
S-A-180-1
TEMPORARY
CROSSING,
BANK
STABILIZATION
62
0
Total
62
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS19.1
S-B-180-3
TEMPORARY
CROSSING,
BANK
STABILIZATION
26
0
Total
26
0
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
E
1111
e,l
LIBERTY
(SR 3549)
0
111'1
200'
114
400'
SCALE: 1" = 200'
\\�����,�� �yy (
INTERMITTENT
STREAM
S-B-180-3
SS19.1
SS19.2
EXISTING WETLAND
EXISTING POND
• — EXISTING PERENNIAL STREAM
FM
EXISTING INTERMITTENT STREAM
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
/
2
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

Wetland Impacts
%�� ////i;%i i NC HWY62
KEYMAP
cot
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Tem porary
Impact Area
(AC)
0
W-A-180-1
NONE
0.00
0.00
0
W-A-180-2
NONE
0.00
0.00
Total
0.00
0.00
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
0
S-B-180-1
NONE
0
0
Total
0
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS20.1
S-B-180-2
TEMPORARY
CROSSING,
BANK
STABILIZATION
24
0
Total
24
0
`� ` \
rms
(11 , PERENNIAL \
STREAM
S—B-180-1 INTERMITTENT '
STREAM ti�
S—B-180-2 04
IMPACTS ON THIS SHEET ARE WITHIN THE
HAW RIVER SUBASIN (CAPE FEAR 02)
WETLAND \ \
w—A-180-2
rr$ER
•�„„���'____l I\ 1
(SR 3549)
0
200'
400'
SCALE: 1" = 200'
(r11
x7,
LEGEND
w
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
'1'
co
co
O)cb
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
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-20
N.C.B.E.L.S. License Number: F-0116

S-A-181-3 Non -JD section

S-A-181-3 Non -JD section

W-B-181-2