20171559 Ver 3_More Info Received - Avoidance and Minimization Efforts_20220114

Homewood, Sue
From: Miller, Vickie M. (Raleigh) <[e-mail]>
Sent: Friday, January 14, 2022 1:13 PM
To: Williams, Andrew E CIV USARMY CESAW (USA); [e-mail]; Wendee Smith;
Homewood, Sue
Cc: McLendon, C S CIV USARMY CESAW (USA); Gibby, Jean B CIV USARMY CESAW (USA);
Wojoski, Paul A; Smith, Danny; Masemore, Sushma
Subject: [External] GRMS Additional Avoidance and Minimization Efforts Documentation
Attachments: GRMS_Add Avoidance and Minimization Cover Ltr_01142022.pdf
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Hi Andy and Sue,
You will see a link to OneDrive very soon that has the updated impact sheets based on further avoidance and
minimization efforts at the Greensboro Randolph Megasite. The link will also have the revised mitigation ratio tables in
both pdf and excel format and the attached cover letter.
Please let me know if you do not receive the link to the OneDrive files or if you have any issue with them.
Thank you,
Vickie
VicK.e Miller, AICP, Pws
D 919.232.6637 M 919.559.2632
hdrinc.com/follow-us
1

hdrinc.com
January 14, 2022
Andrew Williams
Regulatory Project Manager
US Army Corps of Engineers
Wilmington District, Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Sue Homewood
North Carolina Department of Environmental Quality
217 West Jones Street
Raleigh, NC 27603
Re: Greensboro Randolph Megasite — USACE Action ID No. SAW-2015-01268
Dear Mr. Williams and Ms. Homewood,
Please find included below additional information regarding the Greensboro -Randolph Megasite
Foundation's ("GRMF") permit application. The information provided below and in the attached files
include revisions to the jurisdictional impacts that were previously provided to the agencies for the
Greensboro Randolph Megasite. The narrative below explains the changes to the impact sheets and
the updated plan sheets replace the previous sheets provided on October 15, 2021. Please also find
attached the revised mitigation information which details the ratios as discussed previously. An
electronic version of the file will be provided for your use.
Avoidance and Minimization Areas
The southeast corner of the site has had a reduction in impacts.
o Facilities previously illustrated in that portion of the site have been removed.
o The railyard and rail spur were analyzed and reduced as much as possible,
bringing their southern limits northward.
o Streams S17, HDR S2, HDR S3, and HDR S5 are no longer impacted.
o Impacts to streams S30 and HDR S4 are reduced.
o The site grading has been evaluated along the southern boundary and minimizes
impacts as much as possible resulting in slight decreases to impacts for streams
S48, S45, and S1 on the south side.
o Relocation of the southeastern stormwater pond now avoids isolated features HDR
WD and PB.
o Adjustments to the grading boundary in the northeast corner avoids direct impacts
to W23 and a portion of S22. These are now been illustrated as indirect impacts.
New Access Road Impacts
An access road has been added to the plans to provide safe travel between the site grading
and the field offices. All existing access routes require use of public roads or crossing at -
grade railroad crossings. The access road is a 30-foot-wide gravel lane that crosses S47.
We have included permanent impacts for piping the stream under the road and temporary
impacts for installation of the pipe.
555 Fayetteville Street, Suite 900 Raleigh, NC 27601-3034
[phone]

Areas with Increases in Impacts
Small increases to impacts for direct impacts to stream S1 on the north side of the site
(associated decrease to S1 indirect impacts), S15, and S31 are due to finalizing the grading
boundary along the northern boundary of the site.
The Applicant looks forward to working with the USACE and DWR on completing the permitting
process and issuance of the 404 Individual Permit and 401 Water Quality Certification for the GRMS
project. Please call me at 919-232-6637 or email at [e-mail] if you need additional
information or clarification on any of the information provided.
Sincerely,
HDR Engineering Inc. of the Carolinas
Vi40 4�ldlav-
Vickie Miller, AICP, PWS
Senior Environmental Planner
cc: Jim Melvin, Greensboro Randolph Megasite Foundation
Sue Homewood, DWR
Wendee Smith, S2 Consulting

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LEGEND
EXISTING WETLAND
EXISTING POND
- EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT POND IMPACT
INDIRECT WETLAND IMPACT
INDIRECT POND IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
INDIRECT STREAM IMPACT
•
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1111111111111111111111R
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2000'
4000'
SCALE: 1" = 2000'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-01
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)
W5.1
5
W38
35.899726
-79.639533
Fill
PFO
0.03
0
W5.2
5
W40A
35.899484
-79.637939
Fill
PFO
0.04
0
W6.1
6
W5
35.900708
-79.631982
Fill
PFO
0.13
0
W6.2
6
W5
35.90116
-79.631542
Fill
PFO
0.17
0
W7.1
7
W22
35.899693
-79.621614
Fill
PFO
0.15
0
W8.1
8
W21
35.899757
-79.617328
Fill
PFO
0.24
0
W9.1
9
W40A
35.899385
-79.637886
Fill
PFO
0.02
0
W9.2
9
W4OB
35.89895
-79.637536
Fill
PFO
0.02
0
W9.3
9
W37
35.898692
-79.637031
Fill
PFO
0.14
0
W9.4
9
W43
35.898455
-79.638564
Fill
PFO
0.05
0
W9.5
9
W45
35.897286
-79.638822
Fill
PFO
0.01
0
W11.1
11
W6
35.895595
-79.628154
Fill
PFO
0.02
0
W11.2
11
W7
35.895927
-79.626777
Fill
PFO
0.06
0
W11.3
11
W8
35.896215
-79.626185
Fill
PFO
0.05
0
W11.4
11
W22
35.899311
-79.621553
Fill
PFO
0.16
0
W12.1
12
W22
35.899009
-79.620748
Fill
PFO
0.07
0
W12.2
12
W20
35.898556
-79.619025
Fill
PFO
0.10
0
W12.3
12
W21
35.899209
-79.618469
Fill
PFO
0.09
0
W12.4
12
W24
35.897575
-79.618322
Fill
PFO
0.22
0
W13.1
13
W18A
35.893583
-79.638916
Fill
PFO
0.13
0
W13.2
13
W19
35.893997
-79.63887
Fill
PFO
0.14
0
W13.3
13
WB
35.891922
-79.638696
Fill
PFO
0.06
0
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)
W14.1
14
W9
35.891063
-79.63342
Fill
PFO
0.34
0
W14.2
14
W12
35.892202
-79.631077
Fill
PFO
0.26
0
W15.1
15
W35
35.891018
-79.624455
Fill
PEM
0.25
0
W15.2
15
W25
35.893418
-79.622393
Fill
PFO
0.24
0
W16.1
16
W28
35.890797
-79.616121
Fill
PFO
0.05
0
W16.2
16
W31
35.892481
-79.615397
Fill
PFO
0.54
0
W16.3
16
HDR WG
35.890983
,-79.620098
Fill
, PEM
0.13
0
W16.4
16
HDR WH
35.892429
-79.619589
Fill
PFO
0.67
0
W17.1
17
W44
35.889785
-79.638849
Fill
PFO
0.03
0
W17.2
17
W3
35.888035
-79.636276
Fill
PFO
0.26
0
W18.1
18
W9
35.890581
-79.633293
Fill
PFO
0.06
0
W18.2
18
W10
35.889553
-79.63211
Fill
PFO
0.16
0
W18.3
18
W13
35.887305
-79.6319
Fill
PFO
0.14
0
W18.4
18
W3
35.888035
-79.636276
Fill
PFO
0.00
0
W19.1
19
W34
35.889395
-79.624701
Fill
PFO
0.24
0
W19.2
19
W14
35.888443
-79.625216
Fill
PFO
0.12
0
W19.3
19
HDR WF
35.888548
-79.621506
Fill
PFO
0.15
0
W20.1
20
W28
35.8901
-79.616452
Fill
PFO
0.78
0
W20.2
20
W32
35.88899
-79.618632
Fill
PFO
0.19
0
W20.3
20
HDR WE
35.888498
-79.619415
Fill
PFO
1.84
0
W23.1
23
WW
35.88402
-79.625738
Fill
PEM
0.15
0
Total
8.69
0
NOTE:
1. ALL FEATURES ARE WITHIN DEEP RIVER WATERSHED.
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-02
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)
S5.1
5
SK
35.900393
-79.636643
Fill
P
2
25
0
50
S5.2
5
S45
35.899868
-79.636795
Fill
P
4
492
0
1968
S5.3
6
S15
35.901476
-79.643903
Fill
P
5
60
0
300
S6.1
6
S7
35.899976
-79.631308
Fill
P
3
633
0
1899
S6.2
6
S1
35.900243
-79.629132
Fill
P
4
495
0
1980
S7.1
7
S5
35.899765
-79.627353
Fill
I
4
203
0
812
S9.1
9
S43/S43B
35.898866
-79.63863
Fill
P
4
768
0
3072
S9.2
9
S45
35.898184
-79.63787
Fill
P
4
2363
0
9452
S9.3
9
S51
35.899288
-79.63773
Fill
I
3
81
0
243
S9.4
9
S48
35.898246
-79.643552
Fill
I
3
9
33
99
S10.1
10
S1
35.8963
-79.629804
Fill
P
4
2191
0
8764
S10.2
10
S7
35.898253
-79.630498
Fill
P
3
1092
0
3276
S10.3
10
S4
35.89849
-79.628489
Fill
P
4
65
0
260
S10.4
10
SA
35.897881
-79.628559
Fill
I
3
116
0
348
S10.5
10
S9
35.89546
-79.629054
Fill
I
4
601
0
2404
S10.6
10
S8
35.897307
-79.631058
Fill
I
3
588
0
1764
S11.1
11
S4
35.898854
-79.62792
Fill
P
4
321
0
1284
S11.1
11
S4
35.899
-79.6277
Fill
I
4
455
0
1820
S11.2
11
SA
35.897975
-79.628114
Fill
I
3
175
0
525
S11.3
11
S9
35.895803
-79.627567
Fill
I
4
758
0
3032
S11.4
11
S20
35.89911
-79.621146
Fill
P
3
124
0
372
S11.5
11
S5
35.899273
-79.62751
Fill
I
4
163
0
652
S12.1
12
S20
35.898865
-79.619771
Fill
P
3
949
0
2847
S12.2
12
S22
35.899087
-79.618008
Fill
P
3
323
0
969
S12.3
12
S21
35.896637
-79.618448
Fill
P
4
1689
0
6756
S12.4
12
S23
35.897961
-79.618066
Fill
I
3
76
0
228
S13.1
13
S45
35.892807
-79.639112
Fill
P
4
2140
0
8560
S13.2
13
SY
35.893981
-79.638491
Fill
I
3
107
0
321
S14.1
14
S1
35.893918
-79.630228
Fill
P
4
1419
0
5676
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)
S15.1
15
S25
35.893404
-79.621706
Fill
P
3
410
0
1230
S15.2
15
S26
35.893629
-79.621324
Fill
I
3
163
0
489
S15.3
15
HDR S9
35.890773
-79.623656
Fill
I
3
222
0
666
S16.1
16
S25/S25R
35.893092
-79.620224
Fill
P
3
541
0
1623
S16.2
16
S35
35.891276
-79.615761
Fill
P
4
483
0
1932
S16.3
16
S21
35.892261
-79.619717
Fill
P
4
1918
0
7672
S17.1
17
S45
35.889256
-79.639931
Fill
P
4
852
27
108
S17.2
17
S44
35.889771
-79.639514
Fill
P
3
756
0
2268
S18.1
18
S12B
35.8868
-79.632719
Fill
P
3
162
0
486
S18.2
18
S1
35.886749
-79.63223
Fill
P
4
752
0
3008
S18.3
18
S11
35.887125
-79.631796
Fill
P
3
232
0
696
S19.1
19
HDR S9
35.888223
-79.624394
Fill
I
3
1484
0
4452
S20.1
20
S35
35.889298
-79.617801
Fill
P
4
1443
0
5772
S20.2
20
S21
35.890149
-79.619916
Fill
P
4
1728
0
6912
S20.3
20
HDR S9
35.88684
-79.619587
Fill
I
3
417
0
1251
S20.4
20
S30
35.887667
-79.616619
Fill
P
3
1708
30
90
S20.5
20
S31
35.888347
-79.614963
Fill
I
3
38
45
135
S20.5
20
S31
35.888347
-79.614963
Fill
P
3
187
0
561
S22.1
22
S1
35.885936
-79.633011
Fill
P
4
367
30
120
S24.1
24
S21
35.885824
-79.619151
Fill
P
4
346
0
1384
S24.2
24
S30
35.884555
-79.619164
Fill
P
3
615
29
87
S24.3
24
HDR S4
35.885421
-79.619586
Fill
I
4
172
24
96
S27.1
27
S47
35.899176
-79.644671
Fill
P
3
90
93
279
Perennial Total
27649
116
91,671
Intermittent Total
5828
102
19,337
Stream Impact Total
33567
311
111,050
NOTE:
1. ALL FEATURES ARE WITHIN DEEP RIVER WATERSHED.
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-03
N.C.B.E.L.S. License Number: F-0116

open vvater impacts
Impact
Number
Sheet
Number
Name of
Waterbody
Lat.
(decimal
degrees)
Long.
(decimal
degrees)
Permanent (P)
or Temporary (T)
Type of
Impact
Waterbody
Type
Impact Area
(acres)
P5.1
5
P6
35.901573
-79.639568
P
Fill
Pond
0.17
P5.2
5
P7
35.900787
-79.639578
P
Fill
Pond
1.39
P5.3
5
P8
35.899457
-79.639504
P
Fill
Pond
0.02
P5.4
5
P2
35.9007
-79.643849
P
Fill
Pond
1.35
P6.1
6
P10
35.9015
-79.632445
P
Fill
Pond
2.02
P7.1
7
P11
35.899604
-79.626451
P
Fill
Pond
0.17
P9.1
9
P8
35.899102
-79.639228
P
Fill
Pond
0.42
P11.1
11
P11
35.899425
-79.626452
P
Fill
Pond
0.05
P13.1
13
P9
35.892186
-79.638263
P
Fill
Pond
0.20
P14.1
14
P13
35.891276
-79.631086
P
Fill
Pond
3.77
P16.1
16
PC
35.893643
-79.614573
P
Fill
Pond
0.81
P17.1
17
P16
35.887874
-79.636668
P
Fill
Pond
0.39
P17.2
17
P17
35.887099
-79.637608
P
Fill
Pond
1.37
P18.1
18
P13
35.890413
-79.631492
P
Fill
Pond
1.88
P18.2
18
P15
35.888409
-79.631574
P
Fill
Pond
6.32
P18.3
18
P14
35.890026
-79.633032
P
Fill
Pond
1.21
Total
21.54
Indirect - 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)
S6.2
6
S1
35.9005
-79.629
Indirect
P
4
198
0
792
S6.3
6
S1
35.8971
-79.6295
Indirect
I
4
632
0
2528
S6.4
6
S2
35.9014
-79.6285
Indirect
I
3
256
0
768
S7.2
7
S2
35.9014
-79.6285
Indirect
I
3
378
0
1134
S8.1
8
S22
35.89957
-79.6175
Indirect
I
3
79
0
237
S12.2
12
S22
35.89953
-79.6176
Indirect
I
3
7
0
21
S5.4
5
S43A
35.9019
-79.6400
Indirect
I
3
212
0
636
Total 1762
Indirect - Open Water Impacts
Impact
Number
Sheet
Number
Name of
Waterbo
dy
Lat.
(decimal
degrees)
Long.
(decimal
degrees)
Permane
nt (P) or
Tempora
ry (T)
Type of
Impact
Waterbody
Type
Impact
Area
(acres)
P5.5
5
P5
35.9024
-79.6401
P
Indirect
Pond
0.09
P7.2
7
P12
35.9027
-79.627
P
Indirect
Pond
0.69
Total
0.78
Indirect - 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)
W7.2
7
WA
35.902
-79.6281
Indirect
PFO
0.01
0
W6.3
6
W1
35.9011
-79.6287
Indirect
PFO
0.07
0
W8.2
8
W23
35.89994
-79.6193
Indirect
PFO
0.25
0
W5.3
5
W39
35.9024
-79.6405
Indirect
PFO
0.29
0
Total
0.62
NOTE:
1. ALL FEATURES ARE WITHIN DEEP RIVER WATERSHED.
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-04
N.C.B.E.L.S. License Number: F-0116

tilts
-`7
S
(
PROPOSED DUKE
ENERGY 500kV
CORRIDOR
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IMP
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Irrpact Area
(AC)
Temporary
Irrpact Area
(AC)
W5.1
W38
Fill
0.03
0
W5.2
W40A
Fill
0.04
0
Total
0.07
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Irrpact Area
(AC)
P5.1
P6
Fill
0.17
P5.2
P7
Fill
1.39
P5.3
P8
Fill
0.02
P5.4
P2
Fill
1.35
Total
2.93
Perennial Stream IIT'pacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S5.1
SK
Fill
25
0
S5.2
S45
Fill
492
0
S5.3
S15
Fill
60
0
Total
517
0
Indirect- Open Water Irrpacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Irrpact Area
(AC)
Temporary
Irrpact Area
(AC)
P5.5
P5
Indirect
0.09
0
Total
0.09
0
Indirect- Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Irrpact Area
(AC)
Temporary
Irrpact Area
(AC)
W5. 3
W39
Indirect
0.29
0
Total
0.29
0
Indirect- S ream Irroacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
55.4
S43A
Indirect
212
0
Total
212
0
Li lma
t��E fell�, � II 1
ismr4-1,11,
Nigrat! wpa
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KEY MAP
NOT TO SCALE
0 200'
SCALE: 1" = 200'
400'
F 1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-05
N.C.B.E.L.S. License Number: F-0116

z
J
0
H
2
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— 1--J
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7
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W6.1
W5
Fill
0.13
0
W6.2
W5
Fill
0.17
0
Total
0.30
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P6.1
P10
Fill
2.02
Total
2.02
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S6.1
S7
Fill
633
0
S6.2
S1
Fill
495
0
Total
1128
0
Indirect - Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S6.2
S1
Fill
198
0
S6.3
S1
Indirect
632
0
S6.4
S2
Indirect
256
0
Total
1086
0
Indirect - Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W6.3
W1
Indirect
0.07
0
Total
0.07
0
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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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-06
N.C.B.E.L.S. License Number: F-0116

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w
z
2
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
I mpact
Type
Permanent
I mpact Area
(AC)
Temporary
I mpact Area
(AC)
W7.1
W22
Fill
0.15
0
Total
0.15
0
Pond Impacts
Impact
Site
Feature ID
from PJD
I mpact
Type
Permanent
I mpact Area
(AC)
P7.1
P11
Fill
0.17
Total
0.17
I ntermittent Stream I mpacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S7.1
S5
Fill
203
0
Total
203
I ndi rect - Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S7.2
S2
Indirect
378
0
Total
378
0
Indirect - Open Water Impacts
Impact
Site
Feature ID
from PJD
I mpact
Type
Permanent
I mpact Area
(AC)
Temporary
I mpact Area
(AC)
P7.2
P12
Indirect
0.69
0
Total
0.69
0
Indirect- Wetland Impacts
Impact
Site
Feature ID
from PJD
I mpact
Type
Permanent
I mpact Area
(AC)
Temporary
I mpact Area
(AC)
W7.2
WA
Indirect
0.01
0
Total
0.01
0
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-07
N.C.B.E.L.S. License Number: F-0116

rn
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
I mpact Area
(AC)
Temporary
Impact Area
(AC)
W8.1
W21
Fill
0.24
0
Total
0.24
0
Indirect- Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S8.1
S22
Fill
79
0
Total
79
0
Indirect- Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W8.2
W23
Indirect
0.25
0
Total
0.25
0
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-08
N.C.B.E.L.S. License Number: F-0116

MATCHLINE - SEE SHEET 5 FOR CONTINUATION
N
r
P9.1
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-
\ _ / _ l • / / %
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W9.1
W40A
Fill
0.02
0
W9.2
W4OB
Fill
0.02
0
W9.3
W37
Fill
0.14
0
W9.4
W43
Fill
0.05
0
W9.5
W45
Fill
0.01
0
Total
0.24
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P9.1
P8
Fill
0.42
Total
0.42
O • Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S9.1
S43/S43B
Fill
768
0
S9.2
S45
Fill
2363
0
Total
3131
0
w
WIntermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S9.3
S51
Fill
81
0
S9.4
S48
Fill
9
33
Total
90
33
0
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NOT TO SCALE
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-09
N.C.B.E.L.S. License Number: F-0116

— � — —
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PROPOSED GRADING
/
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MATCHLINE - SEE SHEET 14 FOR CONTINUATION
f I 1
S10.4
_S10.5
r / -- x
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S10.1
S1
Fill
2191
0
S10.2
S7
Fill
1092
0
S10.3
S4
Fill
65
0
Total
3348
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S10.4
SA
Fill
116
0
S10.5
S9
Fill
601
0
S10.6
S8
Fill
588
0
Total
1305
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-10
N.C.B.E.L.S. License Number: F-0116

ZI
O
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0
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0
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W11.1
W6
Fill
0.02
0
W11.2
W7
Fill
0.06
0
W11.3
W8
Fill
0.05
0
W11.4
W22
Fill
0.16
0
Total
0.29
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P11.1
P11
Fill
0.05
Total
0.05
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S11.1
S4
Fill
321
0
S11.4
S20
Fill
124
0
Total
445
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S11.1
S4
Fill
455
0
S11.2
SA
Fill
175
0
S11.3
S9
Fill
758
0
S11.5
S5
Fill
163
0
Total
1551
0
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VINV
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-11
N.C.B.E.L.S. License Number: F-0116

—air an
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•
•
PROPOSED DUKE
ENERGY 500kV
CORRIDOR
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W12.1
W22
Fill
0.07
0
W12.2
W20
Fill
0.10
0
W12.3
W21
Fill
0.09
0
W12.4
W24
Fill
0.22
0
Total
0.47
0
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S12.1
S20
Fill
949
0
S12.2
S22
Fill
323
0
S12.3
S21
Fill
1689
0
Total
2961
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S12.4
S23
Fill
76
0
Total
76
0
Indirect - Stream Impacts
Impact
Number
Stream ID
Type of
Impact
Permanent
Impact Length
(linear feet)
Impact
Length (linear
feet)
S12.2
S22
Indirect
7
0
Total
7
0
run
tintlit al
1111
N IF
\A!I _r�.1_ j
KEY MAP
NOT TO SCALE
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
0
200'
400'
SCALE: 1" = 200'
01/13/2022
01 X-12

14,t47,
LLT —
MATCHLINE - SEE SHEET 9 FOR CONTINUATION
PROPOSED \
POER DISTRIBUTION \ W\ \
LINE TO SITE
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1
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1
PROPOSED GRADING
MATCHLINE - SEE SHEET 17 FOR CONTINUATION
al
MATCHLINE - SEE SHEET 14 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W13.1
W18A
Fill
0.13
0
W13.2
W19
Fill
0.14
0
W13.3
WB
Fill
0.06
0
Total
0.33
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P13.1
P9
Fill
0.20
Total
0.20
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S13.1
S45
Fill
2140
0
Total
2140
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S13.2
SY
Fill
107
0
Total
107
0
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-13
N.C.B.E.L.S. License Number: F-0116

1) /o
/ I I/)I /
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MATCHLINE — SEE SHEET 10 FOR CONTINUATION
/
//
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MATCHLINE — SEE SHEET 18 FOR CONTINUATION
0
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W14.1
W9
Fill
0.34
0
W14.2
W12
Fill
0.26
0
Total
0.60
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P14.1
P13
Fill
3.77
Total
3.77
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S14.1
S1
Fill
1419
0
Total
1419
0
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-14
N.C.B.E.L.S. License Number: F-0116

T
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MATCHLINE - SEE SHEET 11 FOR CONTINUATION
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W15.1
W35
Fill
0.25
0
W15.2
W25
Fill
0.24
0
Total
0.49
0
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S15.1
S25
Fill
410
0
Total
410
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S15.3
HDR S9
Fill
222
0
S15.2
S26
Fill
163
0
Total
385
0
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-15
N.C.B.E.L.S. License Number: F-0116

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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W16.1
W28
Fill
0.05
0
Total
1.40
0
Pond Impacts
Impact
Site
Feature ID
from PJD
1
Impact
Type
Permanent
Impact Area
(AC)
P16.1
PC
Fill
0.81
Total
0.81
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S16.3
S21
Fill
1918
0
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KEY MAP
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0
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
N.C.B.E.L.S. License Number: F-0116

MATCHLINE - SEE SHEET 13 FOR CONTINUATION
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MATCHLINE - SEE SHEET 18 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W17.1
W44
Fill
0.03
0
W17.2
W3
Fill
0.26
0
Total
0.29
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P17.1
P16
Fill
0.39
P17.2
P17
Fill
1.37
Total
1.76
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S17.1
S45
Fill
852
27
S17.2
S44
Fill
756
0
Total
1608
27
-�-
ea ! I
NIErmy4iF,
v \NIp
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-17
N.C.B.E.L.S. License Number: F-0116

zl
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MATCHLINE - SEE SHEET 14 FOR CONTINUATION
/
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MATCHLINE - SEE SHEET 22 FOR CONTINUATION
r
PROPOSED GRADING
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W18.1
W9
Fill
0.06
0
W18.2
W10
Fill
0.16
0
W18.3
W13
Fill
0.14
0
W18.4
W3
Fill
0.005
0
Total
0.36
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P18.1
P13
Fill
1.88
P18.2
P15
Fill
6.32
P18.3
P14
Fill
1.21
Total
9.41
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S18.1
S12B
Fill
162
0
S18.2
S1
Fill
752
0
S18.3
S11
Fill
232
0
Total
1146
0
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-18
N.C.B.E.L.S. License Number: F-0116

��yI II�J \JI 1 I (/„1( /I //
(l1I(III{//i/ \///'/j
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MATCHLINE - SEE SHEET 15 FOR CONTINUATION
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v,/ / ,/ _/ �/( )
W19.2 - / \ ( S)—t7/ ,) C/,: —'-----
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MATCHLINE - SEE SHEET 23 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W19.1
W34
Fill
0.24
0
W19.2
W14
Fill
0.12
0
W19.3
HDR WF
Fill
0.15
0
Total
0.51
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S19.1
HDR S9
Fill
1484
0
Total
1484
0
f;1i��a... ,,,�.
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gti a tita mom Fh h 01
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vi —Mr-- — —_.. _rii 4NI .16. rWi rig F,..
v \vil'
IL,
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01 X-19
N.C.B.E.L.S. License Number: F-0116

ctI
)
S20.3 '
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l
'7•
MATCHLINE - SEE SHEET 16 FOR CONTINUATION
/
S20.1
/ //(
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( j S
1� \\N
W20.3 - — 1 1
) ) 1 1 >
1 1 �
S20.2 /1 / l) ) ( 1� S20.4
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—‘) (
/ S20.2
l\ I
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PROPOSED INTERIOR ! )// L j
RAIL LINES �) )
i
11 1 1\��=
MATCHLINE - SEE SHEET 24 FOR CONTINUATION
.17-j
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rr
f—// / 1 (
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t
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W20.1
W28
Fill
0.78
0
W20.2
W32
Fill
0.19
0
W20.3
HDR WE
Fill
1.83
0
Total
2.79
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S20.3
HDR S9
Fill
417
0
S20.5
S31
Fill
38
45
Total
455
45
Perennial Stream Impacts
Site
from PJD
Type
Impact Length
Impact Length
S20.1
S35
Fill
1443
0
S20.2
S21
Fill
1728
0
S20.4
S30
Fill
1708
30
S20.5
S31
Fill
187
0
Total
5066
30
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-20
N.C.B.E.L.S. License Number: F-0116

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MATCHLINE - SEE SHEET 22 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
2) NO JURISDICTIONAL IMPACTS THIS SHEET
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LINIERM
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-21
N.C.B.E.L.S. License Number: F-0116

MATCHLINE - SEE SHEET 18 FOR CONTINUATION
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S22.1
S1
Fill
367
30
Total
367
30
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-22
N.C.B.E.L.S. License Number: F-0116

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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W23.1
WW
Fill
0.15
0
Total
0.15
0.00
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-23
N.C.B.E.L.S. License Number: F-0116

MATCHLINE - SEE SHEET 20 FOR CONTINUATION
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MATCHLINE - SEE SHEET 26 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S24.1
S21
Fill
346
0
S24.2
S30
Fill
615
29
Total
961
29
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S24.3
HDR S4
Fill
172
24
Total
172
24
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-24
N.C.B.E.L.S. License Number: F-0116

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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP.
2) NO JURISDICTIONAL IMPACTS THIS SHEET.
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-25
N.C.B.E.L.S. License Number: F-0116

MATCHLINE - SEE SHEET 26 FOR CONTINUATION
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP.
2) NO JURISDICTIONAL IMPACTS THIS SHEET.
KEY MAP
NOT TO SCALE
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
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-26
N.C.B.E.L.S. License Number: F-0116

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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP.
Perennial Stream Impacts
Impact
Site
Feature
ID from
PJD
Impact
Type
Permanent
Impact
Length (LF)
Temporary
Impact
Length
(LF)
S27.1
S47
Fill
96
93
Total
96
93
_, PiZt, imp rim
��api
0
KEY MAP
NOT TO SCALE
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
01/13/2022
01X-27
N.C.B.E.L.S. License Number: F-0116

Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Area (Acres)
Mitigation Ratio
Site Impacts
W3
35.888023
-79.636341
0.259
PFO
Section 404
2:1 ratio - assumed
W5
35.900698
-79.631968
0.130
PFO
Section 404
2:1 ratio - assumed
W5
35.901172
-79.631544
0.174
PFO
Section 404
2:1 ratio - assumed
W6
35.895602
-79.628154
0.017
PFO
Section 404
2:1 ratio - assumed
W7
35.895938
-79.62677
0.056
PFO
Section 404
2:1 ratio - assumed
W8
35.896217
-79.626183
0.051
PFO
Section 404
2:1 ratio - assumed
W9
35.891045
-79.633439
0.404
PFO
Section 404
2:1 ratio - assumed
W10
35.889601
-79.632163
0.156
PFO
Section 404
2:1 ratio - assumed
W12
35.892271
-79.6311
0.263
PFO
Section 404
2:1 ratio - assumed
W13
35.887307
-79.631892
0.140
PFO
Section 404
2:1 ratio - assumed
W14
35.888427
-79.625187
0.121
PFO
Section 404
2:1 ratio - assumed
W18A
35.893567
-79.638929
0.132
PFO
Section 404
2:1 ratio - assumed
W19
35.894001
-79.638929
0.138
PFO
Section 404
2:1 ratio - assumed
W20
35.898553
-79.61903
0.101
PFO
Section 404
2:1 ratio - assumed
W21
35.899725
-79.618995
0.331
PFO
Section 404
2:1 ratio - assumed
W22
35.899401
-79.621416
0.380
PFO
Section 404
2:1 ratio - assumed
W24
35.897577
-79.618322
0.216
PFO
Section 404
2:1 ratio - assumed
W25
35.893443
-79.622395
0.245
PFO
Section 404
2:1 ratio - assumed
W28
35.890135
-79.6165
0.830
PFO
Section 404
2:1 ratio - assumed
W31
35.892504
-79.615323
0.539
PFO
Section 404
2:1 ratio - assumed
W32
35.888995
-79.618603
0.185
PFO
Section 404
2:1 ratio - assumed
W34
35.889433
-79.624715
0.242
PFO
Section 404
2:1 ratio - assumed
W35
35.891051
-79.624422
0.252
PEM
Section 404
2:1 ratio - assumed
W37
35.898679
-79.637031
0.139
PFO
Section 404
2:1 ratio - assumed
W38
35.899726
-79.639527
0.034
PFO
Section 404
2:1 ratio - assumed
W40A
35.899448
-79.637919
0.057
PFO
Section 404
2:1 ratio - assumed
W40B
35.898941
-79.637561
0.017
PFO
Section 404
2:1 ratio - assumed
W43
35.898438
-79.638569
0.050
PFO
Section 404
2:1 ratio - assumed
W44
35.889789
-79.638849
0.027
PFO
Section 404
2:1 ratio - assumed
W45
35.897298
-79.638796
0.013
PFO
Section 404
2:1 ratio - assumed
WB
35.891934
-79.638711
0.063
PFO
Section 404
2:1 ratio - assumed
WW
35.884016
-79.625747
0.151
PEM
Section 404
2:1 ratio - assumed
HDR WE
35.88847
-79.619445
0.043
PFO
Section 404
2:1 ratio - assumed
HDR WE
35.888703
-79.619802
1.793
PFO
Section 404
2:1 ratio - assumed
HDR WF
35.888538
-79.621476
0.146
PFO
Section 404
2:1 ratio - assumed
HDR WG
35.890986
-79.620095
0.129
PEM
Section 404
2:1 ratio - assumed
HDR WH
35.892
-79.619551
0.077
PFO
Section 404
2:1 ratio - assumed
HDR WH
35.892543
-79.619588
0.585
PFO
Section 404
2:1 ratio - assumed
Total
8.687
Transportation Impacts
WB
35.8938315
-79.6541203
0.018
PFO
Section 404
2:1 ratio - assumed
WO
35.8928937
-79.6543259
0.0004
PFO
Section 404
2:1 ratio - assumed
WH
35.8771732
-79.6327779
0.0004
PFO
Section 404
2:1 ratio - assumed
HDR WC
35.8795756
-79.6275104
0.003
PEM
Section 404
2:1 ratio - assumed
WSA
35.875102
-79.6281868
0.035
PEM
Section 404
2:1 ratio - assumed
WS
35.8744831
-79.6284527
0.014
PFO
Section 404
2:1 ratio - assumed
WK
35.8740984
-79.6292021
0.168
PEM
Section 404
2:1 ratio - assumed
WN
35.8739368
-79.6260799
0.066
PFO
Section 404
2:1 ratio - assumed
Total
0.305
* Assuming all wetland impacts are to be covered under Cape Fear 03 Applicant hasn't been told otherwise.

Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Covered in
Cape Fear 03
Covered in Cape
Fear 02
Requiring 1.5:1
Amount in Cape
Fear 02 with Ratio
Applied
Length (LF)
Perennial (P) or
Intermittent (I)
Mitigation Ratio
Site Impacts
S9
35.89567
-79.628132
1359
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
1359
0
0
S26
35.893625
-79.62132
163
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
163
0
0
S31
35.888218
-79.614343
38
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
38
0
0
S48
35.898087
-79.643781
9
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
9
0
0
SA
35.897947
-79.62832
291
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
291
0
0
HDR S5
35.884679
-79.619109
0
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
0
0
0
S7
35.898936
-79.630644
1516
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
1516
0
0
S12B
35.886878
-79.632721
162
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
162
0
0
S30
35.883738
-79.619907
271
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
271
0
0
S35
35.889733
-79.616707
1926
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
1926
0
0
S43/S43B
35.898521
-79.638496
768
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
768
0
0
S23
35.89795
-79.618076
76
I
Section 404
2:1 ratio - assumed
76
76
115
S51
35.899293
-79.637732
81
I
Section 404
2:1 ratio - assumed
81
81
122
SY
35.893981
-79.638474
107
I
Section 404
2:1 ratio - assumed
107
107
160
HDR S3
35.884445
-79.617858
0
I
Section 404
2:1 ratio - assumed
0
0
0
HDR S4
35.885442
-79.619587
172
I
Section 404
2:1 ratio - assumed
172
172
258
HDR S9
35.888701
-79.62174
2123
I
Section 404
2:1 ratio - assumed
2123
2123
3185
S1
35.89707
-79.629481
5224
P
Section 404
2:1 ratio - assumed
5224
5224
7836
S7
35.898936
-79.630644
209
P
Section 404
2:1 ratio - assumed
209
209
314
S11
35.887143
-79.631756
232
P
Section 404
2:1 ratio - assumed
232
232
347
S15
35.901377
-79.643933
60
P
Section 404
2:1 ratio - assumed
60
60
90
S20
35.898865
-79.619857
1073
P
Section 404
2:1 ratio - assumed
1073
1073
1610
S21
35.895289
-79.618965
5681
P
Section 404
2:1 ratio - assumed
5681
5681
8522
S22
35.899274
-79.617759
323
P
Section 404
2:1 ratio - assumed
323
323
485
S25
35.893348
-79.621214
951
P
Section 404
2:1 ratio - assumed
951
951
1426
S30
35.883738
-79.619907
2052
P
Section 404
2:1 ratio - assumed
2052
2052
3078
S31
35.888218
-79.614343
187
P
Section 404
2:1 ratio - assumed
187
187
281
S44
35.889778
-79.638861
756
P
Section 404
2:1 ratio - assumed
756
756
1134
S45
35.893851
-79.638879
5847
P
Section 404
2:1 ratio - assumed
5847
5847
8771
SK
35.900387
-79.636639
25
P
Section 404
2:1 ratio - assumed
25
25
38
HDR S2
35.881426
-79.618675
0
P
Section 404
2:1 ratio - assumed
0
0
0
S4
35.898998
-79.627656
455
I
Section 404
2:1 ratio - confirmed by USACE
455
455
682
S5
35.899531
-79.627395
366
I
Section 404
2:1 ratio - confirmed by USACE
366
366
549
S8
35.897313
-79.631251
588
I
Section 404
2:1 ratio - confirmed by USACE
588
588
882
S4
35.898998
-79.627656
386
P
Section 404
2:1 ratio - confirmed by USACE
386
386
579
S17
35.883129
-79.62694
0
P
Section 404
2:1 ratio - confirmed by USACE
0
0
0
HDR S3
35.884403
-79.619107
0
P
Section 404
2:1 ratio - confirmed by USACE
0
0
0
S47
35.89752
-79.644212
90
P
Section 404
2:1 ratio - confirmed by USACE
90
90
135
Total
33567
33567
27063
40594

Transportation Impacts
HDR S6
35.8792485
-79.6278092
469
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
469
0
0
SX
35.875076
-79.6281908
416
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
416
0
0
SQ
35.874564
-79.6288686
391
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
391
0
0
SE
35.8941831
-79.6546671
32
P
Section 404
2:1 ratio - assumed
32
32
47
SE
35.8925645
-79.6541181
584
P
Section 404
2:1 ratio - assumed
584
584
877
SE1
35.8915973
-79.6543983
170
P
Section 404
2:1 ratio - assumed
170
170
255
SW
35.8906812
-79.6520941
727
I
Section 404
2:1 ratio - assumed
727
727
1091
SJ
35.8918735
-79.6446361
210
P
Section 404
2:1 ratio - assumed
210
210
314
SK
35.891585
-79.6460359
395
I
Section 404
2:1 ratio - assumed
395
395
592
SE
35.8864692
-79.6414069
21
P
Section 404
2:1 ratio - assumed
21
21
32
SE
35.8860309
-79.6434009
8
P
Section 404
2:1 ratio - assumed
8
8
12
S17
35.8830685
-79.6270705
309
P
Section 404
2:1 ratio - assumed
309
309
463
SS
35.874564
-79.6288686
168
I
Section 404
2:1 ratio - assumed
168
168
253
Total
3900
3900
2624
3936

Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Area (Acres)
Mitigation Ratio
Site Impacts
P2
35.900707
-79.643836
1.352
Pond
Section 404
No Mitigation for Pond
P6
35.901572
-79.639562
0.172
Pond
Section 404
No Mitigation for Pond
P7
35.900748
-79.639568
1.390
Pond
Section 404
No Mitigation for Pond
P8
35.89916
-79.639247
0.446
Pond
Section 404
No Mitigation for Pond
P9
35.892196
-79.638255
0.204
Pond
Section 404
No Mitigation for Pond
P10
35.901451
-79.632404
2.015
Pond
Section 404
No Mitigation for Pond
P11
35.899567
-79.62646
0.225
Pond
Section 404
No Mitigation for Pond
P13
35.890995
-79.63125
5.644
Pond
Section 404
No Mitigation for Pond
P14
35.890046
-79.633035
1.208
Pond
Section 404
No Mitigation for Pond
P15
35.888446
-79.631675
6.320
Pond
Section 404
No Mitigation for Pond
P16
35.887835
-79.636688
0.392
Pond
Section 404
No Mitigation for Pond
P17
35.88706
-79.637665
1.366
Pond
Section 404
No Mitigation for Pond
PC
35.893718
-79.614581
0.812
Pond
Section 404
No Mitigation for Pond
Total
21.547
Transportation Impacts
P18
35.8777355
-79.6078387
0.110
Pond
Section 404
No Mitigation for Pond
P19
35.8780052
-79.6280614
0.007
Pond
Section 404
No Mitigation for Pond
PB
35.8740277
-79.6296036
0.380
Pond
Section 404
No Mitigation for Pond
Total
0.497

Indirect Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Covered
in Cape
Fear 03
Covered
in Cape
Fear 02
Requiring
1.5:1
Streams
Length (LF)
Perennial (P) or
Intermittent (I)
Mitigation Ratio
S1
35.8657355
-79.626503
198
P
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
198
0
S1
35.8657355
-79.626503
632
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
632
0
S2
35.8657355
-79.626503
634
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
634
0
S22
35.899274
-79.617759
86
P
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
86
0
S43A
35.8657355
-79.626503
212
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
212
0
Total Indirect
1762
1762
0
Wetlands
Area (Acres)
W1
35.901052
-79.628728
0.068
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
0.068
0
W23
35.899799
-79.617223
0.249
PSS
Section 404
Request a 1:1 ratio due to Indirect Impact
0.249
0
W39
35.90237
-79.640494
0.287
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
0.287
0
WA
35.902046
-79.62803
0.010
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
0.01
0
Total Indirect
0.614
0.614
0
Ponds
Area (Acres)
P5
35.90237
-79.64013
0.090
Pond
Section 404
No Mitigation for Pond
0.090
0
P12
35.902694
-79.627033
0.690
Pond
Section 404
No Mitigation for Pond
0.690
0
Total Indirect
0.780
0.780
0
* Assuming all indirect impacts are to be covered under Cape Fear 03. Applicant hasn't been told otherwise and all are 1:1 Ratios.