20201371 Ver 1_ePCN Application_20211216

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
December 6, 2021 Ver 4.2
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
BIMS # Assigned* Version#*
20201371 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Select Project Reviewer*
Kevin Mitchell:eads\rkmitchell
Information for Initial Review
1a. Name of project:
Corridor K A-0009C
la. Who is the Primary Contact?*
Dave McHenry
Reviewing Office*
Asheville Regional Office - [phone]
1 b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
12/16/2021
Nearest Body of Water
Sweetwater Creek
Basin
Little Tennessee
Water Classification
WS-III Tr
Site Coordinates
Latitude:
35.341110
A. Processing Information
Longitude:
-83.747249
County (or Counties) where the project is located:
Graham
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No
Is this a NCDOT Project?*
Yes No
(NCDOT only) T.I.P. or state project number:
A-0009C

WBS # (?)
32572
la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Are you a federal applicant?*
Yes No
If yes, please provide a statement concerning compliance with the Coastal Zone Management Act. *
NCDOT is not a federal applicant. The project is also well beyond CAMA zones.
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
lf. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
NCDOT, Division 14
2b. Deed book and page no.:
2c. Contact Person:
Wanda H. Austin
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes No
Yes No

2d. Address
Street Address
253 Webster Road
Address Line 2
City State / Province / Region
Sylva NC
Postal / Zip Code Country
28779 USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
NCDOT Division 14
3b. Business Name:
3c. Address
Street Address
253 Webster Road
Address Line 2
City
Sylva
Postal / Zip Code
28779
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Jimmy L. Terry
4b. Business Name:
TGS Engineers
4c. Address
Street Address
201 W. Marion Street, Suite 200
Address Line 2
City
Shelby
Postal / Zip Code
28150
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1 b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Robbinsville
2. Project Identification

2a. Property Identification Number: 2b. Property size:
2c. Project Address
Street Address
NC 28, NC 143, US 129
Address Line 2
City
Robbinsville
Postal / Zip Code
28771
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Sweetwater Creek
3b. Water Resources Classification of nearest receiving water: *
WS-III Tr
3c. What river basin(s) is your project located in?*
Little Tennessee
3d. Please provide the 12-digit HUC in which the project is located.
060102040102
4. Project Description and History
State / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The existing conditions are two lane primary roads connecting generally east -west from Robbinsville east to the 4-lane Section of NC 28 towards Swain County. The general land use
adjacent to the roadways is mixed agricultural and residential with mostly forested conditions more distant from the road. The majority of the watersheds in the project area are forested.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4b(2). Is Any Portion of the Work Already Complete?*
Yes No
If yes, describe the completed work.
4c. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. not related to the 404 or 401.
A trout buffer variance will be applied for. A US Forest Service special use permit will be issued for construction on USFS property. Both of these have yet to be acted upon by the
applicable agency.
4f. List the total estimated acreage of all existing wetlands on the property:
10
4g. List the total estimated linear feet of all existing streams on the property:
135,000
4h. Explain the purpose of the proposed project: *
The purpose of the project is to increase the mobility and reliability of travel between Robbinsville and areas to the east.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project involves improvements of the existing roadway alignments with a 2+1 typical section that will add roadway width, tuming lanes, passing lanes, and climbing lanes at many
locations to reduce traffic conflicts and constrictions. The project will also use a land bridge to address historic concerns associated with the Appalachian Trail crossing. Typical heavy earth
moving equipment will be used including dozers, track -hoes, dump trucks, drill rigs, and cranes.
4k. Will this activity involve dredging in wetlands or waters?*
Yes No
If yes, Describe the type of dredging, the composition of the dredged material and the location of disposal area.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
No Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?

Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Amber Coleman and staffs with STV
STV
6a. Is this a phased project?*
Yes No
6b. If yes, explain.
This project is part of the Appalachian Development Highway System; a system of future roads that Congress established in 1965. Corridor K, the current project, is among the last of
those roads.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
Future permits are likely to be needed for any remaining corridors, but are unknown and cannot be characterized at this time.
7. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list)
Address have been provided earlier for the merger application process, however they can be provided again as requested.
8. Scheduling of Activity:
The Corridor K project is expected to be let in September 2022 with construction to commence shortly thereafter. Construction is expected to take several years (5+) to complete the entire
project.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name*
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
A4
road
P
Headwater Forest
WG
Yes
Both
0.010
(acres)
A13
pipe outlet
P
Headwater Forest
WN
Yes
Both
0.010
(acres)
A13
pipe outlet
P
Headwater Forest
WN
Yes
Both
0.010
(acres)
A13
pipe outlet
T
Headwater Forest
WN
Yes
Both
0.030
(acres)
A13
pipe outlet
P
Headwater Forest
WO
Yes
Both
0.070
(acres)
A13
pipe outlet
P
Headwater Forest
WO
Yes
Both
0.010
(acres)
A13
pipe outlet
T
Headwater Forest
WO
Yes
Both
0.020
(acres)
A13
pipe outlet
T
Headwater Forest
WO
Yes
Both
0.030
(acres)
A14
road
P
Headwater Forest
WP
Yes
Both
0.020
(acres)
A14
road
T
Headwater Forest
WP
Yes
Both
0.010
(acres)
A14
road
T
Headwater Forest
WP
Yes
Both
0.010
(acres)
A16
road
P
Headwater Forest
WR
Yes
Both
0.090
(acres)
A18
road
P
Floodplain Pool
WV
No
Both
0.010
(acres)
A21
road
T
Non -Tidal Freshwater Marsh
WY
No
Both
0.010
(acres)
A23
road
P
Non -Tidal Freshwater Marsh
WAB
No
Both
0.020
(acres)

A23
road
P
Non -Tidal Freshwater Marsh
WAD
No
Both
0.070
(acres)
A23
road
T
Non -Tidal Freshwater Marsh
WAD
No
Both
0.110
(acres)
A23
road
P
Non -Tidal Freshwater Marsh
WAD
No
Both
0.010
(acres)
A23
road
T
Non -Tidal Freshwater Marsh
WAD
No
Both
0.010
(acres)
A23
road
T
Non -Tidal Freshwater Marsh
WAD
No
Both
0.050
(acres)
A24
road
T
Non -Tidal Freshwater Marsh
WAD
No
Both
0.020
(acres)
B5
road
T
Non -Tidal Freshwater Marsh
WAI
No
Both
0.010
(acres)
B6
road
P
Non -Tidal Freshwater Marsh
WAJ
No
Both
0.060
(acres)
B6
road
T
Non -Tidal Freshwater Marsh
WAJ
No
Both
0.010
(acres)
B6
road
P
Non -Tidal Freshwater Marsh
WAJ
No
Both
0.010
(acres)
B6
road
T
Non -Tidal Freshwater Marsh
WAJ
No
Both
0.010
(acres)
B10
road
P
Seep
WAN
No
Both
0.030
(acres)
B12
road
P
Seep
WAO
No
Both
0.080
(acres)
B12
road
T
Seep
WAO
No
Both
0.010
(acres)
B12
road
T
Seep
WAO
No
Both
0.010
(acres)
B15
road
P
Seep
WAQ
Yes
Both
0.040
(acres)
B15
road
P
Seep
WAQ
Yes
Both
0.020
(acres)
B15
road
T
Seep
WAQ
Yes
Both
0.010
(acres)
B19
road
P
Headwater Forest
WAX
Yes
Both
0.010
(acres)
B19
road
T
Headwater Forest
WAX
Yes
Both
0.010
(acres)
B19
road
P
Headwater Forest
WAX
Yes
Both
0.010
(acres)
B21
road
P
Non -Tidal Freshwater Marsh
WAY
No
Both
0.040
(acres)
B21
road
P
Non -Tidal Freshwater Marsh
WAZ
No
Both
0.020
(acres)
C1
road
P
Headwater Forest
WBB
Yes
Both
0.010
(acres)
C1
road
T
Headwater Forest
WBB
Yes
Both
0.010
(acres)
C7
road
P
Non -Tidal Freshwater Marsh
WBV
No
Both
0.010
(acres)
C7
road
T
Non -Tidal Freshwater Marsh
WBV
No
Both
0.010
(acres)
C7
road
T
Non -Tidal Freshwater Marsh
WBV
No
Both
0.020
(acres)
C22
road
P
Headwater Forest
WBR
Yes
Both
0.070
(acres)
C22
road
P
Headwater Forest
WBR
Yes
Both
0.010
(acres)
C22
road
T
Headwater Forest
WBR
Yes
Both
0.010
(acres)

2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.420
0.750
2g. Total Wetland Impact
1.170
2h.Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
soil
2i. Comments:
Accurate volumes of fill are not available however coarse estimates could be generated if needed for permanent fills if requested.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
S1
Al culvert
Permanent
Culvert
SE UT Talullah Creek
Intermittent
Both
5
Average (feet)
39
(linear feet)
S2
Al culvert
Temporary
Culvert
SE UT Talullah Creek
Intermittent
Both
5
Average (feet)
20
(linear feet)
S3 I
Al culvert
Permanent
Culvert
SE UT Talullah Creek
Intermittent
Both
5
Average (feet)
24
(linear feet)
S4
Al rip rap
Permanent
Bank Stabilization
Talullah Creek
Perennial
Both
30
Average (feet)
12
(linear feet)
S5
Al rip rap
Temporary
Dewatering
Talullah Creek
Perennial
Both
30
Average (feet)
20
(linear feet)
S6
A2 rip rap
Permanent
Bank Stabilization
Tallulah Creek
Perennial
Both
30
Average (feet)
30
(linear feet)
S7
A3 rip rap
Permanent
Bank Stabilization
Tallulah Creek
Perennial
Both
30
Average (feet)
26
(linear feet)
S8
A3 rip rap
Temporary
Dewatering
Tallulah Creek
Perennial
Both
30
Average (feet)
15
(linear feet)
S9
A4 pipe outlet
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
20
Average (feet)
18
(linear feet)
Si0
A4 pipe outlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
20
Average (feet)
20
(linear feet)
Si1
A4 pipe outlet
Permanent
Rip Rap Fill
SG UT Sweetwater Creek
Intermittent
Both
10
Average (feet)
18
(linear feet)
S12
A5 RCBC extension
Permanent
Culvert
Sweetwater Creek
Perennial
Both
20
Average (feet)
15
(linear feet)
S13
A5 culvert outlet
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
20
Average (feet)
48
(linear feet)
S14
A5 culvert outlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
20
Average (feet)
10
(linear feet)
S15
A5 RCBC extension
Permanent
Culvert
Sweetwater Creek
Perennial
Both
20
Average (feet)
44
(linear feet)
S16
A5 culvert inlet
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
20
Average (feet)
48
(linear feet)
S17
A5 bank stabilization
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
20
Average (feet)
93
(linear feet)
S18
A5 bank stabilization
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
20
Average (feet)
10
(linear feet)
S19
A6 culvert
Permanent
Culvert
SI UT Sweetwater Creek
Perennial
Both
5
Average (feet)
18
(linear feet)
S20
A6 pipe outlet
Permanent
Bank Stabilization
SI UT Sweetwater Creek
Perennial
Both
5
Average (feet)
56
(linear feet)
S21
A6 pipe outlet
Temporary
Dewatering
SI UT Sweetwater Creek
Perennial
Both
5
Average (feet)
8
(linear feet)
S22
A6 culvert
Permanent
Culvert
SI UT Sweetwater Creek
Perennial
Both
5
Average (feet)
14
(linear feet)
S23
A6 pipe inlet
Permanent
Bank Stabilization
SI UT Sweetwater Creek
Perennial
Both
5
Average (feet)
91
(linear feet)
S24
A6 pipe inlet
Temporary
Dewatering
SI UT Sweetwater Creek
Perennial
Both
5
Average (feet)
50
(linear feet)

S25
A7 pipe outlet
Permanent
Rip Rap Fill
SJ UT Sweetwater Creek
Intermittent
Both
2
Average (feet)
45
(linear feet)
S26
A7 pipe outlet
Temporary
Dewatering
SJ UT Sweetwater Creek
Intermittent
Both
2
Average (feet)
11
(linear feet)
S27
A8 culvert
Temporary
Dewatering
SK UT Sweetwater Creek
Intermittent
Both
1
Average (feet)
3
(linear feet)
S28
A8 pipe outlet
Permanent
Rip Rap Fill
SI UT Sweetwater Creek
Perennial
Both
5
Average (feet)
13
(linear feet)
S29
A8 pipe outlet
Temporary
Dewatering
SI UT Sweetwater Creek
Perennial
Both
5
Average (feet)
20
(linear feet)
S30
A9 base ditch
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
20
Average (feet)
20
(linear feet)
S31
A9 RCBC extension
Permanent
Culvert
Slaybacon Branch
Perennial
Both
7
Average (feet)
18
(linear feet)
S32
A9 culvert inlet
Permanent
Bank Stabilization
Slaybacon Branch
Perennial
Both
7
Average (feet)
22
(linear feet)
S33
A9 culvert inlet
Temporary
Dewatering
Slaybacon Branch
Perennial
Both
7
Average (feet)
91
(linear feet)
S34
A9 culvert outlet
Permanent
Bank Stabilization
Slaybacon Branch
Perennial
Both
7
Average (feet)
29
(linear feet)
S35
A9 culvert outlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
20
Average (feet)
37
(linear feet)
S36
A10 culvert outlet
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
15
Average (feet)
50
(linear feet)
S37
A10 culvert outlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
15
Average (feet)
10
(linear feet)
S38
A10 RCBC extension
Permanent
Culvert
Sweetwater Creek
Perennial
Both
15
Average (feet)
35
(linear feet)
S39
A10 culvert inlet
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
15
Average (feet)
32
(linear feet)
S40
A10 culvert inlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
15
Average (feet)
10
(linear feet)
S41
All drain
Temporary
Dewatering
SO UT Sweetwater Creek
Intermittent
Both
1
Average (feet)
10
(linear feet)
S42
Al2 pipe outlet
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
20
Average (feet)
12
(linear feet)
S43
Al2 pipe outlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
20
Average (feet)
18
(linear feet)
S44
Al2 RCP
Temporary
Dewatering
SO UT Sweetwater Creek
Intermittent
Both
1
Average (feet)
16
(linear feet)
S45
Al2 RCP
Temporary
Dewatering
SM UT Sweetwater Creek
Perennial
Both
2
Average (feet)
20
(linear feet)
S46
Al2 RCP
Temporary
Dewatering
SN UT Sweetwater Creek
Intermittent
Both
2
Average (feet)
53
(linear feet)
S47
A13 pipe outlet
Permanent
Rip Rap Fill
Pigpen Branch
Perennial
Both
6
Average (feet)
39
(linear feet)
S48
A13 pipe outlet
Temporary
Dewatering
Pigpen Branch
Perennial
Both
6
Average (feet)
10
(linear feet)
S49
A13 pipe
Permanent
Culvert
Pigpen Branch
Perennial
Both
6
Average (feet)
10
(linear feet)
S50
A13 pipe
Permanent
Culvert
Pigpen Branch
Perennial
Both
6
Average (feet)
32
(linear feet)
S51
A13 pipe inlet
Permanent
Bank Stabilization
Pigpen Branch
Perennial
Both
6
Average (feet)
42
(linear feet)
S52
A13 pipe inlet
Temporary
Dewatering
Pigpen Branch
Perennial
Both
6
Average (feet)
10
(linear feet)
S53
A15 pipe outlet
Permanent
Bank Stabilization
Harwood Branch
Perennial
Both
5
Average (feet)
32
(linear feet)
S54
A15 pipe outlet
Temporary
Dewatering
Harwood Branch
Perennial
Both
5
Average (feet)
10
(linear feet)
S55
A15 pipe
Permanent
Culvert
Harwood Branch
Perennial
Both
5
Average (feet)
3
(linear feet)

S56
A15 pipe
Permanent
Culvert
Harwood Branch
Perennial
Both
5
Average (feet)
11
(linear feet)
S57
A15 pipe inlet
Permanent
Bank Stabilization
Harwood Branch
Perennial
Both
5
Average (feet)
27
(linear feet)
S58
A15 pipe inlet
Temporary
Dewatering
Harwood Branch
Perennial
Both
5
Average (feet)
16
(linear feet)
S59
A17 pipe outlet
Permanent
Rip Rap Fill
SR UT Sweetwater Creek
Perennial
Both
3
Average (feet)
24
(linear feet)
S60
A17 pipe outlet
Temporary
Dewatering
SR UT Sweetwater Creek
Perennial
Both
3
Average (feet)
11
(linear feet)
S61
A17 culvert
Permanent
Culvert
SR UT Sweetwater Creek
Perennial
Both
3
Average (feet)
18
(linear feet)
S62
A17 culvert
Permanent
Culvert
SR UT Sweetwater Creek
Perennial
Both
3
Average (feet)
6
(linear feet)
S63
A17 pipe inlet
Permanent
Rip Rap Fill
SR UT Sweetwater Creek
Perennial
Both
3
Average (feet)
38
(linear feet)
S64
A17 pipe inlet
Temporary
Dewatering
SR UT Sweetwater Creek
Perennial
Both
3
Average (feet)
5
(linear feet)
S65
A17 pipe inlet
Permanent
Rip Rap Fill
SS UT Sweetwater Creek
Intermittent
Both
2
Average (feet)
24
(linear feet)
S66
A17 pipe inlet
Temporary
Dewatering
SS UT Sweetwater Creek
Intermittent
Both
2
Average (feet)
11
(linear feet)
S67
A19 pipe outlet
Permanent
Rip Rap Fill
ST UT Sweetwater Creek
Perennial
Both
4
Average (feet)
18
(linear feet)
S68
A19 pipe outlet
Temporary
Dewatering
ST UT Sweetwater Creek
Perennial
Both
4
Average (feet)
14
(linear feet)
S69
A19 pipe
Permanent
Culvert
ST UT Sweetwater Creek
Perennial
Both
4
Average (feet)
25
(linear feet)
S70
A19 pipe inlet
Permanent
Rip Rap Fill
ST UT Sweetwater Creek
Perennial
Both
4
Average (feet)
41
(linear feet)
S71
A19 pipe inlet
Temporary
Dewatering
ST UT Sweetwater Creek
Perennial
Both
4
Average (feet)
9
(linear feet)
S72
A19 pipe inlet
Permanent
Rip Rap Fill
SU UT Sweetwater Creek
Perennial
Both
3
Average (feet)
23
(linear feet)
S73
A19 pipe inlet
Temporary
Rip Rap Fill
SU UT Sweetwater Creek
Perennial
Both
3
Average (feet)
87
(linear feet)
S74
A20 pipe outlet
Permanent
Rip Rap Fill
SV UT Sweetwater Creek
Intermittent
Both
4
Average (feet)
25
(linear feet)
S75
A20 pipe outlet
Temporary
Dewatering
SV UT Sweetwater Creek
Intermittent
Both
4
Average (feet)
13
(linear feet)
S76
A20 pipe
Permanent
Culvert
SV UT Sweetwater Creek
Intermittent
Both
4
Average (feet)
23
(linear feet)
S77
A20 pipe
Temporary
Dewatering
SV UT Sweetwater Creek
Intermittent
Both
4
Average (feet)
8
(linear feet)
S78
A21 stabilization
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
15
Average (feet)
62
(linear feet)
S79
A21 culvert outlet
Permanent
Rip Rap Fill
Sweetwater Creek
Perennial
Both
15
Average (feet)
64
(linear feet)
$81)
A21 culvert outlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
15
Average (feet)
105
(linear feet)
S81
A21 RCBC
Permanent
Culvert
Sweetwater Creek
Perennial
Both
15
Average (feet)
10
(linear feet)
S82
A21 RCBC
Permanent
Culvert
Sweetwater Creek
Perennial
Both
15
Average (feet)
10
(linear feet)
883
A21 culvert inlet
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
15
Average (feet)
68
(linear feet)
S84
A21 culvert inlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
15
Average (feet)
10
(linear feet)
S85
A21
Temporary
Dewatering
SW UT Sweetwater Creek
Intermittent
Both
2
Average (feet)
11
(linear feet)
S86
A22 pipe outlet
Permanent
Rip Rap Fill
SX UT Sweetwater Creek
Perennial
Both
4
Average (feet)
21
(linear feet)

S87
A22 pipe outlet
Temporary
Dewatering
SX UT Sweetwater Creek
Perennial
Both
4
Average (feet)
11
(linear feet)
S88
A22 pipe
Permanent
Culvert
SX UT Sweetwater Creek
Perennial
Both
4
Average (feet)
25
(linear feet)
S89
A23 culvert outlet
Permanent
Rip Rap Fill
Beech Creek
Perennial
Both
12
Average (feet)
27
(linear feet)
S90
A23 culvert outlet
Temporary
Dewatering
Beech Creek
Perennial
Both
12
Average (feet)
14
(linear feet)
S91
A23 RCBC
Permanent
Culvert
Beech Creek
Perennial
Both
12
Average (feet)
6
(linear feet)
S92
A23 RCBC
Permanent
Culvert
Beech Creek
Perennial
Both
12
Average (feet)
6
(linear feet)
S93
A23 inlet
Permanent
Bank Stabilization
Beech Creek
Perennial
Both
12
Average (feet)
66
(linear feet)
S94
A23 inlet
Temporary
Dewatering
Beech Creek
Perennial
Both
12
Average (feet)
62
(linear feet)
S95
B2 inlet
Permanent
Rip Rap Fill
SY UT Sweetwater Creek
Perennial
Both
2
Average (feet)
4
(linear feet)
S96
L
B2 inlet
Temporary
Dewatering
SY UT Sweetwater Creek
Perennial
Both
2
Average (feet)
14
(linear feet)
S97
B2 outlet
Permanent
Rip Rap Fill
SY UT Sweetwater Creek
Perennial
Both
2
Average (feet)
15
(linear feet)
S98
B2 stabilization
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
10
Average (feet)
17
(linear feet)
S99
B2 stabilization
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
10
Average (feet)
20
(linear feet)
S100
B3 pipe inlet
Temporary
Dewatering
SZ UT Sweetwater Creek
Perennial
Both
3
Average (feet)
22
(linear feet)
S101
B3 pipe outlet
Permanent
Rip Rap Fill
SZ UT Sweetwater Creek
Perennial
Both
3
Average (feet)
16
(linear feet)
S102
B3 pipe outlet
Temporary
Dewatering
SZ UT Sweetwater Creek
Perennial
Both
3
Average (feet)
16
(linear feet)
S103
B4 pipe
Permanent
Culvert
SAA UT Sweetwater Creek
Perennial
Both
2
Average (feet)
12
(linear feet)
S104
B4 pipe outlet
Permanent
Bank Stabilization
SAA UT Sweetwater Creek
Perennial
Both
2
Average (feet)
8
(linear feet)
S105
B4 pipe outlet
Temporary
Dewatering
SAA UT Sweetwater Creek
Perennial
Both
2
Average (feet)
6
(linear feet)
S106
B7 pipe
Permanent
Culvert
SAB UT Sweetwater Creek
Perennial
Both
4
Average (feet)
6
(linear feet)
S107
B7 pipe inlet
Permanent
Bank Stabilization
SAB UT Sweetwater Creek
Perennial
Both
4
Average (feet)
15
(linear feet)
S198
B7 pipe inlet
Temporary
Dewatering
SAB UT Sweetwater Creek
Perennial
Both
4
Average (feet)
17
(linear feet)
S109
B7 stabilization
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
8
Average (feet)
13
(linear feet)
S110
B7 stabilization
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
8
Average (feet)
21
(linear feet)
S111
B8 easement
Temporary
Dewatering
SAC UT Sweetwater Creek
Intermittent
Both
2
Average (feet)
27
(linear feet)
S112
B8 stabilization
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
8
Average (feet)
17
(linear feet)
S113
B8 stabilization
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
8
Average (feet)
20
(linear feet)
S114
B9 culvert
Temporary
Dewatering
SAD UT Sweetwater Creek
Perennial
Both
6
Average (feet)
30
(linear feet)
S115
B9 road
Permanent
Fill
SAE UT Sweetwater Creek
Perennial
Both
2
Average (feet)
89
(linear feet)
S116
B9 culvert outlet
Permanent
Rip Rap Fill
SAD UT Sweetwater Creek
Perennial
Both
6
Average (feet)
20
(linear feet)
S117
B9 stabilization
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
8
Average (feet)
14
(linear feet)

S118
B9 stabilization
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
8
Average (feet)
7
(linear feet)
S119
B10 bank stabilization
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
8
Average (feet)
21
(linear feet)
S120
B11 stabilization
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
8
Average (feet)
58
(linear feet)
S121
B12 pipe inlet
Permanent
Culvert
SAF UT Sweetwater Creek
Perennial
Both
2
Average (feet)
14
(linear feet)
S122
B12 pipe inlet
Temporary
Culvert
SAF UT Sweetwater Creek
Perennial
Both
2
Average (feet)
5
(linear feet)
S123
B12 pipe outlet
Permanent
Rip Rap Fill
SAF UT Sweetwater Creek
Perennial
Both
2
Average (feet)
10
(linear feet)
S124
B12 pipe outlet
Temporary
Dewatering
SAF UT Sweetwater Creek
Perennial
Both
2
Average (feet)
6
(linear feet)
S125
B13 pipe inlet
Permanent
Rip Rap Fill
SAG UT Sweetwater Creek
Perennial
Both
3
Average (feet)
41
(linear feet)
S126
B13 pipe inlet
Temporary
Dewatering
SAG UT Sweetwater Creek
Perennial
Both
3
Average (feet)
55
(linear feet)
S127
B13 outlet
Permanent
Fill
SAG UT Sweetwater Creek
Perennial
Both
3
Average (feet)
2
(linear feet)
S128
B13 outlet
Permanent
Bank Stabilization
SAG UT Sweetwater Creek
Perennial
Both
3
Average (feet)
12
(linear feet)
S129
B13 outlet
Temporary
Dewatering
SAG UT Sweetwater Creek
Perennial
Both
3
Average (feet)
10
(linear feet)
S130
B14 culvert
Permanent
Culvert
Sweetwater Creek
Perennial
Both
5
Average (feet)
53
(linear feet)
S131
B14 stabilization
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
5
Average (feet)
68
(linear feet)
S132
B14 dewater
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
5
Average (feet)
9
(linear feet)
S133
B14 culverts/stabilization
Permanent
Bank Stabilization
SAJ UT Sweetwater Creek
Perennial
Both
3
Average (feet)
22
(linear feet)
S134
B14 stabilization
Temporary
Dewatering
SAJ UT Sweetwater Creek
Perennial
Both
3
Average (feet)
26
(linear feet)
S135
B14 culvert outlet
Permanent
Culvert
Sweetwater Creek
Perennial
Both
5
Average (feet)
34
(linear feet)
S136
B14 culvert outlet
Permanent
Bank Stabilization
Sweetwater Creek
Perennial
Both
5
Average (feet)
37
(linear feet)
S137
B14 culvert outlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
5
Average (feet)
33
(linear feet)
S138
B15 culvert and channel
Permanent
Culvert
SAH UT Sweetwater Creek
Intermittent
Both
5
Average (feet)
127
(linear feet)
S139
B15 culvert and channel
Temporary
Dewatering
SAH UT Sweetwater Creek
Intermittent
Both
5
Average (feet)
25
(linear feet)
S140
B16 inlet
Permanent
Culvert
SAK UT Sweetwater Creek
Perennial
Both
3
Average (feet)
24
(linear feet)
S141
B16 inlet
Temporary
Culvert
SAK UT Sweetwater Creek
Perennial
Both
3
Average (feet)
22
(linear feet)
S142
B16 outlet
Permanent
Rip Rap Fill
SAK UT Sweetwater Creek
Perennial
Both
3
Average (feet)
29
(linear feet)
S143
B16 outlet
Permanent
Bank Stabilization
SAK UT Sweetwater Creek
Perennial
Both
3
Average (feet)
10
(linear feet)
S144
B16 outlet
Temporary
Dewatering
SAK UT Sweetwater Creek
Perennial
Both
3
Average (feet)
10
(linear feet)
S145
B17 inlet
Temporary
Dewatering
SAM UT Sweetwater Creek
Perennial
Both
3
Average (feet)
31
(linear feet)
S146
B17 outlet
Permanent
Culvert
SAM UT Sweetwater Creek
Perennial
Both
3
Average (feet)
93
(linear feet)
S147
B17 outlet
Temporary
Dewatering
SAM UT Sweetwater Creek
Perennial
Both
3
Average (feet)
50
(linear feet)
S148
B18 inlet
Permanent
Fill
Stillhouse Branch
Perennial
Both
5
Average (feet)
14
(linear feet)

S149
B18 inlet
Temporary
Dewatering
Stillhouse Branch
Perennial
Both
5
Average (feet)
28
(linear feet)
S150
B18 outlet pipe
Permanent
Culvert
Stillhouse Branch
Perennial
Both
5
Average (feet)
10
(linear feet)
S151
B18 outlet pipe
Permanent
Bank Stabilization
Stillhouse Branch
Perennial
Both
5
Average (feet)
20
(linear feet)
S152
B18 outlet pipe
Temporary
Dewatering
Stillhouse Branch
Perennial
Both
5
Average (feet)
10
(linear feet)
S153
B19 pipe
Temporary
Dewatering
SED UT Sweetwater Creek
Intermittent
Both
3
Average (feet)
3
(linear feet)
S154
B19 stabilization
Permanent
Bank Stabilization
SAT UT Sweetwater Creek
Perennial
Both
3
Average (feet)
12
(linear feet)
S155
B19 stabilization
Temporary
Dewatering
SAT UT Sweetwater Creek
Perennial
Both
3
Average (feet)
23
(linear feet)
S156
B19 pipe
Permanent
Culvert
SAT UT Sweetwater Creek
Perennial
Both
3
Average (feet)
51
(linear feet)
S157
B19 pipe
Temporary
Dewatering
SAT UT Sweetwater Creek
Perennial
Both
3
Average (feet)
14
(linear feet)
S158
B21 inlet
Permanent
Culvert
Sweetwater Creek
Perennial
Both
4
Average (feet)
12
(linear feet)
S159
B21 inlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
4
Average (feet)
20
(linear feet)
S160
B21 outlet
Permanent
Culvert
Sweetwater Creek
Perennial
Both
4
Average (feet)
32
(linear feet)
S161
B21 outlet
Temporary
Dewatering
Sweetwater Creek
Perennial
Both
4
Average (feet)
18
(linear feet)
S162
B22 inlet
Permanent
Culvert
SAY UT Sweetwater Creek
Perennial
Both
3
Average (feet)
26
(linear feet)
S163
B22 outlet
Permanent
Culvert
SAY UT Sweetwater Creek
Perennial
Both
3
Average (feet)
35
(linear feet)
S164
822 outlet
Permanent
Bank Stabilization
SAY UT Sweetwater Creek
Perennial
Both
3
Average (feet)
12
(linear feet)
S165
B22 outlet
Temporary
Dewatering
SAY UT Sweetwater Creek
Perennial
Both
3
Average (feet)
11
(linear feet)
S166
B23 inlet
Temporary
Dewatering
SAX UT Sweetwater Creek
Perennial
Both
2
Average (feet)
11
(linear feet)
S167
B23 stabilization
Permanent
Bank Stabilization
SAX UT Sweetwater Creek
Perennial
Both
2
Average (feet)
16
(linear feet)
S168
B23 stabilization
Temporary
Dewatering
SAX UT Sweetwater Creek
Perennial
Both
2
Average (feet)
11
(linear feet)
S169
C1 pipe and ditch
Permanent
Culvert
SBB UT Cody Branch
Intermittent
Both
2
Average (feet)
38
(linear feet)
S170
C1 pipe and ditch
Temporary
Dewatering
SBB UT Cody Branch
Intermittent
Both
2
Average (feet)
54
(linear feet)
S171
C2 pipe inlet
Temporary
Dewatering
SBC UT Carver Branch
Perennial
Both
3
Average (feet)
69
(linear feet)
S172
C2 pipe outlet
Permanent
Culvert
SBC UT Carver Branch
Perennial
Both
3
Average (feet)
18
(linear feet)
S173
C2 pipe outlet
Temporary
Dewatering
SBC UT Carver Branch
Perennial
Both
3
Average (feet)
17
(linear feet)
S174
C3 pipe inlet
Temporary
Dewatering
Carver Branch
Perennial
Both
4
Average (feet)
16
(linear feet)
S175
C3 pipe outlet
Permanent
Rip Rap Fill
Carver Branch
Perennial
Both
4
Average (feet)
12
(linear feet)
S176
C3 pipe outlet
Temporary
Dewatering
Carver Branch
Perennial
Both
4
Average (feet)
20
(linear feet)
S177
C4 pipe inlet
Temporary
Dewatering
Johnson Gap Branch
Perennial
Both
3
Average (feet)
27
(linear feet)
S178
C4 pipe outlet
Permanent
Bank Stabilization
Johnson Gap Branch
Perennial
Both
3
Average (feet)
12
(linear feet)
S179
C4 pipe outlet
Temporary
Dewatering
Johnson Gap Branch
Perennial
Both
3
Average (feet)
24
(linear feet)

6180
C4 pipe outlet
Temporary
Dewatering
SEY UT Johnson Gap
Branch
Intermittent
Both
2
Average (feet)
18
(linear feet)
S181
C4 pipe outlet
Temporary
Dewatering
SEZ UT Johnson Gap Branch
Intermittent
Both
2
Average (feet)
24
(linear feet)
S182
C5 pipe outlet
Temporary
Dewatering
Johnson Gap Branch
Perennial
Both
3
Average (feet)
83
(linear feet)
S183
C6 roadway
Permanent
Fill
SEZ UT Johnson Gap Branch
Intermittent
Both
2
Average (feet)
43
(linear feet)
S184
C8 pipe inlet
Permanent
Culvert
Carver Branch
Perennial
Both
5
Average (feet)
22
(linear feet)
S185
C8 pipe inlet
Temporary
Dewatering
Carver Branch
Perennial
Both
5
Average (feet)
21
(linear feet)
S186
C8 pipe outlet
Permanent
Rip Rap Fill
Carver Branch
Perennial
Both
5
Average (feet)
47
(linear feet)
S187
C8 pipe outlet
Temporary
Dewatering
Carver Branch
Perennial
Both
5
Average (feet)
11
(linear feet)
5188
C9 pipe inlet
Permanent
Culvert
SBC UT Carver Branch
Perennial
Both
4
Average (feet)
50
(linear feet)
S189
C9 pipe inlet
Permanent
Bank Stabilization
SBC UT Carver Branch
Perennial
Both
4
Average (feet)
8
(linear feet)
S190
C9 pipe inlet
Temporary
Dewatering
SBC UT Carver Branch
Perennial
Both
4
Average (feet)
19
(linear feet)
$191
C9 pipe outlet
Permanent
Rip Rap Fill
SBC UT Carver Branch
Perennial
Both
4
Average (feet)
14
(linear feet)
S192
C9 pipe outlet
Temporary
Dewatering
SBC UT Carver Branch
Perennial
Both
4
Average (feet)
14
(linear feet)
S193
C10 pipe outlet
Permanent
Bank Stabilization
SBD UT Carver Branch
Perennial
Both
3
Average (feet)
23
(linear feet)
S194
C10 pipe outlet
Temporary
Dewatering
SBD UT Carver Branch
Perennial
Both
3
Average (feet)
26
(linear feet)
S195
C11 channel change
Permanent
Fill
SFT UT Carver Branch
Intermittent
Both
2
Average (feet)
4
(linear feet)
S196
C11 channel change
Temporary
Dewatering
SFT UT Carver Branch
Intermittent
Both
2
Average (feet)
16
(linear feet)
S197
C11 channel change
Permanent
Relocation
SFP UT Carver Branch
Perennial
Both
5
Average (feet)
288
(linear feet)
S198
C11 channel change
Temporary
Dewatering
SFP UT Carver Branch
Perennial
Both
5
Average (feet)
29
(linear feet)
$199
C11 pipe inlet
Permanent
Culvert
SFH UT Carver Branch
Perennial
Both
5
Average (feet)
37
(linear feet)
S200
C11 pipe inlet
Permanent
Bank Stabilization
SFH UT Carver Branch
Perennial
Both
5
Average (feet)
20
(linear feet)
S201
C11 pipe inlet
Temporary
Dewatering
SFH UT Carver Branch
Perennial
Both
5
Average (feet)
38
(linear feet)
S202
C11 pipe and channel change
Permanent
Culvert
SFH UT Carver Branch
Perennial
Both
5
Average (feet)
240
(linear feet)
S203
C11 pipe and channel change
Temporary
Dewatering
SFH UT Carver Branch
Perennial
Both
5
Average (feet)
16
(linear feet)
S204
C12 roadway
Permanent
Rip Rap Fill
SFM UT Carver Branch
Intermittent
Both
3
Average (feet)
191
(linear feet)
S205
C12 roadway
Permanent
Rip Rap Fill
SFM UT Carver Branch
Intermittent
Both
3
Average (feet)
16
(linear feet)
S206
C12 roadway
Temporary
Dewatering
SFM UT Carver Branch
Intermittent
Both
3
Average (feet)
8
(linear feet)
S207
C13 roadway
Permanent
Fill
SFN UT Carver Branch
Intermittent
Both
3
Average (feet)
72
(linear feet)
S208
C13 roadway
Temporary
Dewatering
SFN UT Carver Branch
Intermittent
Both
3
Average (feet)
15
(linear feet)
S209
C14 RCBC inlet
Temporary
Dewatering
Carver Branch
Perennial
Both
6
Average (feet)
19
(linear feet)
S210
C14 RCBC outlet
Permanent
Culvert
Carver Branch
Perennial
Both
6
Average (feet)
84
(linear feet)

S211
C14 RCBC outlet
Temporary
Dewatering
Carver Branch
Perennial
Both
6
Average (feet)
20
(linear feet)
S212
C15 stream restore
Temporary
Dewatering
SBJ UT Carver Branch
Perennial
Both
4
Average (feet)
20
(linear feet)
S213
C15 pipe
Permanent
Culvert
SBJ UT Carver Branch
Perennial
Both
4
Average (feet)
67
(linear feet)
S214
C16 pipe inlet
Temporary
Dewatering
SBN UT Carver Branch
Perennial
Both
3
Average (feet)
22
(linear feet)
S215
C17 easement
Temporary
Dewatering
SBP UT Carver Branch
Intermittent
Both
2
Average (feet)
21
(linear feet)
S216
C17 bench
Permanent
Fill
SBO UT Carver Branch
Intermittent
Both
2
Average (feet)
6
(linear feet)
S217
C17 bench
Temporary
Dewatering
SBO UT Carver Branch
Intermittent
Both
3
Average (feet)
419
(linear feet)
S218
C17 bench
Temporary
Dewatering
Carver Branch
Perennial
Both
6
Average (feet)
50
(linear feet)
S219
C18 ditch outlet
Temporary
Dewatering
Edwards Branch
Perennial
Both
3
Average (feet)
16
(linear feet)
S220
C19 pipe and channel
change
Permanent
Culvert
SBV UT Edwards Branch
Perennial
Both
3
Average (feet)
67
(linear feet)
S221
C19 pipe and channel
change
Permanent
Relocation
SBV UT Edwards Branch
Perennial
Both
3
Average (feet)
77
(linear feet)
5222
C19 pipe and channel
change
Temporary
Dewatering
SBV UT Edwards Branch
Perennial
Both
3
Average (feet)
42
(linear feet)
S223
C20 RCBC
Permanent
Bank Stabilization
Carver Branch
Perennial
Both
6
Average (feet)
50
(linear feet)
S224
C20 RCBC
Temporary
Dewatering
Carver Branch
Perennial
Both
6
Average (feet)
20
(linear feet)
S225
C21 RCBC inlet
Permanent
Culvert
Edwards Branch
Perennial
Both
3
Average (feet)
30
(linear feet)
S226
C21 RCBC inlet
Permanent
Bank Stabilization
Edwards Branch
Perennial
Both
3
Average (feet)
24
(linear feet)
S227
C21 RCBC inlet
Temporary
Dewatering
Edwards Branch
Perennial
Both
3
Average (feet)
3
(linear feet)
S228
C21 RCBC outlet
Permanent
Bank Stabilization
Edwards Branch
Perennial
Both
3
Average (feet)
10
(linear feet)
S229
C21 bench
Permanent
Bank Stabilization
Carver Branch
Perennial
Both
6
Average (feet)
23
(linear feet)
S230
C21 bench
Temporary
Dewatering
Carver Branch
Perennial
Both
6
Average (feet)
20
(linear feet)
S231
C22 roadway and channel
change
Permanent
Fill
SCB UT Stecoah Creek
Perennial
Both
2
Average (feet)
209
(linear feet)
S232
C22 roadway and channel
change
Temporary
Dewatering
SCB UT Stecoah Creek
Perennial
Both
2
Average (feet)
12
(linear feet)
S233
C22 bank stabilization
Permanent
Bank Stabilization
Stecoah Creek
Perennial
Both
10
Average (feet)
31
(linear feet)
S234
C22 bank stabilization
Temporary
Dewatering
Stecoah Creek
Perennial
Both
10
Average (feet)
20
(linear feet)
S235
C24 channel change
Permanent
Relocation
SCD UT Stecoah Creek
Perennial
Both
3
Average (feet)
226
(linear feet)
S236
C24 channel change
Temporary
Dewatering
SCD UT Stecoah Creek
Perennial
Both
3
Average (feet)
66
(linear feet)
S237
C25 bench
Temporary
Dewatering
Stecoah Creek
Perennial
Both
15
Average (feet)
361
(linear feet)
S238
C26 stabilization
Permanent
Bank Stabilization
Stecoah Creek
Perennial
Both
15
Average (feet)
31
(linear feet)
S239
C26 stabilization
Temporary
Dewatering
Stecoah Creek
Perennial
Both
15
Average (feet)
31
(linear feet)
S240
C26 RCBC outlet
Permanent
Culvert
Stecoah Creek
Perennial
Both
20
Average (feet)
35
(linear feet)
S241
C26 RCBC outlet
Permanent
Bank Stabilization
Stecoah Creek
Perennial
Both
20
Average (feet)
54
(linear feet)

S242
C26 RCBC outlet
Temporary
Dewatering
Stecoah Creek
Perennial
Both
20
Average (feet)
65
(linear feet)
S243
C27 pipe inlet
Permanent
Culvert
SDT UT Stecoah Creek
Perennial
Both
4
Average (feet)
43
(linear feet)
S244
C27 pipe inlet
Permanent
Bank Stabilization
SDT UT Stecoah Creek
Perennial
Both
4
Average (feet)
9
(linear feet)
S245
C27 pipe inlet
Temporary
Dewatering
SDT UT Stecoah Creek
Perennial
Both
4
Average (feet)
16
(linear feet)
S246
C27 pipe outlet
Permanent
Culvert
SDT UT Stecoah Creek
Perennial
Both
4
Average (feet)
91
(linear feet)
S247
C27 pipe outlet
Temporary
Dewatering
SDT UT Stecoah Creek
Perennial
Both
4
Average (feet)
11
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
5,118
3i. Total stream and ditch impacts:
8478
3i. Total cubic yard stream impacts: *
1570
3j. Comments:
This was an estimate based on 8478 feet of total impacts x 5 feet x 1 foot depth.
4. Open Water Impacts
3i. Total temporary stream impacts:
3,360
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Waterbody type
4f. Impact area
C23
roadway
P
unnamed pond
Fill
Pond
0.12
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
0.12
4g. Total cubic yard open water impacts: *
694
4h. Comments:
250 feet x 15 feet x 5 feet water depth.
E. Impact Justification and Mitigation
4g. Total permanent open water impacts:
0.12
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The project has went through 4C in merger and been designed to avoid impacts to the maximum extent practicable.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The work will be conducted in accordance with NCDOT best management practices for construction and with supervision by trained staff under the
delegated state stormwater program. Excavation will be avoided in flowing water.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank Payment to in -lieu fee program Permittee Responsible Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
Yes No

4b. Stream mitigation requested:
(linear feet)
3489
4c. If using stream mitigation, what is the stream temperature:
cold
4d. Buffer mitigation requested (DWR only): 4e. Riparian wetland mitigation requested:
(square feet) (acres)
none 1.14
4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested:
(acres) (acres)
0 0
4h. Comments
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
Yes No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
This project is not within a protected riparian buffer area.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes No
1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
lc. If you answered "yes" to the above, has the document review been finalized by the State Clearing House?*
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
This project is not adding through lanes that could add capacity or increasing access to existing undeveloped areas.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)

5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
Yes
What Federal Agency is involved?
FHWA
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5g(1). If yes, have you inspected the bridge for signs of bat use such as staining, guano, bats, etc.?
Yes No
If you answered "Yes" to 5g(1), did you discover any signs of bat use?
Yes No Unknown
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Site surveys and coordination with the USFWS Asheville office.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NMFS data.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The project has an MOA for cultural resource evaluation as design continues. There are eligible properties such as the Appalachian Trail that will be
affected by the project as well.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8b. If yes, explain how project meets FEMA requirements:
The project has proceeded through design in coordination with Floodplain management in accordance with NCDOTs MOA with FEMA.
Sc. What source(s) did you use to make the floodplain determination?*
Project hydraulic reports
Miscellaneous

Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
1 _A-0009C_I P_Appl ication_Cover. pdf
2_A-0009C_IP_1325298_prefiling form aknowledgement.pdf
3_A-0009CA_Permit Drawings_20211213.pdf
4_A-0009CB_Permit Drawings_20211213.pdf
5_A-0009CC_Permit Drawings_20211207.pdf
6_A-0009C_Final EA_8-26-20.pdf
7_A-0009C_FO N S I _fi n a I_S i g n ed. p d f
8_21-068 DOT A9 Concurrence Graham Co - Final.pdf
9_21-068_NCDOT_updated A9 Concurrence_GrahamCo.pdf
10_A0009C_EffectsSigned_Aug2020_pdf
11_A-0009C_Final_Programmatic Agreement_April 6 2021_allsigs.pdf
12_Accept_A-0009C_Div 14.pdf
A-0009C_PJD_forms signed.pdf
EBCI 401 for A-0009C_scan_garysnee_2021-12-14-09-13-03.pdf
EBCI 404 comments for A-0009C_scan_garysnee_2021-12-14-09-13-20.pdf
File must be PDF or KMZ
Comments
Signature
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By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• 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 have given true, accurate, and complete information on this form;
I agree that submission of this PCN 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 PCN form.
Full Name:
Dave McHenry
Signature
Date
12/16/2021