20181737 Ver 2_PCN Form Submission_20190730

DR
02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20181737
2
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Fayetteville Regional Office - [phone] Chad Turlington:eads\ccturlington
Information for Initial Review
1a. Name of project:
Line 448-449 Modernization Project
1a. Who is the Primary Contact?*
Tom Morris
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
7/30/2019
Nearest Body of Water
Great Coharie Creek, Little Coharie Creek
Basin
Cape Fear
Water Classification
C; SW
Site Coordinates
Latitude:
35.226315
A. Processing Information
County (or Counties) where the project is located:
Sampson
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.559654
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (Wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable venters, tidal Waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Permitted under NWP 12: SAW -2018-02342; DWR # 18-1737
1d. Type (a) of approval sought from the DWR:
rJ 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
12 - Utility Lines
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)rress
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r- Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r- No
Acceptance Letter Attachment
PNG Lines 448 and 449 DMS Conditional Acceptance revised.pdf 96.44KB
MRTF-2018-02342 PNG Line 448_449.pdf 410.67KB
PNG Lines 448 and 449 DMS Receipt.pdf 307.66KB
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner 17 Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
See Line List in Miscellaneous Attachments
2b. Deed book and page no.:
See Line List in Miscellaneous Attachments
2c. Responsible party:
Piedmont Natural Gas: Tom Morris
2d. Address
Street Address
4720 Piedmont Row Drive
Address Line 2
CKY
Charlotte
Festal / Zip Lode
28210
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
State / Rovince / Fbgbn
NC
Country
USA
2f. Fax Number:
r Yes r No
ryes r No

3a. Name:
Piedmont Natural Gas, Contact: Tom Morris
3b. Business Name:
Piedmont Natural Gas
3c.Address
Street Address
4720 Piedmont Row Drive
Address line 2
aty
Charlotte
Postal / Zip Cade
28210
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
State / Frwince / Ff gm
NC
Country
USA
3e. Fax Number:
C. Project Information and Prior Project History -
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/town:
Clinton, NC
2. Project Identification
2a. Property Identification Number:
See Line List
2c. Project Address
Street Address
1004-1026 Union Grove Church Road - project northern start location
Address Line 2
CKY
Dunn
Postal / Zip Cade
28334
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Great Coharie Creek, Little Coharie Creek
3b. Water Resources Classification of nearest receiving water:*
C; Sw
3c. What river basin(s) is your project located in?*
Cape Fear
2b. Property size:
See Line List
State / FFwince / fagm
NC
Country
USA
3d. Please provide the 12 -digit HUC in which the project is located.
030300060104,030300060105,030300060301,030300060302,030300060303,030300060304,
030300060202,030300060405,030300060406
4. Project Description and History
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:*

Piedmont Natural Gas is proposing to construct and operate two natural gas pipelines to replace portions of Lines 37 and 38 on their existing natural gas system, located in Sampson
County, North Carolina. The Project includes:
> Line 448
– Installation of approximately 21.8 miles of 12 -inch diameter steel pipeline
– Installation of new launcher and receiver at the beginning and end of the pipeline
– Installation of two new meter stations at the beginning and end of the pipeline
– Installation of four new regulator stations along the pipeline
– Installation of two new mainline valves along the pipeline
> Line 449
– Installation of approximately 9.8 miles of 6 -inch diameter steel pipeline
– Installation of new launcher and receiver at the beginning and end of the pipeline
– Installation of one new meter station
– Installation of two new regulator stations
– Installation of one new mainline valve
> Abandon and retire existing Lines 37 and 38 and associated equipment
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes O No O Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW -0000-00000).
SAW -2018-02342 and DWR # 18-1737
Project History Upload
eSAW-2018-02342 NWP_MFR.pdf
NCDENR_401_Approval_Letter_recvd20190424.pdf
2.15MB
6.22MB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Figure1.1-1_PNG_Line448_449_Topo_Overview 20190225.pdf 528.71 KB
Figure 1_PNG_Line448_449_Topographic_Series _24K_20190226.pdf 2.54MB
4e. Attach an 81/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Figure 1.1-4_PNG_Line448_449_Soil_Series_24K 20190226.pdf 2.65MB
4f. List the total estimated acreage of all existing wetlands on the property:
Line 448: 87.231 acres; Line 449: 15.555 acres - Total: 102.786 acres
4g. List the total estimated linear feet of all existing streams on the property:
Line 448: 22,966 ft; Line 449: 6,885 ft - Total: 29,851 ft (includes intermittent, perennial, and
jurisdictional ditches)
4h. Explain the purpose of the proposed project:*
The purpose of this Project is to modernize a portion of the Piedmont Natural Gas existing pipeline system. The Project will allowfor the removal from service and abandonment in-place
of approximately 31 miles of steel pipe. Piedmont Natural Gas risk analysis has prioritized the replacement of these aging facilities. In order to maintain existing natural gas
transportation service provided by Lines 37 and 38, approximately 21.8 miles of new 12 -inch diameter steel pipeline and 9.8 miles of new 6 -inch diameter steel transmission pipeline will
be installed. The proposed in-service date for the completed Project is Q4 2019.
NOTE—This resubmittal is to document two alignment changes proposed on Line 448. Minor alignment changes are proposed to the Line 448 construction footprint from the footprint
authorized under Nationwide Permit 12 (SAW -2018-02342) and 401 Permit (DWR # 18-1737). Piedmont is requesting approval to update the permit SAW -2018-02342 and DWR 18-
1737 authorizing the change to impact locations for two aquatic resources, W41A- 448 Wetland 41 and 448 Stream S17 (listed as S12 and S13 in the impacts table below). The
impacts table below has been updated to reflect the proposed changes for Wetland W41A and Stream S17 (S12 and S13 records in the impacts table below).
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Piedmont Natural Gas is proposing to construct and operate two natural gas pipelines to replace portions of Lines 37 and 38 on their existing natural gas system, located in Sampson
County, North Carolina. The Project includes:
> Line 448
– Installation below -ground of approximately 21.8 miles of 12 -inch diameter steel pipeline
– Installation above -ground of new launcher and receiver facilities at the beginning and end of the pipeline
– Installation above -ground of two new meter stations at the beginning and end of the pipeline
– Installation above -ground of four new regulator stations along the pipeline
– Installation above -ground of two new mainline valves along the pipeline
> Line 449
– Installation below -ground of approximately 9.8 miles of 6 -inch diameter steel pipeline
– Installation above -ground of new launcher and receiver facilities at the beginning and end of the pipeline
– Installation above -ground of one new meter station
– Installation above -ground of two new regulator stations
– Installation above -ground of one new mainline valve
> Abandon in-place and retire existing Lines 37 and 38 and associated equipment
Typical pipeline construction equipment will be used including trackhoe excavators, horizontal directional drill rigs, semi -truck haulers, pipeline stringing equipment, welding trucks, and
vehicles. Upon construction completion, project work areas will be restored to pre -construction contours and revegetated by applying appropriate seed mixes. Temporary work areas will
be returned to prior land uses. The permanent easement will be maintained (i.e., periodically mowed) in an herbaceous state for operations and safety. Across all wetlands and streams,
the permanently maintained right-of-way will be a maximum of 30 -feet -wide.
Following is a typical construction sequence for the Project:
1. Civil survey - Before the start of construction, land surveys will be completed, land or easement acquisitions will be finalized and the pipeline centerline and construction workspace
Wil be marked. The entirety of the construction workspace will be surveyed and staked. Existing utility lines and other sensitive resources, identified in easement agreements or by
federal and state agencies, will be located and marked to prevent accidental damage during pipeline construction.
2. Clearing Operations - Initial clearing operations will occur prior to construction of the Project and will include the removal of vegetation within the construction workspace either by
mechanical or hand cutting. The limits of clearing will be identified and flagged in the field prior to any clearing operations. In wetlands, trees and brush will either be cut with rubber -tired
and/or tracked equipment or hand -cut. Unless grading is required for safety reasons, wetland vegetation will be cut at ground level, leaving existing root systems intact. In uplands,
rootstock will be left in the temporary construction ROW wherever possible to encourage natural revegetation.
The cleared construction ROW will be kept to approved limits of construction to allow for spoil storage, equipment operation, staging, assembly of materials, and all other activities
required to safely construct the pipeline. Following clearing and before grading activities, erosion and sediment controls will be installed.

3. Pipeline Stringing, Bending and Assembly - Stringing involves transporting individual joints of pipe to the ROW by truck; the joints are typically placed along the proposed trenchline in
a single continuous line making them easily accessible to the construction personnel on the working side of the trench (opposite of the spoil side). This will allowthe subsequent lineup
and welding operations to proceed efficiently.
Pipe will be delivered to the Project site in straight sections. Field bending of the pipe will be required in some situations such as to allow the pipeline to cross drainages and follow the
natural grade and direction changes of the ROW. Selected joints will be field -bent by track -mounted hydraulic bending machines, as necessary, prior to line-up and welding.
Following stringing and bending, the joints of the pipe will be placed on temporary supports adjacent to the trenchline. The ends will be carefully aligned and welded together using
multiple passes, which will provide for a full penetration weld. Only qualified welders will be permitted to perform the welding. Welders will be qualified according to Piedmont
requirements and will adhere to applicable American Welding Society, American Society of Mechanical Engineers and American Petroleum Institute (API) Standards.
Following welding, the previously uncoated ends of the pipe at the weld joints will be epoxy coated. Coating at the joints and on the remainder of the completed pipe section will be
inspected visually and by using an electronic holiday (i.e., coating flaw) detector with the voltage calibrated for the type and thickness of coating; any damaged areas will be repaired.
4. Trench Excavation - A trench will be excavated to the proper depth to allow for the burial of the pipe. In general, the trench will be deep enough to provide for approximately three feet
of cover over the pipelines as required by 49 CFR Part 192 of the USDOT regulations. Deeper burial is required in specific areas such as road crossings, vwaterbody crossings, utility
ROW crossings, and other areas as necessary to maintain the integrity of the line. The excavated material will be temporarily placed next to the trench. The trench will be excavated by
a backhoe or ditching machine. Should it become necessary to remove water from the trench, it will be pumped to an off -ROW, stable, vegetated upland area (where practicable) and/or
filtered through a filter bag or siltation barrier.
5. Pipe Lowering, Padding and Backfilling - Prior to lowering in the pipe, the trench will be inspected to ensure that it is free of rocks and other debris that could damage the pipe or its
coating. After the trench is cleared of loose rock and debris and water pumped out, if necessary, the pipe will be lowered into the trench by lifting completed pipe sections off the
temporary supports and lowering them by using sideboom tractors. The pipe and trench will also be inspected to ensure that the pipe and trench configurations are compatible. In sandy
soils, the trench is shaped to support the pipe. In areas where the trench contains rock, a sand bedding is placed on the bottom of the trench, and/or pads made of sandbags and/or
clay are placed at regular intervals along the trench bottom to support the pipe. Once the sections of pipe are lowered -in, the tie-in crew makes the final welds in the trench. Additional
excavations, lowering in, lining up, welding, nondestructive weld inspection and coating the final welds, as needed, will be completed by a tie-in crew.
After the pipe is lowered into the trench, the trench will be backfilled. All suitable previously excavated material will be pushed back into the trench using bladed equipment or
excavators. In areas where excavated material is unsuitable for backfilling, additional select fill may be required. Where the previously excavated material contains large rocks or other
materials that could damage the pipe or its coating, screened fill (padding) will be placed around the pipe prior to backfilling. Screened fill materials will be generated from excavated
material and processed with a track mounted padding machine or a bucket screener on a trackhoe. In no case will topsoil be used as padding material. Once the pipe is padded, the
trench is then backfilled with suitable excavated subsoil material. The top of the trench may be slightly crowned to compensate for settling except for within paved areas, where standard
compaction methods will be employed. The topsoil is then spread across the graded construction ROW where applicable. The soil will be inspected for compaction, and scarified as
necessary.
6. Hydrostatic Testing - The entirety of the pipeline will be pressure tested prior to being placed into service in accordance with USDOT requirements to ensure its integrity for the
intended service and operating pressures. Any leaks detected will be repaired and the segment retested.
7. Clean-up and Restoration - After a segment of pipeline has been installed, backfilled, and successfully tested, the construction ROW and other disturbed areas will be finish -graded
and the construction debris will be removed and disposed of properly. To the degree possible, land contours will be restored to conform to adjacent areas. Permanent erosion and
sediment control measures, including diversion terraces (slope breakers), trench breakers, and revegetation will be implemented. In general, every effort will be made to complete final
cleanup (including final grading) and installation of permanent erosion control measures within 20 days after the trench is backfilled. These restoration activities will be completed in
residential areas within 10 days of backfilling. Fences will be restored or repaired as necessary. Private and public property such as fences, gates, driveways, and roads that have been
disturbed by the Project construction will be restored to original condition.
Revegetation will be completed in accordance with permit requirements and written recommendations on seed mixes, rates, and dates obtained from the local soil conservation authority
or other authorized agencies. The ROW will be seeded following final grading and as weather and soil conditions allow. Alternative seed mixes specifically requested by the landowner
or required by agencies will be used as required.
8. Road Crossings - Generally, boring is the preferred method to cross roadways. Boring entails drilling a horizontal shaft below the roadways through which the pipe will pass. First, a
vertical bore pit is excavated on one side of the roadway and a receiving pit excavated on the other. The bore pit is excavated to a depth equal to the depth of the bore hole and is
graded such that the bore will follow the grade of the pipe. A boring machine is lowered to the bottom of the bore pit and placed on supports. The machine drills a horizontal shaft under
the roadway using a cutting head mounted on an auger. After the pipe is installed the boring machine is removed and the pipe is tied -in to the pipeline.
9. Wetland Crossings - The Project will adhere to Federal and State permit requirements, including and not limited to, the General and Regional Conditions of the USACE 404 NWP 12
Permit regarding construction practices relating to wetlands within the construction workspace. Construction methods will minimize the extent and time that construction equipment
operates in wetland areas. When wetland soils are inundated or saturated to the surface, the pipeline trench will be excavated across the wetland by equipment supported on wooden
construction mats to minimize the disturbance to wetland soils. In wetlands that have firm substrates, and are unsaturated, the top 12 inches of wetland topsoil will be segregated to the
extent practicable. Pipe segments will be fully assembled prior to trench excavation.
10. Stream Crossings - Streams will be crossed using an open trench, dry -crossing method, or an HDD. As such, construction equipment will not contact flowing water in the channel.
Spoil removed during trenching will be stored away from the water's edge and protected by erosion and sediment containment structures. Where dry -crossing methods are employed,
temporary work areas will be required for assembly of the pipe strings and temporary spoil storage areas. The work area will be restricted to the minimum area necessary to safely
construct the waterbody crossing and accommodate any stockpile of excavated material from the trench. A description of dry -crossing methods commonly used are:
a. Dam -and -Pump: utilize the construction of temporary dams within the channel (i.e., sand bags or equivalent) to prevent sediment and/or other pollutants from entering the waterbody,
and sufficient pumps to maintain downstream flows. The pump intake will be screened to minimize entrainment of fish. Pumps will transport water in hoses across the construction
workspace and discharge flow back into the stream channel below the crossing location. The discharge rate will be monitored to prevent stream bank erosion.
b. Darn -and -Flume: utilize the construction of temporary dams within the channel (i.e., sand bags or equivalent) to prevent sediment and/or other pollutants from entering the waterbody,
and flumes (e.g., clean pipes, culverts, etc.) to maintain downstream flows. The flume intake elevation will be established at the dam structure. Flumes will transport water across the
construction workspace and discharge flow back into the stream channel below the crossing location. The discharge rate will be monitored to prevent stream bank erosion.
4j. Please upload project drawings for the proposed project.
Wetland_Map_Series_20190304.pdf 10.67MB
20190304 Line 448-COEE&SPermits_Optimized.pdf 89.55MB
20190301_Line 449-COEE&SPermits.pdf 10.42MB
20190729_Memo_USACE_DWR_Reroute and Minor Alignment Shift_ FINAL_reduced.pdf 4.42MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
0 Yes
r No
Comments:
The Project survey area consisted of a typical 150 -foot -wide survey corridor, a 50 -foot -wide corridor
centered on proposed access roads, and additional area to capture proposed facility site footprints;
for a survey area of 721.13 acres.
r Unknown

5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r NA
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Justin L. Miner, PWS and Thomas Malecki
Agency/Consultant Company: Mott MacDonald
Other:
5d1. Jurisdictional determination upload
Duke Wetland_Report_20190224_F INAL. pdf
6. Future Project Plans
136.2MB
6a. Is this a phased project?*
C Yes a No
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?
No other NWPs, regional general permits, or individual permits are intended to be used to authorize project or related activities. All project impacts are reported herein.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands A Streams -tributaries ❑ Buffers
I' Open Waters ❑ Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W. *
2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
W01
Excavation
T
Non -Tidal Freshwater Marsh
448 WETLAND 01 PEM
No
Both _]
0.411
(acres)
W01A
Clearing
T
Riverine Swamp Forest
448 WETLAND 01 PFO
Yes
Both
0.032
(acres)
W01A
Excavation/Clearing
P
Riverine Swamp Forest
448 WETLAND 01 PFO
Yes
Both
0.287
(acres)
W05
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 05 PFO
Yes
Both
0.037
(acres)
W05
Excavation/Clearing
P
Bottomland Hardwood For
448 WETLAND 05 PFO
Yes
Both
0.059
(acres)
W06
Excavation
T
Non -Tidal Freshwater Marsh
448 WETLAND 06 PEM
�N.
Both
0.071
(acres)
W06A
Clearing
T
Riverine Swamp Forest
448 WETLAND 06 PFO
Yes
Both
0.088
(acres)
W06A
Excavation/Clearing
P
Riverine Swamp Forest
448 WETLAND 06 PFO
Yes
Both
0.059
(acres)
W08
Clearing
T
Bottomland Hardwood Forest
448 WETLAND O8 PFO
Yes
Both
0.049
(acres)
08
Excavation/Clearing
P
Bottomland Hardwood Forest
448 WETLAND O8 PFO
Yes
Both
0.079
(acres)
10
Clearing
T
Pine Flat
448 WETLAND 10 PSS
Yes
Both
0.073
(acres)
W11A
Clearing
T
Pine Flat
448 WETLAND 11 PFO
Yes
Both
0.075
(acres)
W11A
Excavation/Clearing
P
Pine Flat
448 WETLAND 11 PFO
Yes
Both
0.139
(acres)
W12
Excavation
T
Pine Flat
448 WETLAND 12 PEM
No
Both
0.037
(acres)
12A
Clearing
T
Pine Flat
448 WETLAND 12 PFO
Yes
Both
0.053
(acres)

W12A
Excavation/Clearing
P
Pine Flat
448 WETLAND 12 PFO
Yes
Both
0.044
W13
Excavation/Clearing
P
Riverine Swamp Forest
448 WETLAND 13 PFO
Yes
Both
0.552
W14
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 14 PFO
Yes
Both
0.100
W14
Excavation/Clearing
P
Bottomland Hardwood Forest
448 WETLAND 14 PFO
Yes
Both
0.135
W15
Excavation
T
Pine Flat
448 WETLAND 15 PEM
No
Both
0.023
(acres)
W15A
Clearing
T
Pine Flat
448 WETLAND 15 PFO
Yes
Both
0.052
(acres)
W15A
Excavation/Clearing
P
Pine Flat
448 WETLAND 15 PFO
Yes
Both
0.059
(acres)
W17
Clearing
T
Riverine Swamp Forest
448 WETLAND 17 PFO
Yes
Both
0.365
(acres)
W17
Excavation/Clearing
P
Riverine Swamp Forest
448 WETLAND 17 PFO
Yes
Both
0.541
(acres)
W19
Clearing
T
Pine Flat
448 WETLAND 19 PEM
No
Both
1.949
(acres)
W19A
Clearing
T
Pine Flat
448 WETLAND 19 PFO
Yes
Both
0.829
(acres)
W19A
Excavation/Clearing
P
Pine Flat
448 WETLAND 19 PFO
Yes
Both
0.808
(acres)
W20
Excavation/Clearing
P
Riverine Swamp Forest
448 WETLAND 20 PFO
Yes
Both
0.211
(acres)
W21
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 21 PFO
Yes
Both
0.058
(acres)
W21
Excavation/Clearing
P
Bottomland Hardwood Forest
448 WETLAND 21 PFO
Yes
Both
0.087
(acres)
W22
Excavation
T
Non -Tidal Freshwater Marsh
448 WETLAND 22 PEM
No
Both
0.061
(acres)
W23
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 23 PFO
Yes
Both
0.059
W23
Excavation/Clearing
P
Bottomland Hardwood Forest
448 WETLAND 23 PFO
Yes
Both
0.082
W24A
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 24 PFO
Yes
Both
0.081
W24A
Excavation/Clearing
P
Bottomland Hardwood Forest
448 WETLAND 24 PFO
Yes
Both
0.077
W25
Excavation
T
Isolated Wetlands
448 WETLAND 25 PEM
No
Both
0.014
(acres)
W29
Excavation
T
Non -Tidal Freshwater Marsh
x448 WETLAND 29 PEM
No
Both
0.023
(acres)
W29A
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 29 PFO
Yes
Both
0.051
(acres)
W29A
Excavation/Clearing
P
Bottomland Hardwood Forest
448 WETLAND 29 PFO
Yes
Both
0.078
(acres)
W30
Excavation
T
Isolated Wetlands
448 WETLAND 30 PUB
No
Both
0.023
(acres)
W32
Excavation
T
Non -Tidal Freshwater Marsh
448 WETLAND 32 PEM
No
Both
0.070
(acres)
W33
Excavation
T
Non -Tidal Freshwater Marsh
448 WETLAND 33 PEM
No
Both
0.103
(acres)
W35
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 35 PFO
Yes
Both
0.241
(acres)
W35
Excavation/Clearing
P
Bottomland Hardwood Forest
448 WETLAND 35 PFO
Yes
Both
0.388
(saes)
W36A
Clearing
T
Pine Flat
448 WETLAND 36 PFO
Yes
Both
0.048
(ewes)
W36A
Excavation/Clearing
P
Pine Flat
448 WETLAND 36 PFO
Yes
Both
0.025
(acres)

W36B
Excavation/Clearing
T
Pine Flat
448 WETLAND 36b
No
Both
0.046
PEM
(acres)
W37A
Clearing
T
Pine Flat
448 WETLAND 37 PFO
Yes
Both
0.167
(acres)
W37A
Excavation/Clearing
P
Pine Flat
448 WETLAND 37 PFO
Yes
Both
0.180
(acres)
W38A
Clearing
T
Pine Flat
448 WETLAND 38 PSS
Yes
Both
0.054
(ewes)
W38A
Excavation/Clearing
P
Pine Flat
448 WETLAND 38 PSS
Yes
Both
0.058
(acre,)
W39A
Clearing
T
Pine Flat
448 WETLAND 39 PSS
Yes
Both
0.203
(acres)
W39A
Excavation/Clearing
P
Pine Flat
448 WETLAND 39 PSS
Yes
Both
0.201
(acres)
W40A
Clearing
T
Pine Flat
448 WETLAND 40 PSS
Yes
Both
0.108
(acres)
W40A
Excavation/Clearing
P
Pine Flat
448 WETLAND 40 PSS
Yes
Both
0.142
(acres)
W41
Excavation
T
Non -Tidal Freshwater Marsh
448 WETLAND 41 PEM
��Both
0.130
(acres)
W41A
Clearing
T
Riverine Swamp Forest
448 WETLAND 41 PFO
Yes
Both
1.418
(acres)
W41A
Excavation/Clearing
P
Riverine Swamp Forest
448 WETLAND 41 PFO
Yes
Both
2.138
(acres)
W44
Excavation
T
Pine Flat
449 WETLAND 44 PEM
No
Both
0.081
(acres)
W46
Clearing
T
Riverine Swamp Forest
449 WETLAND 46 PFO
Yes
Both
0.504
(acres)
W46
Excavation/Clearing
P
Riverine Swamp Forest
449 WETLAND 46 PFO
Yes
Both
0.271
(acres)
W47
Excavation
T
Non -Tidal Freshwater Marsh
449 WETLAND 47 PEM
No
Both
0.036
(acres)
W47A
Clearing
T
Riverine Swamp Forest
449 WETLAND 47 PFO
Yes
Both
0.345
(acres)
W47A
Excavation/Clearing
P
Riverine Swamp Forest
449 WETLAND 47 PFO
Yes
Both
0.282
(acres)
W48
Excavation
T
Seep
449 WETLAND 48 PEM
No
Both
0.035
W49
Excavation
T
Seep
449 WETLAND 49 PEM
No
Both
0.165
(acres)
W50
Excavation
T
Seep
449 WETLAND 50 PEM
Both
0.082
(acres)
W51
Excavation
T
Seep
449 WETLAND 51 PEM
No
Both
0.090
(acres)
W52
Clearing
T
Bottomland Hardwood Forest
449 WETLAND 52 PFO
Yes
Both
0.122
(acres)
W52
Excavation/Clearing
P
Bottomland Hardwood Forest
449 WETLAND 52 PFO
Yes
Both
0.177
(acres)
W53
Excavation
T
Non -Tidal Freshwater Marsh
449 WETLAND 53 PEM
Both
0.046
W55
Excavation
T
Non -Tidal Freshwater Marsh
449 WETLAND 55 PEM
Both
0.058
W55A
Clearing
T
Bottomland Hardwood Forest
449 WETLAND 55 PFO
Yes
Both
0.046
(acres)
W55A
Excavation/Clearing
P
Bottomland Hardwood Forest
449 WETLAND 55 PFO
Yes
Both
0.020
(acres)
W57
Excavation
T
Isolated Wetlands
449 WETLAND 57 PUB
�N.
Both
0.025
(acres)
W59
Excavation
T
Non -Tidal Freshwater Marsh
449 WETLAND 59 PEM
No
Both
0.002
(acres)
W59A
Clearing
T
Bottomland Hardwood Forest
449 WETLAND 59 PFO
Yes
Both
0.069
(acre)

W59A
Excavation/Clearing
P
Bottomland Hardwood Forest
449 WETLAND 59 PFO
Yes
Both
0.107
W60A
Clearing
T
Bottomland Hardwood Forest
449 WETLAND 60 PFO
Yes
Both
0.035
W60A
Excavation/Clearing
P
Bottomland Hardwood Forest
449 WETLAND 60 PFO
Yes
Both
0.025
W61
Excavation/Clearing
P
Riverine Swamp Forest
449 WETLAND 61 PFO
Yes
Both
0.030
W61
Clearing
T
Riverine Swamp Forest
449 WETLAND 61 PFO
Yes
Both
0.146
(acres)
W62
Excavation/Clearing
P
Riverine Swamp Forest
449 WETLAND 62 PFO
Yes
Both
0.706
(acres)
W62
Clearing
T
Riverine Swamp Forest
449 WETLAND 62 PFO
Yes
Both
0.537
(acres)
W63
Clearing
T
Pine Flat
449 WETLAND 63 PFO
Yes
Both
0.037
(acres)
W64
Excavation/Clearing
P
Hardwood Flat
449 WETLAND 64 PFO
Yes
Both
0.146
(acres)
W64
Clearing
T
Hardwood Flat
449 WETLAND 64 PFO
Yes
Both
0.115
(acres)
W67
Excavation/Clearing
P
Bottomland Hardwood Forest
449 WETLAND 67 PFO
Yes
Both
0.023
(acres)
W67
Clearing
T
Bottomland Hardwood Forest
449 WETLAND 67 PFO
Yes
Both
0.017
(acres)
W68
Clearing
P
Pine Flat
449 WETLAND 68 PFO
Yes
Both
0.117
(acres)
W11
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 11 PEM
Yes
Both
0.006
(acres)
W16
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 16 PEM
Yes
Both
0.010
(acres)
W24
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 24 PEM
Yes
Both
0.025
(acres)
W37
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 37 PEM
Yes
Both
0.077
W38
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 38 PEM
Yes
Both
0.028
W39
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 39 PEM
Yes
Both
0.108
W40
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 40 PEM
Yes
Both
0.022
W56
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
449 WETLAND 56 PEM
Yes
Both
0.017
(acres)
W58
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
449 WETLAND 58 PEM
Yes
Both
0.012
(acres)
W60
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
449 WETLAND 60 PEM
Yes
Both
0.023
(acres)
W69
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 69 PEM
Yes
Both
0.128
(acres)
W70
Excavation/Clearing
T
Non -Tidal Freshwater Marsh
448 WETLAND 70 PEM
Yes
Both
0.681
(acres)
W72
Clearing
T
Riverine Swamp Forest
449 WETLAND 72 PFO
Yes
Both
0.201
(acres)
W73
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 73 PFO
Yes
Both
0.006
(acres)
W74
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 74 PFO
Yes
Both
0.203
(acres)
W75
Clearing
T
Pine Flat
448 WETLAND 75 PFO
Yes
Both
0.045
(sacs)
W76
Clearing
T
Bottomland Hardwood Forest
448 WETLAND 76 PFO
Yes
Both
0.053
(ewes)
W76
Excavation/Clearing
P
Bottomland Hardwood Forest
448 WETLAND 76 PFO
Yes
Both
0.080
(acres)

Hardwood Forest 11448 WETLAND 77 PFO
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
11.499 8.413
2g. Total Wetland Impact
19.912
2h. Comments:
Wetlands within Managed Pine Flats were considered PFO wetlands - permanent conversion for Permanent Easement. Cutover Managed Pine Flats
were considered PSS wetlands - permanent conversion for Permanent Easement. The HDD latitude/longitude locations are provided in Table 2.4-1
attached to the Miscellaneous Section.
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
(?)
Jurisdiction*
length*
S1
Pipeline crossing
Temporary
Excavation
S03 - 448 STREAM 03
Perennial
Both
4
55
Average (feet)
(linear feet)
g2
Pipeline crossing
Temporary
Excavation
SO4 - 448 STREAM 04
Perennial
Both
4
51
Average (feet)
(linear feet)
S3
Pipeline crossing
Temporary
Excavation
SO5 - 448 STREAM 05
Perennial
Both
4
94
Average (feet)
(linearfeet)
S4
Pipeline crossing
P 9
Te ora
mP rY
Excavation
S07 - 448 STREAM 07
Intermittent
Both
18
124
Average (feet)
(linear feet)
S5
Pipeline crossing
Excavation
S08 - 448 STREAM 08
Intermittent
Both
8
52
Average (feet)
(ir�rfeet)
S6
Pipeline crossing
Temporary
Excavation
S09 - 448 STREAM 09
Intermittent
Both
4
780
Average (feet)
(Irefeet)
g7
Pipeline crossing
Temporary
Excavation
S10 - 448 STREAM 10
Intermittent
Both
6
61
Average (feet)
(ir�rfeet)
gg
Pipeline crossing
Temporary
Excavation
S12 - 448 STREAM 12
Perennial
Both
6
64
Average (feet)
(Ir�ear feet)
S9
Pipeline crossing
Temporary
Excavation
S13 - 448 STREAM 13
Perennial
Both
6
65
Average (feet)
(Ir�ear fed)
Fo
Pipeline crossing
Temporary
Excavation
S15 - 448 STREAM 15
Perennial
Both
20
54
Average (feet)
(linearfeet)
S11
Pipeline crossing
Temporary
Excavation
S16 - 448 STREAM 16
Intermittent
Both
8
105
Aver�e(feat)
(Irefeet)
S12
Pipeline crossing
Temporary
Excavation
S17 - 448 STREAM 17
Intermittent
Both
8Avera7e
78nearfe�)
(feet)
S13
Pipeline crossing
Temporary
Excavation
S17 - 448 STREAM 17
Intermittent
Both
8Average
O(li
(feet)
ear fed)
S74
Pipeline crossing
Temporary
Excavation
S19 - 448 STREAM 19
Perennial
Both
5Avararfe
5(3linearfeet)
(feet)
Sts
Pipeline crossing
Temporary
Excavation
S20 - 448 STREAM 20
Perennial
Both
4Average
5(Grrfe�)
(Feet)
Sts
Pipeline crossing
Temporary
Excavation
S21 - 448 STREAM 21
Perennial
Both
5
54
Average (feet)
(lir�earfeet)
S17
Pipeline crossing
Temporary
Excavation
S22 - 448 STREAM 22
Perennial
Both
6
58
Avarage (feet)
(linear feet)
F81
Pipeline crossing
Temporary
Excavation
S23 - 448 STREAM 23
Perennial
Both
3
52
Average (feet)
(Gr�rfeet)
F91
Pipeline crossing
Temporary
Excavation
S24 - 448 STREAM 24
Intermittent
Both
3
86
Average (feet)
(Gr�rfeet)
S20
Pipeline crossing
Temporary
Excavation
S26 - 448 STREAM 26
Intermittent
Both
3
289
Average (feet)
(linear feet)
F11
Pipeline crossing
Temporary
Excavation
S27 - 448 STREAM 27
Intermittent
Both
4
72
Average (feet)
(ir�rfeet)
S22
Pipeline crossing
Temporary
Excavation
S28 - 448 STREAM 28
Perennial
Both
4
56
Average (feet)
(ir�rfeet)
S23
Pipeline crossing
Temporary
Excavation
S29 - 448 STREAM 29
Intermittent
Both
3
51
Average (feet)
(Irxear feet)

S24
Pipeline crossing
Temporary
Excavation
S30 - 448 STREAM 30
Intermittent
Both
3
53
Average (feet)
(Gr�ear feet)
S25
Pipeline crossing
Temporary
Excavation
S31 - 448 STREAM 31
Perennial
Both
8Aver�e
59n�rfe�)
(feet)
�6�Plpeline
crossing
Temporary
Excavation
S33 - 448 STREAM 33
Perennial
Both
1Avera7e
6(lirrfe�)
(feed)
�7�Pipeline
crossing
Temporary
Excavation
S33B-448 STREAM 33b
Perennial
Both
1Av�age(Feet)
5(linearfe�)
3P8
Pipeline crossing
Temporary
Excavation
S34 - 448 STREAM 34
Intermittent
Both
4Average
192f)
(feet)
�9�
Pipeline crossing
Temporary
Excavation
S38 - 449 STREAM 38
Intermittent
Both
3Average
4(Rn�rfeet)
(feet)
�O�
Pipeline crossing
Temporary
Excavation
S39 - 449 STREAM 39
Perennial
Both
15
177
Average (feet)
(Rrx�rfeat)
S31
Pipeline crossing
Temporary
Excavation
S40 - 449 STREAM 40
Intermittent
Both
4
101
Average (feet)
(linear feet)
�2�Pipeline
crossing
Temporary
Excavation
S41 - 449 STREAM 41
Intermittent
Both
10
52
Average (feet)
(linear feet)
�3�Pipeline
crossing
Temporary
Excavation
S42 - 449 STREAM 42
Intermittent
Both
10
51
Average (feet)
(linear feet)
F4]�Pipeline
crossing 7
Temporary
Excavation
S43 - 449 STREAM 43
Intermittent
Both
10
52
Average (feet)
(linear fee[)
F51
Pipeline crossing 7
Terr�orary
Excavation
S44 - 449 STREAM 44
Perennial
Both
8
53
Average (feet)
Pinear feet)
F6]�Pipeline
crossing 7
Terr�orary
Excavation
S45 - 449 STREAM 45
Intermittent
Both
4
75
Average (feet)
(linear feet)
S37
Pipeline crossing 7
Temporary
Excavation
S46 - 449 STREAM 46
Perennial
Both
4
101
Average (feet)
linear feet)
S38
Pipeline crossing
Temporary
Excavation
S49 - 449 STREAM 49
Intermittent
Both
5
51
Average (feet)
linear feet)
S39
Pipeline crossing
Temporary
Excavation
S50 - 449 STREAM 50
Intermittent
Both
4
51
Aver�e(feet)
(lirt�feet)
S40
Pipeline crossing
Tengtorary
Excavation
S51 - 449 STREAM 51
Intermittent
Both
3
46
Aver�e(feet)
(kr>�rfeet)
S41
Pipeline crossing
Temporary
Excavation
S53 - 448 STREAM 53
Intermittent
Both
4
97
Aver�e(feet)
(hrx�feet)
S 2
Pipeline crossing
Temporary
Excavation
D07 - 448 DITCH 07
Jurisdictional Ditch
Both
8Aver�e
5(h
(feet)
x�rfe�)
S43
Pipeline crossing
Temporary
Excavation
D09 - 448 DITCH 09
Jurisdictional Ditch
Both
4Av�age
6
(fee)
in�rfe�)
S44
Pipeline crossing
P 9
Tem ora
P rY
Excavation
D10 - 448 DITCH 10
Jurisdictional Ditch
Both
4
50
Average (Feet)
(linear feet)
S45
Pipeline crossing
Temporary
Excavation
D11A- 448 DITCH 11 a
Jurisdictional Ditch
Both
5
56
Average (feet)
(linear feet)
S46
Pipeline crossing
Temporary
Excavation
D11B-448 DITCH 11
Jurisdictional Ditch
Both
3Average(feet)
53in�fe�)
S47
Pipeline crossing
Temporary
Excavation
D26C - 448 DITCH 26c
Jurisdictional Ditch
Both
3
227
Average (feet)
(linear feet)
F
Pipeline crossing
Temporary
Excavation
D32 - 448 DITCH 32
Jurisdictional Ditch
Both
5
202
Average (feet)
(linear feet)
F
Pipeline crossing
Temporary
Excavation
D33 - 448 DITCH 33
Jurisdictional Ditch
Both
5
126
Average (feet)
(linear feet)
S50
Pipeline crossing
Temporary
Excavation
D44 - 448 DITCH 44
Jurisdictional Ditch
Both
5
70
Average (feet)
(linear feet)
F11
Pipeline crossing
Temporary
Excavation
D46 - 448 DITCH 46
Jurisdictional Ditch
Both
4
126
Average (feet)
(linear feet)
F2]�Pipeline
crossing 7
Terr�orary
Excavation
D96 - 448 DITCH 96
Jurisdictional Ditch
Both
4
56
Aver�e(feet)
(irt�rfeet)
F3]�Pipeline
crossing 7
Tenporary
Excavation
D97 - 448 DITCH 97
Jurisdictional Ditch
Both
3
204
Aver�e(feet)
(linear feet)
S54
Pipeline crossing
Temporary
Excavation
D63 - 449 DITCH 63
Jurisdictional Ditch
Both
8
59
—]
Aver�e(feet)
(6rtear feet)

S55
Pipeline crossing
Temporary
Excavation
D64 - 449 DITCH 64
Jurisdictional Ditch
Both
8
155
Average (feet)
(Gr:ear feet)
�6�Plpellne
crossing
Temporary
Excavation
D71 -449 DITCH 71
Jurisdictional Ditch
Both
3Aver�e(feet)
SQinear
fed)
�7�Plpeline
crossing
Temporary
Excavation
D82 - 449 DITCH 82
Jurisdictional Ditch
Both
6Average
54i
(feed)
earfe�)
S58
Pipeline crossing
Temporary
Excavation
D86 - 449 DITCH 86
Jurisdictional Ditch
Both
4Av�age
5pir
(feet)
earfed)
S59
Pipeline crossing
Temporary
Excavation
D88 - 449 DITCH 88
Jurisdictional Ditch
Both
5Average
5(31ir
(feet)
earfeet)
S80
Pipeline crossing
Temporary
Excavation
D95 - 449 DITCH 95
Jurisdictional Ditch
Both
4
52
Average (feet)
(Grx�rfeet)
31. Total jurisdictional ditch impact in square feet:
8,195
3i. Total permanent stream impacts:
3i. Total stream and ditch impacts:
5559
31. Total temporary stream impacts:
5,559
3j. Comments:
Al intermittent and perennial streams, and all jurisdictional ditches, crossed by the Project have been included in the table above and the
Ag Resources and Impacts tab within the USACE ORM Upload Spreadsheet.
A PDF copy of the Stream Impact Table from the Delineation Report has been provided in the Miscellaneous Section to assist with cross-referencing
the ePCN automatic numbering (e.g., S1, S2, etc.) with the Project ID used in the map figures provided. The HDD latitude/longitude locations are
provided in Table 2.4-1 attached to the Miscellaneous Section.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The Project has been designed to be co -located with (adjacent to) the eAsting Line 37 and Line 38 permanent easement, to the extent practicable. To
the extent practicable, wetland and stream crossings have been designed to cross perpendicularly, minimizing the length of pipeline within aquatic
resources. Large wetland and stream systems are proposed to be crossed using HDD methods, thereby minimizing surface impacts (refer to Table
2.4-1 in Delineation Report). Above -ground facilities have been sited to avoid wetland and waterbody impacts. No permanent loss of wetlands or
waterbodies are expected to occur as a result of the project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Large wetland and stream systems are proposed to be crossed using HDD methods, thereby minimizing surface impacts (refer to Table 2.4-1 in
Delineation Report). Pipeline construction within wetlands and for stream crossings will be conducted in accordance with Best Management Practices
as identified within USACE General and Regional Conditions and within the FERC Wetland and Waterbody Construction and Mitigation Procedures.
The Project will implement erosion and sediment control measures identified in the Stormwater Management Plan. Upon construction completion,
project work areas will be restored to pre -construction contours and revegetated by applying appropriate seed mixes. Temporary work areas will be
returned to prior land uses. The permanent easement will be maintained (i.e., periodically mowed) as herbaceous cover for operations and safety. In
accordance with USACE Conditions and the FERC Wetland and Waterbody Procedures, reclamation will commence upon construction completion to
achieve site stabilization as soon as practicable after construction activities.
Wetland Crossings - The Project will adhere to Federal and State permit requirements, including and not limited to, the General and Regional
Conditions of the USACE 404 NWP 12 Permit regarding construction practices relating to wetlands within the construction workspace. Construction
methods will minimize the extent and time that construction equipment operates in wetland areas. When wetland soils are inundated or saturated to the
surface, the pipeline trench will be excavated across the wetland by equipment supported on wooden construction mats to minimize the disturbance to
wetland soils. In wetlands that have firm substrates, and are unsaturated, the top 12 inches of wetland topsoil will be segregated to the extent
practicable. Pipe segments will be fully assembled prior to trench excavation.
Stream Crossings - Streams will be crossed using an open trench, dry -crossing method, or an HDD. As such, construction equipment will not contact
flowing water in the channel. Spoil removed during trenching will be stored away from the water's edge and protected by erosion and sediment
containment structures. Where dry -crossing methods are employed, temporary work areas will be required for assembly of the pipe strings and
temporary spoil storage areas. The work area will be restricted to the minimum area necessary to safely construct the waterbody crossing and
accommodate any stockpile of excavated material from the trench. A description of dry -crossing methods commonly used are:
a. Darn -and -Pump: utilize the construction of temporary dams within the channel (i.e., sand bags or equivalent) to prevent sediment and/or other
pollutants from entering the w®terbody, and sufficient pumps to maintain downstream flows. The pump intake will be screened to minimize entrainment
of fish. Pumps will transport water in hoses across the construction workspace and discharge flow back into the stream channel below the crossing
location. The discharge rate will be monitored to prevent stream bank erosion.
b. Darn -and -Flume: utilize the construction of temporary dams within the channel (i.e., sand bags or equivalent) to prevent sediment and/or other
pollutants from entering the waterbody, and flumes (e.g., clean pipes, culverts, etc.) to maintain downstream flows. The flume intake elevation will be
established at the dam structure. Flumes will transport water across the construction workspace and discharge flow back into the stream channel
below the crossing location. The discharge rate will be monitored to prevent stream bank erosion.
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?
F Yes t No
2c. If yes, mitigation is required by (check all that apply):
[ DWR W Corps

2d. If yes, which mitigation option(s) will be used for this project?
r Mitigation bank V Payment to in -lieu fee r Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r Yes r No
4b. Stream mitigation requested:
0.0
4d. Buffer mitigation requested (DWR only):
(square feet)
0.0
4f. Non -riparian wetland mitigation requested:
(acres)
1.919
4c. If using stream mitigation, what is the stream temperature:
4e. Riparian wetland mitigation requested:
(acres)
6.542
4g. Coastal (tidal) wetland mitigation requested:
(acres)
0.0
4h. Comments
Mitigation ratio of 1:1 for impacts to PFO and PSS wetlands for permanent conversion to PEM (Permanent Easement vegetation maintenance).
Temporary impacts to wetlands and streams will be restored to pre-existing contours and reclaimed in accordance with General and Regional
Conditions. No permanent loss of wetland area is anticipated.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Project located within the Cape Fear watershed.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
NPDES Certificate of Coverage provided in the Miscellaneous Section.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r 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 (15ANCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
No future impacts anticipated.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor 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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
U.S. Fish and Wildlife Service, Information for Planning and Conservation (IPaC) online tool located: https://ecos.fvs.gov/ipac/ (Copy included in
Wetland Delineation Report, Appendix G)
Contact USFWS Raleigh Field Office
Consultation Documentation Upload
App G_IPAC_Species List_ Raleigh Ecological Services Field Office.pdf 218.97KB
20180605_Phone Call with USFWS.pdf 114.1 KB
Duke_HabitatAssessment_Report _FINAL _20190212.pdf 27.39MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Fisheries, Essential Fish Habitat Mapper located: https://www.habitat.noaa.gov/protection/efh/efhmapper/
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?*
r Yes r• No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Cultural Resources, Phase I report to be submitted when completed.
7c. Historic or Prehistoric Information Upload
NCSHPO_Received_20180821_ER 18-1589.pdf 126.44KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
Above -ground facilities have been sited to avoid FEMA 100 -year floodplains. All wrorkspace areas located within 100 -year floodplains will be restored
to pre-existing contours and revegetated with an appropriate seed mix. No alteration to flow pattern, profile, dimension, or volume is expected to result
from project construction or operation.
8c. What source(s) did you use to make the floodplain determination?*
FEMA National Flood Hazards Layer, dated October 9, 2018
Miscellaneous u
Comments

Property Owner Line List attached.
Stream Impact Table attached for cross-referencing Project ID's with ePCN auto -generated numbering.
Restoration Plan
HDD Table with Lat/Longs
"NOTE— The two alignment changes occur on Line 448. Minor changes proposed to the Line 448 construction footprint from the footprint authorized under Nationwide Permit 12
(SAW -2018-02342) and 401 Permit (DWR # 18-1737) are provided in the document below. The impact table above has been updated to reflect the Project alignment changes.
Piedmont is requesting approval to update the permit SAW -2018-02342 and DWR# 18-1737 authoriAng the change to impact locations for two aquatic resources, 448 Wetland 41 and
448 Stream S17. Impacts have been reduced from the authorized amount due to alignment changes. Please review the document below dated 20190729 for review of the proposed
Project changes.
Miscellaneous attachments not previously requested.
LINE 448 & LINE 449 - LINE LIST 12-19-2018.pdf
28.64KB
Stream Impact Table_20190228.pdf
13.92KB
RESTORATION PLAN.pdf
13.42KB
HDD LOCATIONS LAT-LONG.docx.pdf
8.48KB
20190729_Memo_USACE_DWR_Reroute and Minor Alignment Shift_FINAL_reduced.pdf
4.42MB
Line448_Certificate of Coverage.pdf
36.55KB
Line449_Certificate of Coverage.pdf
36.55KB
Signature
m By checking the box and signing below, I certify that:
• 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:
Justin L. Miner
Signature
C1 -1&117c -e WN�
Date
7/30/2019