Loading...
HomeMy WebLinkAbout20140957 Ver 2_Response to AddInfo3_20171104Dmirilan C-mrQy Servlcoa. Inc. 5" Uofihaion H*U*rant Glen Allen. VA 23M UamingnEnw@y.00m November 3, 2017 ELECTRONIC MAIL Jeff Poupart Water Quality Section North Carolina Department of EnvirorlrnetrtaI Qua]ity 1617 Mail Service Center Rmleigh, NC 27699-1617 ,1efP.Poupan(cr ncdenrgov Re. Atlantic Coast Pipeline — DWR Project #14-0957 v2 Resp -on se to Request For Additional In Formation 401 Water Quality Certification Review Dear Mr. Poupart: opm D omi nion pEner9yo Atlantic Coast Pipeline, LLC (Atlantic) is providing the enclosed responses to the request for additional information dated October 26, 2017, from the North Carolina Department of Environmental Quality (NCDEQ), Division of Water Resources (DivWon) on Atlantic's Water Quality Certification appiicaLion, The enclosed responses are in addition to responses provided on September 22 and 29, and Octaber 13, 2017. Each of the items requested by NCDEQ in the October 26, 2017 letter to Atlantic are listed followed by a response or updated infennation from Atlantic. In Follow-up cornmunication, Jennifer Burdette with NCDEQ communicated on October 27, 2017 that item 2.b. should indicate that Atlantic may propose open cut crossings instead of dry crossings ifsite conditions are inundated, instead of "dry„ site conditions, This information has been faotured into the enclosed response. Atlantic respect FuIIy requests that NCDEQ expedite its review of the application, Atlantic representatives arc available to discuss or review the enclosed materials at your earliest convenience. Pae 8e cantact Spencer TricheII at (904) 273-3472 or fencer.Tri+Yhpii dorninionenergyxom, if you have questions regarding this submittal, or desire to set a time to meet to discuss this submittal, Please direct written responses to; Richard B. Wrangle Dominion Energy Services, Inc. 5000 Dominion Boulevard Glen Allem, Virginia 23060 Novembu 3, 2017 Atlantic Const Pipeline NCDEQ information Request Response ince el Richard B. Ve EnvlronrnentaI Project Manager, Atlantic Coast Pipeline cc: Spencer Tri chelI {Dominion Energy) Jennifer Burdette {NCDEQ} Isnclosure Atlantic Coast Pipeline North Carolina Department of Environmental Quality Response to Information Request for 401 Water Quality Certification Dated October 26, 2017 November 3, 2017 Atlantic Coast Pipeline Response to NCDEQ Request for Additional information dated October 26, 2017: In the Division's September 14, 2017 letter, site-specific justification for not working in the dry and a crossing plan for each open cut crossings [sic] proposed was requested (l.b.i.). ACP's response on September 29th provided site-specific crossing plans for perennial crossings only and a general justification for not planning to work in the dry. The justification cited that dry crossings would require more time and more traffic within the adjacent wetland potentially leading to more compaction of wet soils and duration of time the waterbody and wetland are exposed to the disturbance. Additional measures to ensure the excavation is not exposed to flowing water would prevent sedimentation impacts that may impact downstream water quality well beyond the work area, which outweighs the additional time and traffic required within the work area. Additionally, a review of past natural gas pipeline projects previously certified and applications in review, some of which are located in areas also crossed by the proposed project and involve pipelines up to 30 inches in diameter, shows that they all comply with the requirement to complete stream crossings using a dry method. This includes crossing intermittent streams and streams within wetland areas. a. Change the crossing method of all stream crossings to a dry method. Provide an updated impact table reflecting which type of dry method will be used at each crossing. Atlantic Response: Atlantic has taken this requirement under consideration and will change the crossing methods indicated as open cut to either dam and pump or flume crossings as indicated on the revised impact table. The updated table is included as Attachment A. b. This office recommends the use of mats to avoid soil compaction within wetland areas. Atlantic Response: Atlantic has proposed the use of timber mats within wetlands from the beginning of the Project to avoid soil compaction. c. ACP may propose provisions to allow for the use of open cut method instead of work -in - the -dry methods for specific stream crossings that are dry at the start of construction and are expected to remain dry throughout completion of the pipeline installation and restoration. This will require approval by Division staff prior to beginning the individual crossings. Atlantic Response: Atlantic will seek provisions to use open cut methods of crossing rather than dry crossing methods where conditions at the time of the crossing are not feasible, or necessary (e.g., no flow, dry conditions), to implement a dry crossing. Atlantic will seek approval from Division staffprior to the beginning of the individual crossing. 2. In the Division's September 14, 2017 letter, this Office asked whether all the wetlands adjacent to stream crossings were actually inundated (1.b.2.). ACP's response on September 22"d stated that 11 stream/wetlandcrossingwere changed to a dry crossing method, but that 16ofthese crossings included adj acent wetlands with hydrology indicators that demonstrate inundation during the growing season or where photos indicate Atlantic Coast Pipeline North Carolina Department of Environmental Quality Response to Information Request for 401 Water Quality Certification Dated October 26, 2017 November 3, 2017 that standing water was present at the time of the field study. During our meeting on September 29th, Division staffpointed out that the data sheets provided did not reflect that the wetlands were inundated and photographs provided did not show inundated wetlands. InACP's October 13th clarification, ACP stated that most of these waterbodies are less than 20 feet in width and are not large enough to warrant the use of dry construction techniques, that it would be very difficult to achieve a dry ditch condition, and that additional workspace would be required. Again, other natural gas pipeline projects certified by the Division have been able to comply with the requirement to complete stream crossings using a dry method even when crossing streams within wetland areas. a. Change the crossing method of these 16 stream crossings to a dry method. Provide an updated impact table reflecting which type of dry method will be used at each crossing. Atlantic Response: Atlantic has taken this requirement under consideration and will change the crossing methods indicated as open cut to dam and pump or flume crossings as indicated on the revised impact table. The updated table is included as Attachment A. b. ACP may propose provisions to allow for the use of the open cut method instead of work- in -the -dry methods for specific crossings that are [inundated] at the start of construction and area expected to remain [inundated] throughout completion of the pipeline installation and restoration. This will require approval by Division staff prior to beginning the individual crossing. Atlantic Response: Atlantic will seek provisions to use open cut methods of crossing rather than dry crossing methods where conditions at the time of the crossing are not feasible (e.g., inundated wetlands conditions) to implement a dry crossing. Atlantic will seek approval from Division staffprior to the beginning of the individual crossing. 3. In your response to l.b.v. you state: "[s]tream crossings where the banks are deeply incised and narrow would be an example where a temporary bridge would not be used." In your response to 2 you state: "[i]nstances where streambanks are incised prior to construction, Atlantic would grade banks to a stable slope and taper the new contours into the adjacent, undisturbed conditions outside of the right-of-way as part of the restoration of streambanks." In your response provided on October 13 you state: "Atlantic does not anticipate crossing incised streams in North Carolina, and therefore Atlantic is not providing a typical drawing for incised stream restoration." a. Explain this discrepancy. Atlantic Response: Atlantic identified one crossing previously proposed as a conventional crossing (i.e., not a trenchless crossing) that was considered to be incised in North Carolina, the Neuse River. Atlantic has defined incised streams as those that are entrenched such that returning the natural grade to the stream banks is neither practical nor beneficial. The 2 Atlantic Coast Pipeline North Carolina Department of Environmental Quality Response to Information Request for 401 Water Quality Certification Dated October 26, 2017 November 3, 2017 Neuse River crossing method has been changed to a horizontal directional drill ("HDD'), thus restoration details of an incised stream are not relevant. The remaining crossings would be restored to original contours. The statement in the October 13, 2017 response should be relied upon for restoration details. b. If Atlantic is not crossing any incised streams in North Carolina, under what circumstances would a temporary bridge not be used? Atlantic Response: The proposed crossings of incised streams, as defined in the response to 3.a above will be completed using the HDD method. When this method is utilized, construction activities are typically limited to the workspace identified as entry and exit points and construction equipment is hauled around the waterbody so installing a bridge is not necessary. For streams crossed by means other than HDD a temporary bridge (stone over culvert, timber mat with center support, timber mat span, or span bridge) would be used. c. If Atlantic is not crossing any incised streams in North Carolina, under what circumstances would stream banks not be restored to preconstruction conditions? Atlantic Response: The proposed crossings of incised streams, as defined in the response to 3.a above will be completed using the HDD method. When this method is utilized, construction activities are typically limited to the workspace identified as entry and exit points. Atlantic will not disturb these incised stream banks and thus restoration will not be required. Where stream bank disturbance occurs as a result of crossings, they would be restored to preconstruction grade. d. If Atlantic is crossing incised streams, provide a typical drawing for incised stream restoration and a list of stream crossings that will employ this type of restoration instead of Type 1. Atlantic Response: The proposed crossings of incised streams, as defined in the response to 3.a above will be completed using the HDD method. When this method is utilized, construction activities are typically limited to the workspace identified as entry and exit points, as such Atlantic will not disturb these incised stream banks and thus restoration will not be required. 4. In your response to l.c. you state you anticipate using Type 1 but will use Type 2 if Type 1 is unsuccessful. a. What is the timeframe Atlantic will determine if stabilization is unsuccessful? What is the timeframe within which Type 2 will be installed? Atlantic Response: Restoration is generally determined to be successful after 12 months. However, success is dependent on site conditions as well as weather. Atlantic may determine the method of restoration should be changed to Type 2 immediately after revelation of a failure of restoration utilizing Type I (e.g., failed stream bank, subsidence over trench line, etc.). However, monitoring of the Project would occur throughout its life and any failure in stabilization would be repaired immediately. Atlantic Coast Pipeline North Carolina Department of Environmental Quality Response to Information Request for 401 Water Quality Certification Dated October 26, 2017 November 3, 2017 b. You state that rock riprap or geogrid will not be placed below the ordinary high watermark, however the plans provided in Appendix B show riprap below the ordinary high water mark. Correct this discrepancy in either the narrative or the plans. Note that placing riprap below the ordinary high water mark may require a permit from the U.S. Army Corps of Engineers and a certification from the Division. Atlantic Response: A revised drawing showing the placement of rock riprap or geogrid above the plane of the ordinary high water mark is included in Attachment B. c. In your response to 2. You state "[i]f waterbody flow forces require greater stabilization, Atlantic would use riprap or a geogrid type material, as outlined in response to item l.c. above." Which is different than using Type 2 if Type 1 fails. Explain this discrepancy. Atlantic Response: The reference to flow forces is due to a greater potential offailure where flow forces are higher. As indicated in the Type 2 Stream Bank Restoration Typical Drawing provided in response to comment 3.c in Atlantic's September 22, 2017, response to NCDEQ's September 14, 2017 Information Request, rip rap will be used above the plane of the ordinary high water mark to restore stream banks. Therefore if anticipated flow forces following restoration indicate that the use of the Type 1 restoration method is not sufficient, Atlantic will switch to the Type 2 restoration method. Please note, however, Atlantic cannot quantify the exact conditions that will necessitate the use of the Type 2 method over Type 1. Anticipated conditions following restoration, including but not limited to water body flow volume, flow velocity, bank slope, bank soil type and strength, current and forecasted precipitation and amount of surface water within the construction workspace will be considered to determine if a Type 2 method is necessary. d. Two types of restoration plans were provided however they were not assigned to each stream crossing as requested. Assign Type 1 or Type 2 to each stream crossing listed in your impact table. Atlantic Response: The updated table (Attachment A) includes a column with the designation of restoration anticipated. In your response to 2. You state "Atlantic will use clean rock over culverts for access across the majority of streams crossed by the pipeline that are otherwise too wide to be crossed by a single timber mat bridge." What is "too wide"? Atlantic Response: Utilization of a single timber mat bridge (typically 18 feet) depends on waterbody conditions at the time of crossing. Several factors will be evaluated to determine whether a single timber mat bridge will be the safest and most feasible method to cross the stream, including: 1) bank conditions (e.g., are the banks undercut or eroded to the point where they cannot safely support the loading conditions associated with heavy equipment traversing the stream); 2) width of the stream (e.g., if the stream is in excess of 12-1 S feet wide then the span will be too long for typical mats to safely support loading conditions associated with heavy equipment); 3) soil conditions (e.g., does the soil have the strength to support the reaction forces associated with the ends of a mat bridge) and; 4) height of the stream's banks and depth of the waterbody (e.g., does the height of the stream's banks and depth of the waterbody necessitate the use of a mat bridge). Other unique situations may be M Atlantic Coast Pipeline North Carolina Department of Environmental Quality Response to Information Request for 401 Water Quality Certification Dated October 26, 2017 November 3, 2017 identified during construction that drive the decision on crossing method aside from those described here. Atlantic will rely on considerations such as best engineering judgement and safety to determine the best method to cross the stream. 6. Also in your response to 2. You state "[t]imbermats supported by flumes will be used for access across streams crossed by the pipeline that have too much flow for use of clean rock over culverts." What is "too much flow"? Atlantic Response: The decision to utilize clean rock over culverts or timber mats supported by flumes is wholly dependent on site conditions at the time of construction. Other factors such as stream width, depth, flow volume, flow velocity, current and forecasted weather conditions, engineering judgment and safety will dictate which method is ideal. Culverted crossings can be designed with I to multiple culverts to accommodate flow conditions. The intent is to have the crossing in place without impounding water. The timber mats over center support's (flume) primary purpose is to provide support for the passage of equipment and not to convey water. The clean rock fill over culverts is designed to pass water through the culverts. Therefore, the timber mat over flume option can pass larger volumes of water while the clean rock fill over culverts options is restricted to the amount of water that the culvert can convey. 7. In 6.c. the Division requested a cumulative impact analysis for Johnston, Cumberland, and Robeson Counties, however we received a cumulative analysis only for the construction footprint of the three M&R stations within those counties. a. As previously requested, provide a qualitative cumulative impact analysis for all of Johnston, Cumberland, and Robeson Counties not just the construction footprint of the M&R stations. This analysis should include potential secondary and cumulative impacts (e.g., from anticipated development resulting from the construction of the pipeline). Refer to Division's Cumulative Impact Policy for the 401 and Isolated Wetland Permitting Programs (Ver 2. 1, dated April 10, 2004) for guidance, available online: https:/f iles.nc.zov/ncdeglWater%20Quality/Surface%20Water%20 Protectionl401/Policies_Guides Manuals/CumulativelmpactPolicy.pdf b. Note this analysis is for past or reasonably anticipated future impacts, including expansion of the pipeline beyond the current terminus in Robeson County. c. Attachment 1 in the cumulative impact analysis: i. There were several duplicate entries. Remove any duplicate projects from the Table. ii. There are several Atlantic projects listed (e.g., Atlantic Coast Pipeline Office Building, Atlantic Coast Pipeline Utility Services, etc.). These should be part of the current application under review, not listed within the Table as projects that may have a cumulative impact. Remove these from the Table and confirm that these projects are included within the current application under review. iii. Add a column to indicate which projects have or you anticipate to have impacts to surface waters. Atlantic Coast Pipeline North Carolina Department of Environmental Quality Response to Information Request for 401 Water Quality Certification Dated October 26, 2017 November 3, 2017 Atlantic Response: Atlantic has revised the cumulative impacts analysis for Johnston, Cumberland, and Robeson Counties, according to the Division's request. The cumulative impacts analysis is included as Attachment C. The other facilities stated in comment 7.c.ii are included within the permitted footprint ofA CP. 8. Provide an HDD design for the Neuse River crossing and updated impact tables to reflect the elimination of the impact to the river and additional impacts to surface waters and/or wetlands that will be necessary to accomplish the crossing with the HDD method. Atlantic Response: Atlantic has developed an HDD design drawing for the Neuse River, included as Attachment D. Atlantic has provided these responses within 30 days from October 26, 2017, per NCDEQ's request for additional information. 0 Attachment A Revised Impact Table C-1 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland CompleteLength Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility td Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Poen Road (feet) par Impact Construction Restoration Cowardin Impact p Conversion Loss State Re 8' Year ID a MP Feature IDs Count HUC 8 Crossed a Name Regime feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Lon imde AP -2 Perm ROW, Northampton Temp Open Cut - 0.3 wnra002f County 03010204 ROW Wetland NA 279 NA NA NA NA Wetland N/A PFO 2.29 0.95 0.00 NA NA 36.53948 -77.50640 Perm ROW, Temp AR, Dam and Pump NC AP -2 Northampton Temp and Perm AR - 001 0.4 smh005 County 03010204 ROW Jacks Swamp Intermittent 6 NA 89 NA NA Replace Calvert 1 NA NA NA NA C NA 36.54057 -77.50654 Perm ROW, NC AP -2 Northampton Temp Open Cut - 002 0.7 wnra001f County 03010204 ROW Wetland NA 96 NA NA NA NA Wetland N/A PFO 0.19 0.07 0.00 NA NA 36.53534 -77.51333 Perm ROW, Northampton Temp Open Cut - 1.0 wmh0l if County 03010204 ROW Wetland NA 490 NA NA NA NA Wetland N/A PFO 0.82 0.34 0.00 NA NA 36.53082 -77.51499 Perm ROW, NC AP -2 Northampton Temp LINT to Jacks Dam and Pump 003 1.1 smh007 county 03010204 ROW Swarnp Intermittent 4 NA 76 NA NA or Flame 1 NA NA NA NA C NA 36.52984 -77.51563 Penn ROW, NC AP -2 Northampton Temp Open Cut - 004 1.2 wmhOl0f County 03010204 ROW Wetland NA 352 NA NA NA NA Wetland N/A PFO 0.62 0.24 0.00 NA NA 36.52795 -77.51702 Perm ROW, NC AP -2 Northampton Temp Open Cut - 005 1.4 wmh009f County 03010204 ROW Wetland NA 1002 NA NA NA NA Wetland N/A PFO 1.70 0.69 0.00 NA NA 36.52508 -77.51850 Perm ROW, NC AP -2 Northampton Temp Open Cub 006 1.6 wnrh008f Count 03010204 ROW Wetland NA 160 NA NA NA NA Wetland N/A PFO 0.26 0.11 0.00 NA NA 36.52264 -77.51992 Perm ROW, Northampton Temp Open Cut - 1.8 wmh007f County 03010204 ROW Wetland NA 784 NA NA NA NA Wetland N/A PFO 1.39 0.54 0.00 NA NA 36.51978 -77.52198 Penn ROW, NC AP -2 Northampton Temp 007 1.9 smh006 County 03010204 ROW Jacks Swam Perennial 30 NA 121 NA NA Data and Pump 1 NA NA NA NA C, NSW NA 36.51913 -77.52207 Perm ROW, NC AP -2 Northampton Temp Open Cut - 008 3.1 wmo001f County 03010204 ROW Wetland NA 228 NA NA NA NA Wetland N/A PFO 0.41 0.16 0.00 NA NA 36.50329 -77.52618 Perm ROW, NC AP -2 Northampton Temp Open Cut - 009 3.4 wnrhOl2f Cc un 03010204 ROW Wetland NA 154 NA NA NA NA Wetland N/A PFO 0.28 0.11 0.00 NA NA 36.50063 -77.53057 Penn ROW, NC AP-2Northampton Temp Open Cut - 010 3.5 arOOIe County 03010204 ROW Wetland NA 43 NA NA NA NA Wetland N/A PEM 0.07 0.00 0.00 NA NA 36.49874 -77.53105 Penn NC AP -2 NorthamptonROW, Open cut - Oil 3.6 wm 002f County 03010204 Temp Wetland NA 427 NA NA NA NA Wetland N/A PFO 0.74 0.29 0.00 NA NA 36.49639 -77.53212 C-1 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbody Waterbody Crossing Crossing Workspa Road (feet) Innpat Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Penn ROW, NC AP -2 Northampton Temp Open Cut - 012 5.1 023f County 03010107 ROW Welland NA 200 NA NA NA NA Wetland N/A PFO 0.33 0.14 0.00 NA NA 36.48486 -77.54967 NC AP -2 Northampton Perm Not Crossed by 013 6.6 wnrP0l9f County 03010107 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 36.46540 -77.55146 Perm ROW, NC AP -2 Northampton Temp Open Cut - 014 8.0 wru 005f county 03010107 ROW Welland NA 77 NA NA NA NA Wetland N/A PFO 0.14 0.05 0.00 NA NA 36.44491 -77.54982 UNT to NC AP -2 Northampton Trouble Field 015 8.3 snrh010 County 03010107 Penn AR Creek Intemtittent NA NA 60 NA 0.00 Penn AR N/A NA NA NA NA C NA 36.44203 -77.55917 Penn ROW, Northampton Temp Open Cut - 8.5 wru006f County 03010107 ROW Wetland NA 150 NA NA NA NA Wetland N/A PFO 0.26 0.10 0.00 NA NA 36.43811 -77.55199 Penn ROW, UNT to NC AP -2 Northampton Temp Trouble Field Dam and Pump 016 8.5 snr 002 County 03010107 ROW Creek Perennial 5 NA 77 NA NA or Flume N/A NA NA NA NA C NA 36.43780 -77.55201 UNT to NC AP -2 Northampton Trouble Field 017 8.5 snrh009 County 03010107 Perm AR Creek Perennial NA NA 30 NA 0.00 Perm AR 1 NA NA NA NA C NA 36.43954 -77.55870 Penn ROW, UNT to NC AP -2 Northampton Temp Trouble Field Dam and Pump 018 8.8 ang003 County 03010107 ROW Creek Intermittent 5 NA 116 NA NA or Flume 1 NA NA NA NA C NA 36.43329 -77.55387 Penn ROW, Northampton Temp Open Cut - 9.6 wnrh005f County 03010107 ROW Welland NA 3 NA NA NA NA Wetland N/A PFO 0.01 0.00 0.00 NA NA 36.42333 -77.55840 Perm ROW, UNT to NC AP -2 Northampton Temp Roanoke Dam and Pump 019 9.6 smh004 County 03010107 ROW River Perennial 4 NA 83 NA NA or Flume 1 NA NA NA NA C NA 36.42314 -77.55829 February 1 to June 30/August 15 through November IS/April 15 to June 15 and August 15 to September 30/May 15 NC AP -2 Northampton Penn Roanoke to 020 9.8 shlh0011,e County 03010107 ROW River Perennial 355 NA 0 NA NA HDD N/A NA NA NA NA AFSA,C I July 31 36.41988 -77.56067 Perm ROW, Temp ATWS, NC AP -2 Halifax Temp Open Cut - 021 10.1 whlh002f county 03010107 ROW Wetland NA 134 NA NA NA NA Wetland N/A PFO 0.30 0.09 0.00 NA NA 36.41646 -77.56313 C-2 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, NC AP -2 Halifax Temp Open Cut - 022 10.7 whIh003f County 03010107 ROW Wetland NA 88 NA NA NA NA Wetland N/A PFO 0.15 0.06 0.00 NA NA 36.40911 -77.56905 Perm ROW, Halifax Temp Open Cut - 11.4 whIc002f Co 03010107 ROW Wetland NA 43 NA NA NA NA Wetland N/A PFO 0.15 0.04 0.00 NA NA 36.40348 -77.57773 Perm ROW, NC AP -2 Halifax Temp UNT to Mush Dam and Pump 023 11.4 shlo004 County 03010107 ROW Island Gut Intermittent 13 NA 125 NA NA or Flume 1 NA NA NA NA C NA 36.40330 -77.57858 Perm ROW, NC AP -2 Halif Temp Open Cut - 024 11.6 whlc003e County 03010107 ROW Wetland NA 53 NA NA NA NA Wetland N/A PEM 0.09 0.00 0.00 NA NA 36.40259 -77.58226 Perm ROW, NC AP -2 Halifax Temp Open Cut - 025 11.7 whIc004e County 03010107 ROW Wetland NA 47 NA NA NA NA Wetland N/A PEM 0.09 0.00 0.00 NA NA 36.40226 -77.58327 Perm ROW, Halifax Temp Mush Island Open 11.8 ohlc001 County 03010107 ROW Gut Water 1 NA NA NA NA Open Cut N/A NA NA NA NA NA NA 36.40154 -77.58363 Penn ROW, NC AP -2 Halifax Temp Open Cut - 026 11.% whlc005f County 03010107 ROW Wetland NA 11 NA NA NA NA Wetland N/A PFO 0.04 0.01 0.00 NA NA 36.40131 -77.58446 Perm ROW, Halifax Temp Open Cut - 11.9 whlr006f County 03010107 ROW Wetland NA 79 NA NA NA NA Wetland N/A PFO 0.11 0.05 0.00 NA NA 36.40027 -77.58442 Perm ROW, Halif Temp UNT to Mush Dam and Pump 11.9 Alt,003 County 03010107 ROW Island Gut Intermittent 5 NA 79 NA NA or Flume 1 NA NA NA NA C NA 36.40014 -77.58489 Perm ROW, NC AP -2 Halifax Temp UNT to Mush Dam and Pump 027 11.9 sh1c0041 County 03010107 ROW Island Gut Intermittent 9 NA 158 NA NA or Flume 1 NA NA NA NA C NA 36.39960 -77.58462 Perm ROW, NC AP -2 Halif Temp UNT to Mush Dam and Pump 028 12.4 shIc002 County 03010107 ROW Island Gut Intermittent 5 NA 122 NA NA or Flume 1 NA NA NA NA C NA 36.39301 -77.58516 Penn ROW, NC AP -2 Halifax Temp UNT to Mush Damand Pump 029 12.4 sh1c001 Count 03010107 ROW Island Gut Intermittent 7 NA 179 NA NA or Flume 1 NA NA NA NA C NA 36.39254 -77.58484 Perm ROW, NC AP -2 Halifax Temp Open Cut - 030 12.8 wh1c001f County 03010107 ROW Wetland NA 127 NA NA NA NA Wetland N/A PFO 0.21 0.10 0.00 NA NA 36.38822 -77.58811 Penn ROW, Halifax Temp Open Cut - 13.2 whl00lf County 03010107 ROW Wetland NA 114 NA NA NA NA Wetland N/A PFO 0.16 0.07 0.00 NA NA 36.38450 -77.58947 NC AP -2 Halifax Perm Mush Island Dam and Pump 031 13.3 shlo003 Count 03010107 ROW, Gut Intermittent 4 NA 107 NA NA or Flume 1 NA NA NA NA C NA 36.38138-77.59104 C-3 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Inn t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Temp ROW Penn ROW, Halifax Temp Open Cut - 13.6 whIf002s County 03010107 ROW Wetland NA 12 NA NA NA NA Wetland N/A PSS 0.01 0.00 0.00 NA NA 36.37705 -77.59370 Perm ROW, UNT to Halifax Temp Roanoke Dam and Pump 13.6 shif001 County 03010107 ROW River Perennial 9 NA 81 NA NA or Flume 1 NA NA NA NA C NA 36.37701 -77.59370 Penn ROW, NC AP -2 Halifax Temp Open Cut - 032 13.6 wh1f003f County 03010107 ROW Wetland NA 157 NA NA NA NA Wetland N/A PFO 0.28 0.11 0.00 NA NA 36.37704 -77.59412 Perm ROW, UNT to NC AP -2 Halifax Temp Roanoke Dam and Pump 033 13.9 shIf002 County 03010107 ROW River Intermittent 8 NA 142 NA NA or Flume 1 NA NA NA NA C NA 36.37492 -77.59872 Penn ROW, NC AP -2 Halifax Temp Open Cut - 034 13.9 whIf004s Coun 03010107 ROW Wetland NA 24 NA NA NA NA Wetland N/A PSS 0.05 0.01 0.00 NA NA 36.37467 -77.59932 Perm ROW, UNT to NC AP -2 Halifax Temp Roanoke Dam and Pump 035 14.0 sh1f003 county 03010107 ROW River Ephemeral 3 NA 124 NA NA or Flume 1 NA NA NA NA C NA 36.37429 -77.60011 Perm ROW, UNT to NC AP -2 Halifax Temp Roanoke Dam and Pump 036 14.1 shIh003 County 03010107 ROW River Perennial 13 NA 146 NA NA or Flume 1 NA NA NA NA C NA 36.37382 -77.60115 UNT to NC AP -2 Halifax Temp Roanoke Not Crossed by 037 14.1 shIh004 County 03010107 ROW River Perennial NA NA 36 NA NA Centerline N/A NA NA NA NA C NA 36.37373 -77.60233 Perm ROW, Halifax Temp Open Cut - 14.4 wh100lf county 03010107 ROW Wetland NA 86 NA NA NA NA Wetland N/A PFO 0.14 0.06 0.00 NA NA 36.36943 -77.60781 Penn ROW, UNT to the NC AP -2 Halifax Temp Roanoke Dam and Pump 038 14.4 ahIp002 County 03010107 ROW River Perennial 3 NA 85 NA NA or Flume 1 NA NA NA NA C NA 36.37050 -77.60703 Perm ROW, Halifax Temp Open Cut - 14.6 whl 002f County 03010107 ROW Wetland NA 387 NA NA NA NA Wetland N/A PFO 1.07 0.27 0.00 NA NA 36.36942 -77.61168 Perm ROW, UNT to the NC AP -2 Halifax Temp Roanoke Data and Pump 039 14.7 sh1004 County 03010107 ROW River Perennial 10 NA 248 NA NA or Flume 1 NA NA NA NA C NA 36.36933 -77.61147 Perm ROW, NC AP -2 Halifax Temp Open Cut - 040 15.0 whl 004f County 03010107 ROW Wetland NA 160 NA NA NA NA Wetland N/A PFO 0.46 0.11 0.00 NA NA 36.36727 -77.61836 Penn ROW, Temp NCAP-2Halifax ATWS, OpenCub 041 15.3 whItD07f Count 03010107 Tem Wetland NA 63 NA NA NA NA Wetland N/A PFO 0.40 0.05 0.00 NA NA 36.36289 -77.61951 C-4 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility tY Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Perm ROW, Halifax Temp Open Cut - 15.3 whIM07f County 03010107 ROW Wetland NA 89 NA NA NA NA Wetland N/A PFO 0.18 0.06 0.00 NA NA 36.36190 -77.61993 Perm ROW, UNT to Little Halifax Temp Quankey Not Crossed by 15.4 sh1f004 County 03010107 ROW Creek Perennial NA NA 14 NA NA Centerline N/A NA NA NA NA C NA 36.36182 -77.61963 Perm ROW, NC AP -2 Halifax Temp Open Cut - 042 15.5 whIf008f County03010107 ROW Welland NA 228 NA NA NA NA Wetland N/A PEM 0.43 0.00 0.00 NA NA 36.35932 -77.62110 Penn ROW, NC AP -2 Halifax Temp Open Cub 043 15.7 wh1f009f County 03010107 ROW Wetland NA 153 NA NA NA NA Wetland N/A PFO 0.27 0.11 0.00 NA NA 36.35667 -77.62216 Perm ROW, NC AP -2 Halifax Temp Open Cut - 044 15.8 whIg005f County 03010107 ROW Wetland NA 746 NA NA NA NA Wetland N/A PFO 1.35 0.52 0.00 NA NA 36.35407 -77.62307 Penn ROW, NC AP -2 Halifax Temp Open Cut - 045 16.6 wh1009s County 03010107 ROW Welland NA 98 NA NA NA NA Wetland N/A PSS 0.21 0.02 0.00 NA NA 36.34485 -77.62750 Perm ROW, Temp ATWS, Halifax Temp Open Cut - 16.9 whl OO8f County 03010107 ROW Wetland NA 141 NA NA NA NA Wetland N/A PFO 0.36 0.11 0.00 NA NA 36.34088 -77.63083 Perm ROW, Halifax Temp Open Cut - 16.9 wh1008s County 03010107 ROW Wetland NA 46 NA NA NA NA Wetland N/A PEM 0.09 0.00 0.00 NA NA 36.34112 -77.63046 Perm ROW, NC AP -2 Halifax Temp Quankey Dam and Pump 046 16.9 sh1006 County 03010107 ROW Creek Perennial 18 NA NA NA NA or Flume 1 NA NA NA NA C NA 36.34087 -77.63163 Penn ROW, NC AP -2 Halifax Temp Not Crossed by 047 17.0 wh1007e County 03010107 ROW Welland NA NA NA NA NA NA Centerline N/A PEM 0.14 0.00 0.00 NA NA 36.34045 -77.63268 Perm ROW, NC AP -2 HalifaxTemp Not Grassed by 048 17.1 whl 006s County 03010107 ROW Welland NA NA NA NA NA NA Centerline N/A PSS 0.07 0.00 0.00 NA NA 36.34050 -77.63325 Halifax Perm Unnamed 17.2 oh1001 County 03010107 ROW Pond Pond 16 NA NA NA NA Pond N/A NA NA NA NA NA NA 36.33976 -77.63596 Per m ROW, UNT to NC AP -2 Halifax Temp Quankey Dam and Pump 049 17.2 shl 005 County 03010107 ROW Creek Intermittent 9 NA 81 NA NA or Florae 1 NA NA NA NA C NA 36.33960 -77.63588 C-5 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Irapat Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, NC AP -2 Halifax Temp Not Crossed by 050 17.3 whIp,005f County 03010107 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.01 0.00 0.00 NA NA 36.33922 -77.63658 Perm ROW, UNT to Halif Temp Q. -key Not Crossed by 17.4 abIg005 County 03010107 ROW Creek Intermittent NA NA 262 NA NA Centerline N/A NA NA NA NA C NA 36.33877 -77.63817 Perm ROW, NC AP -2 Halifax Temp Open Cut- ub050 050 17.5 wh1008f County 03010107 ROW Wetland NA 542 NA NA NA NA Wetland N/A PFO 1.03 0.37 0.00 NA NA 36.33738 -77.63955 Perm ROW, NC AP -2 Halif Temp Open Cut - 051 17.8 whIg009f County 03010107 ROW Wetland NA 567 NA NA NA NA Wetland N/A PFO 1.01 0.39 0.00 NA NA 36.33336 -77.64235 Penn ROW, UNT to NC AP-2Halifax Temp Marsh Not Crossed by 052 18.2 shl 008 County 03020102 ROW Swamp Ephemeral NA NA 107 NA NA Centerline N/A NA NA NA NA C NA 36.32847 -77.64513 NC AP -2 Halifax Temp Not Crossed by 053 18.2 whlb050e County 03020102 CPY Wetland NA NA NA NA NA NA Centerline N/A PEM 0.00 0.00 0.00 NA NA 36.32747 -77.64688 Perm ROW, UNT to NC AP -2 Halifax Temp Marsh Not Crossed by 054 1 18.3 1 sbIgOO7 county 03020102 ROW Swamp Intermittent NA NA 98 NA NA Centerline N/A NA NA NA NA C NA 36.32688 -77.64455 Perm ROW, Temp CPY, UNT to NC AP -2 Halifax Temp Marsh Dam and Pump 055 18.5 shIg009 County 03020102 ROW Swam Perennial 12 NA 870 NA NA or Flume 1 NA NA NA NA C NA 36.32402 -77.64645 UNT to Contractor Yard NC AP -2 Halifax Temp Marsh - Temporary 056 18.6 sh1b050 County 03020102 CPY Swamp Perennial NA NA 0 NA NA Impact N/A NA NA NA NA C NA 36.32343 -77.64879 Penn ROW, NC AP -2 Halifax Temp Open Cut - 057 19.2 whIh010f County 03020102 ROW Wetland NA 283 NA NA NA NA Wetland N/A PFO 0.42 0.20 0.00 NA NA 36.31481 -77.65299 NC AP -2 Halifax Not Crossed by 058 19.6 whl 020f County 03020102 Perm AR Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 36.30807 -77.65196 Perm ROW, Halifax Temp Open Cut - 19.7 whlh009f County 03020102 ROW Wetland NA 3168 NA NA NA NA Wetland N/A PFO 5.61 2.18 0.00 NA NA 36.30574 -77.66192 Penn ROW, Halifax Temp Marsh C, Sw, 20.1 shIh008 County 03020102 ROW Swaarp Perennial 15 NA 78 NA NA Dam and Purnp I 1 NA NA NA NA NSW NA 36.30562 -77.66204 Penn ROW, Halifax Temp Open Cut - 20.4 whlb008f County 03020102 ROW Wetland NA ill NA NA NA NA Wetland N/A PFO 0.14 0.08 0.00 NA NA 36.30097 -77.66496 Penn ROW, UNT to NC AP -2 Halifax Temp Marsh Dam and Pump 059 20.5 shlb007 county 03020102 ROW Swamp Intermittent 6 NA 123 NA NA or Flume 1 NA NA NA NA C NA 36.30037 -77.66507 C-6 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Halifax Temp Open Cut - 20.6 whlgOl2e County 03020102 ROW Wetland NA 525 NA NA NA NA Wetland N/A PEM 0.86 0.00 0.00 NA NA 36.29804 -77.66438 NC AP -2 Halifax Perm Open Cut - 060 20.7 wh1012f County 03020102 ROW Wetland NA 10 NA NA NA NA Wetland N/A PFO 0.01 0.01 0.00 NA NA 36.29674 -77.66492 Perm ROW, UNT to NC AP-2HalifaxTemp Marsh Dam and Pump 061 21.0 sh1h019 County 03020102 ROW Swamp Intermittent 4 NA 116 NA NA or Flume 1 NA NA NA NA C NA 36.29436 -77.66744 Penn ROW, NC AP -2 Halifax Temp Open Cut - 062 21.1 whIh032s County 03020102 ROW Wetland NA 1969 NA NA NA NA Wetland N/A PSS 3.61 0.45 0.00 NA NA 36.29108 -77.67050 Perm ROW, NC AP -2 Halifax Temp Open Cut - 063 21.5 whIh032f County 03020102 ROW Wetland NA 270 NA NA NA NA Wetland N/A PFO 0.46 0.19 0.00 NA NA 36.28796 -77.67286 Penn ROW, NC AP -2 Halifax Temp Open Cut - 064 21.6 whlh03lf County 03020102 ROW Wetland NA 521 NA NA NA NA Wetland N/A PFO 0.91 0.36 0.00 NA NA 36.28657 -77.67396 Perm ROW, NC AP -2 Halifax Temp Open Cut - 065 21.9 whIh030f county 03020102 ROW Wetland NA 152 NA NA NA NA Wetland N/A PFO 0.26 0.11 0.00 NA NA 36.28329 -77.67687 Perm ROW, NC AP -2 Halifax Temp Open Cut - 066 22.0 whIb103f County 03020102 ROW Wetland NA 166 NA NA NA NA Wetland N/A PFO 0.29 0.11 0.00 NA NA 36.28124 -77.67847 Penn ROW, Halifax Temp Open Cut - 22.2 wh1h027e County 03020102 ROW Wetland NA 338 NA NA NA NA Wetland N/A PEM 0.56 0.00 0.00 NA NA 36.28001 -77.67970 Perm ROW, NC AP -2 Halifax Temp Open Cut - 067 22.3 whlh027f County 03020102 ROW Wetland NA 172 NA NA NA NA Wetland N/A PFO 0.32 0.12 0.00 NA NA 36.27934 -77.68042 Penn ROW, NC AP -2 Halifax Temp Open Cut - 068 22.7 whlh028f County 03020102 ROW Wetland NA 242 NA NA NA NA Wetland N/A PFO 0.43 0.17 0.00 NA NA 36.27304 -77.68509 Perm ROW,UNT to NC AP -2 HalifaxTemp Beaverdam Dam and Pump 068 22.8 shIh016 county03020102 ROW Swam Intermittent 5 NA 98 NA NA or Flume 1 NA NA NA NA C NA 36.27274 -77.68560 Perm ROW, Halifax Temp Open Cut- ub23.0 23.0 whlh029f County 03020102 ROW Wetland NA 777 NA NA NA NA Wetland N/A PFO 1.39 0.56 0.00 NA NA 36.26811 -77.68944 Perm ROW, Halif Temp Beaverdam C, Sw, 23.1 shIh017 Coun 03020102 ROW Swamp Perennial 63 NA 84 NA NA Flume 1 NA NA NA NA NSW NA 36.26854 -77.68900 Penn ROW, iJNT to NC AP -2 Halifax Temp Beaverdam Flume or Dam 069 23.3 shlh018 Count 03020102 ROW Swam Intermittent 4 NA 107 NA NA and Pum 1 NA NA NA NA C NA 36.26615 -77.69108 C-7 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Halifax Temp Open Cut - 23.5 wh1019f County 03020102 ROW Wetland NA 205 NA NA NA NA Wetland N/A PFO 0.34 0.14 0.00 NA NA 36.26345 -77.69377 Perm ROW, UNT to NC AP -2 Halif Temp Beaverdam Flume or Dam 070 23.6 shla002 County 03020102 ROW Swam Intermittent 4 NA 79 NA NA and Pump 1 NA NA NA NA C NA 36.26333 -77.69387 Perm ROW, Halifax Temp Open Cut - 23.8 wh1018f County 03020102 ROW Wetland NA 305 NA NA NA NA Wetland N/A PFO 0.53 0.21 0.00 NA NA 36.25937 -77.69787 Perm ROW, UNT to NC AP -2 Halif Temp Beaver Flume or Dam 071 24.0 shIgOI2 County 03020102 ROW Swamp Perennial 5 NA 83 NA NA and Pump 1 NA NA NA NA C NA 36.25825 -77.69866 Perm ROW, NC AP -2 Halifax Temp Open Cut - 072 24.2 wh1017s County 03020102 ROW Wetland NA 1241 NA NA NA NA Wetland N/A PSS 2.12 0.28 0.00 NA NA 36.25413 -77.70233 Perm AR, Perm ROW, Halif Temp Open Cut - 24.6 whlgOl6f County 03020102 ROW Wetland NA 209 NA NA NA NA Wetland N/A PFO 0.38 0.15 0.00 NA NA 36.25153 -77.70479 Penn ROW, NC AP -2 Halifax Temp Open Cut - 073 24.7 wh1015f County 03020102 ROW Wetland NA 455 NA NA NA NA Wetland N/A PFO 0.85 0.31 0.00 NA NA 36.24982 -77.70637 NC AP -2 Halifax Penn AR - 074 24.6 whlh035c County 03020102 Perm AR Wetland NA NA 220 NA NA NA Wetland Loss N/A PEM 0.00 0.00 0.13 NA NA 36.25244 -77.70677 Perm ROW, Halifax Temp Open Cut - 24.9 wh16100f2 Caun 03020102 ROW Wetland NA 443 NA NA NA NA Wetland N/A PFO 0.78 0.30 0.00 NA NA 36.24749 -77.70873 Penn ROW, Halifax Temp Open Cut - 25.0 wh1bl00t3 County 03020102 ROW Wetland NA 108 NA NA NA NA Wetland N/A PFO 0.19 0.08 0.00 NA NA 36.24675 -77.70921 Perm ROW, UNT to NC AP -2 Halifax Temp Beaverdam Dam and Pump 075 25.0 sbIbl00 County 03020102 ROW Creek Intermittent 3 NA 94 NA NA or Flume 1 NA NA NA NA C NA 36.24669 -77.70918 Perm ROW, NC AP -2 Halifax Temp Open Cut - 076 25.2 wh1014f Count 03020102 ROW Wetland NA 107 NA NA NA NA Wetland N/A PFO 0.18 0.07 0.00 NA NA 36.24465 -77.71159 Perm ROW, NC AP -2 Halifax Temp Open Cut - 077 25.3 wh1013f County 03020102 ROW Wetland NA 1165 NA NA NA NA Wetland N/A PFO 2.06 0.80 0.00 NA NA 36.24179 -77.71373 Penn ROW, NC AP -2 Halifax Temp Open Cut - 078 25.8 whlh012f County 03020102 ROW Wetland NA 399 NA NA NA NA Wetland N/A PFO 0.71 0.27 0.00 NA NA 36.23631 -77.71742 Penn NC AP -2 Halifax ROW, Open Cub 079 26.3 whlh014f County 03020102 Terap Wetland NA 1880 NA NA NA NA Wetland N/A PFO 3.24 1.28 0.00 NA NA 36.22921 -77.72373 C-8 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Penn ROW, Halifax Temp UNT to Burnt C, Sw, 26.6 shlh009 County 03020102 ROW Goat Swmnp Perennial 9 NA 84 NA NA Dam and Pump 1 NA NA NA NA NSW NA 36.22818 -77.72462 Penn ROW, NC AP -2 Halifax Temp UNT to Bumt Dam and Pump 080 26.9 sh1h010 County 03020102 ROW Goat S,vamp, Intermittent 2 NA 130 NA NA cr Flume 1 NA NA NA NA C NA 36.22454 -77.72804 Penn ROW, Halifax Temp Open Cut - 27.2 whlhOl5f County 03020102 ROW Wetland NA 1350 NA NA NA NA Wetland N/A PFO 2.37 0.93 0.00 NA NA 36.21940 -77.73381 Penn ROW, NC AP -2 Halifax Temp Jacket 081 27.4 sbIh011 County 03020102 ROW Swamp Perennial 28 NA 83 NA NA Flume l NA NA NA NA C NA 36.21880 -77.73459 Penn ROW, Halifax Temp Open Cut - 27.7 whlhOl6f Count 03020102 ROW Wetland NA 238 NA NA NA NA Wetland N/A PFO 0.41 0.16 0.00 NA NA 36.21562 -77.73847 Penn ROW, UNT to NC AP -2 Halifax Temp Jacket 082 27.7 sh1h012 county 03020102 ROW Swamp Intermittent 5 NA 77 NA NA Dam and Pump 1 NA NA NA NA C NA 36.21569 -77.73844 Perm ROW, Halifax Temp Open Cut - 29.0 whIh017f County 03020102 ROW Wetland NA 256 NA NA NA NA Wetland N/A PFO 0.47 0.18 0.00 NA NA 36.20863 -77.75653 Penn ROW, UNT to NC AP -2 Halifax Temp Breeches Dam and Pump 083 29.0 shh001 County 03020102 ROW Swamp Perennial 4 NA 83 NA NA or Flume 1 NA NA NA NA C NA 36.20866 -77.75636 NC AP -2 Halifax Not Crossed by 084 29.0 whIg02lc County 03020102 Tornp AR Wetland NA NA NA NA NA NA Centerline N/A PEM 0.00 0.00 0.00 NA NA 36.21180 -77.75742 Perm ROW, NC AP -2 Halifax Temp Open Cut - 085 29.1 whlhOl8f County 03020102 ROW Wetland NA 150 NA NA NA NA Wetland N/A PFO 0.26 0.10 0.00 NA NA 36.20716 -77.75781 Penn ROW, NC AP -2 Halifax Temp Open Cut - 086 29.3 wh1h019f County 03020102 ROW Wetland NA 320 NA NA NA NA Wetland N/A PFO 0.54 0.22 0.00 NA NA 36.20358 -77.75923 Penn ROW, Halifax Temp Open Cut - 29.7 wh1h020f County 03020102 ROW Wetland NA 418 NA NA NA NA Wetland N/A PFO 0.72 0.29 0.00 NA NA 36.19795 -77.76117 Penn ROW, NC AP -2 Halifax Temp Breeches C, Sw, 087 29.8 sh1a001 County 03020102 ROW Swarnp Perennial 16 NA 87 NA NA Dam and Pump 1 NA NA NA NA NSW NA 36.19765 -77.76120 Penn ROW, NC AP -2 Halifax Temp Open Cut - 088 30.2 whW024f County 03020102 ROW Wetland NA 216 NA NA NA NA Wetland N/A PFO 0.35 0.15 0.00 NA NA 36.19194 -77.76304 C-9 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Impact Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Halifax Temp Open Cut - 30.5 whIh025f County 03020102 ROW Wetland NA 168 NA NA NA NA Wetland N/A PFO 0.33 0.12 0.00 NA NA 36.18818 -77.76551 Perm ROW, UNT to NC AP -2 Halif Temp Rocky Not Crossed by 089 30.6 sbIh015 County 03020102 ROW Swam Intermittent NA NA 397 NA NA Centerline N/A NA NA NA NA C NA 36.18746 -77.76641 Penn ROW, NC AP -2 Halifax Temp Open Cut - 090 30.9 whlh026f County 03020102 ROW Wetland NA 331 NA NA NA NA Wetland N/A PFO 0.57 0.23 0.00 NA NA 36.18255 -77.77030 Perm ROW, UNT to NC AP -2 Halifax Temp Rocky I Dam and Pump 091 31.0 sblh020 County03020102 ROW Swam Intermittent 4 NA 111 NA NA or Flume 1 NA NA NA NA C NA 36.18147 -77.77091 UNT to Halifax Penn Rocky Not Crossed by 31.2 sh1o001 County 03020102 ROW Swamp Intermittent NA NA NA NA NA Centerline N/A NA NA NA NA C NA 36.17982 -77.77238 Penn ROW, Halifax Temp Open Cut - 31.2 whIO01f County 03020102 ROW Wetland NA 105 NA NA NA NA Wetland N/A PFO 0.17 0.07 0.00 NA NA 36.17966 -77.77291 Perm ROW, UNT to NC AP -2 Halifax Temp Rocky Dam and Pump 092 31.2 sh1o002 County 03020102 ROW Swam Intermittent 3 NA 56 NA NA or Flume 1 NA NA NA NA C NA 36.17953 -77.77267 Penn ROW, NC AP -2 Halifax Temp Open Cut- ub093 093 31.6 whlh021a County 03020102 ROW Wetland NA 88 NA NA NA NA Wetland N/A PSS 0.15 0.02 0.00 NA NA 36.17465 -77.77530 Perm ROW, NC AP -2 Halifax Temp Rocky Open Cut - 094 32.0 whlh023c County 03020102 ROW Swam NA 455 NA NA NA NA Wetland N/A PEM 0.80 0.00 0.00 NA NA 36.16901 -77.77783 Penn ROW, UNT to NC AP -2 Halifax Temp Rocky Dam and Pump 095 32.7 shIh013 Count 03020102 ROW Swam Intermittent 7 NA 130 NA NA or Flume 1 NA NA NA NA C NA 36.16049 -77.78443 Perm ROW, UNT to NC AP -2 Halifax Temp Rocky m Data and Pump 096 32.8 sh1h014 County 03020102 ROW Swamp Intermittent 9 NA 169 NA NA or Flume 1 NA NA NA NA C NA 36.15918 -77.78551 Perm ROW, Temp ATWS, NC AP -2 Halifax Temp Open Cut - 097 33.3 wh1010f County03020102 ROW Wetland NA 437 NA NA NA NA Wetland N/A PFO 1.00 0.30 0.00 NA NA 36.15307 -77.78992 UNT to Halifax Fishing Penn AR - 33.5 sblh022 County03020102 Penn AR Creek Perennial NA NA 30 NA 0.00 Re lace Culvert N/A NA NA NA NA C NA 36.15228 -77.79568 NC AP -2 Halif Perm AR - 098 33.5 whlh034f County03020102 Perm AR Wetland NA NA 142 NA NA NA Wetland Loss N/A PFO 0.00 0.00 0.12 NA NA 36.15235 -77.79591 NC AP -2 Halifax Perm 099 33.7 whl ll£e county03020102 ROW Wetland NA 166 NA NA NA NA HDD N/A PFO 0.00 0.00 0.00 NA NA 36.14733 -77.79367 C-10 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility tY Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude UNT to Halifax Perm Fishing 33.7 shl 011 k County 03020102 ROW Creek Perennial 8 NA 0 NA NA HDD N/A NA NA NA NA C NA 36.14747 -77.79359 AFSA, February NC AP -2 Halifax Perm Fishing WSIV, 15 to 100 33.9 anag00I k County 03020102 ROW Creek Perennial 104 NA 0 NA NA HDD N/A NA NA NA NA NSW June 30 36.14542 -77.79511 UNT to Perm Fishing Not Crossed by 34.8 snag003 Nash County 03020102 ROW Creek Intermittent NA NA 27 NA NA Centerline N/A NA NA NA NA C NA 36.13489 -77.80230 Perm ROW, Temp Open Cut - 34.8 vmag00lf Nash County 03020102 ROW Wetland NA 89 NA NA NA NA Welland N/A PFO 0.15 0.06 0.00 NA NA 36.13481 -77.80256 Perm ROW, UNT to NC AP -2 Temp Fishing Dam and Pump 101 34.8 snag002 Nash County 03020102 ROW Creek Intermittent 5 NA 75 NA NA or Flume 1 NA NA NA NA C NA 36.13485 -77.80265 Perm ROW, NC AP -2 Temp Open Cut - 102 34.9 wnag,002f Nash County 03020102 ROW Wetland NA 126 NA NA NA NA Wetland N/A PFO 0.19 0.09 0.00 NA NA 36.13270 -77.80434 Penn ROW, Temp Open Cut - 35.1 was 03f Nash County 03020102 ROW Wetland NA 124 NA NA NA NA Wetland N/A PFO 0.23 0.09 0.00 NA NA 36.13145 -77.80563 Perm ROW, UNT to NC AP -2 Temp Fishing Dam and Pump 103 35.1 snag004 Nash County 03020102 ROW Creek Intermittent 4 NA 81 NA NA or Flume 1 NA NA NA NA C NA 36.13151 -77.80549 Penn ROW, NC AP -2 Temp Open Cut - 104 35.1 wnah017f Nash County 03020102 ROW Wetland NA 191 NA NA NA NA Wetland N/A PFO 0.31 0.13 0.00 NA NA 36.13034 -77.80678 Perm ROW, NC AP -2 Temp Open Cut - 105 36.5 wnah015f Nash County 03020102 ROW Wetland NA 1042 NA NA NA NA Wetland N/A PFO 1.77 0.72 0.00 NA NA 36.11285 -77.81903 Perm ROW, NC AP -2 TempOpen Cut - 106 36.7 wnah014f Nash County03020102 ROW Wetland NA 123 NA NA NA NA Wetland N/A PFO 0.24 0.08 0.00 NA NA 36.11055 -77.82071 NC AP -2 Perm GB, Not Crossed by 107 36.8 1 -mo015f Nash County 03020102 Tem GB Wetland NA NA NA NA NA NA Centerline N/A PFO 0.09 0.00 0.00 NA NA 36.10956 -77.81873 Penn ROW, Temp Open Cut - 37.0 wnah019f Nash County 03020102 ROW Black S-mp NA 199 NA NA NA NA Wetland N/A PFO 0.33 0.13 0.00 NA NA 36.10765 -77.82291 Perm ROW, NC AP -2 Temp Open Cut - 108 37.0 wnah019e Nash County 03020102 ROW Black S -.p NA 538 NA NA NA NA Welland N/A PEM 0.91 0.00 0.00 NA NA 36.10689 -77.82373 Penn ROW, NC AP -2 Temp Open Cut - 109 37.8 wnah036f Nash County 03020102 ROW Wetland NA 83 NA NA NA NA Wetland N/A PFO 0.16 0.06 0.00 NA NA 36.10048 -77.83315 Perm NC AP -2 ROW, Open Cut - I10 37.9 wnab018s Nash County03020102 Tem Wetland NA 202 NA NA NA NA Wetland N/A PSS 0.41 0.05 0.00 NA NA 36.09948 -77.83505 C-11 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing g Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Penn ROW, NC AP -2 Temp Open Cut - 111 38.1 wnah006f Nash County 03020102 ROW Wetland NA 194 NA NA NA NA Wetland N/A PFO 0.28 0.13 0.00 NA NA 36.09785 -77.83808 Penn ROW, NC AP -2 Temp Open Cut - 112 38.3 wnah005f Nash County 03020102 ROW Wetland NA 282 NA NA NA NA Wetland N/A PFO 0.47 0.19 0.00 NA NA 36.09484 -77.84039 Penn ROW, NC AP -2 Temp Open Cut - 113 38.4 wnabl02s Nash County 03020102 ROW Wetland NA 31 NA NA NA NA Wetland N/A PSS 0.06 0.01 0.00 NA NA 36.09390 -77.84132 Penn ROW, NC AP -2 Temp Open Cut - 114 38.5 wnah004f Nash County 03020102 ROW Wetland NA 251 NA NA NA NA Wetland N/A PFO 0.29 0.17 0.00 NA NA 36.09283 -77.84179 Penn ROW, NC AP -2 Temp Open Cut - 115 38.7 wnab101f Nash County 03020102 ROW Wetland NA 82 NA NA NA NA Wetland N/A PFO 0.16 0.06 0.00 NA NA 36.09012 -77.84497 Penn ROW, NC AP -2 Temp Open Cut - 116 38.9 wnah003f Nash County 03020102 ROW Wetland NA 234 NA NA NA NA Wetland N/A PFO 0.42 0.16 0.00 NA NA 36.08868 -77.84645 Perm ROW, NC AP -2 Temp Open Cut - 117 39.1 wnah002f Nash County 03020102 ROW Wetland NA 459 NA NA NA NA Wetland N/A PFO 0.81 0.32 0.00 NA NA 36.08565 -77.84909 Penn ROW, NC AP -2 Temp Open Cut - 118 39.2 wnah00lf Nash County 03020102 ROW Wetland NA 846 NA NA NA NA Wetland N/A PFO 1.49 0.58 0.00 NA NA 36.08375 -77.85135 Perm ROW, Temp Open Cut - 39.7 wnabl00f Nash County 03020101 ROW Wetland NA 6 NA NA NA NA Wetland N/A PFO 0.05 0.01 0.00 NA NA 36.08009 -77.85631 Penn ROW, NC AP -2 Temp UNT to Swift Dam and Pump 119 39.7 snab100 Nash Coun 03020101 ROW Creek Intermittent 2 NA 38 NA NA or Flume 1 NA NA NA NA C NA 36.07969 -77.85591 Penn ROW, Temp Open Cut - 39.9 wnah008f Nash County 03020101 ROW Wetland NA 100 NA NA NA NA Wetland N/A PFO 0.17 0.07 0.00 NA NA 36.07737 -77.85757 Penn ROW, NC AP -2 Temp UNT to Swift Dam and Pump 120 39.9 snah001 Nash County 03020101 ROW Creek Intermittent 5 NA 80 NA NA or Flume 1 NA NA NA NA C NA 36.07789 -77.85701 Penn ROW, NC AP -2 Temp Open Cut - 121 40.1 wnah007f Nash County 03020101 ROW Wetland NA 250 NA NA NA NA Wetland N/A PFO 0.41 0.17 0.00 NA NA 36.07541 -77.86021 NC AP -2 DKSQ_NC Temp UNT Swift Not Crossed by 122 40.2 001 Nash County 03020101 ATWS Creek Perennial NA NA 202 NA NA Centerline N/A NA NA NA NA C NA 36.07392 -77.86032 C-12 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbody Waterbody Crossing Crossing Works ae Road (feet) Impact Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet (feet)a acre Method r Type Class n acres i acees i (acres), Class Restrictions Latitude Longitude Temp UNT to Swift Not Crossed by 40.3 snah028 Nash County 03020101 ATWS Creek Perennial NA NA NA NA NA Centerline N/A NA NA NA NA C NA 36.07330 -77.86073 Penn ROW, Temp ATWS, NC AP -2 Temp UNT to Swift Dam and Pump 123 40.3 anah002 Nash County 03020101 ROW Creek Perennial 6 NA 129 NA NA or Flume 1 NA NA NA NA C NA 36.07282 -77.86228 February NC AP -2 Penn AFSA, C, 15 to 124 40.6 snah003 k Nash County 03020101 ROW Swift Creek Perennial 118 NA 0 NA NA HDD N/A NA NA NA NA NSW June 30 36.07105 -77.86553 Penn ROW, Temp UNT to Flat Dam and Pump 40.9 snah006 Nash County 03020101 ROW Rock Branch Perennial 9 NA 92 NA NA or Flume 1 NA NA NA NA C NA 36.06897 -77.86976 Penn ROW, NC AP-2Temp Open Cut - 125 40.9 wnahOl3f Nash Count 03020101 ROW Wetland NA 391 NA NA NA NA Wetland N/A PFO 0.65 0.27 0.00 NA NA 36.06864 -77.87019 Penn ROW, NC AP -2 Temp Open Cut - 126 41.0 wnah012f Nash County 03020101 ROW Welland NA 292 NA NA NA NA Wetland N/A PFO 0.50 0.20 0.00 NA NA 36.06640 -77.87156 Perm ROW, Temp Open Cut - 41.6 wnah011£ Nash County 03020101 ROW Wetland NA 70 NA NA NA NA Wetland N/A PFO 0.12 0.05 0.00 NA NA 36.05986 -77.87586 Penn ROW, NC AP -2 Temp UNT to Flat Dam and Pump 127 41.6 snah005 Nash County03020101 ROW Rock Branch Perennial 7 NA 78 NA NA or Flume 1 NA NA NA NA C NA 36.05979 -77.87589 Perm ROW, Temp Open Cut - 41.7 wnah010£ Nash County 03020101 ROW Wetland NA 123 NA NA NA NA Wetland N/A PFO 0.22 0.08 0.00 NA NA 36.05818 -77.87704 Penn ROW, NC AP -2 Temp UNT to Flat Data and Pump 128 41.7 snahO04 Nash County 03020101 ROW Rock Branch Perennial 4 NA 93 NA NA or Flume 1 NA NA NA NA C NA 36.05814 -77.87692 Perm ROW, NC AP -2 Temp Open Cut - 129 41.8 wnah009f Nash County 03020101 ROW Wetland NA 93 NA NA NA NA Wetland N/A PFO 0.17 0.06 0.00 NA NA 36.05692 -77.87781 Penn ROW, TempOpen Cut - 42.0 wnah034f Nash County03020101 ROW Wetland NA 645 NA NA NA NA Wetland N/A PFO 1.31 0.46 0.00 NA NA 36.05424 -77.88044 Penn ROW, Temp UNT to Flat Dam and Pump 42.0 snah029 Nash County 03020101 ROW Rock Branch Intermittent 4 NA 83 NA NA or Flume 1 NA NA NA NA C NA 36.05466 -77.87967 Penn ROW, Temp UNT to Flat 42.1 snah025 Nash County 03020101 ROW Rock Branch Perennial 68 NA 215 NA NA Dam and Pump 1 NA NA NA NA C, NSW NA 36.05375 -77.88071 Penn NC AP -2 ROW, UNT to Flat 130 42.2 snah026 Nash County 03020101 Temp Rock Branch Perennial 9 NA 124 NA NA Dam -dPump 1 NA NA NA NA C NA 36.05295 -77.88152 C-13 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Perm ROW, Temp Open Cut - 42.8 wnac002f NashCounty 03020101 ROW Wetland NA 52 NA NA NA NA Wetland N/A PFO 0.16 0.04 0.00 NA NA 36.04528 -77.88685 Perm ROW, NC AP -2 Temp UNT to Flat Data and Pump 131 42.8 snabl03 Nash County 03020101 ROW Rock Branch Intermittent 3 NA 79 NA NA or Flume 1 NA NA NA NA C NA 36.04539 -77.88665 NC AP -2 Temp Not Crossed by 132 43.0 wnac001f Nash County 03020101 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.06 0.00 0.00 NA NA 36.04288 -77.88473 Perm AR, Perm ROW, NC AP -2 Temp Flat Rock Open Cut - 133 43.6 wnac003f Nash County 03020101 ROW Branch NA 322 NA NA NA NA Wetland N/A PFO 0.55 0.22 0.00 NA NA 36.03943 -77.87330 Perm ROW, Temp Open Cut - 44.0 wnac004f Nash County 03020101 ROW Wetland NA 354 NA NA NA NA Wetland N/A PFO 0.62 0.24 0.00 NA NA 36.03554 -77.87420 NC AP -2 Penn UNT to Flat Not Crossed by 134 44.0 snab104 Nash County 03020101 ROW Rock Branch Intermittent NA NA 8 NA NA Centerline N/A NA NA NA NA C NA 36.03508 -77.87383 Perm ROW, Temp Open Cut - 44.4 wnac005s Nash County 03020101 ROW Wetland NA 116 NA NA NA NA Wetland N/A PSS 0.21 0.03 0.00 NA NA 36.03093 -77.87708 Perm UNT to Flat Not Crossed by 44.4 snabl05 Nash County 03020101 ROW I Rock Branch Perennial 1 NA NA NA NA NA Centerline N/A NA NA NA NA C NA 36.03073 -77.87667 Perm ROW, Temp Open Cut - 44.4 wnsc005f Nash County 03020101 ROW Wetland NA 195 NA NA NA NA Wetland N/A PFO 0.37 0.15 0.00 NA NA 36.03009 -77.87786 Perm ROW, NC AP -2 Temp Flat Rock 135 44.4 snac001 Nash County 03020101 ROW Branch Perennial 6 NA 142 NA NA Data and Pump 1 NA NA NA NA C, NSW NA 36.03032 -77.87787 Perm ROW, Temp Open Cut - 44.7 wrag0l2f Nash County 03020101 ROW Wetland NA 233 NA NA NA NA Wetland N/A PFO 0.47 0.17 0.00 NA NA 36.02691 -77.88185 Penn ROW, NC AP -2 Temp Flat Rock 136 44.8 snag012 Nash County 03020101 ROW Branch Perennial 7 NA 89 NA NA Dam and Pump 1 NA NA NA NA C,NSW NA 36.02694 -77.88193 Perm ROW, NC AP -2 Temp Open Cut - 137 45.4 wnac0061 Nash County 03020101 ROW Wetland NA 264 NA NA NA NA Wetland N/A PFO 0.51 0.18 0.00 NA NA 36.02254 -77.89081 Perm ROW, NC AP -2 Temp Open Cut- ub138 138 45.6 wnabl03f Nash County 03020101 ROW Wetland NA 533 NA NA NA NA Wetland N/A PFO 1.02 0.37 0.00 NA NA 36.02208 -77.89516 Perm ROW, NC AP -2 Temp UNT to Pig Dam and Pump 139 47.2 snah008 Nash County03020101 ROW Basket Creek Perennial 5 NA 123 NA NA or Flume 1 NA NA NA NA C NA 36.00534 -77.91022 C-14 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Temp Open Cut - 47.2 wnah02lf Nash County 03020101 ROW Wetland NA 29 NA NA NA NA Wetland N/A PFO 0.04 0.02 0.00 NA NA 36.00534 -77.90999 Temp Not Crossed by 47.6 wnah022f Nash County 03020101 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.01 0.00 0.00 NA NA 35.99990 -77.91149 Perm ROW, Temp Pig Basket 47.6 snah009 Nash County 03020101 ROW Creek Perennial 30 NA 124 NA NA Flume I NA NA NA NA C, NSW NA 35.99955 -77.91155 Penn ROW, Temp UNT to Pig 47.6 snah010 Nash County 03020101 ROW Basket Creek Intermittent 9 NA 161 NA NA Dam and Pump 1 NA NA NA NA C NA 35.99931 -77.91167 Perm ROW, Temp Open Cut - 47.7 wnah022f Nash County 03020101 ROW Wetland NA 2450 NA NA NA NA Wetland N/A PFO 4.22 1.69 0.00 NA NA 35.99630 -77.91035 Penn ROW, Temp Open Cut - 48.1 wnah022e Nash County 03020101 ROW Wetland NA 165 NA NA NA NA Wetland N/A PEM 0.28 0.00 0.00 NA NA 35.99307 -77.90883 Perm ROW, Temp Open Cut - 48.2 vmah022f Nash County 03020101 ROW Wetland NA 1112 NA NA NA NA Wetland N/A PFO 1.93 0.77 0.00 NA NA 35.99141 -77.90900 Perm ROW, Temp Open Cut - 48.4 wnah023f Nash County 03020101 ROW Wetland NA 1041 NA NA NA NA Wetland N/A PFO 1.88 0.73 0.00 NA NA 35.98769 -77.90940 Penn ROW, Temp ATWS, DKWQ_N Temp Open Cut - 48.6 C 001 Nash County 03020101 ROW Wetland NA 90 NA NA NA NA Wetland N/A PFO 0.15 0.06 0.00 NA NA 35.98637 -77.90917 Penn ROW, Temp ATWS, DKWQ_N Temp Open Cut - 48.6 C 002 Nash County 03020101 ROW Wetland NA 291 NA NA NA NA Wetland N/A PEM 0.66 0.00 0.00 NA NA 35.98525 -77.90963 Penn ROW, NC AP -2 Temp Not Crossed by 140 48.7 wnah023e Nash County 03020101 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.03 0.00 0.00 NA NA 35.98568 -77.91023 Perm ROW, DKWQ_N Temp Open Cut - 48.7 C 003 Nash County 03020101 ROW Wetland NA 642 NA NA NA NA Wetland N/A PFO 1.51 0.44 0.00 NA NA 35.98409 -77.91010 Temp Not Crossed by 48.7 vmah023f=0101 0101 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.03 0.00 0.00 NA NA 35.98438 -77.91141 Perm ROW, NC AP -2 DKSQ_NCTemp 140 48.7 002 ROW Ston Creek Perennial 29 NA 77 NA NA Flume 1 NA NA NA NA C, NSW NA 35.98419 -77.91008 C-15 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I -IDC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Temp Open Cut - 48.9 wnah024f Nash County 03020101 ROW Wetland NA 713 NA NA NA NA Wetland N/A PFO 1.26 0.49 0.00 NA NA 35.98192 -77.91321 NC AP-2Temp UNT to Not Crossed by 141 49.2 snah016 Nash County 03020101 ROW Stony Creek Perennial NA NA 40 NA NA Centerline N/A NA NA NA NA C NA 35.97928 -77.91462 Perm ROW, NC AP -2 Temp UNT to Dam and Pump 142 49.5 snah017 Nash County 03020101 ROW Stony Crock Perennial 8 NA 159 NA NA or Flume 1 NA NA NA NA C NA 35.97525 -77.91362 Perm ROW, Temp UNT to Data and Pump 50.2 snagOO8 Nash County 03020101 ROW Ston Creek Perennial 19 NA 65 NA NA or Flume 1 NA NA NA NA C NA 35.96767 -77.92068 Perm ROW, Temp UNT to Dam and Pump 50.2 anag,007 Nash County 03020101 ROW Stony Creek Perennial 6 NA 57 NA NA or Flume I NA NA NA NA C NA 35.96742 -77.92128 Penn ROW, NC AP -2 Temp Open Cut- ub143 143 50.3 was 06f Nash County 03020101 ROW Wetland NA 99 NA NA NA NA Wetland N/A PFO 0.20 0.07 0.00 NA NA 35.96754 -77.92190 Perm ROW, Temp Not Crossed by 50.7 -g,00517 Nash County 03020101 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.07 0.00 0.00 NA NA 35.96527 -77.92976 Perm ROW, Temp Open Cut - 50.8 was 04f Nash County 03020101 ROW Wetland NA 113 NA NA NA NA Wetland N/A PFO 0.21 0.08 0.00 NA NA 35.96436 -77.92993 Penn ROW, NC AP -2 TempUNT to Flume or Data 144 50.8 snag005 Nash County 03020101 ROW Ston Creek Perennial 4 NA 70 NA NA and Pump 1 NA NA NA NA C NA 35.96502 -77.92980 Perm ROW, Temp Open Cut - 51.5 was 008f Nash County 03020101 ROW Wetland NA 575 NA NA NA NA Wetland N/A PFO 1.03 0.39 0.00 NA NA 35.95828 -77.94058 Penn ROW, Temp UNT to Dam and Pump WSIV, 51.5 s.ag009 Nash County 03020101 ROW Stony Creek Perennial 17 NA 193 NA NA or Flume 1 NA NA NA NA NSW NA 35.95805 -77.94019 Perm ROW, NC AP -2 Temp UNT to Dam and Pump 145 1.6 sna 10 Nash County03020101 ROW Ston Creek Perennial 6 NA 63 NA NA or Flume 1 NA NA NA NA C NA 35.95745 -77.94139 Penn �52.0 ROW, NC AP -2 Temp Open Cut- ub 146 146 was 07f Nash County 03020101 ROW Wetland NA 134 NA NA NA NA Wetland N/A PFO 0.23 0.09 0.00 NA NA 35.95328 -77.94506 UNT to NC AP -2 Sapony Not Crossed by 147 52.0 snabl0l Nasb County 03020101 Penn AR Creek Perennial NA NA NA NA 0.00 Centerline N/A NA NA NA NA C NA 35.95255 -77.94324 NC AP -2 1 Not Crossed by 148 53.1 wougollf Nash County 03020101 Perm AR Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.94240 -77.96455 Penn NC AP -2 ROW, Open Cut - 149 53.3 wnah030e Nash County 03020101 Terar, Wetland NA 246 NA NA NA NA Wetland N/A PEM 0.42 0.00 0.00 NA NA 35.93821 -77.95870 C-16 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Inn t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Perm ROW, UNT to Temp Sapony 53.3 snah021 NashCounty 03020101 ROW Creek Perennial 24 NA 105 NA NA Dam and Pump 1 NA NA NA NA C NA 35.93828 -77.95883 Perm ROW, NC AP -2 Temp Open Cut - 150 53.5 wnah029f Nash County 03020101 ROW Wetland NA 370 NA NA NA NA Wetland N/A PFO 0.58 0.25 0.00 NA NA 35.93542 -77.96023 Penn ROW, NC AP -2 Temp Little Sapony Open Cut - 151 53.7 wnah028f Nash County 03020101 ROW Creek NA 2192 NA NA NA NA Wetland N/A PFO 3.86 1.51 0.00 NA NA 35.93070 -77.96353 Perm AR, Perm ROW, NC AP -2 Temp Open Cut - 152 54.3 wnah027f Nash County 03020101 ROW Wetland NA 1374 NA NA NA NA Wetland N/A PFO 2.22 0.94 0.00 NA NA 35.92338 -77.96821 NC AP -2 Unnamed Open Not Crossed by 153 54.5 ons 003 Nash County 03020101 Penn AR Pond Water NA NA NA NA 0.00 Centerline N/A NA NA NA NA NA NA 35.92368 -77.96967 Perm ROW, NC AP -2 Temp Open Cut- ub154 154 54.9 wnah026f Nash County 03020101 ROW Wetland NA 423 NA NA NA NA Wetland N/A PFO 0.68 0.29 0.00 NA NA 35.91869 -77.97285 Perm ROW, UNT to NC AP -2 Temp Sapony Dam and Pump 154 54.9 snah020 Nash County 03020101 ROW Creek Perennial 8 NA 79 NA NA or Flume 1 NA NA NA NA C NA 35.91880 -77.97296 Perm ROW, NC AP -2 Temp Open Cut - 155 55.7 wnah032f Nash County 03020101 ROW Welland NA 52 NA NA NA NA Wetland N/A PFO 0.13 0.04 0.00 NA NA 35.91138 -77.98387 Perm ROW, NC AP -2 Temp Open Cut - 156 55.9 wnah033f Nash County 03020101 ROW Wetland NA 573 NA NA NA NA Wetland N/A PFO 0.95 0.40 0.00 NA NA 35.90850 -77.98602 Penn ROW, UNT to Temp Sapony Dam and Pump 56.1 snah023 Nash County 03020101 ROW Creek Perennial 14 NA 177 NA NA or Flume 1 NA NA NA NA C NA 35.90601 -77.98794 Perm ROW, Temp Open Cut - 56.2 wnah031£ Nash County 03020101 ROW Wetland NA 2951 NA NA NA NA Wetland N/A PFO 4.76 2.03 0.00 NA NA 35.90148 -77.99105 Penn ROW, Temp Sapony WSIV, 56.3 snah024 Nash County 03020101 ROW Creek Perennial 30 NA 133 NA NA Flume 1 NA NA NA NA NSW NA 35.90407 -77.98937 Perm ROW, UNT to NC AP -2 Temp Sapony 157 56.6 snah022 Nash County 03020101 ROW Creek Perennial 23 NA 371 NA NA Dam and Pump 1 NA NA NA NA C NA 35.89875 -77.99278 Perm ROW, NC AP -2 Temp Open Cut - 158 56.8 -ah025f Nash County 03020101 ROW Wetland NA 1633 NA NA NA NA Wetland N/A PFO 2.85 1.13 0.00 NA NA 35.89518 -77.99436 C-17 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, UNT to Temp Sapony 57.0 snah019 Nash County 03020101 ROW Creek Intermittent 10 NA 88 NA NA Dam and Pump 1 NA NA NA NA C NA 35.89426 -77.99458 Perm ROW, NC AP -2 Temp Open 57.9 - nam012f Nash Coun 03020101 ROW Wetland NA 2934 NA NA NA NA Wetland N/A PFO 4.74 2.02 0.00 NA NA 35.87582 -77.99718 Perm ROW, Temp Open Cut - 58.8 was 004f Nash County03020101 ROW Wetland NA 36 NA NA NA NA Wetland N/A PFO 0.05 0.02 0.00 NA NA 35.86934 -77.99849 Perm ROW, NC AP -2 Temp UNT to Tar Dam and Pump 160 58.8 anap,004 NashCounty 03020101 ROW River Perennial 3 NA 76 NA NA or Flume 1 NA NA NA NA C NA 35.86927 -77.99855 Penn ROW, Temp UNT to Tar Data and Pump 59.1 sna 003 Nash Count 03020101 ROW River Intermittent 8 NA 304 NA NA or Flume 1 NA NA NA NA C NA 35.86667 -78.00052 Perm ROW, Temp Open Cut - 59.1 -ap,003f Nash County 03020101 ROW Wetland NA 179 NA NA NA NA Wetland N/A PFO 0.24 0.12 0.00 NA NA 35.86584 -78.00088 NC AP -2 Perm UNT to Tar Dam and Pump 161 59.1 anal,002 Nash County 03020101 ROW River Intermittent 3 NA 57 NA NA or Flame 1 NA NA NA NA C NA 35.86590 -78.00075 NC AP -2 Perm 162 1 59.3 1 was 002fk Nash County 03020101 ROW Wetland NA 66 NA NA NA NA HDD N/A PFO 0.00 0.00 0.00 NA NA 1 35.86273 -78.00318 P- 59.4 was 00lfk Nash County 03020101 ROW Wetland NA 17 NA NA NA NA HDD N/A PFO 0.00 0.00 0.00 NA NA 35.86236 -78.00384 ASFA, February NC AP -2 Perm WSIV, 15 to 163 59.4 nam011 cNash County 03020101 ROW Tar River Perennial 159 NA 0 NA NA HDD N/A NA NA NA NA NSW June 30 35.86184 -78.00396 NC AP -2 Temp Not Crossed by 164 59.8 vmaoollf Nash County 03020101 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.85783 -78.00742 Perm GB, Penn ROW, Temp GB, NC AP -2 Temp UNT to Tar Dam and Pump 165 60.4 snao009 Nash Cowry 03020101 ROW River Ephemeral 3 NA 767 NA NA or Flume 1 NA NA NA NA C NA 35.85087 -78.01450 Perm ROW, NC AP -2 Temp Open Cut - 166 60.6 wmm010f Nash County 03020203 ROW Little Swamp NA 1353 NA NA NA NA Wetland N/A PFO 2.45 0.93 0.00 NA NA 35.84569 -78.01565 Peron AR, Perm ROW, Temp Open Cut - 61.2 wnao009f Nash County 03020203 ROW Wetland NA 192 NA NA NA NA Wetland N/A PFO 0.28 0.13 0.00 NA NA 35.83835 -78.01856 Perm AR, 'ROW NC AP -2 Temp Open Cub 167 61.3 was 006f Nash Count 03020203 ROW Wetland NA 245 NA NA NA NA Wetland N/A PFO 0.42 0.17 0.00 NA NA 35.83808 -78.01913 C-18 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, NC AP -2 Temp Open Cut- ub168 168 61.8 wnao008f Nash County 03020203 ROW Wetland NA 262 NA NA NA NA Wetland N/A PFO 0.48 0.18 0.00 NA NA 35.83201 -78.02401 Perm ROW, UNT to NC AP -2 Temp Toisnot Data and Pump 169 61.9 snao008 Nash County 03020203 ROW Swamp Ephemeral 3 NA 137 NA NA or Flume 1 NA NA NA NA C NA 35.83041 -78.02542 NC AP -2 Temp Not Crossed by 170 62.1 wnao007f Nash County 03020203 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.82828 -78.02723 Penn ROW, NC AP -2 Temp Open Cut - 171 62.3 wnao006f Nash County 03020203 ROW Welland NA 846 NA NA NA NA Wetland N/A PFO 1.45 0.58 0.00 NA NA 35.82520 -78.02916 Perm ROW, Temp Open Cut - 62.6 wnao005f Nash County 03020203 ROW Wetland NA 493 NA NA NA NA Wetland N/A PFO 0.79 0.34 0.00 NA NA 35.82123 -78.03036 UNT to NC AP -2 Penn Toisnot Dam and Pump 172 62.7 snao007 Nash County 03020203 ROW Swaarp Intermittent 2 NA 31 NA NA or Flume 1 NA NA NA NA C NA 35.82079 -78.03089 Penn ROW, Temp Toisnot Open Cut - 62.8 wnao004f Nash County 03020203 ROW Swam NA 499 NA NA NA NA Wetland N/A PFO 0.92 0.35 0.00 NA NA 35.81891 -78.03265 Perm ROW, Temp Toisnot Not Crossed by WSIII, 62.8 -o003 Nash County 03020203 ROW Swam Pond NA NA NA NA NA Centerline N/A NA NA NA NA NSW NA 35.81952 -78.03243 Penn Toisnot Not Crossed by WSIII, 62.9 onao002 Nash County 03020203 ROW Swam Pond NA NA NA NA NA Centerline N/A NA NA NA NA NSW NA 35.81815 -78.03300 Penn ROW, UNT to NC AP -2 Temp Toisnot Dam and Pump 173 63.0 snao006 Nash County 03020203 ROW Swam E hememl 4 NA 231 NA NA or Flume 1 NA NA NA NA C NA 35.81745 -78.03371 Perm ROW, UNT to Temp Beaverdam Dam and Pump 63.3 1 snao005 Nash County 1 03020203 ROW I Creek Ephemeral 1 2 NA 1 90 NA I NA or Flume 1 NA NA NA NA C NA 35.81320 -78.03693 Penn ROW, Temp Open Cut - 63.3 wnao003f Nash County 03020203 ROW Welland NA 179 NA NA NA NA Wetland N/A PFO 0.30 0.12 0.00 NA NA 35.81299 -78.03738 Perm ROW, UNT to NC AP -2 Temp Beaverdam Dam and Pump 174 63.3 snaoOO4 Nash County 3020203 ROW Creek Intermittent 5 NA 79 NA NA or Flume 1 NA NA NA NA C NA 35.81300 -78.03728 Penn ROW, UNT to NC AP -2 Temp Beaverdam Dam and Pump 175 63.5 snao003 Nash County03020203 ROW Creek E hemeral 6 NA 116 NA NA or Flume 1 NA NA NA NA C NA 35.81097 -78.03878 Perm ROW, UNT to NC AP -2 Temp Bloomers Data and Pump 176 64.5 snao002 Nash County 03020203 ROW Swam E hemeral 2 NA 129 NA NA or Flume 1 NA NA NA NA C NA 35.79797 -78.04510 Perm NC AP -2 ROW, Open Cut - 177 64.6 nao002f Nash Cam 03020203 Tem Wetland NA 2150 NA NA NA NA Wetland N/A PFO 3.67 1.48 0.00 NA NA 35.79430 -78.04870 C-19 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing g Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude ROW Temp Unnamed Not Crossed by 64.6 1 onao0o1 Nash County 1 03020203 ROW Pond Pond I NA NA I NA NA NA Centerline N/A NA NA NA NA NA NA 1 35.79675 -78.04678 Penn ROW, UNT to NC AP -2 Temp Bloomery Dam and Pump 178 65.1 snahO3O Nash County 03020203 ROW Swamp Perennial 8 NA 110 NA NA or Flume 1 NA NA NA NA C NA 35.79033 -78.05207 Perm ROW, UNT to NC AP -2 Temp Bloomery Data and Pump 179 65.2 snah031 Nash County 03020203 ROW Swarnp Perennial 6 NA 110 NA NA or Flume 1 NA NA NA NA C NA 35.79020 -78.05209 Penn ROW, NC AP -2 Temp Open Cut - 180 65.3 wnao00lf Nash County 03020203 ROW Wetland NA 408 NA NA NA NA Wetland N/A PFO 0.75 0.27 0.00 NA NA 35.78752 -78.05294 Perm ROW, NC AP -2 Temp UNT to Dam and Pump 181 65.6 anao001 Nash County 03020203 ROW Juniper Creek Ephemeral 2 NA 110 NA NA or Flume 1 NA NA NA NA C NA 35.78449 -78.05438 Penn ROW, NC AP -2 Wilson Temp Bloomery Open Cut- ub182 182 66.0 wwm02lf County 03020203 ROW S -p NA 284 NA NA NA NA Wetland N/A PFO 0.50 0.20 0.00 NA NA 35.77879 -78.05564 Perm ROW, NC AP -2 Wilson Temp UNT to Dam and Pump 183 66.1 swio015 County 03020203 ROW Juniper Creek Perennial 9 NA 122 NA NA or Flume I NA NA NA NA C NA 35.77787 -78.05505 Penn ROW, NC AP -2 Wilson Temp UNT to Dam and Pump 184 66.3 swio016 County 03020203 ROW Juni er Creek Intermittent 8 NA 210 NA NA or Flume 1 NA NA NA NA C NA 35.77557 -78.05342 Perm ROW, NC AP -2 Wilson Temp Open Cut - 185 66.5 wwio018f County 03020203 ROW Wetland NA 173 NA NA NA NA Wetland N/A PFO 0.30 0.12 0.00 NA NA 35.77239 -78.05283 Perm ROW, Wilson Temp Open Cut - 66.6 wwio017f County 03020203 ROW Wetland NA 552 NA NA NA NA Wetland N/A PFO 0.90 0.38 0.00 NA NA 35.76882 -78.05326 Perm ROW, Temp ATWS, NC AP -2 DKWQ_N Wilson Temp Open Cut - 186 66.8 C 004 County 03020203 ROW Wetland NA 813 NA NA NA NA Wetland N/A PFO 2.36 0.56 0.00 NA NA 35.76770 -78.05400 Perm ROW, UNT to Wilson Temp Millstone 67.7 swio001 County 03020203 ROW Creek Intermittent 8 NA 202 NA NA Dam and Pump 1 NA NA NA NA C NA 35.75606 -78.05287 Perm ROW, Wilson Temp Open cut - 67.7 wwio00ls County 03020203 ROW Wetland NA 360 NA NA NA NA Wetland N/A PSS 0.64 0.08 0.00 NA NA 35.75565 -78.05338 Penn ROW, I NC AP -2 Wilson Temp OpenCub 187 67.8 wwio001f Count 03020203 ROW Wetland NA 112 NA NA NA NA Wetland N/A PFO 0.17 0.08 0.00 NA NA 35.75549 -78.05349 C-20 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude Penn ROW, UNT to Wilson Temp Millstone 67.8 swio002 County 03020203 ROW Creek Perennial 2 NA 78 NA NA Dam and Pump 1 NA NA NA NA C NA 35.75552 -78.05352 Perm ROW, NC AP -2 Wilson Temp Open Cut - 188 68.0 wwio002f County03020203 ROW Wetland NA 136 NA NA NA NA Wetland N/A PFO 0.24 0.09 0.00 NA NA 35.75362 -78.05652 Perm ROW, UNT to NC AP -2 Wilson Temp Marsh Dam and Pump 189 68.3 swio003 County 03020203 ROW Swam Intermittent 5 NA 114 NA NA or Flume 1 NA NA NA NA C NA 35.75232 -78.06145 Perm ROW, Wilson Temp Open cut - 69.1 wwio004e County 03020203 ROW Wetland NA 100 NA NA NA NA Wetland N/A PEM 0.12 0.00 0.00 NA NA 35.74473 -78.07240 Penn ROW, UNT to Wilson Temp Marsh Data and Pump 69.1 swio004 County 03020203 ROW Swamp Perennial 22 NA 286 NA NA or Flume 1 NA NA NA NA C NA 35.74530 -78.07149 Perm ROW, NC AP -2 Wilson Temp Open Cut - 190 69.1 wwio004f County 03020203 ROW Wetland NA 96 NA NA NA NA Wetland N/A PFO 0.25 0.07 0.00 NA NA 35.74539 -78.07156 Penn ROW, Wilson Temp Open Cut - 69.3 wwto005f County 03020203 ROW Wetland NA 334 NA NA NA NA Wetland N/A PFO 0.59 0.23 0.00 NA NA 35.74381 -78.07505 Perm ROW, UNT to NC AP -2 Wilson Temp Marsh 191 69.3 swio005 County 03020203 ROW Swamp Perennial 9 NA 103 NA NA Dam and Pump 1 NA NA NA NA C NA 35.74382 -78.07492 Perm ROW, UNT to NC AP -2 Wilson Temp Marsh Dam and Pump 192 69.5 swm006 County 03020203 ROW Swamp Intermittent 5 NA 110 NA NA or Flume 1 NA NA NA NA C NA 35.74157 -78.07694 Perm ROW, Wilson Temp Open Cut - 69.6 wwio006f County 03020203 ROW Wetland NA 338 NA NA NA NA Wetland N/A PFO 0.58 0.23 0.00 NA NA 35.73901 -78.07850 Perm ROW, NC AP -2 Wilson Temp Marsh 193 69.7 swio007 County 03020203 ROW Swam Perennial 9 NA 83 NA NA DannamiPump 1 NA NA NA NA C,NSW NA 35.73860 -78.07861 Perm ROW, NC AP -2 Wilson Temp Open Cut - 194 69.9 wwm007f County 03020203 ROW Wetland NA 450 NA NA NA NA Wetland N/A PFO 0.75 0.31 0.00 NA NA 35.73580 -78.07963 Perm ROW, Wilson Temp Open cut - 70.3 wwio009f many ROW Wetland NA 591 NA NA NA NA Wetland N/A PFO 1.00 0.41 0.00 NA NA 35.73165 -78.08442 Penn ROW, UNT to NC AP -2 Wilson Temp Marsh Dam and Pump 195 70.4 swio009 County 03020203 ROW Swam Perennial 4 NA 94 NA NA or Flume 1 NA NA NA NA C NA 35.73113 -78.08505 NC AP -2 Wilson Temp Not Crossed by 196 70.5 wwi 020f Count 03020203 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.01 0.00 0.00 NA NA 35.72948 -78.08582 C-21 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude Penn ROW, Wilson Temp Open Cut - 70.5 wwio008f County 03020203 ROW Wetland NA 51 NA NA NA NA Wetland N/A PFO 0.08 0.04 0.00 NA NA 35.72969 -78.08519 Perm ROW, UNT to Wilson Temp Marsh Data and Pump 70.5 swio008 County 03020203 ROW Swam Perennial 9 NA 97 NA NA or Flume I NA NA NA NA C NA 35.72910 -78.08555 Perm ROW, NC AP -2 Wilson Temp Open Cut- ub197 197 70.9 wwio012f County 03020203 ROW Wetland NA 898 NA NA NA NA Wetland N/A PFO 1.52 0.62 0.00 NA NA 35.72297 -78.08695 Perm ROW, UNT to Wilson Temp Marsh 70.9 swio013 County 03020203 ROW Swamp Perennial 19 NA 274 NA NA Data and Pump 1 NA NA NA NA C NA 35.72364 -78.08689 Penn ROW, UNT to Wilson Temp Marsh 71.0 swio011 County 03020203 ROW Swarrm Perennial 16 NA 84 NA NA Flume 1 NA NA NA NA C NA 35.72273 -78.08704 Perm ROW, UNT to NC AP -2 Wilson Temp Marsh 197 71.0 swio012 County 03020203 ROW Swam Intermittent 10 NA 76 NA NA Data and Pump 1 NA NA NA NA C NA 35.72269 -78.08724 Penn ROW, NC AP -2 Wilson Temp Open Cut - 198 71.3 wwio013f County 03020203 ROW Wetland NA 668 NA NA NA NA Wetland N/A PFO 1.16 0.46 0.00 NA NA 35.71679 -78.08893 Perm ROW, NC AP -2 Wilson Temp Open Cut - 199 71.6 wwi 00If County 03020203 ROW Wetland NA 182 NA NA NA NA Wetland N/A PFO 0.30 0.12 0.00 NA NA 35.71333 -78.09045 Perm ROW, NC AP -2 DKWQ_N Wilson Temp Not Crossed by 200 71.8 C 005 County 03020203 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.02 0.00 0.00 NA NA 35.71214 -78.09335 Perm ROW, UNT to Wilson Temp Contenmea Dam and Pump 72.2 swi 001 County 03020203 ROW Creek Ephemeral 6 NA 193 NA NA or Flume 1 NA NA NA NA C NA 35.70838 -78.09728 Perm ROW, UNT to Wilson Temp Contenmca Data and Pump 72.3 swicool County 03020203 ROW Creek Intermittent 5 NA 122 NA NA or Flume 1 NA NA NA NA C NA 35.70695 -78.09753 Penn ROW, NC AP -2 Wilson Temp Open Cut - 201 72.3 wwic002f County 03020203 ROW Wetland NA 109 NA NA NA NA Wetland N/A PFO 0.18 0.08 0.00 NA NA 35.70679 -78.09788 Perm ROW, UNT to NC AP -2 Wilson Temp Contenmea Dam and Pump 202 72.5 dwic001 County 03020203 ROW Creek Ditch 11 NA 119 NA NA or Flume 1 NA NA NA NA Unclassified NA 35.70479 -78.09865 NC AP -2 Wilson Penn Open Cut - 203 72.5 wwic00lf Cranny 03020203 ROW Wetland NA 62 NA NA NA NA Wetland N/A PFO 0.07 0.04 0.00 NA NA 35.70370 -78.09801 Penn ROW, NC AP -2 Wilson Temp Open Cut- ub204 204 72.9 wwic003f County 03020203 ROW Wetland NA 509 NA NA NA NA Wetland N/A PFO 0.91 0.34 0.00 NA NA 35.69737 -78.09852 C-22 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Impat Construction Restoration Cowardin Impact Conversion Loss State Reg' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude Penn ROW, Temp ATWS, Wilson Temp Open Cut - 73.1 wwibl0lf County 03020203 ROW Welland NA 1132 NA NA NA NA Wetland N/A PFO 2.33 0.78 0.00 NA NA 35.69383 -78.09966 Penn ROW, UNT to Wilson Temp Contenmea Dam and Pump 73.1 swibl00 County 03020203 ROW Creek Perennial 4 NA 118 NA NA or Flume 1 NA NA NA NA C NA 35.69588 -78.09900 Perm ROW, UNT to Wilson Temp Contenmea Dam and Pump 73.3 swib100 County 03020203 ROW Creek Perennial 6 NA 118 NA NA or Flume 1 NA NA NA NA C NA 35.69347 -78.09945 Perm ROW, Temp ATWS, UNT to Wilson Temp Contemnea Dam and Pump 73.4 swib100 County 03020203 ROW Creek Intermittent 5 NA 118 NA NA or Flume 1 NA NA NA NA C NA 35.69253 -78.09995 Perm ROW, Temp ATWS, Wilson Temp Open Cut - 73.5 wwibl00f County 03020203 ROW Welland NA 126 NA NA NA NA Wetland N/A PFO 0.39 0.09 0.00 NA NA 35.69204 -78.10188 February NC AP -2 Wilson Perm Contemnea AFSA, 15 to 205 73.6 swic002t County 03020203 ROW Creek Perennial 69 NA 0 NA NA HDD N/A NA NA NA NA WSV,NSW June 30 35.69165 -78.10442 UNT to NC AP -2 Wilson Temp Contentnea Not Crossed by 206 73.8 swic003 Com 03020203 ATWS Creek Ephemeral NA NA 95 NA NA Centerline N/A NA NA NA NA C NA 35.69094 -78.10710 UNT to NC AP -2 Wilson Temp Contenmea Not Crossed by 207 73.9 swi 008 County 03020203 ROW Creek Intermittent NA NA 1 NA NA Centerline N/A NA NA NA NA C NA 35.68881 -78.10656 Perm ROW, Wilson Temp Open Cut - 74.0 wwi 016f County 03020203 ROW Welland NA 258 NA NA NA NA Wetland N/A PFO 0.39 0.18 0.00 NA NA 35.68612 -78.10769 Penn ROW, UNT to NC AP -2 Wilson Temp Contentoea Dam and Pump 208 74.1 swi 006 County 03020203 ROW Creek Intermittent 7 NA 135 NA NA or Flume 1 NA NA NA NA C NA 35.68602 -78.10799 Perm ROW, NC AP -2 Wilson Temp Open Cut - 209 74.3 wwir,015f County 03020203 ROW Wetland NA 442 NA NA NA NA Wetland N/A PFO 0.74 0.30 0.00 NA NA 35.68399 -78.11091 UNT to NC AP -2 Wilson Buckhom 210 74.4 awio017 County 03020203 Penn AR Branch Ephemeral NA NA 19 NA 0.00 Penn AR N/A NA NA NA NA C NA 35.68257 -78.11026 Perm ROW, Wilson Temp Open Cut - 74.5 wwi 004f County 03020203 ROW Wetland NA 246 NA NA NA NA Wetland N/A PFO 0.43 0.17 0.00 NA NA 35.68156 -78.11349 Perm UNT to NC AP -2 Wilson ROW, Buckhom Dam and Pump 211 74.6 swi 002 Count 03020203 Tem Branch E hememl 3 NA 111 NA NA or Flume 1 NA NA NA NA C NA 35.68099 -78.11359 C-23 APPENDIX C-I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County ITUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude ROW Perm ROW, Wilson Temp Open Cut- 74.8 wwi OO6f County 03020203 ROW Wetland NA 1 629 NA NA NA NA Wetland N/A PFO 1.08 0.43 0.00 NA NA 35.67700 -78.11525 Perm ROW, UNT to NC AP-2 Wilson Temp Buckhom 212 74.9 swi 003 County 03020203 ROW Branch Ephemeral 5 NA 84 NA NA D--dP-p 1 NA NA NA NA C NA 35.67714 -78.11528 Penn ROW, Wilson Temp Open Cut- 75.1 wwi 007f County 03020203 ROW Wetland NA 268 NA NA NA NA Wetland N/A PFO 0.46 0.18 0.00 NA NA 35.67299 -78.11692 Perm ROW, Wilson Temp Open cut- 75.2 wwi 008f County 03020203 ROW Wetland NA 121 NA NA NA NA Wetland N/A PFO 0.20 0.08 0.00 NA NA 35.67196 -78.11718 Penn ROW, NC AP-2 Wilson Temp Open Cut- 213 75.2 wwm00lf County 03020203 ROW Wetland NA 276 NA NA NA NA Wetland N/A PFO 0.53 0.19 0.00 NA NA 35.67140 -78.11814 Perm ROW, Wilson Temp Open Cut- ub75.6 75.6 wwi 019f County 03020203 ROW Wetland NA 508 NA NA NA NA Wetland N/A PFO 0.80 0.35 0.00 NA NA 35.66515 -78.12002 Perm ROW, UNT to Wilson Temp Buckhom Dam and Pump 75.8 swit,017 County 03020203 ROW Branch Perennial 5 NA 83 NA NA or Flume 1 NA NA NA NA C NA 35.66487 -78.12057 Perm ROW, UNT to NC AP-2 Wilson Temp Buckhom Not Crossed by 214 75.8 swi 009 County 03020203 ROW Branch Intermittent NA NA 3 NA NA Centerline N/A NA NA NA NA C NA 35.66459 -78.12103 Perm ROW, Wilson Temp OpenCut- 76.0 wwi 013f County 03020203 ROW Wetland NA 4164 NA NA NA NA Wetland N/A PFO T12 2.86 0.00 NA NA 35.65851 -78.12796 Penn ROW, Wilson Temp Open Cut- 76.8 wwi 013e County 03020203 ROW Wetland NA 39 NA NA NA NA Wetland N/A PEM 0.06 0.00 0.00 NA NA 35.65340 -78.13123 Perm ROW, NC AP-2 Wilson Temp Open Cut- 215 76.8 wwi Ol3f County 03020203 ROW Wetland NA 182 NA NA NA NA Wetland N/A PFO 0.31 0.13 0.00 NA NA 35.65314 -78.13133 Penn ROW, NC AP-2 Wilson Temp Open Cut- 216 76.9 wwi 014f County 03020203 ROW Wetland NA 285 NA NA NA NA Wetland N/A PFO 0.51 0.20 0.00 NA NA 35.65243 -78.13236 Perm ROW, NC AP-2 Wilson Temp Open Cut- 217 77.0 wwio016f Count, 03020203 ROW Wetland NA 140 NA NA NA NA Wetland N/A PFO 0.22 0.10 0.00 NA NA 35.65068 -78.13370 Perm NC AP-2 Wilson ROW, mCut- open 218 77.3 wwio015f Com 03020203 Tem Wetland NA 257 NA NA NA NA Wetland N/A PFO 0.41 0.17 0.00 NA NA 35.64811 178.13663 C-24 APPENDIX C-I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ty Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County ITUC 8 Crossed a Name Regime feet feet feet a (acre) Method r Type Class n acres i(acres) i (acres), Close Restrictions Latitude Longitude ROW Wilson Temp Not Crossed by 77.4 1 wwio014s County 03020203 ROW Wetland NA I NA NA NA NA I NA Centerline I N/A PSS 1 0.00 0.00 1 0.00 NA NA 35.64632 1 -78.13894 Perm ROW, NC AP-2 Wilson Temp Open Cut- 219 77.5 wwio014f County 03020203 ROW Wetland NA 1113 NA NA NA NA Wetland N/A PFO 1.89 0.77 0.00 NA NA 35.64491 -78.13964 Perm ROW, NC AP-2 Johnston Temp Open Cut- 220 77.9 w%oo003f County 03020203 ROW Wetland NA 1797 NA NA NA NA Wetland N/A PFO 3.13 1.24 0.00 NA NA 35.63888 -78.14595 Penn ROW, NC AP-2 Johnston Temp Open Cut- 220 78.5 w'oo002f County 03020201 ROW Wetland NA 966 NA NA NA NA Wetland N/A PFO 1.70 0.67 0.00 NA NA 35.63397 -78.15089 Perm ROW, UNT to Little NC AP-2 Johnston Temp Buffalo Dam and Pump 221 78.9 s"ob101 County 03020201 ROW Creek Ephemeral 2 NA 128 NA NA or Flume I NA NA NA NA C NA 35.63050 -78.15419 Perm ROW, UNIT to Little NC AP-2 Johnston Temp Buffalo Data and Pump 222 78.9 s'ob102 Count 03020201 ROW Creek Ephemeral 2 NA 112 NA NA or Flume 1 NA NA NA NA C NA 35.62990 -78.15491 Perm ROW, Johnston Temp Open Cut- 79.1 aw obl09f County 03020201 ROW Wetland NA 251 NA NA NA NA Wetland N/A PFO 0.36 0.17 0.00 NA NA 35.62802 -78.15609 Perm GB Penn ROW, Temp GB, UNT to Little NC AP-2 Johnston Temp Buffalo Dam and Pump 223 79.2 s'ob103 County 03020201 ROW Creek Perennial 26 NA 96 NA NA or Flume 1 NA NA NA NA C NA 35.62685 -78.15752 Johnston Perm GB, Not Crossed by 79.3 w oo 03917 County 03020201 Ttant, GB Wetland NA NA NA NA NA NA Centerline N/A PFO 0.06 0.00 0.00 NA NA 35.62642 -78.15916 Perm ROW, NC AP-2 Johnston Temp Open Cut- 224 79.3 w'obllOf County 03020201 ROW Wetland NA 125 NA NA NA NA Wetland N/A PFO 0.21 0.09 0.00 NA NA 35.62542 -78.15944 Penn ROW, Johnston Temp Open Cut- 79.4 wjobl IIs County 03020201 ROW Wetland NA 463 NA NA NA NA Wetland N/A PSS 0.81 0.11 0.00 NA NA 35.62465 -78.16156 Perm ROW, NC AP-2 Johnston Temp Little Buffalo 225 79.5 s'ob 104 County 03020201 ROW Creek Perennial 30 NA 101 NA NA Flume 1 NA NA NA NA C, NSW NA 35.62425 -78.16224 Perm ROW, NC AP-2 Johnston Temp Open Cut- 226 79.7 w'ob106f County 03020201 ROW Wetland NA 99 NA NA NA NA Wetland N/A PFO 0.18 0.07 0.00 NA NA 35.62310 -78.16486 Perm ROW, NC AP-2 Johnston Temp Open cut- 79.8 w'o610517 County 03020201 ROW Wetland NA 517 NA NA NA NA Wetland N/A PFO 0.86 0.36 0.00 NA NA 35.62175 -78.16713 C-25 APPENDIX C-I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ty Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Johnston Temp Open Cut- 79.9 w'ob105e County 03020201 ROW Wetland NA 41 NA NA NA NA Wetland N/A PEM 0.07 0.00 0.00 NA NA 35.62118 -78.16848 Perm ROW, NC AP-2 Johnston Temp Open Cut- 228 80.1 wj.00004f County 03020201 ROW Wetland NA 1102 NA NA NA NA Wetland N/A PFO 1.90 0.76 0.00 NA NA 35.61864 -78.17199 Perm ROW, NC AP-2 Johnston Temp Open Cut- 229 80.4 w'o 022f County 03020201 ROW Wetland NA 586 NA NA NA NA Wetland N/A PFO 1.00 0.40 0.00 NA NA 35.61569 -78.17443 Perm ROW, NC AP-2 Johnston Temp Open Cut- 230 80.6 op,020f County 03020201 ROW Wetland NA 1367 NA NA NA NA Wetland N/A PFO 2.27 0.94 0.00 NA NA 35.61227 -78.17684 Penn ROW, Johnston Temp Open Cut- 81.0 w'o 02lf County 03020201 ROW Wetland NA 771 NA NA NA NA Wetland N/A PFO 1.32 0.53 0.00 NA NA 35.60836 -78.17955 Perm ROW, NC AP-2 Johnston Temp UNT to Little Dam and Pump 231 81.0 spp,013 County 03020201 ROW River Intermittent 3 NA 134 NA NA or Open Cut l NA NA NA NA C NA 35.60912 -78.17876 Perm ROW, NC AP-2 Johnston TempOPen Cut- 232 81.4 w'oo009f County03020201 ROW Wetland NA 92 NA NA NA NA Wetland N/A PFO 0.17 0.06 0.00 NA NA 35.60699 -78.18490 Perm ROW, NC AP-2 Johnston Temp Open Cut- 233 81.5 oo010e County 03020201 ROW Wetland NA 13 NA NA NA NA Wetland N/A PEM 0.02 0.00 0.00 NA NA 35.60637 -78.18636 Perm ROW, Johnston Temp Open Cut- 81.9 w o 004f Coun 03020201 ROW Wetland NA 795 NA NA NA NA Wetland N/A PFO 1.32 0.54 0.00 NA NA 35.60018 -78.19009 Perm ROW, NC AP-2 Johnston Temp UNT to Little Dam and Pump 234 82.0 s'o 003 County03020201 ROW River Intermittent 5 NA 81 NA NA or Flume 1 NA NA NA NA C NA 35.59921 -78.19072 Johnston Perm 82.5 'oe001ft County 03020201 ROW Wetland NA 87 NA NA NA NA HDD N/A PFO 0.00 0.00 0.00 1 NA NA 35.59541 -78.19610 Johnston Perm LINT to Little 82.5 soe001 r County 03020201 1 ROW River 1 Intermittent 2 1 NA 0 NA NA HDD N/A NA NA NA NA C NA35.59465 -78.19637 February Johnston Penn AFSA, 15 to 82.5 sjoeGO2c County 03020201 ROW Little River Perennial 57 NA 0 NA NA HDD N/A NA NA NA NA WSV, NSW June 30t35.59356 35.59444 -78.19665 NC AP-2 Johnston Penn UNT to Little 235 82.6oe004c County03020201 ROW River Intermittent 6 NA 0 NA NA HDD N/A NA NA NA NA C NA35.59392 -78.19742 NC AP-2 Johnston Penn 235 82.6 be002fe County03020201 ROW Wetland NA 408 NA NA NA NA HDD N/A PFO 0.00 0.00 0.00 NA NA -78.19794 Penn ROW, NC AP-2 Johnston Temp Open Cut- ub236 236 83.2 wjoe004f County 03020201 ROW Wetland NA 345 NA NA NA NA Wetland N/A PFO 0.60 0.24 0.00 NA NA 35.58893 -78.20475 NC AP-2 Johnston Perm UNT to Data and Pump 237 83.4 s'oe005 County 03020201 ROW, Buffalo Perennial 6 NA 113 NA NA or Flume 1 NA NA NA NA C NA 35.58734 -78.20735 C-26 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County ITUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Temp Creek ROW Penn ROW, UNTto NC AP -2 Johnston Temp Buffalo Dam and Pump 238 83.5 a'oe006 County 03020201 ROW Creek Intermittent 3 NA 186 NA NA or Flume 1 NA NA NA NA C NA 35.58696 -78.20803 Penn ROW, NC AP -2 Johnston Temp Open Cut - 239 83.7 wj.pOl7f County 03020201 ROW Wetland NA 36 NA NA NA NA Wetland N/A PFO 0.07 0.03 0.00 NA NA 35.58569 -78.21248 Penn ROW, Johnston Temp Open Cut - 84.5 wjop,002f County 03020201 ROW Wetland NA 378 NA NA NA NA Wetland N/A PFO 0.62 0.26 0.00 NA NA 35.57559 -78.21717 Johnston UT to Big Not Crossed by 84.5 ajoo014 County 03020201 Perm GB Branch Ephemeral NA NA 214 NA NA Centerline N/A NA NA NA NA C NA 35.57478 -78.21730 Johnston Perm GB, UNT to Big Not Crossed by 84.5 s' 002 County 03020201 Ternp GB Branch Intermittent NA NA 6 NA NA Centerline N/A NA NA NA NA C, NSW NA 35.57524 -78.21773 Penn ROW, NC AP -2 Johnston Temp 240 84.6 sjop,001 County 03020201 ROW Big Branch Intermittent 15 NA 152 NA NA D--dP-p 1 NA NA NA NA C,NSW NA 35.57582 -78.21758 Penn ROW, NC AP -2 Johnston Temp Open Cut - 241 85.0 w'oo0llf County 03020201 ROW Wetland NA 905 NA NA NA NA Wetland N/A PFO 1.58 0.62 0.00 NA NA 35.57574 -78.22749 Penn ROW, NC AP -2 Johnston Temp Open Cut - 242 85.3 wjop003f County 03020201 ROW Wetland NA 256 NA NA NA NA Wetland N/A PFO 0.43 0.17 0.00 NA NA 35.57568 -78.23178 Penn ROW, NC AP -2 Johnston Temp Open Cut- ub243 243 85.6 w'oo012f County 03020201 ROW Wetland NA 961 NA NA NA NA Wetland N/A PFO 1.68 0.66 0.00 NA NA 35.57165 -78.23367 Penn ROW, Johnston Temp Open Cut - 85.9 w oo013f County 03020201 ROW Wetland NA 258 NA NA NA NA Wetland N/A PFO 0.45 0.18 0.00 NA NA 35.57046 -78.23789 Perm ROW, NC AP -2 Johnston Temp UNT to Little 244 85.9 sj-003 County 03020201 ROW Creek Perennial 8 NA 76 NA NA Dam and Pump 1 NA NA NA NA C NA 35.57052 -78.23751 Penn ROW, NC AP -2 Johnston Temp Open Cut - 245 86.1oo0l4s County 03020201 ROW Wetland NA 373 NA NA NA NA Wetland N/A PSS 0.62 0.09 0.00 NA NA 35.57001 -78.24141 NC AP -2 Johnston Temp Not Crossed by 246 86.3 w'oo015f County 03020201 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.01 0.00 0.00 NA NA 35.57000 -78.24409 Perm ROW, Johnston Temp Open Cut - 86.4 w'oo016f County 03020201 ROW Wetland NA 532 NA NA NA NA Wetland I N/A PFO 0.91 0.36 0.00 NA NA 35.56810 -78.24683 Penn ROW, NC AP -2 Johnston Temp 247 86.5 s'oo004 Coun 03020201 ROW Little Creek Perennial 5 NA 122 NA NA Dam and Pum 1 NA NA NA NA C, NSW NA 35.56831 -78.24653 C-27 APPENDIX C-I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, NC AP-2 Johnston Temp Open Cut- ub248 248 87.0 wioo017f County 03020201 ROW Wetland NA 244 NA NA NA NA Wetland N/A PFO 0.36 0.17 0.00 NA NA 35.56206 -78.25003 Perm ROW, Johnston Temp Open Cut- 87.3 wjoo0l9f County 03020201 ROW Wetland NA 114 NA NA NA NA Wetland N/A PFO 0.12 0.08 0.00 NA NA 35.55660 -78.25000 Perm ROW, UNT to Johnston Temp Moccasin Dam and Pump 87.3 s'oo005 County 03020201 ROW Creek Intermittent 3 NA 79 NA NA or Flume 1 NA NA NA NA C NA 35.55652 -78.25026 NC AP-2 Johnston Temp Not Crossed by 249 87.4 wjoo020f County 03020201 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.01 0.00 0.00 NA NA 35.55532 -78.25082 Perm ROW, NC AP-2 Johnston Temp Open Cut- 250 87.6 wjo.021f County 03020201 ROW Wetland NA 2710 NA NA NA NA Wetland N/A PFO 4.73 1.86 0.00 NA NA 35.54894 -78.25041 Penn ROW,UNT to NC AP-2 Johnston Temp Moccasin Dam and Pump 251 88.9 s'o 005 County 03020201 ROW Creek Intermittent 3 NA 129 NA NA or Flume 1 NA NA NA NA C NA 35.53509 -78.24524 Perm ROW, NC AP-2 Johnston Temp Open Cut- 252 89.6 op,005f County 03020201 ROW Wetland NA 432 NA NA NA NA Wetland N/A PFO 0.74 0.30 0.00 NA NA 35.52643 -78.25108 Perm ROW, NC AP-2 Johnston Temp Open Cut- 253 89.7 wj . op,006f County 03020201 ROW Wetland NA 115 NA NA NA NA Wetland N/A PFO 0.19 0.08 0.00 NA NA 35.52590 -78.25266 Perm ROW, NC AP-2 Johnston Temp Moccasin Dam and Pump 253 89.7 s'op,007 County 03020201 ROW Creek Perennial 17 NA 114 NA NA or Flume 1 NA NA NA NA C, NSW NA 35.52586 -78.25298 Perm ROW, NC AP-2 Johnston Temp Open Cut- 254 89.8 wmp,007f Coun 03020201 ROW Wetland NA 431 NA NA NA NA Wetland N/A PFO 0.71 0.30 0.00 NA NA 35.52538 -78.25445 Penn ROW, NC AP-2Johnston Temp Open Cut- 255 90.0 wjop,027f County 03020201 ROW Wetland NA 745 NA NA NA NA Wetland N/A PFO 1.27 0.51 0.00 NA NA 35.52457 -78.25883 Perm ROW, NC AP-2 Johnston Temp -Pen Cut- 256 90.3 w o 026e County 03020201 ROW Wetland NA 241 NA NA NA NA Wetland N/A PEM 0.42 0.00 0.00 NA NA 35.52411 -78.26257 Penn ROW, NC AP-2 Johnston Temp Open Cut- 257 90.4 wjop,008e County 03020201 ROW Wetland NA 25 NA NA NA NA Wetland N/A PEM 0.04 0.00 0.00 NA NA 35.52254 -78.26409 Perm ROW, NC AP-2 Johnston Temp Open Cut- 258 90.6 wjoP009f County 03020201 ROW Wetland NA 421 NA NA NA NA Wetland N/A PFO 0.71 0.29 0.00 NA NA 35.52130 -78.26772 Penn ROW, NC AP-2 Johnston Temp Open Cub 259 90.9 w'o 028s Count 03020201 ROW Wetland NA 400 NA NA NA NA Wetland N/A PSS 0.69 0.09 0.00 NA NA 35.52035 -78.27215 C-28 APPENDIX C-I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Innpat Construction Restoration Cowardin Impact Conversion Loss State Reg' Year ID a MP Feature IDs County ITUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Johnston Temp Open Cut- 91.0 wjopol is County 03020201 ROW Wetland NA 300 NA NA NA NA Wetland N/A PSS 0.53 0.07 0.00 NA NA 35.52026 -78.27369 Perm ROW, Johnston Temp Open Cut- 91.0 wjopsolle County 03020201 ROW Wetland NA 101 NA NA NA NA Wetland N/A PEM 0.17 0.00 0.00 NA NA 35.51994 -78.27401 Perm ROW, NC AP-2 Johnston Temp Open Cut- 260 91.1 w'o 011f County 03020201 ROW Welland NA 228 NA NA NA NA Wetland N/A PFO 0.44 0.17 0.00 NA NA 35.51904 -78.27453 Perm ROW, UNT to NC AP-2 Johnston Temp BawdyDam and Pump 261 91.2 o O8 County03020201 ROW Swam Intermittent 2 NA ll3 NA NA or Flume 1 NA NA NA NA C NA 35.51771 -78.27502 Penn ROW, NC AP-2 Johnston TempOPen Cut- 262 91.8 w'o 012f Count 03020201 ROW Wetland NA 157 NA NA NA NA Wetland N/A PFO 0.24 0.11 0.00 NA NA 35.50924 -78.27807 Perm Conventional ROW, Bore (with US70 Johnston Temp Bawdy Business 92.1 so 010 Com 03020201 ROW Swam Perennial 8 NA 110 NA NA crossing) N/A NA NA NA NA C, NSW NA 35.50582 -78.28042 Penn ROW, NC AP-2 Johnston Temp Open Cut- 263 92.1 wjop,013f County 03020201 ROW Wetland NA 79 NA NA NA NA Wetland N/A PFO 0.12 0.05 0.00 NA NA 35.50589 -78.28074 Perm ROW, NC AP-2 Johnston Temp Open Cut- 264 92.6 w op,03lf County 03020201 ROW Wetland NA 1652 NA NA NA NA Wetland N/A PFO 2.76 1.13 0.00 NA NA 35.50697 -78.29097 Perm ROW, NC AP-2 Johnston Temp Open Cut- 265 93.0 wjcp,039f County 03020201 ROW Wetland NA 443 NA NA NA NA Wetland N/A PFO 0.77 0.30 0.00 NA NA 35.50339 -78.29130 NC AP-2 Johnston Penn Open Cut- 266 93.1 wo 038f County 03020201 ROW Wetland NA 18 NA NA NA NA Wetland N/A PFO 0.03 0.01 0.00 NA NA 35.50079 -78.29195 Penn ROW, NC AP-2 Johnston Temp Open Cut- 267 93.3 wj.P019f County 03020201 ROW Wetland NA 910 NA NA NA NA Wetland N/A PFO 1.56 0.63 0.00 NA NA 35.49770 -78.29322 Perm ROW, NC AP-2 Johnston Temp UNT to Mill Dam and Pump 268 93.6 ajop,015 County 03020201 ROW Branch Intermittent 14 NA 538 NA NA or Flume 1 NA NA NA NA C NA 35.49521 -78.29442 Penn ROW, NC AP-2 Johnston Temp Open Cut- ub269 269 94.0 wjoaG20f County 03020201 ROW Wetland NA 1403 NA NA NA NA Wetland N/A PFO 2.43 0.97 0.00 NA NA 35.48863 -78.29939 Perm ROW, NC AP-2 Johnston Temp Open Cut- 270 94.7 wjoo029f County 03020201 ROW Wetland NA 133 NA NA NA NA Wetland N/A PFO 0.21 0.09 0.00 NA NA 35.47970 -78.30390 Penn ROW, NC AP-2 Johnston Temp Open Cut- ub271 271 95.1 wjoa0l9f County 3020201 ROW Welland NA 143 NA NA NA NA Wetland N/A PFO 0.26 0.10 0.00 NA NA 35.47493 -78.30574 C-29 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude Penn ROW, Johnston Temp UNT to Dam and Pump 95.1 s'oboll County 03020201 ROW Neuse River Intermittent 8 NA 88 NA NA or Flume 1 NA NA NA NA C NA 35.47488 -78.30575 Perm ROW, UNT to NC AP -2 Johnston Temp Polecat Not Crossed by 272 95.3 spi,018 County 03020201 ROW Branch Intermittent NA NA 187 NA NA Centerline N/A NA NA NA NA C NA 35.47252 -78.30766 UNT to NC AP -2 Johnston Temp Polecat Not Crossed by 273 95.8 s'o6010 County 03020201 ROW Branch Intermittent NA NA 10 NA NA Centerline N/A NA NA NA NA C NA 35.46597 -78.31064 Penn ROW, NC AP -2 Johnston Temp Open Cut - 274 95.9 w ob108f County 03020201 ROW Wetland NA 749 NA NA NA NA Wetland N/A PFO 1.27 0.52 0.00 NA NA 35.46342 -78.31184 Perm ROW, NC AP -2 Johnston Temp Open Cut - 275 96.1 w'ob107f County 03020201 ROW Wetland NA 49 NA NA NA NA Wetland N/A PFO 0.09 0.03 0.00 NA NA 35.46152 -78.31379 Penn ROW, UNT to NC AP -2 Johnston Temp Polecat Dam and Pump 276 96.3 s'ob009 County 03020201 ROW Branch Perennial 4 NA 116 NA NA or Flume 1 NA NA NA NA C NA 35.45994 -78.31624 Johnston Temp Not Crossed by 96.4 w'obll5f County 03020201 CPY Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.47543 -78.33478 UNT to Contractor Yard NC AP -2 Johnston Temp Polecat - Temporary 277 96.4 s o6109 County 03020201 CPY Branch Intermittent NA NA 0 NA NA Impact N/A NA NA NA NA C NA 35.47576 -78.33536 Penn ROW, NC AP -2 Johnston Temp Open Cut - 278 97.1 w'oo032f County 03020201 ROW Wetland NA 233 NA NA NA NA Wetland N/A PFO 0.40 0.16 0.00 NA NA 35.45007 -78.32047 Perm AR, Perm ROW, Temp AR, Johnston Temp Open Cut - 97.1 w'oo03lf County 03020201 ROW Wetland NA 868 495 NA NA NA Wetland N/A PFO 1.93 0.60 0.00 NA NA 35.44523 -78.31841 Perm AR, Perm ROW, Johnston Temp Open Cut - 97.4 w oo030f County 03020201 ROW Wetland NA 857 NA NA NA NA Wetland N/A PFO 1.51 0.61 0.00 NA NA 35.44155 -78.31676 Perm AR, Penn Data and Pump ROW, and Penn AR - Johnston Temp Polecat Add 97.5 s'oo008 County 03020201 ROW Brunch Perennial 9 13 117 32 0.02 Culvert/Crossing 1 NA NA NA NA C NA 35.44162 -78.31679 Perm AR Perm ROW, Johnston Temp Open Cut - 97.6 w'oo034f County 03020201 ROW Wetland NA 2173 70 NA NA NA I Wetland I N/A PFO 3.75 1.50 0.00 NA NA 35.43793 -78.32133 NC AP -2 Johnston I Not Crossed by I 279 97.7 woo035f County 03020201 Penn AR Wetland NA NA 70 NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.43835 -78.32168 C-30 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Impact Construction Restoration Cowardin Impact Conversion Loss State Reg' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Perm AR Perm Data and Pump ROW, UNT to or Flume and Johnston Temp Polecat Perm AR - Add 97.7 s 00009 County 03020201 ROW Branch Intermittent 10 10 112 31 0.01 Culvert/Crossing 1 NA NA NA NA C NA 35.43803 -78.32128 Johnston Perm AR - 97.2 wor0olf County 03020201 Penn AR Wetland NA NA NA NA NA NA Wetland Loss 1 PFO 0.00 0.00 0.04 NA NA 35.44912 -78.31401 UNT to Johnston Polecat Not Crossed by 97.2 ajor001 County 03020201 Perm AR Branch Intermittent NA NA 13 NA 0.00 Centerline N/A NA NA NA NA C NA 35.44916 -78.31381 NC AP -2 Johnston Not Crossed by 280 97.2 wor002f County 03020201 Penn AR Wetland NA NA 3 NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.44908 -78.31377 NC AP -2 Johnston Unnamed Nat Crossed by 281 97.2 oior001 County 03020201 Penn AR Pond Pond NA NA NA NA 0.00 Centerline 1 NA NA NA NA NA NA 35.44781 -78.31597 Johnston Not Crossed by 97.8 w o 036f County 03020201 Torap, AR Wetland NA NA 253 NA NA NA Centerline N/A PFO 0.57 0.00 0.00 NA NA 35.43928 -78.32727 NC AP -2 Johnston Not Crossed by 282 97.8 w o 036f County 03020201 Temp AR Wetland NA NA 18 NA NA NA Centerline N/A PFO 0.21 0.00 0.00 NA NA 35.43915 -78.32721 Perm ROW, Johnston Temp Open Cut - 98.0 w'oo036f County 03020201 ROW Wetland NA 1998 NA NA NA NA Wetland N/A PFO 4.21 1.37 0.00 NA NA 35.43530 -78.32930 Penn ROW, Johnston Temp UNT to Data and Pump 98.2 s'oo010 County 03020201 ROW Neuse River Perennial 19 NA 125 NA NA or Flume 1 NA NA NA NA C NA 35.43517 -78.32998 Johnston Not Crossed by 98.2 wjop,03517 County 03020201 Tornp AR Wetland NA NA NA NA NA NA Centerline N/A PFO 0.02 0.00 0.00 NA NA 35.43694 -78.33105 Penn ROW, NC AP -2 DKWQ_N Johnston Temp Open Cut - 283 98.3 1 C 006 County 03020201 ROW I Wetland NA 117 NA NA NA NA Wetland N/A PFO 1 0.45 0.08 1 0.00 NA I NA 35.43575 11 -78.33016 Penn ROW, Temp AR, Johnston Temp Open Cut - 98.3 wjop,034f County 03020201 ROW Wetland NA 788 195 NA NA NA Wetland N/A PFO 1.15 0.26 0.00 NA NA 35.43539 -78.33388 Penn ROW, Temp AR, Johnston Temp 98.4 w obl l2f County 03020201 ROW Wetland NA 438 361 NA NA NA HDD N/A PFO 0.00 0.00 0.00 NA NA 35.43504 -78.33586 NC AP -2 Johnston Temp 283 98.4 jobll2. County 03020201 ROW Wetland NA NA NA NA NA NA HDD N/A PSS 0.00 0.00 0.00 NA NA 35.43669 -78.33552 February l Penn to ROW, June NC AP -2 Johnston Temp AFSA, 30/May 15 284 98.5 sob105i County 03020201 ROW Neuse River Perennial 138 NA 113 NA NA HDD N/A NA NA NA NA WSV, NSW to July 31 35.43527 -78.33784 Penn AR, Penn ROW, NC AP -2 Johnston Temp Open Cut - 285 98.6 w'oa013s County 03020201 ROW Wetland NA 43 NA NA NA NA Wetland N/A PSS 0.08 0.01 0.00 NA NA 35.43345 -78.33950 C-31 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Innpat Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Temp ATWS, Johnston Temp Open Cut- 98.6oa013f County 03020201 ROW Wetland NA 1 302 NA NA NA NA Wetland N/A PFO 0.82 0.21 0.00 NA NA 35.43435 -78.34028 Johnston Penn AR - 98.7oa013f County 03020201 Penn AR Wetland NA NA 47 NA NA NA Wetland Loss N/A PFO 0.00 0.00 0.06 NA NA 35.43182 -78.33945 Johnston UNT to 98.8 s'ob007 County 03020201 Penn AR Neuse River Intermittent NA 5 32 NA 0.00 Penn AR N/A NA NA NA NA C NA 35.43167 -78.33954 Penn ROW, Johnston Temp Open Cut - 98.8 w'o 042f County 03020201 ROW Wetland NA 1419 NA NA NA NA Wetland N/A PFO 3.33 0.96 0.00 NA NA 35.43234 -78.34342 Penn ROW, NC AP -2 Johnston Temp Open Cut - 286 99.0 yvjop04lf County 03020201 ROW Wetland NA 66 NA NA NA NA Wetland N/A PFO 0.17 0.05 0.00 NA NA 35.43092 -78.34594 Johnston Perm AR - 98.8 wjo.041f County 03020201 Penn AR Wetland NA NA 62 NA NA NA Wetland Loss N/A PFO 0.00 0.00 0.07 NA NA 35.43163 -78.34152 NC AP -2 Johnston Not Crossed by 287 98.9 wio.040f County 03020201 Penn AR Wetland NA NA 137 NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.43125 -78.34144 NC AP -2 Johnston Not Crossed by 288 98.9 w 'oo042f County 03020201 Penn AR Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.43054 -78.34335 Johnston Not Crossed by 99.0 wjo.044f County 03020201 Perm AR Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.43014 -78.34359 NC AP -2 Johnston Not Crossed by 289 99.0 woo043f County 03020201 Penn AR Wetland NA NA NA NA NA NA Centerline N/A PFO 1 0.00 0.00 1 0.00 NA NA 35.42991 1 -78.34432 Penn ROW, Temp ATWS, NC AP -2 Johnston Temp Open Cut - 290 99.3 w oo045f County 03020201 ROW Wetland NA 1339 NA NA NA NA Wetland N/A PFO 3.20 0.92 0.00 NA NA 35.42458 -78.34788 DKWQ_N Johnston Penn GB, Not Crossed by 99.8 C 007 Cam 03020201 Tem GB Wetland NA NA NA NA NA NA Centerline N/A PSS 0.28 0.00 0.00 NA NA 35.42022 -78.35090 Penn ROW, NC AP -2 Johnston Temp Open Cut- ub292 292 99.8 'oa02lf County 03020201 ROW Wetland NA 767 NA NA NA NA Wetland N/A PFO 1.27 0.53 0.00 NA NA 35.41790 -78.35143 Perm GB, Penn ROW, Temp GB, NC AP -2 Johnston Temp Open Cut - 292 99.9 w'oa021s County 03020201 ROW Wetland NA 761 NA NA NA NA Wetland N/A PSS 1.47 0.17 0.00 NA NA 35.41821 -78.35164 Penn ROW, Johnston Tamp Open Cut - 100.5 wwobll3e County 03020201 ROW Wetland NA 279 NA NA NA NA Wetland N/A PEM 0.45 0.00 0.00 NA NA 35.41124 -78.35628 Penn ROW, NC AP -2 Johnston Temp Open Cut - 293 100.5 w obll3f County03020201 ROW Wetland NA 282 NA NA NA NA Wetland N/A PFO 0.59 0.20 0.00 NA NA 35.40976 -78.35745 NC AP -2 Johnston Penn Hannah Open Cut - 294 101.2 w'oa012f Count 03020201 ROW, Creek NA 945 NA NA NA NA Wetland N/A PFO 1.60 0.65 0.00 NA NA 35.40344 -78.36495 C-32 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) Im t pac Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Temp ROW Penn ROW, NC AP -2 Johnston Temp Open Cut - 295 101.5 oa0llf County 03020201 ROW Wetland NA 147 NA NA NA NA Wetland N/A PFO 0.27 0.10 0.00 NA NA 35.40049 -78.36621 Penn ROW, NC AP -2 Johnston Temp Open Cut - 296 101.7 wjoaOlOf County 03020201 ROW Wetland NA 513 NA NA NA NA Wetland N/A PFO 0.84 0.34 0.00 NA NA 35.39572 -78.36780 Penn ROW, NC AP -2 Johnston Temp Open Cut - 297 102.2 w'oa009f County 03020201 ROW Wetland NA 21 NA NA NA NA Wetland N/A PFO 0.04 0.02 0.00 NA NA 35.39061 -78.37006 Penn ROW, UNT to NC AP -2 Johnston Temp Hannah Dam and Pump 298 102.4 sob006 County 03020201 ROW Creek Intermittent 1 NA 135 NA NA or Flume I NA NA NA NA C NA 35.38909 -78.37392 Penn ROW, Johnston Temp Open Cut- ub102.8 102.8 wjoa008f County 03020201 ROW Wetland NA 751 NA NA NA NA Wetland N/A PFO 1.00 0.49 0.00 NA NA 35.38437 -78.37662 Penn ROW, UNT to Johnston Temp Hannah 102.8 s ob005 County 03020201 ROW Creek Intermittent 4 NA 76 NA NA Dam and Pump 1 NA NA NA NA C NA 35.38460 -78.37663 Perm ROW, UNT to NC AP -2 Johnston Temp Hannah 299 102.8 s'o6004 County 03020201 ROW Creek Perennial 4 NA 94 NA NA Dam and Pump 1 NA NA NA NA C NA 35.38447 -78.37667 Penn ROW, Johnston Temp Open Cut - 103.9 wjoa007f County 03020201 ROW Wetland NA 494 NA NA NA NA Wetland N/A PFO 0.78 0.35 0.00 NA NA 35.37036 -78.38042 Perm ROW, UNT to NC AP -2 Johnston Temp Hannah 300 103.9 s'o6003 County 03020201 ROW Creek Perennial 4 NA 98 NA NA Dam and Pump 1 NA NA NA NA C NA 35.37020 -78.38068 Penn ROW, Johnston Temp Open Cut - 104.4 wjoa006f County 03020201 ROW Wetland NA 110 NA NA NA NA Wetland N/A PFO 0.19 0.08 0.00 NA NA 35.36367 -78.38201 NC AP -2 Johnston Temp Unnamed Open Not Crossed by 301 104.4 0 oa004 County 03020201 ROW Pond Water NA NA NA NA NA Centerline N/A NA NA NA NA NA NA 35.36389 -78.38164 Perm ROW, NC AP -2 Johnston Temp Whiteoak Open Cut - 302 105.0 1 woa005f County 03020201 ROW I Branch NA 1 392 NA NA NA NA Wetland N/A PFO 1 0.68 0.27 1 0.00 NA NA 35.35677 -78.38793 Johnston Not Crossed by 106.3 w'ob104f County 03020201 Penn AR Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 35.34472 -78.40174 NC AP -2 Johnston Temp Not Crossed by 303 106.3 wjoa004e County 03020201 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.00 0.00 0.00 NA NA 35.34406 1 -78.40250 NC AP -2 Johnston Not Crossed by 304 106.3 viobl03s County 03020201 Penn AR Wetland NA NA NA NA NA NA Centerline N/A PSS 0.00 0.00 0.00 NA NA 35.34496 -78.40307 Penn NC AP -2 Johnston ROW, Open Cut - 305 106.5 w'oa003f Count 03020201 Tem Stone Creek NA 1411 NA NA NA NA Wetland N/A PFO 2.47 0.97 0.00 NA NA 35.34056 -78.40584 C-33 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Inn t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Perm ROW, NC AP -2 Johnston Temp Johnson Open Cut - 306 107.5oa002f County 03020201 ROW Swamp NA 1137 NA NA NA NA Wetland N/A PFO 1.92 0.79 0.00 NA NA 35.32883 -78.41464 UNP to Johnston Temp Johnson Open Not Crossed by 108.1 r ob100 County 03020201 ROW Swam Water NA NA NA NA NA Centerline N/A NA NA NA NA NA NA 35.32325 -78.42065 Penn ROW, NC AP -2 Johnston Temp Open Cut - 307 108.1 w'ob100f County 03020201 ROW Wetland NA 59 NA NA NA NA Wetland N/A PFO 0.08 0.04 0.00 NA NA 35.32331 -78.42058 Perm ROW, NC AP -2 Johnston Temp Open Cut - 308 108.9oa001f County 03020201 ROW Wetland NA 51 NA NA NA NA Wetland N/A PFO 0.09 0.03 0.00 NA NA 35.31518 -78.43080 Perm ROW, NC AP -2 Johnston Temp Open Cut - 309 110.0 w o 024f County 03020201 ROW Wetland NA 918 NA NA NA NA Wetland N/A PFO 1.71 0.64 0.00 NA NA 35.30260 -78.44457 Penn ROW, Johnston Temp UNT to John 110.5 s' 016 County 03020201 ROW K Swamp Ephemeral 3 NA 106 NA NA Data and Pump 1 NA NA NA NA C NA 35.30170 -78.44981 Perm ROW, NC AP -2 Johnston Temp John K Open Cut - 310 110.5 wjop029f County 03020201 ROW Swamp NA 748 NA NA NA NA Wetland N/A PFO 1.31 0.51 0.00 NA NA 35.30217 -78.45101 NC AP -2 Johnston Penn Open Cut - 311 111.4 w'oo026f County 03020201 ROW Wetland NA 49 NA NA NA NA Wetland N/A PFO 0.08 0.04 0.00 NA NA 35.30138 -78.46350 Penn ROW, Johnston Temp Dam and Pump 113.1 s'oo007 County 03020201 ROW Mill Branch Intermittent 8 NA 115 NA NA or Flume 1 NA NA NA NA C, NSW NA 35.30299 -78.49332 Perm ROW, NC AP -2 Johnston Temp Open Cut - 312 113.1 w oo027f County 03020201 ROW Wetland NA 938 NA NA NA NA Wetland N/A PFO 1.71 0.65 0.00 NA NA 35.30307 -78.49535 Penn ROW, NC AP -2 Johnston Temp Open Cut - 313 113.7 w'oo024f County 03020201 ROW Wetland NA 1006 NA NA NA NA Wetland N/A PFO 1.74 0.69 0.00 NA NA 35.30239 -78.50493 Perm ROW, NC AP -2 Johnston Temp Open Cut - 314 114.0 wjoq00lf County 03020201 ROW Wetland NA 143 NA NA NA NA Wetland N/A PFO 0.37 0.10 0.00 NA NA 35.30068 -78.50820 JohnstonUNT to Not Crossed by 114.1 0 20 County03020201 Penn AR Jum in Run Perennial NA 6 22 NA 0.00 Centerline N/A NA NA NA NA C NA 35.30125 -78.50952 NC AP -2 Johnston Unnamed Not Crossed by 315 114.1 rjopG08 County 03020201 Penn AR Pond Pond NA NA NA NA 0.00 Centerline N/A NA NA NA NA NA NA 35.30137 -78.50956 Penn ROW, Temp NC AP -2 Johnston ROW, Open Cut - 316 114.1 w'o 002f County 03020201 Ternp TS Wetland NA 326 NA NA NA NA Wetland N/A PFO 0.87 0.23 0.00 NA NA 35.30050 -78.51238 C-34 APPENDIX C-I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Impat Construction Restoration Cowardin Impact Conversion Loss State Reg' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Johnston Temp UNT to Flume or Dam 114.2 apsclool County 03020201 ROW Jumping Run Perennial 11 NA 157 NA NA and Pump 1 NA NA NA NA C NA 35.30064 -78.51114 Perm ROW, Johnst Temp Open Cut- 114.5 aa023c Counon 03020201 ROW Wetland NA l5 NA NA NA NA Wetland N/A PEM 0.03 0.00 0.00 NA NA 35.30017 -78.51763 Perm ROW, NC AP-2 Johnston Temp Open Cut- 317 114.5 w'oo023f County 03020201 ROW Welland NA 226 NA NA NA NA Wetland N/A PFO 0.40 0.16 0.00 NA NA 35.29976 -78.51850 Perm ROW, NC AP-2 Johnston Temp Open Cut- 318 114.6 w oo022f County 03020201 ROW Wetland NA 335 NA NA NA NA Wetland N/A PFO 0.63 0.24 0.00 NA NA 35.29881 -78.52053 Penn ROW, NC AP-2 Sampson Temp UNT to Dam and Pump 319 115.4 ssao003 Count 03030006 ROW Juniper Run Ephemeral 5 NA 198 NA NA or Flume 1 NA NA NA NA C NA 35.29223 -78.53043 Perm ROW, NC AP-2 Sampson Temp Open Cut- 320 116.7 wsao002f County 03030006 ROW Wetland NA 634 NA NA NA NA Wetland N/A PFO 1.09 0.44 0.00 NA NA 35.28194 -78.54899 Penn ROW, Sampson Temp Open Cut- 116.9 wsao001f Coln 03030006 ROW Wetland NA 301 NA NA NA NA Wetland N/A PFO 0.50 0.20 0.00 NA NA 35.27980 -78.55066 Perm ROW, NC AP-2 Sampson Temp Little Juniper 321 116.9 ssao001 County 03030006 ROW Run Perennial 8 NA 105 NA NA Dam and Pump 1 NA NA NA NA C, Sw NA 35.27976 -78.55053 Perm ROW, Sampson Temp Open Cut- 117.2 wsa 002f County 03030006 ROW Wetland NA 476 NA NA NA NA Wetland N/A PFO 0.86 0.33 0.00 NA NA 35.27698 -78.55367 Perm ROW, NC AP-2 Sampson Temp 322 117.2 ssa 003 County 03030006 ROW Juniper Run Perennial 17 NA 84 NA NA Dam and Pump 1 NA NA NA NA C, Sw NA 35.27731 -78.55328 Perm ROW, NC AP-2 Sampson Temp Open Cut- 323 117.9 wsap003f County 03030006 ROW Wetland NA 287 NA NA NA NA Wetland N/A PFO 0.54 0.21 0.00 NA NA 35.26870 -78.55870 Penn ROW, NC AP-2 Sampson Temp Open Cut- 324 118.3 wsao010f County 03030006 ROW Wetland NA 1817 NA NA NA NA Wetland N/A PFO 3.12 1.25 0.00 NA NA 35.26057 -78.56096 Perm ROW, NC AP-2 Sa-ps Temp Open Cut- 325 118.7 sao011f Caunon 03030006 ROW Wetland NA 609 NA NA NA NA Wetland N/A PFO 1.05 0.42 0.00 NA NA 35.25727 -78.56245 Penn ROW, Sampson Temp Open Cut- LN--2 Illi wsao007e Count 03030006 ROW Wetland NA 438 NA NA NA NA Wetland N/A PEM 0.68 0.00 0.00 NA NA 35.25594 -78.56383 Sampson Perm Open Cut118.9 wsao007fI County 03030006 ROW, Welland NA 1446 NA NA NA NA Wetland N/A PFO 1 2.44 0.98 1 0.00 NA NA 35.25406 -78.56714 C-35 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing g Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Temp ROW Penn ROW, NC AP -2 Sampson Temp Beaverdam 326 118.9 ssao007 County 03030006 ROW Swamp Perennial 35 NA 266 NA NA Dam and Pump 1 NA NA NA NA C, Sw NA 35.25603 -78.56428 Perm ROW, Sampson Temp Open Cut - 119.6 wsao009f County 03030006 ROW Wetland NA 955 NA NA NA NA Wetland N/A PFO 1.51 0.64 0.00 NA NA 35.24858 -78.57668 Penn ROW, NC AP -2 Sampson Temp Beaverdam 327 119.7 ssaa0o1 County 03030006 ROW Swamp Perennial 217 NA 201 NA NA Flume 1 NA NA NA NA C, Sw NA 35.24910 -78.57570 Perm ROW, NC AP -2 Sampson Temp Open Cut - 328 120.4 wsao003a County 03030006 ROW Wetland NA 34 NA NA NA NA Wetland N/A PSS 0.08 0.01 0.00 NA NA 35.24379 -78.58566 Penn ROW, NC AP -2 Sampson Temp Open Cut- ub329 329 120.9 wsao004e County 03030006 ROW Wetland NA 23 NA NA NA NA Wetland N/A PEM 0.04 0.00 0.00 NA NA 35.23940 -78.59290 Perm ROW, NC AP -2 Sampson Temp Open Cut - 330 121.1 sao005e County 03030006 ROW Wetland NA 5 NA NA NA NA Wetland N/A PEM 0.01 0.00 0.00 NA NA 35.23883 -78.59594 Perm ROW, Samps Temp Open Cut - 121.8 wsao006f Counon 03030006 ROW Wetland NA 3773 NA NA NA NA Wetland N/A PFO 6.30 2.59 0.00 NA NA 35.22886 -78.61171 Penn ROW, UNT to Sampson Temp Starlins 121.9 ssao004 County 03030006 ROW Swamp Intermittent 8 NA 113 NA NA Dam and Pump 1 NA NA NA NA C NA 35.23170 -78.60536 Perm ROW, Samps Temp Unnamed 121.9 osao002 Co 03030006 ROW ROW Pond Pond 102 NA NA NA NA Pond N/A NA NA NA NA NA NA 35.23146 -78.60634 Perm ROW, Sampson Temp Starlins 122.2 ssao006 County 03030006 ROW Swam Perennial 25 NA 188 NA NA Dam and Pump 1 NA NA NA NA C, Sw NA 35.23031 -78.61036 Perm ROW, Sampson Temp Starlins 122.3 ssao005 County 03030006 ROW Swamp Perennial 118 NA 288 NA NA Flume 1 NA NA NA NA C, Sw NA 35.22865 -78.61343 Sampson Unnamed Open Not Crossed by 122.5 osa 001 County03030006 Penn AR Pond Water NA NA NA NA 0.00 Centerline N/A NA NA NA NA NA NA 35.22630 -78.61426 Perm AR, Penn ROW, Mingo Cumberland Temp SwampBlack Open Cut - 122.7 wcmo011s County 03030006 ROW River NA 10019 13 NA NA NA Wetland N/A PSS 17.23 2.30 0.00 NA NA 35.22058 -78.63328 Cumberland Perm AR - 123.0 wcmo015s County 03030006 Perm AR Wetland NA NA 963 NA NA NA Wetland Loss N/A PSS 0.00 0.00 0.34 NA NA 35.22519 -78.62451 NC AP -2 Cumberland UNT to Perm AR - Add 331 123.1 1 a-016 Coun 03030006 Perm AR Mina Perennial NA 8 31 31 0.01 Culvert/Crossin N/A NA NA NA NA C NA 35.22561 -78.62549 C-36 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Impat Construction Restoration Cowardin Impact Conversion Loss State Reg' Year ID a MP Feature IDs County ITUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude Swamp Cumberland Perm AR - 123.1 1 wcmo015e County 03030006 Penn AR I Wetland NA I NA 86 NA NA I NA Wetland Loss 1 N/A PEM 1 0.00 0.00 1 0.03 NA NA 35.22490 1 -78.62562 Perm ROW, Cumberland Temp Open Cut - 124.7 wcmo011f County 03030006 ROW Black River NA 437 NA NA NA NA Wetland N/A PFO 0.72 0.30 0.00 NA NA 35.21436 -78.65015 UNT to NC AP -2 Sampson Mingo 332 122.5 ssa 001 County03030006 Penn AR Swam Intermittent NA NA 30 NA 0.00 Perm AR N/A NA NA NA NA C NA 35.22113 -78.60950 UNT to Cumberland Mingo Penn AR - Add 123.0 scme001 County 03030006 Perm AR Swarnp Perennial NA 18 36 36 0.01 Culvert/Crossing N/A NA NA NA NA C NA 35.22762 -78.62629 UNT to NC AP -2 CumberlandMingo 333 123.1 scmo014 Count 03030006 Penn AR Swam Perennial NA NA 51 NA 0.00 Perm AR N/A NA NA NA NA C NA 35.22908 -78.62765 Penn ROW, NC AP -2 Cumberland Temp UNT to 334 125.2 scmc004 County 03030006 ROW Black River Intermittent 7 NA 153 NA NA Dam and Pump 1 NA NA NA NA C NA 35.21445 -78.65826 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 335 125.4 wcmc006a Count 03030006 ROW Wetland NA 288 NA NA NA NA Wetland N/A PSS 0.54 0.07 0.00 NA NA 35.21478 -78.66233 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 336 125.6 wcmc005f County 03030006 ROW Wetland NA 215 NA NA NA NA Wetland N/A PFO 0.38 0.15 0.00 NA NA 35.21390 -78.66415 Penn ROW, Cumberland Temp UNT to Dam and Pump 125.8 scm 007e County 03030006 ROW South River E henord 8 NA 100 NA NA or Flume 1 NA NA NA NA C NA 35.21135 -78.66556 NC AP -2 Cumberland TempUNT to Not Crossed by 337 125.8 ac - 007i Count 03030006 ROW South River Intermittent NA NA 18 NA NA Centerline N/A NA NA NA NA C NA 35.21136 -78.66664 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 338 126.0 wcm 006f County 03030004 ROW Wetland NA 432 NA NA NA NA Wetland N/A PFO 0.74 0.28 0.00 NA NA 35.20900 -78.66949 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 339 126.3 wcm 007f county 03030004 ROW Wetland NA 105 NA NA NA NA Wetland N/A PFO 0.20 0.07 0.00 NA NA 35.20677 -78.67213 Perm AR, Penn Flumeor Dam ROW, and Pump and NC AP -2 Cumberland Temp UNT to Cape Perm AR - Add 340 126.7 s 008 County03030004 ROW Fear River Ephemeral 4 4 135 30 0.00 Culvert/Crossing 1 NA NA NA NA C NA 35.20268 -78.67690 Perm AR, Penn ROW, Cumberland TempOpen Cut - 126.8 wcm 008f Count 03030004 ROW Wetland NA 222 NA NA NA NA Wetland N/A PFO 0.38 0.16 0.00 NA NA 35.20081 -78.67741 Perm AR, Dam and Pump Penn and Perm AR - NC AP -2 Cumberland ROW, UNT to Cape Add 341 126.8 scm 009 County03030004 Temp, Fear River Perennial 19 8 150 31 0.01 Culvert/Crossing 1 NA NA NA NA C NA 35.20070 -78.67787 C-37 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Innpat Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Cumberland Not Crossed by 126.8 1 wcnm009f County 03030004 1 Penn AR Welland I NA NA I NA NA I NA NA I Centerline N/A PFO 0.00 1 0.00 0.00 1 NA NA 1 35.20086 -78.67843 Penn ROW, Cumberland Temp Open Cut - 127.2 wcm OIOf County 03030004 ROW Wetland NA 214 NA NA NA NA Wetland N/A PFO 0.38 0.15 0.00 NA NA 35.19518 -78.68231 Perm ROW, NC AP -2 Cumberland Temp UNT to Cape 342 127.3 sempolo County 03030004 ROW Fear River Perennial 25 NA 135 NA NA Dam and Pump 1 NA NA NA NA C NA 35.19518 -78.68225 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 343 127.8 wcm Ol if County 03030004 ROW Welland NA 110 NA NA NA NA Wetland N/A PFO 0.26 0.08 0.00 NA NA 35.19255 -78.68767 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 344 128.4 wcm Ol7f County 03030004 ROW Wetland NA 24 NA NA NA NA Wetland N/A PFO 0.06 0.02 0.00 NA NA 35.19414 -78.69992 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 345 128.8 wcm Ol6f County 03030004 ROW Wetland NA 225 NA NA NA NA Wetland N/A PFO 0.45 0.16 0.00 NA NA 35.19030 -78.70290 Perm ROW, Cumberland Temp Open Cut - 129.0 wcm OlSf County 03030004 ROW Wetland NA 197 NA NA NA NA Wetland N/A PFO 0.35 0.14 0.00 NA NA 35.18806 -78.70462 Penn ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 346 129.0 scm 022 Com 03030004 ROW Few River Intermittent 3 NA 88 NA NA or Flume 1 NA NA NA NA C NA 35.18791 -78.70469 NC AP -2 Cumberland UNT to Cape 347 129.2 scmo041 County 03030004 Perm AR Fear River Perennial NA 4 17 NA 0.00 Perm AR N/A NA NA NA NA C NA 35.18966 -78.71181 Penn ROW, Cumberland Temp Open Cut - 129.4 wcmc002f County 03030004 ROW Welland NA 40 NA NA NA NA Wetland N/A PFO 0.10 0.03 0.00 NA NA 35.18324 -78.70997 Perm ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 348 1 129.4 1 scmc001 County 03030004 1 ROW Fear River Perennial 8 NA 91 NA NA I or Flume 1 NA NA NA NA C NA 35.18310 -78.71004 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 349 129.5 wcm 050f County 03030004 ROW Welland NA 70 NA NA NA NA Welland N/A PFO 0.10 0.04 0.00 NA NA 35.18217 -78.71137 Perm ROW, Temp ATWS, Cumberland Temp Open Cut - 129.6 wcmc003f County 03030004 ROW Wetland NA 173 NA NA NA NA Wetland N/A PFO 0.54 0.13 0.00 NA NA 35.18212 -78.71266 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 350 129.6 wcms,003s County 03030004 ROW Wetland NA 257 NA NA NA NA Wetland N/A PSS 0.46 0.06 0.00 NA NA 35.18184 -78.71221 C-38 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a acee Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Cumberland Temp UNT to Cape Not Crossed by 129.6 scro.02 County03030004 ROW Fear River Perennial NA NA 20 NA NA Centerline N/A NA NA NA NA C NA 35.18257 -78.71224 Penn ROW, Cumberland Temp UNT to Cape Flume or Dam 129.7 scmc003 County 03030004 ROW Fear River Ephemeral 4 NA 148 NA NA and Pump 1 NA NA NA NA C NA 35.18179 -78.71354 Perm ROW, Cumberland Temp UNT to Cape 130.1 scmcOO5 County 03030004 ROW Few River Intermittent 3 NA 102 NA NA Data and Pump 1 NA NA NA NA C NA 35.17912 -78.71956 NC AP -2 Cumberland Temp Not Crossed by 351 130.1 wcmc007f County 03030004 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.01 0.00 0.00 NA NA 35.17937 -78.71999 NC AP -2 Cumberland Temp Not Crossed by 352 130.5 wcm 005f County 03030004 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.14 0.00 0.00 NA NA 35.17584 -78.72625 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 353 1 130.6 1 wcm 004f County 03030004 1 ROW Wetland I NA 259 1 NA NA I NA NA I Wetland N/A I PFO 0.43 1 0.18 0.00 1 NA NA 35.17470 -78.72726 NC AP -2 Cumberland UNT to Cape 354 131.1 scm 021 County 03030004 Perm AR Fear River Intermittent NA 4 31 NA 0.00 Perm AR N/A NA NA NA NA C NA 35.16931 -78.73521 Perm ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 355 131.5 scm 005 County 03030004 ROW Fear River Perennial 6 NA 140 NA NA or Flume 1 NA NA NA NA C NA 35.17170 -78.74134 NC AP -2 Cumberland Temp UNT to Cape Not Crossed by 356 131.6 scm1,102 County 03030004 ROW Fear River Ephemeral NA NA 29 NA NA Centerline N/A NA NA NA NA C NA 35.17187 -78.74373 Penn ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 357 131.7 scm 003 County 03030004 ROW Fear River Intermittent 3 NA 127 NA NA or Flume 1 NA NA NA NA C NA 35.17043 -78.74473 Perm ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 358 131.7 004 County 03030004 ROW Fear River Intermittent 5 NA 130 NA NA or Flume 1 NA NA NA NA C NA 35.17012 -78.74516 Cumberland Temp UNT to Cape Not Crossed by 131.8 sctnp002 County 03030004 ROW Fear River Intermittent NA NA 279 NA NA Centerline N/A NA NA NA NA C NA 35.17047 -78.74574 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 359 131.8 wcmbl03f County 03030004 ROW Wetland NA 1976 NA NA NA NA Wetland N/A PFO 3.41 1.36 0.00 NA NA 35.16726 -78.74740 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 360 132.3 wcnnbl02f County 03030004 ROW Wetland NA 126 NA NA NA NA Wetland N/A PFO 0.20 0.09 0.00 NA NA 35.16336 -78.75107 Penn ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 361 132.7 scm 001 County 03030004 ROW Fear River Intermittent 9 NA 126 NA NA or Flume 1 NA NA NA NA C NA 35.16081 -78.75560 Penn ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 132.8 a-037362 s037 County03030004 ROW Fear River Perennial 28 NA 31 NA NA or Flume 1 NA NA NA NA C NA 35.16058 -78.75782 Penn ROW, NC AP-2Cumberland Temp Open Cut - 363 133.1 wcmo009f Count 03030004 ROW Wetland NA 590 NA NA NA NA Wetland N/A PFO L02 0.41 0.00 NA NA 35.15540 -78.75972 C-39 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Impat Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County I -IDC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn MLR, Perm ROW, NC AP -2 Cumberland Temp UNT to Cape M&R 364 133.2 cm 037 County 03030004 ROW Fear River Perennial 39 NA 238 NA NA Works ac N/A NA NA NA NA C NA 35.15316 -78.75771 Penn ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 365 133.4 scm 039 County 03030004 ROW Fear River Intermittent 3 NA 114 NA NA or Flume 1 NA NA NA NA C NA 35.15138 -78.75678 Perm ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 366 133.8 s 042 County 03030004 ROW Fear River Intermittent 11 NA 169 NA NA or Flume 1 NA NA NA NA C NA 35.14634 -78.75446 Penn ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 367 133.9 scM041 County 03030004 ROW Fear River E hememl 3 NA 128 NA NA or Flume 1 NA NA NA NA C NA 35.14580 -78.75356 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 368 133.9 wcm 039. County 03030004 ROW Wetland NA 91 NA NA NA NA Wetland N/A PEM 0.16 0.00 0.00 NA NA 35.14502 -78.75280 Perm ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 369 134.2 scm 040 County 03030004 ROW Few River Perennial 13 NA 147 NA NA or Flume 1 NA NA NA NA C NA 35.14190 -78.75018 Perm ROW, Temp ATWS, NC AP -2 DKWQ_N Cumberland Temp Open Cut - 370 134.3 C 008 Countv 03030004 ROW Wetland NA 433 NA NA NA NA Wetland N/A PFO 1.06 0.30 0.00 NA NA 35.14100 -78.74753 Penn ROW, NC AP -2 Cumberland Temp UNT to Gum Dam and Pump 371 135.0 scm 100 County 03030004 ROW Log Canal Intermittent 7 NA 128 NA NA or Flume 1 NA NA NA NA C NA 35.13560 -78.73674 Perm ROW, UNT to NC AP -2 DKSQ_NC Cumberland Temp Bak.rs Flume or Dam 372 135.8 002 County 03030004 ROW Swam Perennial 10 NA 77 NA NA and Pump 1 NA NA NA NA C NA 35.12702 -78.72871 Not Crossed by Centerline and NC AP -2 DKSQ_NC Cumberland UNT Big Penn AR - Add 373 136.1 003 County 03030006 Penn AR Creek Intermitt.nt NA 9 545 545 0.06 Culvert/Crossing N/A NA NA NA NA C NA 35.1209-78.72555 Perm ROW, Temp :35.11:995]-78.72887 NC AP -2 DKSQ_NC Cumberland ROW, UNT Big Dam and Pump 374 136.2 007 Count 03030006 Tem TS Creek Intermittent 5 NA 139 NA NA or Flume 1 NA NA NA NA C NA NC AP -2 DKSQ_NC Cumberland UNT Big Not Crossed by 375 136.4 006 Count 03030006 Perm AR Creek Intermittent NA NA 425 NA 0.00 Centerline N/A NA NA NA NA C NA 35.11710 -78.72702 Perm AR, Perm ROW, NC AP -2 DKSQ_NC Cumberland Temp UNIT Big Dam and Pump 376 136.5 005a County 03030006 ROW Creek Perennial 14 NA 183 NA 0.00 or Flume 1 NA NA NA NA C NA 35.11526 -78.72876 C-40 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I -IDC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Cumberland Temp Open Cut - 136.7 wcm O0le County 03030006 ROW Wetland NA 208 NA NA NA NA Wetland N/A PEM 0.38 0.00 0.00 NA NA 35.10946 -78.72925 Perm AR, Perm ROW, Cumberland Temp Open Cut - 136.7 wcm 0olf County 03030006 ROW Wetland NA 2239 NA NA NA NA Wetland N/A PFO 3.86 1.54 0.00 NA NA 35.10906 -78.72882 Penn ROW, UNT to Cumberland Temp Bakers Flume or Data 136.9 s- 001 County 03030006 ROW Swam Perennial 7 NA 78 NA NA and Pump 1 NA NA NA NA C NA 35.11006 -78.72907 Perm ROW, UNT to Cumberland Temp Bakers Flume or Dam 137.0 scm 003 County 03030006 ROW Swamp Perennial 7 NA 76 NA NA and Pump 1 NA NA NA NA C NA 35.10760 -78.72910 Perm AR, Perm ROW, UNT to NC AP -2 Cumberland Temp Bakers Flume or Dam 377 137.1 scm 004 County 03030006 ROW Swamp Perennial 8 NA 156 NA 0.00 and Pump 1 NA NA NA NA C NA 35.10583 -78.72944 Perm AR, Penn ROW, NC AP -2 Cumberland Temp UNT to Big Dam and Pump 378 137.1 s 058 cm Count 03030006 ROW Creek Intermittent 8 NA 136 NA 0.00 or Flume 1 NA NA NA NA C NA 35.10575 -78.72950 Cumberland Perm Open Cub 137.5 wcm 048e County03030006 ROW Wetland NA 215 NA NA NA NA Wetland N/A PEM 0.56 0.00 0.00 NA NA 35.09750 -78.73073 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 379 137.5 we 048f County 03030006 ROW Wetland NA 1731 NA NA NA NA Wetland N/A PFO 2.77 1.08 0.00 NA NA 35.09761 -78.73015 Perm ROW, Cumberland Temp Open Cut - 138.0 wcm 051e County 03030006 ROW Wetland NA 127 NA NA NA NA Wetland N/A PEM 0.99 0.00 0.00 NA NA 35.08903 -78.73174 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 380 138.0 wcm 05lf County 03030006 ROW Wetland NA 2210 NA NA NA NA Wetland N/A PFO 3.01 1.22 0.00 NA NA 35.08924 -78.73244 Perm ROW, Cumberland Temp Open Cut - 138.7 wcmo036f County 03030006 ROW Wetland NA 320 NA NA NA NA Wetland N/A PFO 0.48 0.19 0.00 NA NA 35.08125 -78.73343 Penn ROW, NC AP -2 CumberlandTemp Not Crossed by 381 138.7 wcmo036e County 03030006 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.10 0.00 0.00 NA NA 35.08119 -78.73303 Perm ROW, Cumberland Temp Open Cut - 139.0 wcmf002f County 03030006 ROW Little Creek NA 3887 NA NA NA NA Wetland N/A PFO 6.47 2.62 0.00 NA NA 35.07242 -78.73449 NC AP -2 Cumberland Penn Not Crossed by 382 139.3 wcmf002e County 03030006 ROW Little Creek NA NA NA NA NA NA Centerline N/A PEM 0.28 0.00 0.00 NA NA 35.07235 -78.73377 Penn NC AP -2 Cumberland ROW, Open Cut- ub 383 383 139.8 wcm1003e Count 03030006 Tem Wetland NA 64 NA NA NA NA Wetland N/A PEM 0.23 1 0.00 0.00 NA NA 35.06373 -78.73482 C-41 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County ITUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Penn ROW, Cumberland Temp Open Cut - 139.9 wcmf003f County 03030006 ROW Wetland NA 786 NA NA NA NA Wetland N/A PFO 1.28 0.54 0.00 NA NA 35.06290 -78.73556 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 384 140.2 wcmfOG4e County 03030006 ROW Wetland NA 23 NA NA NA NA Wetland N/A PEM 0.14 0.00 0.00 NA NA 35.06005 -78.73529 Penn ROW, Cumberland Temp Open Cut - 140.4 wcmfD0le County 03030006 ROW Wetland NA 161 NA NA NA NA Wetland N/A PEM 0.36 0.00 0.00 NA NA 35.05481 -78.73590 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 385 140.4 we nfoolf County 03030006 ROW Wetland NA 1324 NA NA NA NA Wetland N/A PFO 2.18 0.91 0.00 NA NA 35.05431 -78.73658 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 386 140.7 wcmf005e County 03030006 ROW Wetland NA 106 NA NA NA NA Wetland N/A PEM 0.43 0.00 0.00 NA NA 35.04481 -78.73697 Penn ROW, Cumberland Temp Open Cut - 140.7 werafflo5fl County 03030006 ROW Wetland NA 1818 NA NA NA NA Wetland N/A PFO 2.93 1.25 0.00 NA NA 35.04941 -78.73582 Perm ROW, Cumberland Temp Open Cut - 141.3 wcmfi105f County 03030006 ROW Wetland NA 1901 NA NA NA NA Wetland N/A PFO 3.32 1.31 0.00 NA NA 35.03947 -78.73701 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 386 141.0 wcmf005f2 County 03030006 ROW Wetland NA 1609 NA NA NA NA Wetland N/A PFO 2.69 1.11 0.00 NA NA 35.04455 -78.73644 NC AP -2 DKWQ_N Cumberland Perm GB, Not Crossed by 387 140.7 C O10 County 03030006 Te GB Wetland NA NA NA NA NA NA Centerline N/A PEM 0.08 0.00 0.00 NA NA 35.05112 -78.73706 Contractor Yard NC AP -2 Cumberland Temp Unnamed Open - Fence Out 388 141.6 1 ocme020 County 03030004 CPY Pond Water NA NA NA NA NA Avoidance N/A NA NA NA NA NA NA 35.04531 -78.82451 NCAP-2 Cumberland Temp Not Crossed by 389 141.7 wcuc051e County 03030004 CPY Wetland NA NA NA NA NA NA Centerline N/A PEM 0.00 0.00 0.00 NA NA 35.04247 -78.82196 Penn ROW, Cumberland Temp Open Cut - 141.8 wcmr003f County 03030006 ROW Wetland NA 1582 NA NA NA NA Wetland N/A PFO 2.65 1.08 0.00 NA NA 35.03283 -78.73775 Penn ROW, Cumberland Temp UNT to Buck Dam and Pump 141.8 scmr005 County 03030006 ROW Creek Intermittent 5 NA 86 NA NA or Flume 1 NA NA NA NA C NA 35.03394 -78.73777 Cumberland Perm Not Crossed by 141.9 wcmr003e County 03030006 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.04 0.00 0.00 NA NA 35.03319 -78.73835 Perm ROW, NC AP -2 Cumberland Temp UNT to Buck Dam and Pump 390 142.0 scmr006 County03030006 ROW Creek Ephemeral 4 NA 256 NA NA or Flume 1 NA NA NA NA C NA 35.03071 -78.73814 C-42 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, NC AP -2 Cumberland Temp Open Cut- ub391 391 142.3 wcmo027f County 03030006 ROW Wetland NA 182 NA NA NA NA Wetland N/A PFO 0.33 0.13 0.00 NA NA 35.02685 -78.73836 Perm ROW, Cumberland Temp Open Cut - 142.4 mo028f am County 03030006 ROW Wetland NA 41 NA NA NA NA Wetland N/A PFO 0.20 0.05 0.00 NA NA 35.02471 -78.73881 NC AP -2 Cumberland Penn Open Cut - 392 142.4 mo028e Cour 03030006 ROW Wetland NA 148 NA NA NA NA Wetland N/A PEM 0.13 0.00 0.00 NA NA 35.02520 -78.73927 Penn ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 394 142.7 scmo031 County 03030006 ROW Sand Creek E hememl 5 NA 102 NA NA or Flume 1 NA NA NA NA C NA 35.02153 -78.73926 Perm ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 395 142.8 cmo032 County 03030006 ROW Sand Creek E hemeral 2 NA 76 NA NA or Flume I NA NA NA NA C NA 35.02009 -78.73958 NC AP -2 Cumberland Penn UNT to Not Crossed by 396 142.8 scmo033 County 03030006 ROW Sandy Creek Ephemeral NA NA 2 NA NA Centerline N/A NA NA NA NA C NA 35.01986 -78.73999 Penn ROW, Cumberland Temp UNT to Dam and Pump 142.9 s-034 County 03030006 ROW Sandy Creek Ephemeral 3 NA 99 NA NA or Flume 1 NA NA NA NA C NA 35.01764 -78.73985 Perm ROW, Cumberland Temp Open Cut - 142.9 wcmo029f County 03030006 ROW Wetland NA 763 NA NA NA NA Wetland N/A PFO 1.45 0.56 0.00 NA NA 35.01626 -78.73971 NC AP -2 Cumberland Perm Not Crossed by 397 143.0 wcmo029e County 03030006 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.11 0.00 0.00 NA NA 35.01665 -78.74028 Perm ROW, NC AP -2 Cumberland Temp Dam and Pump 398 143.2 scmo035 Count 03030006 ROW Sandy Creek Perennial 10 NA 201 NA NA or Flume 1 NA NA NA NA C NA 35.01353 -78.74008 Perm ROW, Cumberland Temp UNT to Dam and Pump 143.3 scmf002 County 03030006 ROW Sandy Creek Intemuttent 7 NA 180 NA NA or Flume I NA NA NA NA C NA 35.01199 -78.74047 NC AP -2 Cumberland Temp Not Crossed by 399 143.3 wcnfOl0e Cowry 03030006 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.01 0.00 0.00 NA NA 35.01159 -78.74092 Perm ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 400 143.4 scm1003 Granny 03030006 ROW I Sandy Creek Intermittent 6 NA 140 NA NA or Flume 1 NA NA NA NA C NA 35.01026 -78.74075 Perm ROW, NC AP -2 Cumberland Temp Not Crossed by 401 143.5 wcmfollc County 03030006 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.02 0.00 0.00 NA NA 35.00853 -78.74125 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 402 143.6 wcn 009f County 03030006 ROW Wetland NA 473 NA NA NA NA Wetland N/A PFO 0.78 0.33 0.00 NA NA 35.00592 -78.74102 Perm ROW, NC AP -2 Cumberland Temp Not Crossed by 402 143.7 wcmf009c County 03030006 ROW Welland NA NA NA NA NA NA Centerline N/A PEM 0.00 0.00 0.00 NA NA 35.00613 -78.74158 C-43 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Impat Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Cumberland Temp Open Cut- ub143.8 143.8 wcmr006f County 03030006 ROW Wetland NA 634 NA NA NA NA Wetland N/A PFO 0.95 0.43 0.00 NA NA 35.00320 -78.74122 Perm AR, NC AP -2 Cumberland Perm Not Crossed by 403 143.9 wcmr006c County 03030006 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.07 0.00 0.00 NA NA 35.00312 -78.74193 Perm ROW, Cumberland Temp Open Cut - 144.0 wcmt008f County 03030006 ROW Wetland NA 2276 NA NA NA NA Wetland N/A PFO 3.93 1.57 0.00 NA NA 34.99769 -78.74192 NC AP -2 Cumberland Penn Not Crossed by 404 144.2 wcmf008e County 03030006 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.02 0.00 0.00 NA NA 34.99770 -78.74252 Penn ROW, NC AP -2 Cumberland Temp UNT to Not Crossed by 405 144.8 scm1001 County 03030005 ROW Cedar Creek Intermittent NA NA 145 NA NA Centerline N/A NA NA NA NA C NA 34.98862 -78.74212 Penn ROW, Cumberland Temp Open Cut - 145.0 wcmf006f County 03030005 ROW Wetland NA 5161 NA NA NA NA Wetland N/A PFO 8.60 3.54 0.00 NA NA 34.97741 -78.74043 NC AP -2 Cumberland Penn Not Crossed by 406 145.5 wcmf006c County03030005 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.31 0.00 0.00 NA NA 34.97784 -78.74109 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 407 146.2 wcmps040f County 03030005 ROW Wetland NA 54 NA NA NA NA Wetland N/A PFO 0.18 0.03 0.00 NA NA 34.96707 -78.73917 Penn ROW, NC AP -2 Cumberland Temp UNIT to Dam and Pump 408 146.2 scmps043 County 03030005 ROW Cedar Creek Perennial 6 NA 115 NA NA or Flume 1 NA NA NA NA C NA 34.96621 -78.73938 Penn ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 409 146.5 semo039 County 03030005 ROW Cedar Creek Intermittent 2 NA 127 NA NA or Flume 1 NA NA NA NA C NA 34.96218 -78.73899 Perm ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 410 146.6 scmo038 County 03030005 ROW Cedar Creek Perennial 6 NA ill NA NA or Flume 1 NA NA NA NA C NA 34.96123 -78.73897 Penn ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 411 146.7 s-020 County 03030005 ROW Cedar Creek Intermittent 4 NA 155 NA NA or Flume 1 NA NA NA NA C NA 34.95935 -78.73884 Perm ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 412 147.0 mo021 County 03030005 ROW Cedar Creek Ephemeral 12 NA 508 NA NA or Flume 1 NA NA NA NA C NA 34.95564 -78.73838 Penn ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 147.1 a-022413 s022 Count 03030005 ROW Cedar Creek Ephemeral 2 NA 131 NA NA or Flume 1 NA NA NA NA C NA 34.95220 -78.73814 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 414 147.5 wcr.005f County 03030005 ROW Wetland NA 375 NA NA NA NA Wetland N/A PFO 0.64 0.26 0.00 NA NA 34.94617 -78.73721 Penn NC AP -2 Cumberland ROW, T Open Cut - 415 147.8 wcmo026f County 03030005 Terar, Wetland NA 1052 NA NA NA NA Wetland N/A PFO 1.82 0.73 1 0.00 NA NA 34.94135 -78.73737 C-44 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ty Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime feet feet feet a (acre) Method r Type Class n acres i(acres) i (acres), Close Restrictions Latitude Longitude ROW Cumberland Penn Not Crossed by 147.9 1 wcmo026e County 03030005 1 ROW Wetland I NA NA I NA NA NA NA I Centerline N/A PEM 0.02 1 0.00 0.00 1 NA NA 1 34.94138 -78.73808 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 416 148.3 wcmo03If County 03030005 ROW Wetland NA 65 NA NA NA NA Wetland N/A PFO 0.08 0.04 0.00 NA NA 34.93512 -78.74180 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 417 148.7 wcmo024f County 03030005 ROW Wetland NA 4251 NA NA NA NA Wetland N/A PFO 7.31 2.93 0.00 NA NA 34.92402 -78.74910 Penn ROW, NC AP -2 Cumberland Temp Open Cut- ub418 418 149.5 wcmo032f County 03030005 ROW Wetland NA 702 NA NA NA NA Wetland N/A PFO 1.20 0.48 0.00 NA NA 34.91742 -78.75372 Perm ROW, UNT to Big NC AP -2 Cumberland Temp Alligator Dam and Pump 419 150.3 scm 051 County 03030005 ROW Swamp Ephemeral 4 NA 119 NA NA or Flume I NA NA NA NA C NA 34.90787 -78.76053 Penn ROW, UNT to Big NC AP -2 Cumberland Temp Alligator Data and Pump 420 150.4 scmp,054 County 03030005 ROW Swamp Ephemeral 3 NA 185 NA NA or Flume 1 NA NA NA NA C NA 34.90731 -78.76069 Perm ROW, UNT to Big NC AP -2 Cumberland Temp Alligator Dam and Pump 421 150.4 scant,052 County 03030005 ROW Swamp Peronnial 22 NA 103 NA NA or Flume I NA NA NA NA C NA 34.90710 -78.76112 Penn ROW, Temp HNT toBig NC AP -2 Cumberland ROW, Alligator Dam and Pump 422 150.8 scmp057 County 03030005 Terra TS Swarma Intermittent 8 NA NA NA NA or Flume 1 NA NA NA NA C NA 34.90064 -78.76668 Perm ROW, UNT to Big NC AP -2 Cumberland Temp Alligator Dam and Pump 423 151.1 scmp,056 County 03030005 ROW Swamp Intermittent 10 NA 113 NA NA or Flume 1 NA NA NA NA C NA 34.89716 -78.76786 Penn ROW, NC AP -2 Cumberland Temp UNT to Hair Dam and Pump 424 151.6 scmo028 County 03030005 ROW Canal Perennial 5 NA 132 NA NA or Flume 1 NA NA NA NA C NA 34.89136 -78.77339 Perm ROW, NC AP -2 Cumberland Temp Data and Pump 425 151.7 cmo029 County 03030005 ROW Hair Canal Perennial 31 NA 112 NA NA or Flume 1 NA NA NA NA C NA 34.89050 -78.77465 Cumberland Temp UNT to Cape Not Crossed by 152.8 act -003 County03030005 ROW Fear River Intermittent NA NA 143 NA NA Centerline N/A NA NA NA NA C NA 34.87852 -78.78893 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 426 152.8 wcmr002f County 03030005 ROW Wetland NA 666 NA NA NA NA Wetland N/A PFO 1.06 0.45 0.00 NA NA 34.87827 -78.79111 Perm ROW, Cumberland Temp Open Cut - 153.0 wcnu00lf County 03030005 ROW Wetland NA 118 NA NA NA NA Wetland N/A PFO 0.34 0.11 0.00 NA NA 34.87762 -78.79444 ;-78.79395 NC AP -2 Cumberland Penn Not Crossed by 427 153.0 wcmO0le County03030005 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.02 0.00 0.00 NA NA 34.87813 C-45 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Cumberland Temp UNT to Cape Dam and Pump 153.1 scmr002 County 03030005 ROW Fear River Perennial 11 NA 97 NA NA or Flume 1 NA NA NA NA C NA 34.87791 -78.79422 Perm ROW, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 428 153.2 scmr001 am County 03030005 ROW Fear Biver Intermittent 4 NA 110 NA NA or Flume 1 NA NA NA NA C NA 34.87799 -78.79616 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 429 153.3 wcm 045s County 03030005 ROW Wetland NA 70 NA NA NA NA Wetland N/A PSS 0.12 0.02 0.00 NA NA 34.87889 -78.79868 NC AP -2 Cumberland Temp Not Crossed by 430 153.4 wcm 043s County 03030005 ROW Wetland NA NA NA NA NA NA Centerline N/A PSS 0.00 0.00 0.00 NA NA 34.87896 -78.80102 Perm ROW, Cumberland Temp UNT to Cape Dam and Pump 153.5 scmp048 county 03030005 ROW Fear River E hememl 3 NA 153 NA NA or Flume I NA NA NA NA C NA 34.87926 -78.80180 Penn ROW, NC AP -2 Cumberland Temp Open Cut - 431 153.5 wcm 046f County 03030005 ROW Wetland NA 112 NA NA NA NA Wetland N/A PFO 0.19 0.07 0.00 NA NA 34.87938 -78.80211 Perm ROW, Temp ATWS, NC AP -2 Cumberland Temp UNT to Cape Dam and Pump 432 153.8 scm 045 Count 03030005 ROW Few River Perennial 11 NA 116 NA NA or Flume 1 NA NA NA NA C NA 34.87994 -78.80796 Penn ROW, Cumberland Temp Open Cut - 154.0 we 042f County 03030005 ROW Wetland NA 126 NA NA NA NA Wetland N/A PFO 0.13 0.06 0.00 NA NA 34.88056 -78.81154 Perm ROW, Temp ATWS, Cumberland Temp UNT to Cape Dam and Pump 154.0 sc 046 County 03030005 ROW Fear River Perennial 7 NA 191 NA NA or Flume 1 NA NA NA NA C NA 34.88034 -78.81158 Perm ROW, NC AP -2 Cumberland Temp Not Crossed by 433 154.0 wcnmG42e County 03030005 ATWS Wetland NA NA NA NA NA NA Centerline N/A PEM 0.08 0.00 0.00 NA NA 34.88023 -78.81163 Cumberland Penn Not Crossed by 154.1 mo035f County 03030005 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 34.88086 -78.81452 NC AP -2 Cumberland Penn UNT to Cape 434 154.1 scm 047k County03030005 ROW Fear River Perennial 48 NA 0 NA NA HDD N/A NA NA NA NA C NA 34.88055 -78.81477 February NC AP -2 Cumberland Penn Cape FearAFSA, 15 to 435 154.2; scmo0261 County 03030005 ROW River Perennial 326 NA NA NA NA HDD N/A NA NA NA NA WSN June 30 34.88074 -78.81583 NC AP -2 Cumberland Perm UNT to Cape 436 154.3 scmo027k Count 03030005 ROW Few River Intermittent 19 NA 0 NA NA HDD N/A NA NA NA NA C NA 34.88099 -78.81707 NC AP -2 Cumberland Temp Not Crossed by 437 154.3 wcmo022e County 03030005 ATWS Wetland NA NA NA NA NA NA Centerline N/A PEM 0.00 0.00 0.00 NA NA 34.88039 -78.81856 C-46 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Imp -t Construction Restoration Cowardin Impact Conversion Loss State Reg' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Temp ATWS, NC AP -2 Cumberland Temp Open Cut - 437 154.4 wcars,022f County 03030005 ROW Wetland NA 85 NA NA NA NA Wetland N/A PFO 0.39 0.06 0.00 NA NA 34.88078 -78.81869 NC AP -2 Cumberland Perm Not Crossed by 438 154.4 wcmo023f county 03030005 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 34.88052 -78.81945 Perm AR, Perm Data and Pump ROW, or Flume and NC AP -2 Cumberland Temp UNT to Cape Perm AR - Add 439 154.6 semo024 County 03030005 ROW Fear River Perennial 12 10 164 30 0.01 Culvert/Crossing 1 NA NA NA NA C NA 34.87967 -78.82330 Perm ROW, NC AP -2 Cumberland Temp UNT to Cape Not Crossed by 440 154.6 scmo025 County 03030005 ROW Fear River Intermittent NA NA 63 NA NA Centerline N/A NA NA NA NA C NA 34.88000 -78.82343 Perm ROW, NC AP -2 Cumberland Temp UNP to Cape Dam and Pump 441 154.7 semo023 County 03030005 ROW Fear River Intermittent 3 NA 111 NA NA or Flume 1 NA NA NA NA C NA 34.87918 -78.82489 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 442 154.8 mo021f County 03030005 ROW Wetland NA 18 NA NA NA NA Wetland N/A PFO 0.03 0.01 0.00 NA NA 34.87842 -78.82614 Cumberland Perm Not Crossed by 154.9 wcmo020e County 03030005 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.00 0.00 0.00 NA NA 34.87863 -78.82748 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 443 154.9 wcmo020f County 03030005 ROW Wetland NA 23 NA NA NA NA Wetland N/A PFO 0.03 0.02 0.00 NA NA 34.87825 -78.82756 Perm ROW, Cumberland Temp Open Cut - 155.1 wcmp052f County 03030005 ROW Wetland NA 242 NA NA NA NA Wetland N/A PFO 0.54 0.17 0.00 NA NA 34.87729 -78.83287 Cumberland Perm UNT to Cape Dam and Pump 155.1 scmp060 County 03030005 ROW Fear River Intermittent 11 NA 80 NA NA or Flume 1 NA NA NA NA C NA 34.87765 -78.83209 Cumberland Perm Not Crossed by 155.1 w-pa052a County 03030005 1 ROW Wetland I NA NA I NA NA I NA NA I Centerline N/A PSS 0.03 1 0.00 0.00 1 NA NA 1 34.87778 -78.83244 Cumberland Perm UNT to Cape Dam and Pump 155.2 scmo036 County 03030005 ROW Fear River Perennial 5 NA 103 NA NA or Flume 1 NA NA NA NA C NA 34.87742 -78.83438 Cumberland Perm Not Crossed by 155.3 wcmo033e County 03030005 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.00 0.00 0.00 NA NA 34.87739 -78.83502 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 444 155.3 wcmoO33f County 03030005 ROW Wetland NA 628 NA NA NA NA Wetland N/A PFO 1.08 0.43 0.00 NA NA 34.87698 -78.83484 Perm ROW, Cumberland Temp Open Cut - 156.4 cma025s County 03030005 ROW Wetland NA 28 NA NA NA NA Wetland N/A PSS 0.04 0.01 0.00 NA NA 34.87396 -78.85571 Perm ROW, NC AP -2 Cumberland Temp Open Cub 445 156.4 wcmo025f Count 03030005 ROW Wetland NA 709 NA NA NA NA Wetland N/A PFO 1.09 0.47 0.00 NA NA 34.87440 -78.85591 C-47 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ty Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Paen Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I -IDC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Cumberland Temp Longs Dam and Pump 156.4 so.P059 County 03030005 ROW Branch Perennial 11 NA 94 NA NA or Flume 1 NA NA NA NA C NA 34.87409 -78.85645 Perm ROW, Cumberland Temp Open Cut - 156.7 wcmp049f County 03030005 ROW Swans Creek NA 395 NA NA NA NA Wetland N/A PFO 0.67 0.23 0.00 NA NA 34.87338 -78.86221 NC AP -2 Cumberland Penn Not Crossed by 446 156.8 wcnrp049a County 03030005 ROW Swans Creek NA NA NA NA NA NA Centerline N/A PSS 0.11 0.00 0.00 NA NA 34.87291 -78.86224 Penn ROW, Cumberland Temp Open Cut - 157.3 wcm 047f County 03030005 ROW Welland NA 90 NA NA NA NA Wetland N/A PFO 0.11 0.06 0.00 NA NA 34.87140 1 -78.87234 Perm ROW, Cumberland Temp Open Cut - 157.3 wcmp047a County 03030005 ROW Wetland NA 672 NA NA NA NA Wetland N/A PSS 1.15 0.15 0.00 NA NA 34.87070 -78.87258 Penn ROW, NC AP -2 Cumberland Temp UNT to Dam and Pump 447 157.3 scrop,049 County 03030005 ROW Swans Creek Perennial 4 NA 89 NA NA or Flume 1 NA NA NA NA C NA 34.87088 -78.87246 Perm ROW, NC AP -2 Cumberland Temp UNT to Kirks Dam and Pump 448 158.3 cm 002 county 03030005 ROW Mill Creek Intermittent 4 NA 110 NA NA or Flume 1 NA NA NA NA C NA 34.86624 -78.88718 Perm ROW, NC AP -2 Cumberland Temp UNT to Kirks Dam and Pump 449 158.3 scm 001 County 03030005 ROW Mill Creek Intermittent 9 NA 111 NA NA or Flume 1 NA NA NA NA C NA 34.86590 -78.88779 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 450 158.3 wcmh004f County 03030005 ROW Welland NA 2011 NA NA NA NA Wetland N/A PFO 3.46 1.38 0.00 NA NA 34.86464 -78.89098 Cumberland Temp Kirks Mill Not Crossed by 158.9 scme002 County 03030005 ROW Creek Intermittent NA NA 39 NA NA Centerline N/A NA NA NA NA WSIV NA 34.86234 -78.89791 Perm ROW, NC AP -2 Cumberland Temp Open Cut - 451 158.9 wcmh003f County 03030005 ROW Welland NA 205 NA NA NA NA Wetland N/A PFO 0.53 0.15 0.00 NA NA 34.86232 -78.89730 Perm ROW, Cumberland Temp Open Cut - 159.1 wcmh002s County 03030005 ROW Welland NA 137 NA NA NA NA Wetland N/A PSS 0.29 0.03 0.00 NA NA 34.86106 -78.89999 Perm ROW, Cumberland Temp UNT to Kirks Dam and Pump 159.1 scmh001 County 03030005 ROW Mill Creek Intermittent 6 NA 88 NA NA or Flume 1 NA NA NA NA C NA 34.86104 -78.90050 Penn ROW, Cumberland Temp Open Cut - 159.1 wcmh002f County 03030005 ROW Wetland NA 483 NA NA NA NA Welland N/A PFO 0.89 0.34 0.00 NA NA 34.86132 -78.90131 NC AP -2 Cumberland Perm Open Cut - 452 159.2 wctnh002s Coun 03030005 ROW Wetland NA 71 NA NA NA NA Welland N/A PSS 0.07 0.02 0.00 NA NA 34.86188 -78.90155 Pe m NC AP -2 Cumberland ROW, Open Cut - 453 159.6 wcmh008s County03040203 Tem Wetland NA 447 NA NA NA NA Wetland N/A PSS 0.81 1 0.10 1 0.00 NA NA 34.86136 1 -78.90963 C-48 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbody Waterbody Crossing Crossing Workspa Road (feet) Impat Construction Restoration Cowardin Impact Conversion Loss State Reg. Year ID a MP Feature IDs County I -IDC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude ROW Penn ROW, Cumberland Temp Open Cut - 159.7 wcmh008f County 03040203 ROW Welland NA 544 NA NA NA NA Wetland N/A PFO 0.92 0.37 0.00 NA NA 34.86060 -78.91099 Penn ROW, Robeson Temp Open Cut - 160.3 wroo002f County 03040203 ROW Wetland NA 1914 NA NA NA NA Wetland N/A PFO 3.30 1.32 0.00 NA NA 34.85140 -78.91906 Cumberland Penn Gallberry Not Crossed by 160.4 sroo001 County 03040203 ROW Swam Perennial NA NA 18 NA NA Centerline N/A NA NA NA NA C, Sw NA 34.85213 -78.91809 Penn ROW, NC AP -2 Robeson Temp Open Cut- ub454 454 1 160.5 wroo002e County 03040203 ROW Wetland I NA 183 NA NA NA NA I Wetland N/A PEM 0.31 0.00 0.00 1 NA NA 1 34.85187 -78.91865 Penn ROW, NC AP -2 Robeson Temp Open Cut - 455 161.1 wroo001f County 03040203 ROW Wetland NA 375 NA NA NA NA Wetland N/A PFO 0.64 0.26 0.00 NA NA 34.84385 -78.92512 NC AP -2 Robeson Temp UNT to Little Open Not Crossed by 456 161.8 moh003 County 03040203 ROW Marsh Water NA NA NA NA NA Centerline N/A NA NA NA NA C NA 34.83891 -78.93249 Penn ROW, UNT to Little NC AP -2 Robeson Temp Marsb Dam and Pump 457 1 161.9 1 smh0ll County 03040203 1 ROW Swamp I Intermittent 10 NA 138 NA NA or Flume 1 NA NA NA NA C NA 1 34.83873 -78.93450 Perm ROW, NC AP -2 Robeson Temp Little Marsh Open Cut - 458 162.1 wroh019f County 03040203 ROW Swamp NA 4281 NA NA NA NA Wetland N/A PFO 7.39 2.95 0.00 NA NA 34.83934 -78.94606 Penn ROW, NC AP -2 Robeson Temp Open Cut- ub459 459 163.7 wroc100e County 03040203 ROW Wetland NA 141 NA NA NA NA Wetland N/A PEM 0.22 0.00 0.00 NA NA 34.84639 -78.96329 Perm ROW, NC AP -2 Robeson Temp Open Cut - 460 164.2 wro 008f County 03040203 ROW Wetland NA 58 NA NA NA NA Wetland N/A PFO 0.10 0.04 0.00 NA NA 34.84963 -78.97068 Perm ROW, UNT Little NC AP -2 Robeson Temp Marsh Dam and Pump 461 164.2 aro 006 County03040203 ROW Swam intermittent 8 NA 78 NA NA or Flume 1 NA NA NA NA C NA 34.84961 -78.97069 Penn ROW, NC AP -2 Robeson Temp Open Cut - 462 164.9 wro 007f County 03040203 ROW Wetland NA 1527 NA NA NA NA Wetland N/A PFO 3.07 1.05 0.00 NA NA 34.84486 -78.98241 Penn ROW, NC AP -2 Robeson Temp Open Cut - 463 165.3 wrob00lf County 03040203 ROW Wetland NA 2125 NA NA NA NA Wetland N/A PFO 3.68 1.46 0.00 NA NA 34.84059 -78.98762 Penn ROW, NC AP -2 Robeson Temp Open Cut- ub464 464 165.7 -b002f Coun 03040203 ROW Wetland NA 125 NA NA NA NA Wetland N/A PFO 0.22 0.09 0.00 NA NA 34.83757 -78.99012 Penn NC AP -2 Robeson ROW, Open Cut - 465 166.0 -..41 County 03040203 Ternp Wetland NA 203 NA NA NA NA Wetland N/A PFO 0.41 0.14 0.00 NA NA 34.83458 -78.99456 C-49 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude ROW Penn ROW, Robeson Temp Open Cut - 166.1 wmf004c County 03040203 ROW Wetland NA 39 NA NA NA NA Wetland N/A PEM 0.06 0.00 0.00 NA NA 34.83430 -78.99495 Penn ROW, Robeson Temp Open Cut - 166.1 wrofD04f Coun 03040203 ROW Wetland NA 258 NA NA NA NA Wetland N/A PFO 0.47 0.18 0.00 NA NA 34.83396 -78.99540 Penn ROW, NC AP -2 Robeson Temp Open Cut - 466 166.2 wrof003f County 03040203 ROW Wetland NA 323 NA NA NA NA Wetland N/A PFO 0.58 0.22 0.00 NA NA 34.83332 -78.99703 Penn ROW, NC AP -2 Robeson Temp Mercer Dam and Pump 466 166.2 srof00l County 03040203 ROW Branch Intermittent 16 NA 77 NA NA or Flume 1 NA NA NA NA C,Sw NA 34.83338 -78.99686 Penn ROW, NC AP -2 Robeson Temp OpenCub 467 166.3 wrof002e County 03040203 ROW Wetland NA 136 NA NA NA NA Wetland N/A PEM 0.17 0.00 0.00 NA NA 34.83232 -78.99860 Penn ROW, NC AP -2 Robeson Temp Open Cut - 468 166.4 wrofDOle County 03040203 ROW Wetland NA 922 NA NA NA NA Wetland N/A PEM 1.61 0.00 0.00 NA NA 34.83107 -79.00140 NC AP -2 Robeson Temp UNT to Not Crossed by 469 166.8 s.f002 Com 03040203 ROW Black Branch Ephemeral NA NA 15 NA NA Centerline N/A NA NA NA NA C NA 34.82845 -79.00517 Penn ROW, NC AP -2 Robeson Temp Open Cut - 470 166.9 wrofD06f County 03040203 ROW Wetland NA 203 NA NA NA NA Wetland N/A PFO 0.37 0.13 0.00 NA NA 34.82742 -79.00647 Penn ROW, Robeson Tamp Open Cut- ub167.0 167.0 wroc003f County 03040203 ROW Wetland NA 146 NA NA NA NA Wetland N/A PFO 0.23 0.09 0.00 NA NA 34.82570 -79.00772 Penn ROW, NC AP -2 Robeson Temp Dam and Pump 471 167.0 srof003 County 03040203 ROW Black Branch Intermittent 8 NA 131 NA NA or Flame 1 NA NA NA NA C, Sw NA 34.82567 -79.00769 Penn ROW, Big Marsh Robeson Temp Swamp/Gum Open Cut - 167.6 wroh018f County 03040203 ROW Branch NA 227 NA NA NA NA Wetland N/A PFO 0.43 0.15 0.00 NA NA 34.81902 -79.01474 Penn ROW, Big Marsh Robeson Temp Swamp/Gum Open Cut - 167.7 wmhOl8a Courav 03040203 ROW Branch NA 2790 NA NA NA NA Wetland N/A PSS 4.81 0.64 0.00 NA NA 34.81512 -79.01696 Penn ROW, Big Marsh NC AP -2 Robeson Temp Swamp/Gum Open Cut - 472 168.2 wmh018f County 03040203 ROW Branch NA 173 NA NA NA NA Wetland N/A PFO 0.31 0.12 0.00 NA NA 34.81092 -79.01962 Penn ROW, NC AP-2Robeson Temp Open Cut - 1 473 169.0 wroh0l7f Com 03040203 ROW Wetland NA 2960 NA NA NA NA Wetland N/A PFO 4.99 2.04 0.00 NA NA 34.79901 -79.02743 C-50 APPENDIX C-I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Permanent Wetland Complete Project Centerline Centerline Length Access Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ty Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Poen Road (feet) Im t pac Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude Penn ROW, NC AP-2 Robeson Temp Open Cut- 474 169.6 wro 006f County 03040203 ROW Wetland NA 1519 NA NA NA NA Wetland N/A PFO 2.59 1.05 0.00 NA NA 34.79316 -79.03288 Perm ROW, UNT to NC AP-2 Robeson Temp Termite Data and Pump 475 170.2 s.g005 County 03040203 ROW Swamp Ephemeral 3 NA 124 NA NA or Flume I NA NA NA NA C NA 34.78699 -79.03886 Perm ROW, NC AP-2 Robeson Temp Termite Open Cut- 476 170.6 wro 004f County 03040203 ROW Swamp NA 2381 NA NA NA NA Wetland N/A PFO 4.10 1.64 0.00 NA NA 34.78116 -79.04204 Perm ROW, Robeson Temp Open Cut- 171.3 wro 003f County 03040203 ROW Wetland NA 216 NA NA NA NA Wetland N/A PFO 0.39 0.15 0.00 NA NA 34.77493 -79.04884 Penn ROW, UNT to Little NC AP-2 Robeson Temp Termite Data and Pump 477 171.4 sro 004 County 03040203 ROW Swamp Intermittent 6 NA 107 NA NA or Flume 1 NA NA NA NA C NA 34.77463 -79.04914 Perm ROW, Robeson Temp Open Cut- 171.5 -g002s County 03040203 ROW Wetland NA 1389 NA NA NA NA Wetland N/A PSS 2.36 0.32 0.00 NA NA 34.77085 -79.05265 Penn ROW, UNT to Robeson Temp Saddletree Damand Pump 171.8 s.h015 County03040203 ROW Swam Intemdttent 5 NA 85 NA NA or Flume 1 NA NA NA NA C NA 34.76951 -79.05371 Perm ROW, NC AP-2 Robeson Temp Open Cut- 478 171.8 wro 002f County 03040203 ROW Wetland NA 220 NA NA NA NA Wetland N/A PFO 0.46 0.16 0.00 NA NA 34.76945 -79.05409 Perm ROW, Robeson Temp Open Cut- 171.9 wro Ols Coun 03040203 ROW Wetland NA 495 NA NA NA NA Wetland N/A PSS 0.79 0.11 0.00 NA NA 34.76697 -79.05495 Perm ROW, UNT to Little Robeson Temp Tenmile Dam and Pump 172.0 a.g003 County 03040203 ROW Swamp Intermittent 7 NA 17 NA NA or Flume 1 NA NA NA NA C NA 34.76736 -79.05489 Perm ROW, NC AP-2 Robeson Temp Open Cut- 479 172.1 wro 001f County 03040203 ROW Wetland NA 278 NA NA NA NA Wetland l PFO 0.49 0.19 0.00 NA NA 34.76584 -79.05570 UNT to NC AP-2 Robeson Saddletree 480 172.0 sroh013 County 03040203 Penn AR Swamp Intermittent NA NA 3 NA 0.00 Perm AR N/A NA NA NA NA C NA 34.76890 -79.05773 UNT to NC AP-2 Robeson Saddletree Not Crossed by 481 172.1 srmb014 County 03040203 Penn AR Swamp Intermittent NA NA 0 NA 0.00 Centerline N/A NA NA NA NA C NA 34.76797 -79.06061 Penn ROW, UNT to NC AP-2 Robeson Temp Saddletree Dam and Pump 482 172.4 arog002 County03040203 ROW Swam Intermittent 7 NA 268 NA NA or Flume 1 NA NA NA NA C NA 34.76332 -79.05774 UT to NC AP-2 Robeson Perm GB, Saddletree Not Crossed by 483 172.4 sroo002 Com 03040203 Tem GB Swam E hemeral NA NA 24 NA NA Centerline N/A NA NA NA NA C NA 34.76491 -79.05947 C-51 APPENDIX C-I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Temp GB, UNT to NC AP-2 Robeson Temp Saddletree Dam and Pump 484 172.4 srm OOl County03040203 ROW Swam Intermittent 3 NA 177 NA NA or Flume 1 NA NA NA NA C NA 34.76420 -79.05937 Penn ROW, NC AP-2 Robeson Temp Open Cut- 485 172.4 wroh016s County 03040203 ROW Wetland NA 2417 NA NA NA NA Wetland N/A PSS 4.17 0.55 0.00 NA NA 34.76218 -79.06311 Penn ROW, NC AP-2 Robeson Temp Open Cut- 486 172.9 wrohOl Sf County 03040203 ROW Wetland NA 2047 NA NA NA NA Wetland N/A PFO 3.51 1.41 0.00 NA NA 34.76183 -79.07135 Perm ROW, NC AP-2 Robeson Temp Open Cut- 487 173.4 wmh014f County 03040203 ROW Wetland NA 376 NA NA NA NA Wetland N/A PFO 0.68 0.26 0.00 NA NA 34.76149 -79.07679 Penn ROW, Humphrey Robeson Temp Branch/Rsft Open Cut- 173.9 wroh013f County 03040203 ROW Swamp NA 800 NA NA NA NA Wetland N/A PFO 1.35 0.55 0.00 NA NA 34.76096 -79.08547 Perm ROW, Humphrey Robeson Temp Branch/Raft Open Cut- 174.0 wroh013s Coun 03040203 ROW Swamp NA 551 NA NA NA NA Wetland N/A PSS 0.92 0.13 0.00 NA NA 34.76081 -79.08797 Penn ROW, Robeson Temp 174.0 sroh010 County 03040203 ROW RaftSwamp Perennial 40 NA 126 NA NA Flume 1 NA NA NA NA WSN, Sw NA 34.76093 -79.08675 Perm ROW, Humphrey Robeson Temp Branch/Raft Open Cut- 174.1 wroh0l3f County 03040203 ROW Swamp NA 1357 NA NA NA NA Wetland N/A PFO 2.36 0.93 0.00 NA NA 34.76065 -79.09117 Penn ROW, Humphrey Robeson Temp Branch/Raft Open Cut- 174.4 wmh013s County 03040203 ROW Swamp NA 179 NA NA NA NA Wetland N/A PSS 0.30 0.04 0.00 NA NA 34.76043 -79.09359 Perm ROW, Humphrey NC AP-2 Robeson Temp Branch/Raft Open Cut- 488 174.4 wmhOl3f County 03040203 ROW Swam NA 520 NA NA NA NA Wetland N/A PFO 0.92 0.36 0.00 NA NA 34.76040 -79.09497 Perm ROW, NC AP-2 Robeson Temp Open Cut- 489 175.5 wroh011f County 03040203 ROW Wetland NA 1873 NA NA NA NA Wetland N/A PFO 3.23 1.29 0.00 NA NA 34.75582 -79.11449 Perm ROW, NC AP-2 Robeson Temp Open Cut- 490 176.4 wrohOlOs County 03040203 ROW Welland NA 292 NA NA NA NA Wetland N/A PSS 0.60 0.07 0.00 NA NA 34.75090 -79.12559 Perm ROW, TempPanther ATWS, Branch/ NC AP-2 Robeson Temp Richland Open Cut- 491 176.7 -h008f County 03040203 ROW Swamp NA 2477 NA NA NA NA Wetland N/A PFO 5.52 1.71 0.00 NA NA 34.74367 -79.13060 Perm NC AP-2 Robeson ROW, Open Cut- 492 177.4 wro 002f Coun 03040203 Tem Wetland NA 218 NA NA NA NA Wetland N/A PFO 0.67 0.15 0.00 NA NA 34.73753 -79.13480 C-52 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude ROW Penn ROW, Robeson Temp Open Cut - 177.5 wro 002s County 03040203 ROW Wetland NA 347 NA NA NA NA Wetland N/A PSS 0.81 0.08 0.00 NA NA 34.73684 -79.13446 Penn ROW, Temp ATWS, Robeson Temp Open Cut - 177.5 wmh007s County 03040203 ROW Wetland NA 457 NA NA NA NA Wetland N/A PSS 1.13 0.10 0.00 NA NA 34.73549 -79.13372 Penn ROW, Temp ATWS, Robeson Temp Unnamed 177.6 oro 001 County 03040203 ROW Pond Pond 28 NA NA NA NA Pond N/A NA NA NA NA NA NA 34.73558 -79.13448 Penn ROW, Robeson Temp Open Cut - 177.7 wroh007s County 03040203 ROW Wetland NA 646 NA NA NA NA Wetland N/A PSS 1.14 0.15 0.00 NA NA 34.73341 -79.13495 UNT to NC AP -2 Robeson Richland Not Crossed by 493 177.6 sro 007 Countyam 03040203 Penn AR Sw Intermittent NA NA NA NA 0.00 Centerline N/A NA NA NA NA C NA 34.73624 -79.12985 UNT to NC AP -2 Robeson Richland 493 177.5 sroc002 County 03040203 Perm AR Swam E hemeral NA NA 30 NA 0.00 Penn AR N/A NA NA NA NA C, Sw NA 34.73616 -79.13011 Perm ROW, Robeson Temp Open Cut - 178.5 wor OOIf county 03040203 ROW Wetland NA 568 NA NA NA NA Wetland N/A PFO 0.94 0.39 0.00 NA NA 34.72472 -79.14204 Perm ROW, Robeson Temp Flume or Dam 178.5 sro 001 County 03040203 ROW Burnt Swam Perennial 43 NA NA NA NA and Pump 1 NA NA NA NA C NA 34.72486 -79.14246 NC AP -2 Robeson Temp Not Crossed by 494 178.5 wrops001e County 03040203 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.03 0.00 0.00 NA NA 34.72481 -79.14256 Penn ROW, NC AP -2 Robeson Temp UNT to Bumt Flume or Dam 495 178.6 s. 002 county 03040203 ROW Swam E hemeral 23 NA 347 NA NA and Pump 1 NA NA NA NA C NA 34.72312 -79.14351 Perm ROW, Temp ATWS, Temp NC AP -2 Robeson ROW, UNT to Bunt Flume or Dam 496 179.2 a ­ p003 County 03040203 Tomp TS Swamp Perennial 10 NA NA NA NA and Pump 1 NA NA NA NA C NA 34.72322 -79.15137 NC AP -2 Robeson Penn Open Cut - 497 180.7 wroh005s Coun 03040203 ROW Wetland NA 61 NA NA NA NA Wetland N/A PSS 0.05 0.01 0.00 NA NA 34.7260t791 Penn ROW, NC AP -2 Robeson Temp Moss Neck Dam and Pump 498 181.1 sroh008 County03040203 ROW Swam Perennial 21 NA 117 NA NA or Flume 1 NA NA NA NA C,Sw NA 34.7275 C-53 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility h' Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) Im t pac Construction Restoration Cowardin Impact p Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude Penn ROW, NC AP -2 Robeson Temp UNIT to Moss Dam and Pump 499 181.3 sroh007 County 03040203 ROW Neck Swamp Intermittent 2 NA NA NA NA or Flume 1 NA NA NA NA C NA 34.72715 -79.18733 NC AP -2 Robeson Temp UNT to Little Not Crossed by 500 181.4 -001 Coun 03040203 ROW Be. Swamp Intermittent NA NA 277 NA NA Centerline N/A NA NA NA NA C NA 34.72604 -79.19035 Perm ROW, NC AP -2 Robeson Temp Open Cut - 501 181.5 wroe001e Countv 03040203 ROW Wetland NA 144 NA NA NA NA Wetland N/A PEM 0.17 0.00 0.00 NA NA 34.72565 -79.19031 Penn ROW, NC AP -2 Robeson Temp UNT to Be. Dam and Pump 502 181.6 sroh005 County 03040203 ROW Swamp Perennial 8 NA NA NA NA or Flume 1 NA NA NA NA C NA 34.72433 -79.19149 Perm ROW, NC AP -2 Robeson Temp Open Cut - 503 181.6 wroh004s County 03040203 ROW Wetland NA 272 NA NA NA NA Wetland N/A PSS 0.47 0.06 0.00 NA NA 34.72424 -79.19217 Penn ROW, NC AP -2 Robeson Temp UNT to Be. Dam and Pump 504 181.7 sroh004 County 03040203 ROW Swamp Intermittent 5 NA NA NA NA or Flume 1 NA NA NA NA C NA 34.72398 -79.19262 Perm ROW, NC AP -2 Robeson Temp Open Cut - 505 181.7 -h003s County 03040203 ROW Wetland NA 270 NA NA NA NA Wetland N/A PSS 0.45 0.06 0.00 NA NA 34.72376 -79.19315 Perm ROW, NC AP -2 Robeson Temp UNT to Be. Dam and Pump 506 181.7 sroh003 County 03040203 ROW Swamp Intermittent 3 NA 112 NA NA or Flume 1 NA NA NA NA C NA 34.72346 -79.19267 Penn ROW, NC AP -2 Robeson Temp UNT to Bear Not Crossed by 507 182.2 sroh002 County 03040203 ROW Swam Intermittent NA NA 341 NA NA Centerline N/A NA NA NA NA C NA 34.72250 -79.20180 Perm AR, Penn ROW, NC AP -2 Robeson Temp UNT to Be. Damand Pump 508 182.3 sroh001 Count 03040203 ROW Swam Perennial 5 NA 989 NA 0.00 or Flume 1 NA NA NA NA C NA 34.72118 -79.20253 NC AP -2 Robeson Not Crossed by 509 182.3 w.h022f County 03040203 Perm AR Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 34.71780 -79.20357 Perm ROW, NC AP -2 Robeson Temp Open Cut - 510 182.5 wroh002f County 03040203 ROW Be. Swam NA 566 NA NA NA NA Wetland N/A PFO 0.96 0.39 0.00 NA NA 34.72221 -79.20799 AP -3 NCAP-3 Northampton Not Crossed by 001 0.2 wmh014e County03010204 Tem AR Wetland NA NA NA NA NA NA Centerline N/A PEM 0.04 0.00 0.00 NA -77.50497 Penn ROW, Northampton Temp Open Cut- ub 0.7 0.7 wmc001s Count 03010204 ROW Wetland NA 51 NA NA NA NA Wetland N/A PSS 0.27 0.01 0.00 NA 1NA36,54138 -77.49725 NC AP -3 Northampton Perm Open Cut - 002 0.7 wmc001c Coun 03010204 ROW Wetland NA 103 NA NA NA NA Wetland N/A PEM 0.09 0.00 0.00 NA -77.49686NC AP -3 Northampton Pers UNT to Dam and Pump 003 1.3 -002 Coun 03010204 ROW, Jack's Swam E hemeral 13 NA 191 NA NA orFlume 1 NA NA NA NA C, NSW -77.48731 C-54 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ry Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) pac Im t Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Temp ROW Penn ROW, Northampton Temp Not Crossed by 1.5 wnrc003f County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.02 0.00 0.00 NA NA 36.53802 -77.48365 Perm ROW, NC AP -3 Northampton Temp UNT to Dam and Pump 004 1.5 mc001 County 03010204 ROW Jack's Swamp Ephemeral 3 NA 77 NA NA cr Flume 1 NA NA NA NA C, NSW NA 36.53847 -77.48326 Penn ROW, Northampton Temp Open Cut - 1.6 wnrc002f County 03010204 ROW Wetland NA 40 NA NA NA NA Wetland N/A PFO 0.06 0.03 0.00 NA NA 36.53783 -77.48020 Perm ROW, NC AP -3 Northampton Temp Open Cut - 005 2.2 wmc004f County 03010204 ROW Wetland NA 67 NA NA NA NA Wetland N/A PFO 0.10 0.04 0.00 NA NA 36.53608 -77.47072 Penn ROW, NC AP -3 Northampton Temp Open Cut - 006 2.6 wnrc006f county oun 03010204 ROW Wetland NA 314 NA NA NA NA Wetland N/A PFO 0.56 0.22 0.00 NA NA 36.53504 -77.46355 Perm ROW, NC AP -3 Northampton Temp Open Cut - 007 3.0 -007f County 03010204 ROW Wetland NA 41 NA NA NA NA Wetland N/A PFO 0.11 0.03 0.00 NA NA 36.53400 -77.45747 Perm ROW, Northampton Temp Open Cut - 3.6 w 003f County 03010204 ROW Wetland NA 35 NA NA NA NA Wetland N/A PFO 0.05 0.02 0.00 NA NA 36.53236 -77.44627 Penn ROW, UNT to NC AP -3 Northampton Temp Cypress Dam and Pump 008 3.6 s 002 County 03010204 ROW Creek Intermittent 3 NA 107 NA NA or Flume 1 NA NA NA NA C, NSW NA 36.53234 -77.44634 Perm ROW, Northampton Temp Open Cut - 4.1 wnrp004f County03010204 ROW Wetland NA 40 NA NA NA NA Wetland N/A PFO 0.07 0.03 0.00 NA NA 36.53241 -77.43660 Penn ROW, UNT to NC AP -3 Northampton Temp Cypress Dam and Pump 009 4.2 s 003 County 03010204 ROW Creek Intermittent 10 NA 91 NA NA or Flume 1 NA NA NA NA C, NSW NA 36.53247 -77.43636 Perm ROW, Northampton Temp Open Cut - 4.9 wmc008e County 03010204 ROW Wetland NA 115 NA NA NA NA Wetland N/A PEM 0.17 0.00 0.00 NA NA 36.52808 -77.42383 Penn ROW, NC AP-3Northampton Temp Not Crossed by 010 4.9 _008f County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.05 0.00 0.00 NA NA 36.52805 -77.42402 Perm ROW, NC AP -3 Northampton Temp Open Cut - Oil 5.1 wmc009e County 03010204 ROW Wetland NA 135 NA NA NA NA Wetland N/A PEM 0.24 0.00 0.00 NA NA 36.52797 -77.42206 Penn ROW, NC AP -3 Northampton Temp Cypress Open Cub 012 5.3 wn 020f Count 03010204 ROW Creek NA 1186 NA NA NA NA Wetland N/A PFO 2.04 0.82 0.00 NA NA 36.52664 -77.41605 C-55 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing Facility Waterbody Waterbody Crossing Crossing WorksPa Road (feet) Impat Construction Restoration Cowardin Impact Conversion Loss State Reg' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude Penn ROW, Northampton Temp Open Cut - 5.9 wnrp022f County 03010204 ROW Wetland NA 251 NA NA NA NA Wetland N/A PFO 0.45 0.18 0.00 NA NA 36.52489 -77.40656 Perm ROW, UNT to Northampton Temp Cypress 5.9 anrp,017 County 03010204 ROW Creek Perennial 8 NA 116 NA NA Dam and Purap, 1 NA NA NA NA C,NSW NA 36.52502 -77.40644 Perm ROW, UNT to NC AP -3 Northampton Temp Cypress 013 5.9 sn 016 County 03010204 ROW Creek Perennial 31 NA 115 NA NA Dam and Pump 1 NA NA NA NA C, NSW NA 36.52486 -77.40635 Perm ROW, Northampton Temp Open Cut - 6.3 wnrp0I if County 03010204 ROW Wetland NA 192 NA NA NA NA Wetland N/A PFO 0.22 0.08 0.00 NA NA 36.52484 -77.39973 NC AP -3 Northampton Penn Not Crossed by 014 6.3 wnrp011e County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.09 0.00 0.00 NA NA 36.52498 -77.39991 UNT to NC AP -3 Northampton Cypress 015 6.5 smp0I5 County 03010204 Perm AR Creek Intermittent NA NA 16 NA 0.00 Perm AR N/A NA NA NA NA C, NSW NA 36.52363 -77.39615 NC AP -3 Northampton Penn Open Cut - 016 7.0 wnrp0090 County 03010204 ROW Wetland NA 57 NA NA NA NA Wetland N/A PEM 0.13 0.00 0.00 NA NA 1 36.52842 -77.38751 Perm ROW, Northampton Temp Open Cut - 7.0 wnrpOG9f Coun ty 03010204 ROW Wetland NA 136 NA NA NA NA Wetland N/A PFO 0.20 0.07 0.00 NA NA 36.52831 -77.38742 Perm ROW, UNT to Northampton Temp, Cypress Dam and Pump 7.0 anrp005 County 03010204 ROW Creek Perennial 7 NA 146 NA NA or Flume 1 NA NA NA NA C, NSW NA 36.52837 -77.38737 Penn ROW, Northampton Temp Open Cut - 7.1 008f County 03010204 ROW Wetland NA 32 NA NA NA NA Wetland N/A PFO 0.04 0.02 0.00 NA NA 36.52846 -77.38586 NC AP -3 Northampton Perm Not Crossed by 017 1 7.1 wmp008e County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PEM 0.01 0.00 0.00 NA NA 36.52877 -77.38598 NC AP-3Northampton Penn AR - 017 7.2 wnr007f County 03010204 Perm AR Wetland NA NA 9 NA NA NA Wetland Loss N/A PFO 0.00 0.00 0.01 NA NA 36.52670 -77.38303 Northampton Perm Cypress Open Cut - 7.3 wnrp006c County 03010204 ROW Creek NA 745 NA NA NA NA Wetland N/A PEM 0.50 0.00 0.00 NA NA 36.53014 -77.38117 Perm ROW, NC AP-3Northampton Temp Cypres Open Cut - 018 7.5 006f County 03010204 ROW Creeks NA 105 NA NA NA NA Wetland N/A PFO 0.96 0.27 0.00 NA NA 36.53003 -77.38122 NC AP -3 Northampton Penn Open Cut - 019 7.5 wmp007e Countv 03010204 ROW Wetland NA 9 NA NA NA NA Wetland N/A PEM 0.02 0.00 0.00 NA NA 36.53049 -77.37960 Penn ROW, Northampton Temp Open Cut - war unty etland NA 258 NA NA NA NA Wetland N/A PFO 0.54 0.17 0.00 NA NA 36.53073 -77.37824 NC AP -3 Northampton Perm Open Cut - 020 7.6 wmbl07e County03010204 ROW Wetland NA 125 NA NA NA NA Wetland N/A PEM 0.18 0.00 0.00 NA NA 36.53102 -77.37802 Perm UNT to NC AP -3 Northampton ROW, Cypress Dam and Pump 021 7.8 smbl01 County 03010204 Terap, Creek Ephemeral 2 NA 77 NA NA or Flume 1 NA NA NA NA C, NSW NA 36.53182 -77.37467 C-56 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ty Waterbody Y Waterbody Y Crossing 8 Crossing 8 Works Pam Road (feet) pac Im t Construction Restoration Cowardin Impact P Conversion Loss State Re 8' Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Class Restrictions Latitude Longitude ROW Northampton Penn Open Cut - 8.1 1 wnrb108e County 03010204 ROW Wetland NA 1 357 NA NA NA I NA Wetland I N/A PEM 1 0.24 0.00 1 0.00 NA NA 36.53351 1 -77.36864 Penn ROW, NC AP -3 Northampton Temp Not Crossed by 022 8.2 wmbl08f County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.47 0.09 0.00 NA NA 36.53329 -77.36846 Perm ROW, Northampton Temp Open Cut - 8.6 -011c county 03010204 ROW Wetland NA 253 NA NA NA NA Wetland N/A PEM 0.18 0.00 0.00 NA NA 36.53563 -77.36128 Penn ROW, NC AP -3 Northampton Temp Not Crossed by 023 8.6 -011f County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.19 0.04 0.00 NA NA 36.53579 -77.36146 Perm ROW, Northampton Temp Open Cut - 8.7 -012c Cour 03010204 ROW Wetland NA 1424 NA NA NA NA Wetland N/A PEM 1.70 0.00 0.00 NA NA 36.53702 -77.35581 Penn ROW, NC AP -3 Northampton Temp Open Cut - 024 9.0 wnrc012f Count 03010204 ROW Wetland NA 4 NA NA NA NA Wetland N/A PFO 0.79 0.11 0.00 NA NA 36.53702 -77.35599 NC AP -3 Northampton Temp Not Crossed by 025 9.2 wn 018f County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 36.53805 -77.35037 Perm ROW, Northampton Temp Not Crossed by 9.4 wnrpOl7f County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.05 1 0.00 0.00 1 NA NA 1 36.53874 -77.34774 Northampton Penn Open Cut - 9.4 wnrpOl7e County 03010204 ROW Wetland NA 5 NA NA NA NA Wetland N/A PEM 0.01 0.00 0.00 NA NA 36.53915 -77.34778 Northampton Penn Open Cut - 9.4 016e Cam 03010204 ROW Wetland NA 633 NA NA NA NA Wetland N/A PEM 0.65 0.00 0.00 NA NA 36.53958 -77.34688 Perm ROW, NC AP-3Northampton Temp Not Crossed by 026 9.4 wn 016f County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.40 0.00 0.00 NA NA 36.53941 -77.34651 Perm ROW, NC AP -3 Northampton Temp Open Cut - 027 9.7 wm1,106s County 03010204 ROW Wetland NA 167 NA NA NA NA Wetland N/A PSS 0.30 0.04 0.00 NA NA 36.53800 -77.34392 Perm ROW, Temp ATWS, NC AP-3Northampton Temp Open Cut - 028 9.9 wmo003f County 03010204 ROW Wetland NA 303 NA NA NA NA Wetland N/A PFO 0.62 0.21 0.00 NA NA 36.53567 -77.34059 Perm ROW, Temp ATWS, NC AP -3 Northampton Temp Open Cut - 029 9.9 wmo002f Com 03010204 ROW Wetland NA 149 NA NA NA NA Wetland N/A PFO 0.37 0.10 0.00 NA NA 36.53496 -77.33990 Perm NC AP -3 Northampton ROW, Open Cut - 030 10.0 wm6102f Com 03010204 Tem Wetland NA 1405 NA NA NA NA Wetland N/A PFO 2.42 0.98 0.00 NA NA 36.53448 -77.33632 C-57 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers - Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbody Waterbody Temporary Wetland Wetland Time of CrossingFacility ty Waterbody y Waterbody y Crossing 8 Crossing 8 Works pace Road (feet) Impact pac Construction Restoration Cowardin Impact p Conversion Loss State Re g. Year ID a MP Feature IDs County I-IUC 8 Crossed a Name Regime Feet feet feet a (acre) Method r Type Class n acres i acres i (acres), Close Restrictions Latitude Longitude ROW UNT to Northampton Temp Cypress Not Crossed by 10.0 m-004 County 03010204 ROW Creek Perennial NA NA 128 NA NA Centerline N/A NA NA NA NA C NA 36.53398 -77.33938 Perm ROW, Northampton Temp Cypress 10.0 smo003 County 03010204 ROW Creek Perennial 33 NA 92 NA NA Flume 1 NA NA NA NA C NA 36.53397 -77.33878 UNT to Northampton Penn Cypress Dam and Pump 10.2 smo002 County 03010204 ROW Creek Perennial 4 NA 52 NA NA or Flume 1 NA NA NA NA C NA 36.53438 -77.33486 Penn ROW, NCAP-3 Northampton Temp Cypress Dam and Pump 030 10.3 snro001 County 03010204 ROW Creek Perennial 3 NA 77 NA NA or Flume 1 NA NA NA NA C NA 36.53493 -77.33326 NC AP -3 Northampton Perm Not Crossed by 031 10.5 wnrb101f County 03010204 ROW Wetland NA NA NA NA NA NA Centerline N/A PFO 0.00 0.00 0.00 NA NA 36.53664 -77.33103 Perm ROW, NC AP -3 Northampton Temp Open Cut - 032 10.7 wnrb100f County 03010204 ROW Wetland NA 329 NA NA NA NA Wetland N/A PFO 0.55 0.23 0.00 NA NA 36.53744 -77.32786 UNIT to NC AP -3 Northampton Moberin 033 10.8 m rr004 County 03010204 Penn AR River Ephemeral NA NA 0 NA 0.00 Penn AR N/A NA NA NA NA C NA 36.53424 -77.32370 UNT to NC AP -3 Northampton Meherin 034 11.2 snrr001 County 03010204 Perm AR River Intermittent NA 9 32 NA 0.00 Penn AR N/A NA NA NA NA C NA 36.53818 -77.31916 Penn ROW, UNT to NC AP -3 Northampton Temp Mehenin Dam and Pump 035 11.6 snrp012 County 03010204 ROW River Intermittent 4 NA 76 NA NA or Flume 1 NA NA NA NA C NA 36.54196 -77.31219 Perm ROW, Northampton Temp Open Cut - 11.9 - 015f County 03010204 ROW Wetland NA 1044 NA NA NA NA Wetland N/A PFO 1.88 0.72 0.00 NA NA 36.54379 -77.30551 Penn ROW, NC AP -3 Northampton Temp Open Cut - 036 12.1 002f Coon 03010204 ROW Wetland NA 80 NA NA NA NA Wetland N/A PFO 0.12 0.05 0.00 NA NA 36.54447 -77.30312 Single and Complete Project ID identifies each separate and distant crossing as a Single and Complete Project, or groups crossings water features according USACE guidance. A Single and Complete Project may include more than one wetland and/or waterbody together and subtotals are provided for where multiple water feature crossings constitute a Single and Complete Project. Feature ID is unique to each waterbody or wetland delineated. Features starting with a "w" are wetlands, features starting with "s" are waterbodies, features starting with `b" are open water ponds, and features starting with "DK" are wetlands or waterbodies that have been added based on desktop review when survey access is not available. Project Facility Crossed column includes the following categories and each is defined below: Penn AR - Permanent Access Road Temp AR = Temporary Access RoadCPY Penn ROW = Permanent Right -of -Way Temp ROW = Temporary ROW Temp CPY = Temporary Contractor Yard (impacts on waters at contractor yards will be avoided) Temporary Affected Bank Length Workspace column represents temporary impacts associated with mainline pipeline construction and is determined based on the waterbody bank length within the construction workspace. Temporary Affected Bank Length Access Road column represents the waterbody bank length that may be temporarily impacted due to access road use or temporary improvement. Construction Method column includes trenchline construction methods for waterbodies that have a pipeline centerline crossing length. For waterbodies that are not crossed by the pipeline centerline or other unique facility components this column reads "Not Crossed by Centerline". For wetlands that intersect Porn ROW, wetlands will be open cut, as indicated in the table. For waterbodies and wetlands that intersect unique facility components (e.g., compressor stations, contractor yards) the column refers to the unique facility crossed and identifies the nature of the planned impacts. Planned access road improvements are also identified in this colurmr (e.g, Replace Culvert, Perm AR- Wetland Loss, etc.) Waterbody Restoration Method refers to the typical design for restoring waterbodies that are trenched through during construction. N/A is used in this column for wetlands and for waterbodies that are either not crossed by the pipeline centerline (i.e, no anticipated trenching) or where waterbodies are avoided using trenchless methods (e.., IID. meMod). C-58 C-59 APPENDIX C -I REVISED 11/3/2017 Wetland and Waterbody Crossings for the Atlantic Coast Pipeline within the U.S. Army Corps of Engineers — Wilmington District Pennanen[ Waterbody Temporary Affected Access Affected Bank Single Pipeline Road Bank Length Permanent Wetland Complete Project Centerline Centerline Length Access Waterbcody Waterbody Temporary Wetland Wetland Time of Crossing FacilityWaterbodY Waterbody Crossing Crossing WorksPa Road (feet) Impat Construction Restoration Cowardin Impact Conversion Loss State Reg' Year ID a MP Feature IDs County HUC 8 Crossed a Name Regime Feet feet feet a acee Method r Type Class n acres i(acres) i (acres). Class Restrictions Latitude Longitude Cowardin Classification for wetlands, PEM = palustrine emergent, PSS = palustrine scrub -shrub, and PFO = palustrine forested. Wetland Impact columns include acreage of temporary impacts with project workspace that will be restored and allowed to revegetate to pre -construction conditions after construction is complete, conversion impacts will result from operational maintenance of the pipeline right-of-way changing PSS and PPO wetland types to PEM and PEM/PSS respectively, and loss impacts will result from filling wetlands for permanent access road construction or improvements. Section 10, Navigable Water crossing. Conversion impacts to wetlands as well as other temporary impacts will not occur between HDD entry and exit points. C-59 Attachment B Revised Type 2 Streambank Restoration Typical Drawing 90'/1 WORK CO NOTES: 1. RIP -RAP WILL NOT EXCEED AN AVERAGE OF ONE CUBIC YARD PER RUNNING FOOT BELOW THE OHWM. 2. RIP -RAP INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE PERMITS. 3. RIP -RAP MUST BE CLEAN AND FREE OF SOIL AND DEBRIS. 4. RIP -RAP SHALL NOT BE PLACED IN A MANNER THAT IMPAIRS SURFACE WATER FLOW. 5. GEOTEXTILE FABRIC MAY BE INSTALLED BELOW RIP -RAP. 6. NO RIP -RAP PLACED BELOW PLANE OF OHWM * (OHWM) ORDINARY HIGH WATERMARK LL L� 0 O 0 I w wF- w w� = w w 0 . _ V......., . _ X...... .., PLAN 1' AVERAGE DEPTH RIP -RAP *OHWM PROFILE PIPELINE TYPE 2 -STREAM BANK RESTORATION, NC NOT TO SCALE 'OSED PIPELINE )ISTURBANCE Attachment C Cumulative Impacts Assessment for Johnston, Cumberland, and Robeson Counties North Carolina Department of Environmental Quality — Response to Information Request Dated October 26, 2017 Item 7 CUMULATIVE IMPACTS ASSESSMENT FOR JOHNSTON, CUMBERLAND AND ROBESON COUNTIES, NORTH CAROLINA INDIRECT AND CUMULATIVE EFFECTS SCREENING Atlantic Coast Pipeline November 2017 Summary Report Indirect and Cumulative Effects Screening Matrix The purpose of this analysis is to identify and describe secondary'(hereafter referred to as indirect) and cumulative2 impacts that could potentially result from construction and operation of those portions of the Atlantic Coast Pipeline (ACP or Project) within the Study Area, which has been defined by the North Carolina Department of Environmental Quality (NCDEQ) as Johnston, Cumberland, and Robeson counties, North Carolina (see Figure 1). The categories listed on the Indirect and Cumulative Effects Screening Matrix below have been shown to influence land development decisions in numerous areas statewide and nationally. Each characteristic is assessed individually and the results of the table are analyzed to determine the indirect effects potential of the proposed project. This cumulative impacts analysis is focused on water quality, wetlands, and water resources. A cumulative impact assessment of other resources affected by the ACP was included in the previous submittal to the NCDEQ on September 29, 2017, and the final environmental impact statement for the Project prepared by the Federal Energy Regulatory Commission (FERC). Pursuant to guidance provided in the October 26, 2017, Information Request Letter from NCDEQ, projects included in the cumulative impacts assessment for the Project were limited to those within Johnston, Cumberland, and Robeson counties that would be constructed in a similar timeframe to the Project. Attachment 1 summarizes the projects with potential cumulative impacts identified in each county. In accordance with the National Environmental Policy Act (NEPA) and North Carolina State Environmental Policy Act (SEPA), the indirect and cumulative impacts of the Project and other projects or actions in the same areas are considered. This analysis uses an approach consistent with the guidelines set forth by the NCDEQ. Under these guidelines, the inclusion of actions within the analysis is based on identifying commonalities of impacts from other actions to potential impacts that would result from the Project. "Secondary impact" means actions, or actions directly linked to an activity, that may affect classified surface waters or wetlands that would not occur bu for the proposed activity. "Cumulative impact" means environmental impacts resulting from incremental effects of an activity when added to other past, present, and reasonable forseeable future activities regardless of what entities undertake such other actions. Screening Tool Results Based on the information gathered from local land use and development plans and information from mapping and data reviews, a screening tool was developed. SCREENING RESULTS The results of the indirect effect screening tool are summarized in Table 1 and discussed in more detail below. Table 1 Indirect and Cumulative Effects Screening Matrix Rating Scope of Project Population Growth Available Land Water/Sewer Natural Gas Market for Notable Water Availability Availability Development Resources More Major new > 3% annual 5000+ acres of All services All services Development Targeted or Concern location population growth land existing/ available existing/ available activity abundant threatened resources T x x T H x x x 1 x 1 x Less Very limited No population Limited land No service No service Development Featured Concern scope growth or decline available available now or in available now or in aclacking tiitl incorporated in future future local protection SCOPE OF THE PROJECT Atlantic Coast Pipeline, LLC (Atlantic) is proposing to construct approximately 600 miles of mainline natural gas transmission underground pipeline, 81 miles of lateral underground pipeline, three compressor stations, nine metering and regulating (M&R) stations, and various appurtenant facilities in West Virginia, Virginia; and North Carolina. Approximately 100 miles of pipeline and 3 M&R stations would be constructed in Johnston, Cumberland, and Robeson Counties, North Carolina. The proposed route and facility locations within the 3 North Carolina counties under review are depicted in Figure 1, below. County -specific descriptions of proposed facilities are provided as follows: Johnston County The ACP enters Johnston County from the northeast and extends approximately 38 miles southwest to the border of Cumberland County. The proposed pipeline route passes near the towns of Kenly, Micro, Selma, Smithfield, Four Oaks, and Benson. Throughout Johnston County, 12 permanent and 4 temporary access roads would be utilized along the pipeline. Johnston County has one M&R station, the Smithfield M&R station, which is approximately 5.5 acre in size and located in central Johnston County. The M&R station is in a rural setting approximately 2.5 miles west from the town of Smithfield. 2 ti � I k. Tq i++�•^F � 5 , i Johnstoh .t f. 4. . COIIACv 1p �rLLI'�Q/+rl 'r 10 r� Igo 110 •'.Ft. �� ...I�•r, liG , . I LR'FO_CTaprtW eaq Cumberland County .l IN ' PYr9fMi MLR �9 County wirnL I t Alb" rr'IC.PIYNr Atlantic Coast Pipeline Faqure 1 - Gumulaovelrnpacls StU.dpAro, , K The ACP would require approximately 616.4 acres of construction workspace in Johnston County, of which 254.8 acres would be maintained during operations for the permanent pipeline right-of-way, permanent access roads, and the Smithfield M&R station. Table 2 includes a summary of the construction and operations impacts. Table 2 Construction and Operational Impacts (in acres) in Johnston, Cumberland, and Robeson County, North Carolina Construction (Temporary and Permanent) Operation (Permanent) Johnston County 616.4 254.8 Cumberland County 589.1 270.7 Robeson County 313.5 144.3 Total 1,519.0 669.8 Cumberland County The ACP enters Cumberland County from the northwest and extends approximately 39.7 miles south, then east, to the border of Robeson County. The proposed pipeline route passes near the towns of Godwin, Wade, Fayetteville, and Stedman. Throughout the county, 16 permanent access roads would be utilized along the pipeline. In Cumberland County, the Project includes one M&R station, the Fayetteville M&R station, which is an approximately 7.3 acre site located in northern Cumberland County. The M&R station is approximately ten miles north of the city of Fayetteville and 1.5 miles west from the town of Wade. The area immediately surrounding the site is rural and contains agricultural fields. The ACP would require approximately 589.1 acres of construction workspace in Cumberland County, of which 270.7 acres would be maintained during operations for the permanent pipeline right-of-way, permanent access roads, and the Fayetteville M&R station (see Table 2). Robeson County The Project enters Robeson County from the northeast and extends 22.4 miles southwest to the southern terminus of the ACP. The proposed pipeline route passes by the towns of St. Pauls and Rennert, and ends approximately 3.3 miles northwest of the town of Pembroke. The Pembroke M&R station is an approximately 2.5 acre site. The area immediately surrounding the site is rural and contains agricultural fields. Throughout Robeson County, 12 permanent and four temporary access roads would be utilized along the pipeline. The ACP would require approximately 313.5 acres of construction workspace in Robeson County, of which 144.3 acres would be maintained during operation for permanent pipeline right-of-way, permanent access roads, and the Pembroke M&R station (see Table 2). Due to the scope of the Project in the three counties, this category was rated as High. POPULATION GROWTH According to the U.S. Census Bureau, Johnston, and Cumberland Counties have experienced an estimated population increase of 13.3 and 2.3 percent, respectively, from 2010 until early 2016. The population in Robeson County decreased an estimated 0.7 percent from 2010 until 2016. In comparison, the state of North Carolina had an estimated growth of 6.4 percent during this same period. In 2016, the total estimated population of the three counties was estimated to be 651,812; approximately 6.4 percent of the total population of North Carolina (U.S. Census Bureau, 2016). Based on the level of population growth across Johnston, Cumberland, and Robeson Counties, this category was rated as Moderate. AVAILABLE LAND Table 3 summarizes the undeveloped land in Johnston, Cumberland, and Robeson Counties based on the U.S. Geological Survey (USGS) gap data (USGS, 2011). Attachment 2 provides figures illustrating the extent of developed and undeveloped land in each county. Based on the available land in Johnston, Cumberland, and Robeson Counties, this category is rated as High. Table 3 Developed and Undeveloped Land By County Total Land (Acres) Developed Land (Acres) Undeveloped Land (Acres) Johnston 372,241 30,754 341,487 Cumberland 369,271 69,063 300,208 Robeson 608,654 36422 572,232 WATER/SEWER AVAILABILITY Municipal water service is available for the majority of Johnston County; sewer services are mainly only available for the western portion of the county (Johnston County, 2017). Municipal water and sewer services are available for portions of Cumberland County, mainly in the areas in and around the City of Fayetteville (Cumberland County, 2017). In Robeson County, larger municipalities such as Lumberton, Pembroke, Fairmont, Red Springs, and St. Pauls, all have municipal water and sewer systems. However these services are lacking in unincorporated towns (Robeson County, 2014). Based on the availability of municipal water and sewer in Johnston, Cumberland, and Robeson Counties, this category was rated as Low. NATURAL GAS AVAILABILITY Natural gas service is available in larger municipalities of Johnston County such Benson, Clayton, Smithfield, and Selma; expansion of these services is ongoing (Johnston County, 2017). Natural gas utilities are available in large municipalities of Cumberland County such as Fayetteville; there is limited information available on the extent of distribution in other areas of the county (Cumberland, 2010). Natural gas availability is limited in Robeson County. In 2010, it was estimated that approximately 60 to 70 percent of homes are farther than 0.25 mile away from a gas distribution line (Robeson County, 2014). Based on the availability of natural gas in Johnston, Cumberland, and Robeson Counties, this category was rated as Moderate. MARKET FOR DEVELOPMENT Johnston County: Johnston County adopted the Johnston County, North Carolina 2030 Comprehensive Plan in 2009 (Johnston County, 2009). In northern Johnston County, a steady, long-term increase in economic activity due to the County's proximity to the Research Triangle Park in 5 Durham and Wake Counties has transformed what had long been an agrarian area to a more diverse mix of urban, agricultural, and forested landscapes. Conversely, the southern portion of the county has seen little or no growth due to real estate markets, less available public transportation, and lack of infrastructure, such as water and sewer services, and poor soils. According to the county's 2009 comprehensive plan, Johnston County has experienced significantly high growth rates overall since 1990, a trend that has continued since 2009. Urban development is most intense in the western part of the County; however, residential developments are becoming increasingly dense in the central portion of the County between the towns of Selma and Pine Level. According to the County Comprehensive Plan, additional development between these two communities, which share planning jurisdictions, "is both likely and desirable." The County Comprehensive Plan anticipates future municipal annexations (Johnston County, 2009). Immediately south of the Selma -Pine Level area of growth, the Town of Smithfield has planning jurisdiction. No planned developments have been identified in this area, although some commercial development around freeway interchanges may occur if a long -planned bridge replacement project at Market Street moves forward (Embler, 2015). Other parts of Johnston County include rural residential areas, with a number of residential clusters and subdivisions, where development is occurring at a slower pace (Johnston County, 2009). With transportation improvements, approved development, and availability of suitable land, The Johnson County 2030 Comprehensive Plan estimated 42,500 new dwelling units and accompanying non-residential growth would occur across the County and suggested that future growth demands should benefit from municipal planning initiatives and decisions and investments already in place (Johnston County, 2009). Cumberland County: Cumberland County has adopted a 2030 Growth Vision Plan and a Land Use Policies Plan (Cumberland County, 2008). The Cumberland County Joint Planning Board divided the County into several land use planning study areas. The Northeastern Study Area Northeast Cumberland Citizen's Planning Committee - Recommended Land Use Plan shows that the Northeast part of the County includes Open Space, Farmland, One -Acre Residential, Suburban Residential, Commercial, and Industrial land with the latter four recommended uses located in and around the community of Godwin (Cumberland County, 2011). Rural residential and suburban tract development is relatively dense in some portions of this section of Cumberland County. The Draft Wade Study Area Detailed Land Use Plan addresses the city of Wade and surrounding area, including the land -use designation "Farmland", and areas within the Wade City limits which are planned for low density residential use, but are currently undeveloped. The South Central Study Area Proposed South Central Land Use Plan covers the section of the County south of the Cape Fear River to the Robeson County line. With the exception of a one -mile strip of land south of the Cape Fear River to Rainey Road, the land use is designated as "Farmland." Despite this designation, there are numerous housing tracts with parcels of less than IN one acre. The land between the Cape Fear River and Rainey Road is designated for "One Acre Mixed Housing Types." The Cumberland County zoning ordinance does not specifically address natural gas transmission pipelines; however, the ordinance contains a "Use Matrix" indicating that public/community utility stations/substations are allowable in all zoning districts (Cumberland County, 2010). Robeson County: Robeson County is largely undeveloped and rural with the majority of existing lands classified as agricultural lands, rural residential, or vacant. There is no unincorporated land in the County that is zoned. As an estimated minimum, 4,500 new dwellings will be required by 2030 correlating with population growth (Robeson County, 2014). The Robeson Comprehensive Plan with a Health & Wellness Component was developed to outline goals for enhancing the quality of life for residents. The County specific plan also supports long-term economic growth. The goals outlined include protecting the natural areas while providing land -use patterns to support economic development. Based on the land use and growth plans developed for Johnston, Cumberland, and Robeson Counties, this category was rated as Moderate. NOTABLE WATER RESOURCES Johnston, Cumberland, and Robeson Counties include portions of 6 major watersheds in the State of North Carolina: • Upper Cape Fear and Lumber Watersheds (Robeson and Cumberland Counties); • Little Pee Dee Watershed (Robeson County); • Upper Neuse Watershed (Johnston County); • Contentnea Watershed (Johnston County); • Black Watershed (Johnston and Cumberland Counties); and • Lower Cape Fear Watershed (Cumberland County). The major rivers flowing through the counties include the middle or lower reaches of the Neuse, Cape Fear, and Lumber rivers and their tributaries. Table 4 summarizes the wetlands and waterbodies in Johnston, Cumberland, and Robeson Counties based on National Wetlands Inventory data and the National Hydrography Dataset (USGS, 2017; U.S. Fish and Wildlife Service [USFWS], 2017). Based on the amount of wetlands and waterbodies in Johnston, Cumberland, and Robeson Counties, this category is rated as Moderately -Low. 7 IMPACTS AND IMPACT CAUSING ACTIVITIES Waterbodies and Wetlands Waterbodies are defined by the FERC as "any natural or artificial stream, river, or drainage with perceptible flow at the time of crossing, and other permanent waterbodies such as lakes and ponds." The term "waterbodies," as used here, is best understood as those water features — excluding wetlands — that are potentially subject to jurisdiction under the Clean Water Act. The U.S. Army Corps of Engineers and Environmental Protection Agency jointly define wetlands as "those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions." Atlantic corresponded with the USFWS to determine which streams are sensitive based on the presence, or anticipated presence of species protected under the Endangered Species Act (16 U.S.C. §1531 et seq.). The FERC (lead federal agency) and the USFWS determined that no North Carolina aquatic species would "likely be adversely affected" based on communication between the two agencies. A summary of waterbodies and wetlands delineated along the ACP in Johnston, Cumberland, and Robeson Counties is provided in Table 5. Figures illustrating the wetlands and waterbodies crossed are included as Attachment 3. Table 4 Waterbody Waterbodies and Wetlands By County Coast Pipeline By County Johnston County Cumberland County Robeson County Waterbody Classifications Waterbody Classifications Miles of Waterbodies Number of Waterbodies Canal/Ditch 13 192 414 Intermittent 1,286 499 965 Perennial 748 812 1,031 Waterbody Total 2,047 1,503 2,410 Wetland Classifications Wetland Classifications Acres of Wetlands Number of Wetlands Open Water 7,538 7,241 3,306 Emergent 497 949 5,091 Scrub -Shrub 3,607 11,148 15,943 Forested 62,817 58,987 147,366 Wetland Total 74,459 78,325 171,706 IMPACTS AND IMPACT CAUSING ACTIVITIES Waterbodies and Wetlands Waterbodies are defined by the FERC as "any natural or artificial stream, river, or drainage with perceptible flow at the time of crossing, and other permanent waterbodies such as lakes and ponds." The term "waterbodies," as used here, is best understood as those water features — excluding wetlands — that are potentially subject to jurisdiction under the Clean Water Act. The U.S. Army Corps of Engineers and Environmental Protection Agency jointly define wetlands as "those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions." Atlantic corresponded with the USFWS to determine which streams are sensitive based on the presence, or anticipated presence of species protected under the Endangered Species Act (16 U.S.C. §1531 et seq.). The FERC (lead federal agency) and the USFWS determined that no North Carolina aquatic species would "likely be adversely affected" based on communication between the two agencies. A summary of waterbodies and wetlands delineated along the ACP in Johnston, Cumberland, and Robeson Counties is provided in Table 5. Figures illustrating the wetlands and waterbodies crossed are included as Attachment 3. N. Table 5 Waterbody and Wetlands Affected by the Atlantic Coast Pipeline By County Johnston County Cumberland County Robeson County Waterbody Classifications Number of Waterbodies Ephemeral 4 15 5 Intermittent 21 34 17 Perennial 20 34 8 Waterbody Total 45 83 30 Wetland Classifications Number of Wetlands Palustrine emergent 9 28 7 Palustrine forested 95 63 31 Palustrine scrub -shrub 9 13 13 Wetland Total 113 104 51 N. Cumulative effects on surface water resources affected by the construction and operation of the Project in Johnston, Cumberland, and Robeson Counties, North Carolina would be limited to waterbodies that are affected by other projects located within the same watershed (see Attachment 1). Atlantic would minimize impacts on waterbodies and wetlands by implementing its sediment and erosion control plan (S&ECP) and adhering to all applicable state and federal permit conditions. Atlantic has developed the S&ECP using the FERC Plan and Procedures, and the North Carolina Erosion and Sediment Control Planning and Design Manual. To further minimize impacts, USFWS identified sensitive waterbodies within the Project area. Atlantic would implement enhanced erosion and sediment control measures at these 17 waterbody and wetland crossings. Indirect Effects Conclusion Indirect Summary Statement The North Carolina Administrative Code defines indirect impacts as impacts that "are later in time or further removed in distance." (Council on Environmental Quality 1986, 40 CFR 1508.8). The majority of land development outside of the proposed Project is expected to occur within or near urban areas within Johnston, Cumberland, and Robeson Counties. The Project has been routed to avoid urban areas and areas with planned developments identified during the routing process. According to the counties' comprehensive plans, future development activities are anticipated for the areas around Selma, Pine Level, Fayetteville, and Lumberton. Customers of the ACP in North Carolina have indicated that the majority of the gas would be used for power generation, with the remainder for commercial, industrial and residential customers. Natural gas transported by the ACP would provide an alternate source of fuel, increased reliability, and support projected growth, and would be but one of several factors potentially contributing to growth in the 3 counties. The Project would have direct land use impacts on the areas crossed, but would have little to no indirect impacts on land use, and wetlands/waterbodies outside of the immediate vicinity of the pipeline right-of-way, aboveground facilities, and access roads. Atlantic has no commitment to potential customers or reasonably foreseeable plans to extend ACP beyond the current terminus. Because there is no planned expansion that can be scoped or analyzed, the potential for extension of the pipeline is not addressed in this report. Water Quality Statement The ACP would cross one 303(d) impaired water, Moccasin Creek in Johnston County, which is impaired for benthos. To minimize impacts on Moccasin Creek, Atlantic has developed a S&ECP plan that incorporates requirements from the FERC Plan and Procedures, and the North Carolina General Permit to Discharge Stormwater under the National Pollutant Discharge Elimination System for Construction Activities, general permit NCGO 10000. The S&ECP plan review is being coordinated with NCDEQ staff out of the Raleigh and Fayetteville Regions. Atlantic would follow the requirements of general permit NCGO10000 and the approved S&ECP plan to minimize potential impacts on Moccasin Creek. I It is unlikely that significant or permanent indirect effects to waterbodies would result from construction activities within the stream channels and adjacent banks of the waterbodies. Short term increases in sedimentation and turbidity could result from in -stream construction activities, trench dewatering, and storm water runoff from construction areas. These impacts are expected to primarily be limited to in -stream construction. Impacts are expected to be short- term, given that waterbody crossings would occur as quickly as possible and stabilization of the construction area would occur immediately after the crossing of each waterbody, so that conditions would be stabilized shortly after stream restoration activities are complete. Direct impacts to the majority of affected wetlands are anticipated to be short-term. Temporary impacts on wetlands would occur within the construction limits of disturbance, with long-term conversion of forested and scrub -shrub to emergent wetlands due to maintenance of the pipeline right-of-way according to the FERC Procedures and U.S. Department of Transportation requirements. The majority of the impacts would be temporary as revegetation would occur through reseeding with and reestablishment of native vegetation after construction. As a result, Atlantic does not anticipate significant direct and indirect impacts to water quality. Cumulative Effects Statement As with most linear projects, water resources such as wetlands and streams cannot be completely avoided because of the extensive and reticulated nature of the waterbodies. Atlantic has worked with the FERC, U.S. Army Corps of Engineers, USFWS, and North Carolina Wildlife Resources Commission field staff to provide minor adjustments of the pipeline route or adopt alternative construction measures to avoid waters of the U.S. with special ecological value where feasible. In addition, Atlantic has incorporated dry crossing methods at each waterbody crossing in North Carolina at the request of the NCDEQ, with an option of coordinating review of site-specific conditions where dry or difficult construction conditions are present. Loss of wetlands associated with the Project in the three Counties under review is limited to 0.54 acre (0.17 acre in Johnston County and 0.37 acre in Cumberland County) which are all attributable to improvements to permanent access roads. Where a permanent loss of waters of the U.S. is unavoidable, Atlantic has proposed compensatory mitigation to offset impacts within the associated watershed and to mitigate impacts to a no more than minimal level. In addition, as part of the Section 404 review process, Atlantic has proposed compensatory mitigation for impacts that do not constitute a loss of waters of the U.S., but would result in a permanent conversion of forested or scrub/shrub wetlands (e.g., forested wetlands converted to emergent wetlands due to long term maintenance of the right-of-way). The direct impacts associated with construction are planned to occur in an expedient and efficient manner such that impacts on the waterbody and in the case of streams, the impacts to its banks are temporary in nature. Based on the short duration and nature of the waterbody crossings, Atlantic anticipates that cumulative impacts would result in minimal adverse impacts on the waterbodies within the watershed basin and sub -basins crossed. 10 Atlantic has also identified other projects that are recent, underway, or planned within the three counties crossed by the ACP (Attachment 1). Among these projects, 4 proposed projects associated with Piedmont Natural Gas are connected to the ACP: • Piedmont Natural Gas Facility Modifications at the Smithfield M&R Station in Johnston County; • Piedmont Natural Gas Facility Modifications at the Fayetteville M&R Station in Cumberland County; • Piedmont Natural Gas Facility Modifications at the Pembroke M&R Station in Robeson County; and • Piedmont Natural Gas 26 miles of 20" Diameter Pipeline in Robeson County. The three Piedmont M&R station projects would involve modifications to piping associated with connections to the ACP delivery and measurement of natural gas. The proposed pipeline addition would provide a connection to an existing power plant. All of these projects are subject to Federal and State regulatory review and approval, which would address any impacts to water resources. In summary, due to the implementation of specialized construction techniques, the relatively short construction timeframe at any one location and carefully developed resource protection and mitigation plans, minimal cumulative effects are anticipated when the impacts of the ACP are considered along with the projects identified in Attachment 1. As with the ACP, these other projects would also be required to adhere to state and federal water quality regulations and permit requirements, limiting the potential for adverse cumulative impacts on water quality. In addition, many of the projects are spatially separated from the Project, reducing the likelihood of significant water quality impacts. References: Council on Environmental Quality. 1986. 40 CFR 1508.8(b). Indirect effects. Cumberland County. 2008. 2030 Growth Vision Plan Policies and Actions. Available online at: hLtps://www.co.cumberland.nc.us/planning/downloads/growth/2030_ Growth_ Vision_Pla n Sept08_032709_P1Bdcopy.pdf. Accessed October 2017. Cumberland County. 2010. Cumberland County 2010 Land Use Plan. Available online at: http://www.co.cumberland.nc.us/planning/g 2010_ growth plan.aspx. Accessed November 2017. Cumberland County. 2011. Northeastern Study Area Northeast Cumberland Citizen's Planning Committee -Recommended Land Use Plan Available Online at: http://www.co.cumberland.nc.us/planning/downloads/land_use/Northeast Study/Vision_ Northeast Study 03-23-2011.pdf. Accessed October, 2017. Cumberland County. 2017. Cumberland County website. Available online at: httn://www.co.cumberland.nc.us/. Accessed November 2017. 11 Embler, Paul (Town of Smithfield), personal communication with John Cassady (ERM), July 13, 2015. Johnston County. 2009. 2030 Comprehensive Plan. Available online at: http://www.johnstonnc.com/mainpage.cfm?category_level_id=766. Accessed October 2017. Johnston County. 2017. Johnston County website. Available online at: http://www.johnstonnc.com/. Accessed November 2017. Robeson County. 2014. Comprehensive Plan with a Health & Wellness Component. Available online at: http://publichealth.southemregionalahec.org/robeson/docs/3-10- 2014%20DRAFT%20Robeson%20County%20Comp%20Plan.pd£ Accessed October 2017. U.S. Census Bureau. 2016. Quickfacts Census Data. Available online at: https://www.census. gov/quickfacts/fact/table/NC,j ohnstoncouniynorthcarolina,cumberlan dcountynorthcarolina,robesoncountynorthcarolina/POP060210. Accessed October, 2017. U.S. Fish and Wildlife Service. 2017. National wetland Inventory. Available online at: https://www.fws.gov/wetlands/nwi/index.html. Accessed October 2017. U.S. Geological Survey. 2011. USGS Land Cover GAP Data: Vegetation Data. Available Online at: hqs://aqpanalysis.usgs.gov/data/ U.S. Geological Survey. 2017. National Hydrography Dataset. Available online at: http://nhd.usgs.gov/data.html. Accessed October 2017. 12 North Carolina Department of Environmental Quality — Response to Information Request Dated October 26, 2017 Item 7 Attachment 1 PAST, PRESENT, AND REASONABLY FORESEEABLE FUTURE PROJECTS IN JOHNSTON, CUMBERLAND, AND ROBESON COUNTIES, NORTH CAROLINA Line Attachment 1 of MP 95.0 Spring 2016 Past, Present, and Reasonably Foreseeable Future Projects in Johnston, Cumberland, and Robeson Counties, North Carolina Closest Potential Distance and Wetland / Common Direction Waterbody Project Name Proponent Counties Description From Project Status Impacts? Selma -Wake 230 kV Duke Energy Johnston Construction of line 12.6 miles In Progress - Yes Line tap west of MP Summer 2015 78.0 through Winter status unknown 2017 Complete 540 I-40 Widening — North Carolina Johnston Road widening 20.4 miles Anticipated in Fall Yes Southeast Raleigh to Department of Highway 540 toll road unknown northwest of 2018 Clayton Project Transportation MP 86.5 Solar Farm Robert & (NCDOT) New solar farm Abutting Completed 2015 - Yes U.S. 70 Corridor NCDOT Johnston Raleigh to Morehead Intersects near In development Yes City major road MP 92.2 R-3410 Road NCDOT Johnston Widening NC 42 from expansion from U.S. Right-of-way Yes Widening NC 50 to US 70 Highway to Interstate acquisition is not Highway scheduled to begin Piedmont Facility Piedmont Johnston Piping modifications Intersects at Construction in No Modifications Natural Gas Intersection and additions for the Smithfield Winter of 2018 Intersection Improvement at interconnect at the M&R Station Improvement Cleveland Road and Smithfield M&R unknown Cornwallis Road Station I-5111 Lee -Selma 115 kV Duke Energy Johnston Line relocation 4.3 miles east Anticipated Yes Line of MP 95.0 Spring 2016 through Summer 2017; status unknown Erwin -Selma 230 kV Duke Energy Johnston Line replacement 9.5 miles west Anticipated No Line of MP 103.0 Summer 2015 through Winter 2016; status unknown Complete 540 North Carolina Johnston Completion of Location Anticipated Yes Department of Highway 540 toll road unknown Spring 2018 to Transportation Spring 2022 Solar Farm Robert & Johnston New solar farm Abutting Completed 2015 - Yes Wellons Inc. Smithfield 2017 M&R Station R-3410 Road NCDOT Johnston Widening NC 42 from 17 miles Right-of-way Yes Widening NC 50 to US 70 northwest acquisition is not scheduled to begin before 2023 I-4739 NCDOT Johnston Intersection 15 miles west In Development, No Intersection Improvement at Construction date Improvement Cleveland Road and unknown Cornwallis Road I-5111 NCDOT Johnston Widening 1-40 from I- 18 miles West 2019 Yes 440 to NC42 U-3334 NCDOT Johnston Extending Booker 4 miles West In Development, Yes Dairy Road Construction date unknown Piedmont Facility Piedmont Cumberland Piping modifications Within the Construction in No Modifications Natural Gas and additions for the Fayetteville Winter 2018 interconnect at the M&R Station Fayetteville M&R Station Fayetteville Outer NCDOT Cumberland New road construction 6.3 miles west In progress — 2016 Yes Loop and existing road of MP 133.0 through 2020 improvements Attachment 1 Past, Present, and Reasonably Foreseeable Future Projects in Johnston, Cumberland, and Robeson Counties, North Carolina Closest Potential Distance and Wetland / Common Direction Waterbody Project Name Proponent Counties Description From Project Status Impacts? Fort Bragg Woodruff Duke Energy Cumberland Install reconductor 12.8 miles In progress — Fall No — Manchester line west of MP 2014 through 134.0 Spring 2017; status unknown Erwin -Fayetteville Duke Energy Cumberland Relocate structures for 7.7 miles Completed in Yes 115 kV — Change and NCDOT project northwest of Spring 2015 Relocate MP 142.0 Fayetteville Fort Duke Energy Cumberland Line relocation 15.0 miles In progress — Yes Bragg 230 kV Line — west of MP Winter 2014 I-295 Bypass 142.0 through Spring 2016; status unknown Fayetteville Vander Duke Energy Cumberland Install new tap line 2.7 miles west In progress — No 115 kV Line — Tap to of MP 142.0 Summer 2014 Vander through Spring 2016; status unknown Fayetteville Dupont Duke Energy Cumberland Install new tap line 6.8 miles west In progress — No 115 kV Line — of MP 142.0 Winter 2014 Cumberland Solar through Spring 2016; status unknown Fayetteville Dupont Duke Energy Cumberland Install new tap line 6.8 miles west Completed in No 115 kV Line — Grays of MP 142.0 Summer 2015 Creek Tap Fayetteville Dupont Duke Energy Cumberland Install line switches 6.8 miles west In progress — No 115 kV Line — Line of MP 142.0 Winter 2014 Switches through Winter 2016; status unknown Fayetteville Fort Duke Energy Cumberland Line relocation 16.4 miles Completed in Yes Bragg 230 kV Line — west of MP Winter 2015 Clifdale Road 142.0 Richmond — Fort Duke Energy Cumberland Install transmission 21.8 miles In progress — Yes Bragg 230 kV loop west of MP Summer 2015 147.0 through Fall 2018 U.S. 401 Corridor NCDOT Cumberland Road expansion study Unknown Anticipated Yes Study environmental impact statement date 2015; Not funded McClauren McClauren Cumberland 36 -lot residential Crossed Construction Yes Subdivision Subdivision development schedule unknown St. Pauls Johnson Johnson Brothers Robeson New asphalt plant 2.2 miles In progress — Yes Brothers Facility Utility and southeast of Phase I completed Paving Company MP 166.6 in July 2014 Weatherspoon Plant — Duke Energy Robeson Install tap for solar 2.8 miles In progress — Fall Yes Fayetteville Solar facility southeast of 2014 through Farm Tap MP 167.0 Spring 2016; status unknown Weatherspoon Plant — Duke Energy Robeson Install tap for solar 2.3 miles In progress — Fall Yes Solar Tap facility southeast of 2014 through MP 167.0 Summer 2016; status unknown Attachment 1 Past, Present, and Reasonably Foreseeable Future Projects in Johnston, Cumberland, and Robeson Counties, North Carolina Closest Potential Distance and Wetland / Common Direction Waterbody Project Name Proponent Counties Description From Project Status Impacts? Weatherspoon Plant — Duke Energy Robeson Replace existing 10.6 miles Anticipated — No LOF 115 kV structures south of MP Winter 2016 Structure Replace 170.0 through Spring 2017; status unknown Weatherspoon- Duke Energy Robeson Line relocation 11.6 miles In progress — Yes Raeford 230 kV Line northwest of Summer 2015 Relocate MP 170.0 through Fall 2018 Weatherspoon- Duke Energy Robeson Line replacement May intersect In progress — Yes Raeford 230 kV Line near MP Summer 2015 Replacement 170.0 through Spring 2017; status unknown I-95 Diverging NCDOT Robeson Intersection 9.2 miles In progress — Yes Diamond Interchange improvement project south- anticipated in Lumberton southeast of completion in MP 178.0 Spring 2016; status unknown Weatherspoon — LOF Duke Energy Robeson Convert to remote 3.2 miles Complete — Spring No 115 kV control south of MP 2014 through Fall 180.0 2015 Weatherspoon Plant — Duke Energy Robeson Replace structures 21.4 miles In progress — No Delco southeast of Winter 2015 MP 180.0 through Summer 2016; status unknown Weatherspoon Plant — Duke Energy Robeson Replace existing 14.2 miles In progress — No Marion 115 kV structures south of MP Winter 2015 Structure Replace 180.0 through Spring 2016; status unknown Piedmont Pipeline Piedmont Robeson 26 miles of 20-inch Intersects at Anticipated Yes Natural Gas natural gas pipeline the Pembroke Winter of 2018 M&R Station Piedmont Piedmont Robeson Piping modifications Within the Construction in No Aboveground Natural Gas and additions for the Pembroke Winter of 2018 Facilities interconnect at the M&R Station Pembroke M&R Station North Carolina Department of Environmental Quality — Response to Information Request Dated October 26, 2017 Item 7 Attachment 2 DEVELOPED AND UNDEVELOPED LAND IN JOHNSTON, CUMBERLAND, AND ROBESON COUNTIES, NORTH CAROLINA -- Bunn #; 1' Spring HopeI' y j S Rolesvi"� Ilei *'mow+, Neuse } + New Hoper Z*Z bulon t % i LL' F �II Middlesex 'amu Knightdale • Wende ew Bailey ((( P � #Raleigh { • Sims 70 F + i tearer { t � � � .. Archer Longe k I *Clayton, I 80 Kerily • yK I { .. �� t•"'.' .f Wilson's k r { � )L Mills x L * tt �NMiero16� '_ Selma o' o W sSm t 90 Smithfield � C o l ,P,inelLevel Smithfield 7�. y+ Y Smit field M&R C Spr 09-A . Prton IFour Oak 100 -- r' 5 + � Coats " "Bensons . 1 on _ I Erwin`� Dunn"" ,., 11'0 t I {� 5w S AIrFr� 1 _ 120 PlaintView i Newton Grove; I Godwin - } wr , – r,M %u n ' spivy's x' Olive 130 Falcon Vann Crossroads * t Maid" CaIII yp i I ai •onFa�'1so'n—•„e.,e, o Milepost N Centerline Atlantic Coast Pipeline - Construction Impact Footprint Land Use Distribution of the ACP Developed Project within Johnston County, North Carolina Undeveloped FILE. Id Clients\D-RDGM\SRPP\_A,Gl5 017\10\30_NCDEG_numbe br_Evan\_ACP _NCDEQLantl L- Map —d I REVISED: 1013112017 1 SCALE: 1: 255,000wh-pri-d W1.17 DRAWN BY. JPB PI Broadway J Marners ��- \may., Buies>tCre Ali Coapt"sem rtillington # Benson w- LL A i jolivia r - Erwin + Bunn].,—.i' Dunn } x ■ 11ar..rt:� Linnen y 120 Plaid View F y Godwin _ f Spivey s- it Co ner # 130 f' Falcon Fayetteville SpringLakeLxI M&R Wade } Eastover Bonnie Doone i _ - t T 140 Ile 'k Fayetteville CY Spr 10-A _ � VarPder " * Salemburg�P4 Stedman y = CumberlandAutryville 5 Rockfish N Hope Mills.1 dr ti f 4 r RosAc ro ` 1 #, 150 Parkton LumbePBridge 160 Rex j �- 0 1,70 4 a . s 5 } I Whitefi0ak Of I o r. Ta�1H'eel'� 'w . I Duliliri D zs 5 White �Mues wv�n,a,����,a.,e opLake Eliza bet�it'own o Milepost N Centerline Atlantic Coast Pipeline - Construction Impact Footprint Land Use Distribution of the ACP Developed Project within Cumberland County, North Carolina Undeveloped ERM FILE.,.',CIienta\D-RDGM\SRPP\_A,GIS\201]\10\30_NCDEG_numba br_Evan\_ACP _NCDEQLantl Use_Maps.m.d I REVISED: 1013112017 1 SCALE: 1: 250,000wh-pnntatl at 11x17 DRAWN BV:JPB ` Fay.ttlrvdl• Fayetteville CY Spr Vander 10-A Five Points Cumberland Silver City Rockfish _- Raefbrd'l HopelMillIrjpYi sMr l Bowmore Dundarrach Parkton r Wagram Lumber)Bridge r J I1Y �soi'� Rex Shannon r Red Spring s - Rennert V-' SainttPauls 1,70 f! Wakulla o East Laurinburg ' 't Buie Maxton Pembroke &R a 180 Pemb oke x � � i r Raemon r.�Lumberton = Elrod RaynHam S{ Bul McDonald !Y Fairmont s h+.. r .JLML15ttl'e1Rock Proctbrville RIP -'% Orrum P!, -.r. 1 • ar �� ■ Boardman"_ a !i r mQuill In t* Marietta Y , fJ, 1 La kelView, LattalF Floydale .,rte CerrotGordo,, + Cr Chadbourn Fai dBluff 61eM Sellers tF �1 r r 1P I 4 r olsZ � z.s Mullins '' • o' Milepost N Centerline Atlantic Coast Pipeline - Construction Impact Footprint Land Use Distribution of the ACP Developed Project within Robeson County, North Carolina UndevelopediLA4 FILE:MACIW,, \D-MDOM\SRPP\_Ai GISQ017\10\30_NCDEG_numbe f r_Evan\_ACP _NCDEQLantl Use_M.Ir—.d I REVISED: 1013112017 1 SCALE:1:263,000whenpmn d,t11x1] DRAWN BY. JPB North Carolina Department of Environmental Quality — Response to Information Request Dated October 26, 2017 Item 7 Attachment 3 WETLANDS AND WATERBODIES CROSSED BY THE ATLANTIC CAOST PIPELINE IN JOHNSTON, CUMBERLAND, AND ROBESON COUNTIES, NORTH CAROLINA wjob105f wj00009f J'� - - wjoo010e • jj w oo039f ~ � wjob106f Johnston worUf ? wjop020f R ' Y $� y, . N.fi'.h74DLt mb woo003f wjop004f 82_ , 81 wjob109f I 77 79 wjoop0l.e 78 G�xrr wjoe001f wjop021f \� wj°p°2f wjob 109f wjob105e wjoo002f ., G lWqDl� Wilson I ROGUD@G= � f ��. .��• x s wjob109f _ r 'ti 1 o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet 1 of 7 0 1,000 D - Centerline ® wetland Wetlands and Waterbodies Crossed by Feet the ACP Project within Construction Impact Footprint Johnston County, NC GR[41 M:\Client.lD-RDOM\RPP\_A.GIS1201]110\30_NCDEQnumbera_br_E-MACP_NCDEO_WLWB_Maps.m.d I REVISED:1013=17I SCALE: 1:24,000whenpnntdat11.17 IX WN BV:JPB . 4 wjLoo012f OFF ! wjoo018f - wjoo016f wjop003f ' UlmC�Coc�t •. 'r �* •' wjoo019f wjoe 003f .. wjA001f f - oowjoo011f wjop017fZjo- o017fo016f 8887 WjO0,01 4s �� I�'i14GL1oCJ __ n wjoo020f - - Johnston\ 1 85 \ = 8 82 _ wjoe004f _ 84 1 wjoo02lf i (I _ wjop004f fo_Tit-.�'3 (b ROm� wjoo013f�+ �- f w l 4' 0 GI7 wjoo019f + wjop002f } WIN y -UM ` wj00020f wjoo020f wjoo013f - wjop002f' -; wjop001f oeO '2f wjop002f f.• � CJ OD .m tiAtlantic Coast Pipeline 89 IN 40 T Sheet 2 of 7 o Milepost Whole � Waterbody ovoo —Centerline ®wetland Wetlands and Waterbodies Crossed by Feet Construction Impact Footprint the ACP Project within Johnston County, NC ULM MACH-WD-RDOM\SRPP\_Ar GIS\201]M30_NCDEQn.mbera_br_E-M ACP _NCDEO_WLWB_Map..m.d I REVISED: 10131/20171 SCALE: 1:24,000 when printed at 11.17 IX WN BY. JPB - _ + +..L _ Smithfield 1 I .wjop031f r -J �+ J + w ooOA8f ' 03�8fPwjoa02Of �•=,1 ti T7 - wjo 011f1 J' ba J wC[ 93 ohnston wjop39f M 945 --- wj�op019f _ _ - // �� F wjoo020f ` kI wjoo02lf ' wjop011f l wjoo019f w '. wJop013f 1op009 f . ' " � �4 k cl[92c'i' 88 S . ' wjopoo8'e wjop026e• ' 4. F$ ' +•wjoo020f • wjop012f _ti •� wjop027f. + y • * 4 wjopolls y * • ' }•�" �' wjoo019f S 1 t. wjop007 VID93mb yir 143 ib5 wjop005f 89 '4 ~ V —4 . lilt + o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet 3 of 7 o 1v000 D - Centerline ® wetland Wetlands and Waterbodies Crossed by Feet the ACP Project within Construction Impact Footprint Johnston County, NC G[tM MACHente0-RDOM\SRPPy_A.G1SQ01]M30_NCDEQnumbera_br_E-M ACP _NCDEO_WLWB_Mapa.m.d I REVISED: 10131/20171 SCALE: 1:24,000whenpnntdat11.17 IX2AWNBV:JPB y � i { 11 '17 a013f �* 4 wNo 034f' wjop036f iK' wfoo033f - ',Johnston o �( wjop0355P 4 V + wjop036f t ¢� t vijoo036f 97 I ib •-.•-5 �*�{ . _ wjop036f 4 i ' •. ll i .. • 98 + wjoo032f v ',wjo61,07f wjobl08f + _ •• ��^ +} i %wjoroozf r u !1 Q0 t t - • wjoa02Of t• ri X96(wjop� _wjoa019f f i Wi "o034f ;�� 03 G$ C-0 — j, f • • wjoo1f-y' • • / wjob.1 -f {. 95 oo029f -- . � .,a� L. 07L\j94. � m 1JJ - - wjor*002f l wjoo033Of 3 7 wjop01a, 00036f - wjoo035f- r r M 030f C Y t y. *Cwjor001f'r ti k I t 01 5ikh1 � __ = f •aa o Milepost Whole Waterbody I Atlantic Coast Pipeline Sheet 4of7 0 1,000 2,000 a Wetlands and Waterbodies Crossed by —Centerline ®WetlandFeet �S# the ACP Project within Construction Impact Footprint Johnston County, NC ERM M:\Clle-\D-RDOM\RPP\_Ar,GIS\201]\10\30_NCDEQ numbers for_Evan\_ACP_NCDEQ_WLWB_Map,,mxd I REVISED: 1013120171 SCALE: 1:24,000whenpnnted at11.17 IX WN BY. JPB y ,,, + II Polecat C/ 'x Branch 4 Neuse River ^� " j+ k ��� } rry _ UNT to , Neuse River LL y � i { 11 '17 a013f �* 4 wNo 034f' wjop036f iK' wfoo033f - ',Johnston o �( wjop0355P 4 V + wjop036f t ¢� t vijoo036f 97 I ib •-.•-5 �*�{ . _ wjop036f 4 i ' •. ll i .. • 98 + wjoo032f v ',wjo61,07f wjobl08f + _ •• ��^ +} i %wjoroozf r u !1 Q0 t t - • wjoa02Of t• ri X96(wjop� _wjoa019f f i Wi "o034f ;�� 03 G$ C-0 — j, f • • wjoo1f-y' • • / wjob.1 -f {. 95 oo029f -- . � .,a� L. 07L\j94. � m 1JJ - - wjor*002f l wjoo033Of 3 7 wjop01a, 00036f - wjoo035f- r r M 030f C Y t y. *Cwjor001f'r ti k I t 01 5ikh1 � __ = f •aa o Milepost Whole Waterbody I Atlantic Coast Pipeline Sheet 4of7 0 1,000 2,000 a Wetlands and Waterbodies Crossed by —Centerline ®WetlandFeet �S# the ACP Project within Construction Impact Footprint Johnston County, NC ERM M:\Clle-\D-RDOM\RPP\_Ar,GIS\201]\10\30_NCDEQ numbers for_Evan\_ACP_NCDEQ_WLWB_Map,,mxd I REVISED: 1013120171 SCALE: 1:24,000whenpnnted at11.17 IX WN BY. JPB wjop042f 'wjop044e } ` DKWQ_NC_007 wj-dozli ✓ /� .} wjop04if stir 1 'y •4 _—' `R• - woa021f I 9 r ti .ak F?�• wj ob112. }-• *4'•• + - wjoo042fo 'wjiip043f f %yloaOlQf�_ + wloa011f% • } 101 100 wjoo04Of #:Njoa.6 Jo'hn`ston- " Y - hk { _ wjoao10f t * wjob113f wjobll3e Q� -.._ Y 4 %* � � -,� •+, — , oa009f i' wjoa0211sr wjoo045f wjoblrl'2f 103 wjoanr ` ' Imo•. * i } `• ` * w'oo036f UTQD leo- �� �l � t ���I�� k � I 3 R x i y� i 44{• UJIIILJIII:-lJ 4 }, \' + '15 ;5 41x;, , •' '}� ,_ _ �"� �.� f �r�s-�I y �1 lis;�t s•��kti k \ k ms+ } *- k s • 3i; { ' - ! � s l t• �' ;\ 1;4• \ 5IL 1 o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet 5 of 7 D 10000 D — Centerline ® Wetland Wetlands and Waterbodies Crossed by Feet the ACP Project within Construction Impact Footprint Johnston County, NC G[LM M:\Clle-\D-RDOM\RPP\_Ar,GIS\201]\10\30_NCDEQ numbers for_Evan\_ACP_NCDEQ_WLWB_Map—.d I REVISED: 1013120171 SCALE: 1:24,000 when panted at 11.17 IX WN BY. JPB UNT to j �- �• +`-��'� } _ I Mill .11 Y j Mill Branch 1 ��• to Jumping Unnamed Pond Run 14 • tom'` '� UNT r �� �•� � � � � .� �* � � 5� � � 1 � to ,lumping � # _ *'�-. • • I AF t � Ji- � � � ti.r `-•��� � .I UNT to r'+ 5 baa"tiV _;1 JohnK tv 0 Milepost Whole = Waterbody k6n1k Atlantic Coast Pipeline Sheet 7 of 7 0 1,000 2,000 - Centerline #-� //. Wetland — -Wetlands and Waterbodies Crossed by - ` •. 'Harnett } wcmc006s + ,� .A? wcmp017f .--- 'wcmc005f wcmp016f - wcmp00-m r-7krJhf " BMW \" -_ -- / 4. wcmp009f 126 f wcmool5s 126 wcmo011 f wcrnp011f V 5 ' Cumberland WIND• I I G�Cp 1'27 .Cmp008f uM - - I 0110D r wcmp0lOf cmp008f wcmp007wcm 006f + m � — '.W 015 wcm 010f s �- Q�Cj3 ----- 123-- _ OF 1 } - *+ Jr +i - - r wcmo0155 wcmo015e -o006f Sampson .�i- 5 x {' — • f , k - -/{� fj ill .1, --- . ri Y { ti o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet 1 of 7 0 10 D - Centerline ® wetland Wetlands and Waterbodies Crossed by Feet the ACP Project within / Construction Impact Footprint Cumberland County, NC GR[41 M:\Client.%D-RDOM\RPP\_A.GIS1201]110\30_NCDEC_numbers_br_E-MACP_NCDEO_WLWB_Mapa.m.d I REVISED:1013=17I SCALE: 1:24,000whenpnntdat11.17 IX WN BV:JPB F ' , i-ayettevlue cr c r M&R gWT1h@T2) �:• �. �' �I—; ji 133 �Z rl wmp039f 134 DKWQ_NC_008 tp INt t3® t y [ . @ .p- 131 1+,. 135 Cumberland's. wcmp003t wcmp005f, L \ Z ' wcmp004f # •wcmc007f DKWQ_NC_009 .! - '-' ., is rnc~ 136 �x } ,i we mc007f x a 130 I> %Cho wcmc003s. 1 wcmc003f,, 7,-=FpUku'7 1 i � wcmp015f wcmp017f wcmc002f o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet 2of7 0 1,000 2,00o Wetlands and Waterbodies Crossed b v -Centerline ®Wetland y Feet Construction Impact Footprint the ACP Project within Cumberland County, NC ISM MACH-WD-RDOM\SRPP\_A.G1SQ01]M30_NCDEQnumbera_br_E-M ACP _NCDEO_WLWB_Maps.m.d I REVISED: 10131/20171 SCALE: 1:24,000when pnntdat 11.17 IX WN BY. JPB to d f •' L _— :h . 5 �� � � �5`+*t � , •+'l+, F — }. ' ' �.� �, . .4y4+}11'f4.f k a wcriip048f wcmg00 wcmp05lf x- ,,wcmo036e wcmf001f ~1 iFti., .Jcmo036f - wcmg001e DKWQ_ we mg001 e — wcrnf002f ,' wcmf005e wcmf003e [8�-. wcmp048e - / �f+ I foo -1 - Cumberlandcmfoole 136 P, 139 138 cmg001f � wcmf002e Iwi mf001e wcrnf004e wcmp051e F wcip n 048f I y I nrtzrv. ' 1 ' ' • Y, ' • ' 4 l-IAlll lil DKWQ_NC `010 51 I ` : i •+ --`+ " - t' + �'{ , ' I L' ' :wcmg001e I I 5 h y 1/ r. wcmf0041 � � � ! +•{ � { r! `!5 wcmp051f I� 4 �J � •� � �' F,m7onn 4 o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet 3 of 7 0 1,000 2,00o Wetlands and Waterbodies Crossed b v -Centerline ®Wetland y Feet Construction Impact Footprint the ACP Project within Cumberland County, NC ISM MACH-WD-RDOM\SRPP\_A.GISQ01]M30_NCDEQnumbera_br_E-M ACP _NCDEO_WLWB_Maps.m.d I REVISED: 10131/20171 SCALE: 1:24,000 when pnntdat 11.17 IX WN BY. JPB ,' �_ _^^� I{ ,•y tit r ! 1 �,, , .,, ,; _ Imo, -•.` �, i..t'�af �' , � i 'd 1 F wcmr006f 11 •'t twcmf007e - wcmr006e fwcmf009e' Y '.Y wcmo027f•- G - W_c\oae Np�fl� F Cumberland a wcmf006e3 '1 ; +k 'wcmf001f 1 r M 144 143 l -- P wcmf008f wemf009f� I. e� '142 - _ ��141@Daft - - - - " r r '*--- wcmf006f MT wcmf005f ', I \ wcmf001e I ", , r r wcmf005f1 r i 1 5 l 1 I r wcm" o029e i q wcmr003i ,4 ' Y` • 1 ' Y I. wcmfUO3e o \ wcmo029f wcmr003e , i , , wcmf005f2 +' 1 b ti Y I 5�- I r' r. i Y i , '1 � ,iwcmf*c'. I r I� i Y I, 1 r F' - { •5 1I• { 4r,r + LL ` r • A Oe i irnormaiian is � ' o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet of 0 iv000 ZO D Feet --z - Centerline ® wetland Wetlands and Waterbodies Crossed by the ACP Project within Construction Impact Footprint Cumberland County, NC G[LM MACH-WD-RDOM\SRPP\_A.GISQ01]M30_NCDECL—bera_br_E-M ACP _NCDEO_WLWB_Maps...d I REVISED:1013=17 I SCALE: 124,000whenpnntdat11.17 IX WN BY. JPB wCmf00-i _ * * 1 �"'m WCmf006e t I i • - .' � � *' .! err ,� r, _f - ti Cumberland _ � � .. .,_t> _=ilwcmo034e' y` wcmf006f *' I •� q wcmp040f p k / - •n I ,� l f #005WIND e a -N wcm0032e wcrrio024e 147 r 149 wcm00311 -.. Lid ¢ WC m0032f 2 'wcmo024f 148 r _ �� ■ wim003Ie k.l 4 •\x wcmr005f — � � � ; wcmr004e f r f i r o wcmm0 26f •4� y� -��r t f. . o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet 5 of 7 0 1,000 2,000 i —Centerline Wetland Wetlands and Waterbodies Crossed by ® Feet the ACP Project within Construction Impact Footprint Cumberland County, NC G[LM M:1CHent.0-RDOM55RPP5_A.GISQ01]110530_NCDEQnumbera_br_E-MACP_NCDEO_WLWB_Mape.m.d I REVISED:1013=17 I SCALE: 1:24,000whenpnnten at11.17 IX WN BY. JPB I 1 # wcmo0f wcmo02 150 wcm0024e IL L CTwcmo022fANN !I „cmo0�3r3e @amp 10flj(p F� r I Cumberland �'- w6no l� "" ..wcmp045s I _ ry fir' l ,...., 154 Imo _ _ V 15z wcmp052f ;lam we i \ I3aEPG NG1�4� WC N�Y1pt7�OGY.GXI _�ib� 1' ; 153 wcmpt -4-f MTRD RD U r f -wc_mr002e ! -' r'- _ • �1 ._ *':�,—wcmp04, 'J :mr001C - f ;{ 1 _ jl F ti o Milepost Whole Waterbody Atlantic Coast Pipeline Sheet 6 of 7 - 0 1,000 2,000 — Centerline ® wetland Wetlands and Waterbodies Crossed by Feet the ACP Project within Construction Impact Footprint Cumberland County, NC G[tM MACHente0-RDOM\SRPP\_A.G1SQ01]M30_NCDEQnumbera_br_E-M ACP _NCDEO_WLWB_Maps.m.d I REVISED: 10131/20171 SCALE: 124,000whenpnntdat11.17 IX WN BY. JPB n { ice.. 1 },. r rift wcmh004f •~ I{ t'F} -� wcmh003fr wcmh008s f wroo002e wcmh004s } 7X, wroo002f l��160 .. wroo002f wcmh008f r, 159 047s wcmpf' j�p f p .� i 052s 1 ~ ' r GROOM gwf r Cumberland ' � wcrr1p 16 p-wcmh002s-`,`lu''HD Robeson f + n fI! } wcmo033e �� wcmo025s -. � wcmo025f ' ~ ry .� - _- -y�• ,'y i +,_ - ,F 4_ 156 1 wroo001f wcmh002fwcmo025f wc �U •'i wcmp047f may-,— . - - ~ l ',+l w}}cc�mp047' V r r £ 9D @GUO �� • � �, *OM1 � .ti i4 �� '; '' k 541 .� ��Blaclen 7 ti 3 t t - Waterbody Atlantic Coast Pipeline Sheet 7 of 7 o ,,Doo zooc � Mile ostwhole Wetlands and Waterbodies Crossed by v � -Centerline ®Wetland Feet Construction Impact Footprint the ACP Project within Cumberland County, NC G[LM MACliente0-RDOM\SRPP\_Ar GIS\201]M30_NCDEQnumbera_br_E-M ACP _NCDEO_WLWB_Maps.m.d I REVISED:1013=17 I SCALE: 124,000whenprinted at11.17 IX WN BY. JPB ~ ` } L -fig .� } - ,r• __ F wcm}005 ' r + 4 w wr 9008f j e ,� wcmh008f -- I wrog 007f- f' �- 5 wrog008f- f tic s . •; $°Y� 4 – -+� - Cumberland x `wr; c166eT, 1 165f+j - 7 • F4- { p160 t { 4 �"►'a `4 �Y' - - . - •Robeson ' - +� ••� ` M1 - wro�oozf '-- 5k aft wrooU0Z' wrof0Of wrob002ff '4 5+ ~* wrof004f + �L• �- wroh02is v 166 _ y wroo002f' 163 - wroh019f16�1 wrof001e, wfrrofOU-4f - -wroc001s --y 4 I� 4 ; - wroo001`f y { 162 wrof005f �_•/ l+ _ Y ~ jy �I I 7 r{ wrof006f � _ i I -� z y � 1`c--• - _ �` ''� •�v ' +ter#fr f - - 1 � _ � � �. I � " �y � ` - I Bladen H o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet 1 of 0 12000 ,000 - Centerline ® wetland Wetlands and Waterbodies Crossed by Feet the ACP Project within Construction Impact Footprint Robeson County, NC GR[41 M:\Clienta\D-F\DOM\SRPP\_A.GIS\201]\10\30_NCDEQnumbera_br_Evan\_ACP _NCDEO_WLWB_Mapa.m.d I REVISED:1013=17 I SCALE: 1:24,000whenpnntdat11.17 IX WN BY. JPB w .Robesbn--t wroHO1.8f'1 + wrRg006f wroh017f I l -- - k wrog004f ', 167 170 1@9 y w o�005f}' 4 - r, - b7.1 , ' ,wroh018f k4 +� wrog005f - - '" _ 'f- wroh018s y - wroc003f wrof001e - wro l003t wrog002s wrog003f 1 {wrof004f I 166 0 wrof006f i wrof004f t 5 -, wrog002f P � � � � wrof0�. i. - •; - { - j wroc001s -dd. '% y A 1 N�114 4• li d o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet of 0 12000 ,000 - Centerline ® wetland Wetlands and Waterbodies Crossed by Fee, the ACP Project within Construction Impact Footprint Robeson County, NC G[LM �'A ' xi -wroh010s' wroh011f -ter : � f • ��'M, - � � ~. - ',< wroh013s t' ,wrohOQU,. 176*+ - wroh012s ~ +} f wroh009e M ' 175 i wrc _ .I{ - - r �� `}•� t y ,7•,7 ' �"Robeson. -� IOCb wr, wroh0.s,; �-- .� wroh013f ,y v i }+ /1'4 wrog(• wrog002f wrog001s 171 ` + wroh015f - -._ k wroh013s t r n 'wroh014f ' 173 wroh013s - 17 wrog003f rr, wroh016s wrog002s } .. S ' *� �� J ��— ' , �* . . 1 - � ` A• . { • � — I - - VII lLJ ol•r� �o '-�-- �y4iv • y. `4 � . * .:=� �i } ' ` �� .-�-, 'f -tip F �� ! t ` 4�;ffiol3rup 7�7 ~ � AL } y3ifbr en�ronmantalreviewpu�poses onry. o Milepost Whole - Waterbody Atlantic Coast Pipeline Sheet of 0 1,000 2,000 - Centerline ® wetland Wetlands and Waterbodies Crossed by Feet the ACP Project within ko Construction Impact Footprint Robeson County, NC RM MACHente\D-RDOM\SRPP\_A.GISQ01]M30_NCDEQnumbera_br_Evan\_ACP _NCDEO_WLWB_Mapa.m.d I REVISED:1013 =17 I SCALE: 124,000whenpnnt dat11.17 IX WN BY. JPB I �op� , x fury r� i - �� L� � } ' "' -. - -- ; - ^" � wroh009e wr'Oh00Bf ;•}� Ir f1 ff k `�-y-= 'r'i - !r `} wrop002s - `I "I. #� W 007 Lb _ - 4 J "L . ' '�` m l _ 'Robes'_orn .• }-� .. -' � * T- ' L @MW Iy I 178 — wroh007s `7 lw rs r + a r fi I Eb Pembroke M&R @Dw C '180`rohMs �' _ ;��p• _ t wroh 004111W 182 (ISI Q7 \ �4 179 4 I ; . _;W02f Tey �'` • fq " _ wro3s.i wrop00'.1f 4-wrop001e�, �� + _ � _ _ . � ' { ��-. • n 5* �* • *' - ,'t � moi, .� � .•�. k� � ��r - . wro_h022f y, }ry- �k _.':r 4 k� '"• J r # �, I 5'4.� �- { #i+ 51r. r"� - { +5i 4 `�rt`i�=i��i xA ' 1 � li+ � }'ti�4 ✓ r ti. 5j'µ 1 ..�• ; / .' — N o Milepost Whole Waterbody Atlantic Coast Pipeline Sheet 4of4 0 1,000 2,000 — Centerline ® wetland Wetlands and Waterbodies Crossed by Feet the ACP Project within Construction Impact Footprint Robeson County, NC G[LM MACHente0-RDOM\SRPP\_A.GISQ01]M30_NCDEQnumbers_br_E-M ACP _NCDEO_WLWB_Maps.m.d I REVISED:1013=17 I SCALE: 1:24,000whenpnntdat11.17 IX WN BY. JPB Attachment D Neuse River HDD Drawing HORIZONTAL DRILLED LENGTH = 1,637' TRUE LENGTH = 1,640' d / I /BOUNDARY _ r CTYPICAU � 250' DESIGNED _ - -- _ _ _ _ _ _ _ _ PROPOSED aCP DRILLED �I CENTERLINE RIVER ' AL rcNMENr lII IGo I I I ® NE ' ft H-2 PROPOSED TEMPORARY YORKSPALE 1 ' FOR HDD PIPE SIDE OPERATIONS AND PULLSECTION STAGING TO EXTEND 1, 850' BEYOND HDD EXIT PLAN SCALE, 1'=100' W L'. - L _ 7 6 o.ao s.00 lG.00 Is.00 2o.Ga -zo PROFILE GEOTECHNICAL TOPOGRAPHIC SU PILOT HOLE TO AFNcft4r DRILLED PATH ENTRY/EXIT POINTNOTES RVEY NOTES LERANCES SCALE, I'=100' HORIZONTAL 10 1. GEOT£LH .1 DATA PROVIDED BY GEOSYNTEC I, TOPOGRAPHIC SURVEY DATA PROVIDED BY GAI THE PILDT HOLE SHALL BE DRILLED TO THE TOLERANCES 1'= 20' VERTICAL GEOTECHNICAL EGEND ® BGRINGLLOCATIGN CONSULTANTS, RALEIGH, NORTH CAROLINA. REFER TG CONSULTANTS, CANONSBURG, PENNSYLVANIA. LISTED BLOW. HOVE VER, IN ALL CASES, RIGHT -OF -MAY ITE THE GEOTECHNICAL SITE INVESTIGATION REPORT RESTRICTIONS AND CONCERN FOR ADJACENT FACILITIES DATED SEPTEMBER 2016 FOR MORE DETAILED 2 NORTHINGS AND EASTINGS ARE IN U. E SURVEY FEET SHALL TAKE PRECEDENCE OVER THESE TOLERANCES -0 200 100 50 SPLIT SPOON SAMPLE �3�PENETRATIM RESISTANCE IN BL DWS PER FOOT FOR A 140 POUND HAMMER FALLING 30 INCHES PERCENTAGE OF GRAVEL BY VEIGHT FOR SAMPLES SUBSURFACE INFORMATION REFERENCED TO UTM COORDINATES ZONE I7 NA➢ 83 1. ENTRY POINT, UP TO 10 FEET FGRVARD OR BACK FROH 2. THE LETTER 'N'11 THE LEFT OF A SAMPLE 3, ELEVATIONS ARE IN F£ET REFERENCED TO NAV➢ D0. THE DESIGNED ENTRY POINT, UP TO 5 FEET RIGHT OR INDICATES THAT NO GRAVEL NAS OBSERVED IN THE LEFT OF THE DESIGNED ALIGNMENT SAMPLE THE LETTERS 'NT' INDICATE THAT GRAVEL PROTECTION OF FxISTING FaC1L ITIES CONTRACTOR SHALL UNDERTAKE THE FOLLOWING STEPS PRIOR TG COMMENCING DRILLING OPERATIONS. ¢¢ h N y= r CONTAINING GRAVEL SHELBY TUBE SAMPLE 5D� WAS OBSERVED BUT NO GRADATION TEST VAS 2. EXIT POINT, UP TG 10 FEET SHORT DR 30 FEET LONG PERFORMED. DRILLED Pa TH RELATIVE TO THE DESIGNED EXIT POINT; UP TG 5 FEET RIGHT OR LEFT DF THE DESIGNED ALIGNMENT VAT£REXISTING SURFACE w £ ------------- 3. THE GEOTECHNICAL DATA IS ONLY DESCRIPTIVE OF 1. DRILLED PATH STATIONING IS IN FEET BY THE LOCATIONS ACTUALLY SAMPLED. EXTENSION OF HORIZONTAL MEASUREMENT AND IS REFERENCED TG 3. ELEVATION, UP TO s FEET ABOVE AND Is FEET BELOW THIS DATA OUTSIDE OF THE ORIGINAL BORINGS MAY CONTROL ESTABLISHED FOR THE DRILLED SEGMENT. THE DESIGNED PROFILE UNDERGROUND FACILITIES ANY FACILITIES LOCATED DOminlOn�1SOS GRADE BASED ON SURVEY POINTS CORE BARREL SAMPLE BE DONE TO CHARACTERIZE THE SOIL CONDITIONS, WITHIN 10 FEET OF THE DESIGNED DRILLED PATH -UNCONFINED COMPRESSIVE STRENGTH (PSI) HOVEVER, COMPANY DOSS NOT GUARANTEE THESE 2 DRILLED PATH COORDINATES REFER TO CENTERLINE OF 4. ALIGNMENT, UP TO 10 FEET RIGHT OR LEFT OF THE SHALL BE EXPOSED. u[s s, Iso CHARACTERIZATIONS TO BE ACCURATE, CONTRACTOR PILDT HOLE AS OPPOSED TO TOP OF INSTALLED PIPE DESIGNED ALIGNMENT MOHS HARDNESS MUST USE HIS OVN EXPERIENCE AND JUDGMENT IN 3 MODIFY DRILLING PRACTICES AND DOWNHOLE INTERPRETING THIS DATA. 5 CURVE RADIUS, NO LESS THAN 2 400 FEET BASED ON ASSEMBLIES AS NECESSARY TD PREVENT DAMAGE iD ROCK -ITY DESIGNATION (PERCENT) A 3 -JOINT AVERAGE (RANGE 2 DRILL PI EXISTING FACILITIES. nry wm sg z ��\ twb rm, rar r x snry nsr �i v,u rn-,s, r 90' mz�' snry vw Tru nor 14 x�� ifsS DESIGNED DRILLED PROFILE sxma sz zz psn a °' NOTE, STRATIFICATION LINES AND SUBSURFACE MATERIAL DESCRIPTIONS SHOVN ON THIS ➢RAVING HAVE BEEN SIMPLIFIED FOR PRESENTATION PURPOSES. REFER TO THE PROJECT GEOTECHNICAL REPORT FOR MORE DETAILED SUBSURFACE INFORMATION. NOTE, PLACEMENT OF HORIZONTAL DRILLING RIG IS NOT FIXED BY DESIGNATION OF ENTRY AND EXIT POINTS. DRILLING RIG PLACEMENT AND/DR THE USE LF RL- RIGS SNALL BY AT C­TXACT­'E UPTIDN W L'. - L _ 7 6 o.ao s.00 lG.00 Is.00 2o.Ga -zo PROFILE GEOTECHNICAL TOPOGRAPHIC SU PILOT HOLE TO AFNcft4r DRILLED PATH ENTRY/EXIT POINTNOTES RVEY NOTES LERANCES SCALE, I'=100' HORIZONTAL 10 1. GEOT£LH .1 DATA PROVIDED BY GEOSYNTEC I, TOPOGRAPHIC SURVEY DATA PROVIDED BY GAI THE PILDT HOLE SHALL BE DRILLED TO THE TOLERANCES 1'= 20' VERTICAL GEOTECHNICAL EGEND ® BGRINGLLOCATIGN CONSULTANTS, RALEIGH, NORTH CAROLINA. REFER TG CONSULTANTS, CANONSBURG, PENNSYLVANIA. LISTED BLOW. HOVE VER, IN ALL CASES, RIGHT -OF -MAY ITE THE GEOTECHNICAL SITE INVESTIGATION REPORT RESTRICTIONS AND CONCERN FOR ADJACENT FACILITIES DATED SEPTEMBER 2016 FOR MORE DETAILED 2 NORTHINGS AND EASTINGS ARE IN U. E SURVEY FEET SHALL TAKE PRECEDENCE OVER THESE TOLERANCES -0 200 100 50 SPLIT SPOON SAMPLE �3�PENETRATIM RESISTANCE IN BL DWS PER FOOT FOR A 140 POUND HAMMER FALLING 30 INCHES PERCENTAGE OF GRAVEL BY VEIGHT FOR SAMPLES SUBSURFACE INFORMATION REFERENCED TO UTM COORDINATES ZONE I7 NA➢ 83 1. ENTRY POINT, UP TO 10 FEET FGRVARD OR BACK FROH 2. THE LETTER 'N'11 THE LEFT OF A SAMPLE 3, ELEVATIONS ARE IN F£ET REFERENCED TO NAV➢ D0. THE DESIGNED ENTRY POINT, UP TO 5 FEET RIGHT OR INDICATES THAT NO GRAVEL NAS OBSERVED IN THE LEFT OF THE DESIGNED ALIGNMENT SAMPLE THE LETTERS 'NT' INDICATE THAT GRAVEL PROTECTION OF FxISTING FaC1L ITIES CONTRACTOR SHALL UNDERTAKE THE FOLLOWING STEPS PRIOR TG COMMENCING DRILLING OPERATIONS. ¢¢ h N y= r CONTAINING GRAVEL SHELBY TUBE SAMPLE 5D� WAS OBSERVED BUT NO GRADATION TEST VAS 2. EXIT POINT, UP TG 10 FEET SHORT DR 30 FEET LONG PERFORMED. DRILLED Pa TH RELATIVE TO THE DESIGNED EXIT POINT; UP TG 5 FEET RIGHT OR LEFT DF THE DESIGNED ALIGNMENT 1. CONTACT THE UTILITY LOCATION/NOTIFICATION SERVICE FOR THE CONSTRUCTION AREA. PERCENTAGE OF GRAVEL BY VEIGHT FOR SAMPLES CONTAINING GRAVEL 3. THE GEOTECHNICAL DATA IS ONLY DESCRIPTIVE OF 1. DRILLED PATH STATIONING IS IN FEET BY THE LOCATIONS ACTUALLY SAMPLED. EXTENSION OF HORIZONTAL MEASUREMENT AND IS REFERENCED TG 3. ELEVATION, UP TO s FEET ABOVE AND Is FEET BELOW THIS DATA OUTSIDE OF THE ORIGINAL BORINGS MAY CONTROL ESTABLISHED FOR THE DRILLED SEGMENT. THE DESIGNED PROFILE UNDERGROUND FACILITIES ANY FACILITIES LOCATED DOminlOn�1SOS MILE PoST A n/1�o(�Q (-��r 2 98 CORE BARREL SAMPLE BE DONE TO CHARACTERIZE THE SOIL CONDITIONS, WITHIN 10 FEET OF THE DESIGNED DRILLED PATH -UNCONFINED COMPRESSIVE STRENGTH (PSI) HOVEVER, COMPANY DOSS NOT GUARANTEE THESE 2 DRILLED PATH COORDINATES REFER TO CENTERLINE OF 4. ALIGNMENT, UP TO 10 FEET RIGHT OR LEFT OF THE SHALL BE EXPOSED. u[s s, Iso CHARACTERIZATIONS TO BE ACCURATE, CONTRACTOR PILDT HOLE AS OPPOSED TO TOP OF INSTALLED PIPE DESIGNED ALIGNMENT MOHS HARDNESS MUST USE HIS OVN EXPERIENCE AND JUDGMENT IN 3 MODIFY DRILLING PRACTICES AND DOWNHOLE INTERPRETING THIS DATA. 5 CURVE RADIUS, NO LESS THAN 2 400 FEET BASED ON ASSEMBLIES AS NECESSARY TD PREVENT DAMAGE iD ROCK -ITY DESIGNATION (PERCENT) A 3 -JOINT AVERAGE (RANGE 2 DRILL PI EXISTING FACILITIES. UNITED STATES OF AMERICA BEFORE THE FEDERAL ENERGY REGULATORY COMMISSION In the matter of: Atlantic Coast Pipeline, LLC Docket Nos. CP15-554-000 PF 15-6-000 November 13, 2017 Dominion Transmission, Inc Docket Nos. CP 15-555-000 PF15-5-000 Atlantic Coast Pipeline, LLC and Piedmont Natural Gas Company Docket No. CP15-556-000 REQUEST FOR REHEARING, RESCISSION OF CERTIFICATE, AND STAY OF PROJECT BY THE PUBLIC INTEREST GROUPS PURSUANT TO Rule 713 of the Rules of Practice and Procedure of the Federal Energy Regulatory Commission ("Commission"), 18 C.F.R. § 385.713, now come the Public Interest Groups, by and through the undersigned counsel, with a request for a rehearing and rescission of the Commission's Order Issuing Certificates ("Order"), October 13, 2017, granting a conditional certificate to Dominion Resources and the other members of the joint venture (collectively, "Dominion."), under authorization under sections 7(b) and 7(c) of the NGA and Part 157 of the Commission's regulations to construct and operate the Atlantic Coast Pipeline ("ACP").' As part of this request, the Public Interest Groups seek a stay of the project. The ACP includes three compressor stations and at least 564 miles of pipeline across West Virginia, Virginia, and North Carolina. The ACP is owned by a joint venture of Dominion Resources, Inc., Duke 1 The Public Interest Groups seek rehearing, rescission, and stay of the Commission's Order because the environmental review underlying the conclusions in the Order fail to meet the requirements of the National Environmental Policy Act ("NEPA"), 42 U.S.C. 4321 ff., its implementing regulations, 40 C.F.R. Parts 1500 — 1508, NEPA guidance documents, and related Commission guidance documents, PURSUANT TO Commission Rule 212 at 18 C.F.R. § 385.212, NEPA at 42 U.S.C. § 4332, and the NEPA regulations at 40 C.F.R. § 1502.9, the Public Interest Groups further renew their motions to the Draft Environmental Impact Statement ("DEIS") on the ACP issued on December 30, 2016 in the above captioned dockets. STANDING The Public Interest Groups are not-for-profit corporations under the laws of North Carolina and Virginia law acting in the public interest, and community groups organized to protect the family and property of their members. The Public Interest Groups are North Carolina Waste Awareness and Reduction Network ("NC WARN"); Clean Water for North Carolina; the Blue Ridge Environmental Defense League ("BREDL"), and its chapters, Protect Our Water! (Faber, VA), Concern for the New Generation (Buckingham, VA), Halifax & Northampton Concerned Stewards (Halifax and Northampton, NC), No Pipeline Johnston County (Johnston, NC), Nash Stop the Pipeline (Spring Hope, NC), Wilson County No Pipeline (Kenly, NC), Sampson County Citizens for a Safe Environment (Faison, NC), No Fracking In Stokes (Walnut Cove, NC), and Cumberland County Caring Voices (Eastover, NC); Concerned Citizens of Energy Corporation, Piedmont Natural Gas Company, Inc. (now a wholly owned subsidiary of Duke Energy), and AGL Resources, Inc. 2 Tillery; the NC Alliance to Protect the People and the Places We Live; Beyond Extreme Energy; Triangle Women's International League for Peace and Freedom; Haw River Assembly; Winyah Rivers Foundation, Inc.; River Guardian Foundation; 350.org Triangle; and the Chatham Research Group. The Public Interest Groups and their members will be significantly affected and aggrieved by the proposed ACP. Many of the economic concerns and environmental impacts affecting the Public Interest Groups and their members have not been taken into consideration by the Commission in its issuance of the Certificate. Several of the Public Interest Groups, including but not limited to NC WARN and BREDL, are intervenors in this proceeding pursuant to Commission Notice Granting Late Interventions, November 8, 2016. As intervenors they have the ability to make motions to the Commission pursuant to Commission Rule 212, 18 C.F.R. § 385.212, and the present request for rehearing. Although the interests of the intervenors are more clearly stated in their respective motions to intervene, those same interests are held by each of the Public Interest Groups.2 On April 5, 2017, the Public Interest Groups filed Joint Comments by Public Interest Groups on Draft Environmental Impact Statement detailing flaws in the DEIS.3 Those comments and the comments from many other parties demonstrate the fundamental flaws in the Dominion application, the environmental documents, and the resulting Order. 2 FERC Accession Nos. 20160411-5055 and 20151109-5041. 3 Adopted herein by reference, FERC Accession No. 20170405-5307. 9 Fundamental due process demands an open and transparent comment process, one which is based on all the facts. The Public Interest Groups have further made several motions to supplement the DEIS based on new filings and new information.4 These motions are adopted herein by reference. STATEMENT OF RELEVANT FACTS On September 18, 2015, the ACP LLC filed an application under section 7(c) of the Natural Gas Act, requesting authorization to construct, own, and operate the ACP, including three compressor stations and at least 564 miles of pipeline across West Virginia, Virginia, and North Carolina. The ACP is owned by a joint venture of Dominion Resources, Inc., Duke Energy Corporation, Piedmont Natural Gas Company, Inc. (now a wholly owned subsidiary of Duke Energy), and AGL Resources, Inc. On October 2, 2015, the Commission filed its Notice of Application, providing additional details about the application and outlining the review process, and opportunities for public comment. The Commission has authority under NGA Section 7 (Interstate Natural Gas Pipelines and Storage Facilities) to issue a Certificate of Public Convenience and Necessity to construct a natural gas pipeline. As described in the Commission guidance manuals, environmental documents are required to describe the purpose and commercial need for the project, the transportation rate to be charged to customers, 4 Joint Motion to Rescind or Supplement DEIS, January 23, 2017, FERC Accession No. 20170124-5017; Supplement to Joint Motion To Rescind Or Supplement DEIS Based on New Filings, February 15, 2017, FERC Accession No. 20170215-0507; Joint Public Interest Groups 2nd Supplement to Motion to Rescind or Supplement DEIS Based on New Filings, July 17, 2017, FERC Accession No. 20170717-5145; Public Interest Groups' New Motion to Supplement DEIS Based on New Filings, October 9, 2017, FERC Accession No. 20171010-5108. 0 proposed project facilities, and how the company will comply with all applicable regulatory requirements.5 The applicants must evaluate project alternatives, identify a preferred route, and complete a thorough environmental analysis — including consultation with appropriate regulatory agencies, data reviews, and field surveys. The Commission is required to analyze the information provided by Dominion to determine if the project is one of public convenience and necessity. The purpose of the Commission's review is to reduce overbuilding of pipeline capacity in order to protect consumers and property owners. As part of its review process, the Commission prepares environmental documents, and in this case, a DEIS was prepared and released on December 30, 2016. As part of the release, the Commission provided a public comment period until April 6, 2017. Subsequently, the Commission scheduled "public comment sessions" in ten locations along the ACP route to allow for public comments. The public comment sessions and comment period were not on the completed application. The application was supplemented some eighteen times after the comment period on the DEIS was ended, another five times after the Final Environmental Impact Statement ("FEIS") was issued, and at least three times after Commission issued the Certificate.6 Many of these supplemental filings are not simply de minimus changes but are significant modifications to routes and impact analysis, including but not limited to: 5 Both the FERC Guidance Manual for Environmental Report Preparation (August 2002) and the Draft Guidance Manual for Environmental Report Preparation (December 2015) provide the minimum analysis required by the agency in preparing environmental documents. Neither guidance manual discusses the requirement to supplement environmental documents so the Commission must rely on NEPA guidance. 6 See Appendix A to Public Interest Groups' Second Supplement to Joint Motion to Rescind or Supplement DEIS Based on New Filings, July 17, 2017, FERC Accession No. 20170717-5145, for the 18 filings subsequent to the issuance of the DEIS. The additional a. route changes; b. archaeologic and cultural sites; c. historic properties in West Virginia, Virginia, and North Carolina; d. supplemental updates on compressor stations, metering and regulation station; e. steep slopes in West Virginia and Virginia; f. impacts of forest fragmentation on bird species; g. aquatic species removal; h. maps and analysis of non -jurisdictional facilities; i. engineering updates on horizontal directional drilling; j. river crossings; k. hydrofracture risks; I. cultural resources in West Virginia, including cemeteries; m. restoration plans for wetlands; n. considerations of soil, erosion, steep slopes; o. direct impacts on forested sites in West Virginia, Virginia, and North Carolina; p. impacts on streams and biotic resources; q. removal and relocation of aquatic species; and r. correspondence with state agencies and between state and federal agencies on water quality, air quality, wildlife resources, threatened and endangered species, and mitigation. This new information in multiple filings clearly supplements the information in the original application, the information supplied to FERC staff for their review, and any information available to intervenors and the public. 9 The FEIS was issued on July 21, 2017.7 The conditional Order sub judice was issued on October 13, 2017.8 Appendix A to the Order contains 73 conditions, ranging from ministerial to substantive requirements. CONCISE STATEMENT OF ALLEGED ERRORS I. The Commission failed to supplement its environmental documents as required by Federal statutes, implementing regulations, and guidance documents. II. The Commission in its Order fails to adequately justify the need for the project contrary to its own Certificate Policy Statement. III. The Commission in its Order utilizes an invalid standard for consideration of necessary state -issued permits and permissions. IV. The Commission in its Order and supporting environmental documents fails to adequately assess reasonably foreseeable greenhouse gas emissions and climate change impacts from the Project. V. The Commission in its Order fails to find that low-income, African-American, and Native American families in North Carolina will bear a disproportionate impact from the proposed pipeline. VI. The Commission in its Order and supporting environmental documents fails to adequately consider all reasonable direct and indirect impacts and cumulative FERC Accession No. 20170721-3017. 8 161 FERC ¶ 61,042; FERC Accession No. 20171013-4003. 7 impacts, including the upstream and downstream impacts associated with gas development and compressor stations. VII. The Commission in its Order ignores planned and reasonably foreseeable major expansions of the pipeline route and capacity, including the Piedmont Pipeline, expansion into South Carolina, and other route and capacity expansions. STATEMENT OF ISSUES The Public Interest Groups maintain that the Project is not in the public interest and that the Commission failed to meet its obligations under NEPA by authorizing the Project without properly preparing and evaluating environmental documents that appropriately assessed the Project's potentially significant impacts on the economy, human health, quality of life, and the environment. The Commission continues to err in concluding that the Project will not have a significant impact on the quality of the human environment; discounting the economic consequences; continuing to reject alternatives, including the no action alternative; and in failing to ensure the implementation of necessary measures to avoid significant adverse impacts from the Project. The Commission has not accurately assessed many factors that would affect this Project, including but not limited to the fundamental need for the pipeline, environmental justice considerations, impacts on climate, the impacts of expanding fracking, the cumulative impacts, and eminent domain. It is also evident that the approval of potentially devastating impacts does not take into account the significant damage that would be done over the long term even with the attempt to mitigate individual, immediate environmental concerns. Specifically, this is contrary the purpose of the 9 NEPA review, i.e., "to ensure that the agency has adequately considered and disclosed the environmental impact of its actions and that its decision is not arbitrary or capricious." Baltimore Gas & Electric Co. v. NRDC, 462 U.S. 87, 97-98, 103 S.Ct. 2246, 76 L.Ed.2d 437 (1983). The Commission's decision to grant a certificate to construct the ACP is a "major Federal action" within the meaning of the National Environmental Policy Act ("NEPA"), and any consideration of the certificate must be preceded by the preparation of an Environmental Impact Statement ("EIS"). Pursuant to 42 U.S.C. § 4332, environmental documents, including the DEIS under consideration, must address: "(i) the environmental impact of the proposed action, (ii) any adverse environmental effects which cannot be avoided should the proposal be implemented, (iii) alternatives to the proposed action, (iv) the relationship between the local short-term uses of the project as compared to the long term use of the land, and (v) any irreversible and irretrievable commitments of resources which would be involved in the proposed action should it be implemented." The principal case on the adequacy of environmental documents, Marsh v. Oregon Natural Resources Council, provides that under NEPA, "agencies [must] take a `hard look' at the environmental effects of their planned action."9 As discussed throughout these comments, the Commission's analysis in the DEIS for the proposed ACP fails to meet NEPA's standards in numerous ways: it fails to address all of the environmental impacts of the Project, effects that cannot be avoided, the alternatives to the proposed action, short-term versus long term impacts, and commitments of resources. The Public Interest Groups and other members of the public, and state and Federal agencies have raised substantial questions as to whether the Project will have 9 490 U.S. 360, 374, 109 S.Ct. 1851, 104 L.Ed.2d 377 (1989). 9 significant impacts on the human environment. The Order's lack of critical consideration of the deficient analysis in the DEIS and FEIS demonstrates that the Commission failed to take the requisite "hard look" at the Project's impacts, as required by NEPA. Each issue in support of the request for rehearing is provided below: I. The Commission failed to supplement its environmental documents as required by Federal statutes, implementing regulations, and guidance documents In the Order, ¶¶ 200-202, the Commission denied the motions of several commenters and intervenors, including those of the Public Interest Groups, claiming the massive, substantive new filings by Dominion significantly supplementing required the DEIS to be supplemented and reissued. The purposed two -prong test used by the Commission is summarized in ¶ 202: 202. As shown in the final EIS, the additional information submitted by the applicants between the issuance of the draft EIS and final EIS did not cause the Commission to make "substantial changes in the proposed action," nor did it present "significant new circumstances or information relevant to environmental concerns." The final EIS analyzed the relevant environmental information and recommended environmental conditions, which we are imposing in this order, that must be satisfied before the applicants may proceed with their projects. As noted above, the application was supplemented some eighteen times after the comment period on the DEIS was ended, another five times after the Final Environmental Impact Statement ("FEIS") was issued, and at least three times after Commission issued the Certificate. As shown below, the Commission's unsupported assertion that the additional information was not significant and did not cause the Commission to make changes to the project does not respond to the legal standard 10 whether the additional information required the Commission to supplement the environmental documents under NEPA. Pursuant to NEPA at 42 U.S.C. § 4332, and the rules promulgated under it implementing its procedural provisions, and specifically 40 C.F.R. § 1502.9(c)(1)(ii), the test is whether "[t]here are significant new circumstances or information relevant to environmental concerns and bearing on the proposed action or its impacts." As such, the Commission is required to supplement the DEIS after receiving the new filings. Rules promulgated by the Council on Environmental Quality pursuant to NEPA provide mandatory guidance to all Federal agencies on the preparation of environmental statements. 40 CFR 1502.9(c)(1)(ii) specifically addresses the obligation of the agencies to supplement to the environmental statements, stating: (c) Agencies: (1) Shall prepare supplements to either draft or final environmental impact statements if: (i) The agency makes substantial changes in the proposed action that are relevant to environmental concerns; or (ii) There are significant new circumstances or information relevant to environmental concerns and bearing on the proposed action or its impacts. (emphasis added). Granted there may no doubt be filings with only de minimus changes, but this has not been the case herein. As shown above, the new filings by Dominion throughout the application review process are squarely within the mandates of this rule. The information is significant and directly relevant to environmental concerns and impacts addressed in the DEIS, and after review by the agency staff, and 11 public and state and Federal agency review, the information in the new filings are likely to have a bearing on the Commission's action. The information in new filings is both substantive and relevant, fitting clearly under the provisions of 40 CFR 1502.9(c)(1)(ii). Therefore, agency staff and the Commission are required to review the new information and supplement the DEIS, with a new public comment process, including new public comment sessions. Case law on the agency's requirement to supplement an environmental document is clear. New information causes environmental documents to be supplemented, even after the environmental document has been completed and the agency action taken. In its review of one action, the Court found there "are significant new circumstances or information relevant to environmental concerns and bearing on the proposed action or its impacts." Norton v. Southern Utah Wilderness Alliance, 542 U.S. 55 (2004) (new study of use of park lands). Of course, not all new information is significant or relevant; but the Commission is required to take a "hard look" at the new information and after review, incorporate the new information into the relevant environmental documents. As discussed in Marsh v. Oregon Natural Resources Council, 490 U.S. 360, 109 S.Ct. 1851, 104 L.Ed.2d 377 (1989), The parties are in essential agreement concerning the standard that governs an agency's decision whether to prepare a supplemental EIS. They agree that an agency should apply a "rule of reason," and the cases they cite in support of this standard explicate this rule in the same basic terms. These cases make clear that an agency need not supplement an EIS every time new information comes to light after the EIS is finalized. To require otherwise would render agency decisionmaking intractable, always awaiting updated information only to find the new information outdated by the time a decision is made. On the other hand, and as the petitioners concede, NEPA does require that agencies take a "hard look" at the environmental effects of their planned action, even after a proposal has received initial approval. 12 The Court endorsed the "hard look" at new information even after a proposal had received its initial approval, and permit, from the agency. "When new information is presented, the agency is obligated to consider and evaluate it and to make a reasoned decision as to whether it shows that any proposed action will affect the environment in a significant manner not already considered."10 The Public Interest Groups believe the mandate for a full analysis of the "public convenience and necessity" for pipelines involves public and state and Federal agency comments on a complete application. The new, late -filed information from Dominion is relevant and significant, directly concerning many of the environmental issues the Commission is required to review and fully analyze. The burden is on the Commission to allow the full investigation of the environmental risks and costs associated with the ACP, including all new and supplemental information. This goes far beyond the "we didn't change our mind" rationale provided in the Order. It is apparent Dominion's practice is to frequently supplement its application without regard for an orderly process and by flaunting Commission and NEPA rules. This has been condoned by the Commission in its failure to supplement its environmental documents, and allow public review and comment. II. The Commission in its Order fails to adequately justify the need for the project contrary to its own Certificate Policy Statement. In its needs determination, the Commission relies almost completely on precedent agreements as generally the best evidence for determining market need. The 10 Ibid., 490 U.S. at 374; also endorsed by the Court in Arkansas Wildlife v. U.S. Army Corps, 431 F.3d 1096 (Fed. 8th Cir., 2005). 13 Commission's rationale for the need for the Project is almost entirely based on affiliate transaction, one of the owners of the Project selling to itself. This is contrary to the Commission's own policy statement regarding new natural gas pipelines, which established a policy determining economic need that allowed the applicant to demonstrate need relying on a variety of factors, including "environmental advantages of gas over other fuels, lower fuel costs, access to new supply sources or the connection of new supply to the interstate grid, the elimination of pipeline facility constraints, better service from access to competitive transportation options, and the need for an adequate pipeline infrastructure."11 As Commissioner LaFleur notes in her dissent, "the Commission's implementation of the Certificate Policy Statement has focused more narrowly on the existence of precedent agreements."12 The end use of the natural gas is a crucial measure of need. In the present matter, Dominion "estimates that 79.2 percent of the gas will be transported to supply natural gas electric generation facilities, 9.1 percent will serve residential purposes, 8.9 percent will serve industrial purposes, and 2.8 percent will serve other purposes such as vehicle fuel."13 Dominion and Duke Energy, and its affiliate Piedmont, are the major owners and investors in the Project, yet will at the same time be the major beneficiaries of it. 11 Statement of Policy, PL99-3-000 88 FERC ¶ 61,227, www.ferc.,qov/leqal/mai-ord-req/PL99-3-OOO.pdf, as clarified in PL99-3-001,www.ferc.gov/leqal/mai-ord-req/PL99-3-001.pdf, and PL99-3-002 www.ferc.gov/leqal/mai-ord-req/PL99-3-002.pdf 12 Certificate, Dissent, page 4 13 ACP FEIS at 1-3. 14 In their Joint Comments, pages 17 — 53, the Public Interest Groups present arguments the Commission's approval of the need for the project.14 In summary, the Commission failed because: a. it did not compare the expressed needed for the project to the "no action" alternative; b. it did not rigorously explore or objectively evaluate reasonable alternatives; c. it failed to provide a higher level of scrutiny for the affiliate transactions; and d. it condoned the shifting of all economic risk from shareholders to ratepayers. In addition the Commission failed to include in its analysis that: e. natural gas companies have a history of overearning on pipelines; f. natural gas companies have a history of overbuilding pipelines; and g. existing pipelines are underutilized. One of the crucial alternatives to the gas transmission pipeline, renewable energy, was summarily dismissed by the Commission in its Order, ¶ 57: With respect to the use of existing infrastructure or new renewable generation to meet the project's need, our environmental review considered the potential for energy conservation and renewable energy sources, and the availability of capacity on other pipelines, to serve as alternatives to the ACP Project and concluded that they do not presently serve as practical alternatives to the project. Thus, contrary to commenters' assertions, we are not persuaded that authorization of the ACP Project would lead to the overbuilding of pipeline infrastructure. As shown below, all upstream and downstream impacts, such as impacts on the climate, families living along the line, and the environment were demonstrably flawed in the Commission's environmental documents it relied on to issue the Certificate. In 14 It is the understanding of the Public Interest Groups at least one of the other intervenors are presenting more complete arguments on the Order's failure to adequately address the need for the project. The Public Interest Groups join in those arguments by reference. 15 assessing the need for the project, the Commission selectively chose beneficial data points supporting its conclusion, with analysis or due consideration. III. The Commission in its Order utilizes an invalid standard for consideration of necessary state -issued permits and permissions. The Order sub judice is conditional on future actions by North Carolina and the other states on various state -issued permits and permissions. The Commission's erroneous standard for necessary state -issued permits and permissions is both problematic and overreaching. The Order, ¶324, attempts to assert an extremely broad range of Federal preemption over matters that clearly are within the various state's jurisdictions: 324. Any state or local permits issued with respect to the jurisdictional facilities authorized herein must be consistent with the conditions of this order. The Commission encourages cooperation between interstate pipelines and local authorities. However, this does not mean that state and local agencies, through application of state or local laws, may prohibit or unreasonably delay the construction or operation of facilities approved by this Commission. The authorities cited by the Commission in footnote 464 in support of this assertion are not germane to the decisions North Carolina and the states are required to make regarding the 401 water quality certification, erosion and sedimentation permits, and air quality permits. The relevant case giving North Carolina and the other states the ability to make permit decisions which may have the effect of stopping a pipeline is Constitution Pipeline Co. v. New York State Department of Environmental Conservation, No. 16- 1568 (2d Cir. 2017) in which the court makes it clear a state can deny a 401 water quality certification of a pipeline if the project does not meet state standards. The M2 Commission ignores this case and maintains its decision is the only decision that matters. To the contrary, the Commission can only issue a permit for a pipeline project until after the state makes its decisions on water quality, erosion control, and crucial to this project, the air quality permit for the proposed compressor station in North Carolina. IV. The Commission in its Order and supporting environmental documents fails to adequately assess reasonably foreseeable greenhouse gas emissions and climate change impacts from the Project. As demonstrated in April 5, 2017 Joint Comments by Public Interest Groups on Draft Environmental Impact Statement, pages 87 — 101, and through comments from many other parties, the application, the environmental documents, and the Order were flawed as each discounted the greenhouse gas emissions and impact on the climate crisis from the proposed pipeline.15 In its Order, ¶ 296, the Commission acknowledges this: 296. Interveners and commenters also assert that the Commission must consider the impacts on climate change as a result of the end-use consumption of the natural gas transported by the pipeline. The Commission then proceeds to outline its inadequate analysis of the impacts of the proposed pipeline on the climate and addresses Sierra Club's motion regarding the inadequacies in the analysis.16 However, in light of the recent decision by the D.C. Circuit Court of Appeals in Sierra Club v. FERC, (D.C. Cir. 2017), the Commission must revisit its superficial 15 FERC Accession No. 20170405-5307. 16 The Public Interest Groups support the Sierra Club's motion on September 18, 2017, Notice of New Authority and Request for Supplemental Environmental Impact Statement for the Atlantic Coast Pipeline and Supply Header Project. FERC Accession No. 20170918-5043. Discussed in the Order, ¶¶ 299-304, 307. 17 impacts analysis to fully address the greenhouse gas emissions and climate impacts. In that case, the Court concluded We conclude that the EIS for the Southeast Market Pipelines Project should have either given a quantitative estimate of the downstream greenhouse emissions that will result from burning the natural gas that the pipelines will transport or explained more specifically why it could not have done so. As we have noted, greenhouse -gas emissions are an indirect effect of authorizing this project, which FERC could reasonably foresee, and which the agency has legal authority to mitigate. See 15 U.S.C. § 717f(e). The EIS accordingly needed to include a discussion of the "significance" of this indirect effect, see 40 C.F.R. § 1502.16(b), as well as "the incremental impact of the action when added to other past, present, and reasonably foreseeable future actions," see WildEarth Guardians, 738 F.3d at 309 (quoting 40 C.F.R. § 1508.7). Quantification would permit the agency to compare the emissions from this project to emissions from other projects, to total emissions from the state or the region, or to regional or national emissions -control goals. Without such comparisons, it is difficult to see how FERC could engage in "informed decision making" with respect to the greenhouse -gas effects of this project, or how "informed public comment" could be possible. The Commission's analysis does not provide the quantified comparisons to provide it with enough information for "informed decision making." The environmental documents the Commission relies on are inadequate and do not provide the climate impacts from methane leaking and venting throughout the natural gas infrastructure, from well head to burn point, including the pipeline and the compressor stations. In its Order, the Commission does not adequately evaluate the potential impacts of, alternatives to, and mitigation measures for the proposed project on greenhouse gas ("GHG") emissions, public health, and the impacts of climate change. In its environmental documents, the Commission utilizes an outdated global warming potential ("GWP") value for methane. Due to its short lifetime in the atmosphere - 12.4 years - the GWP of methane should be calculated using the 20 -year `; timeframe, which makes it 86 times as potent as carbon dioxide. Thus, relative to carbon dioxide, methane has much greater climate impacts in the near term than in the long term, and yet the Commission does not address it in any way in its Order. The Commission has promulgated its own in-house guidance on the preparation of environmental documents. The most recent is the 2017 guidance document and it begins to add issues relating to climate change into the environmental analysis of a project." In preparing environmental documents, FERC staff are required to assess GHG emissions and: GHG emissions should include the emission categories and/or methodologies described in the most current version of the CEQ's guidance on GHG emissions and climate change, as applicable. Guidance Document, p. 4-123. It is clear from the Order and the supporting application and environmental documents, the Commission did not demand this analysis from Dominion or its own staff, and did not follow the tenets of the 2017 guidance document. As acknowledged by the Commission in its DEIS (and surprisingly dropped in the Order), the White House Council on Environmental Quality ("CEQ") issued its "Final Guidance for Federal Departments and Agencies on Consideration of Greenhouse Gas Emissions and the Effects of Climate Change in National Environmental Policy Act Reviews," ("CEQ final guidance") on August 1, 2016, which outlines the analyses and documentation of GHG emissions and climate change impacts that agencies should include to facilitate compliance with existing NEPA requirements. In the DEIS, the Commission states that "[a]s recommended in this new guidance, to the extent " February 2017 Draft Guidelines: https://www.ferc.,qov/industries/qas/enviro/quidelines/quidance- manual-volume-1.pdf ; August 2002 Guidelines: https://www.ferc.gov/industries/qas/enviro/quidelines/guidance-manual-volume-1.pdf 19 practicable, the FERC staff has presented the direct and indirect GHG emissions associated with construction and operation of the projects and the potential impacts of GHG emissions in relation to climate change." In the Order, the Commission abandons this position and provides only a thin rationale for its conclusion. The CEQ final guidance, which addresses compliance with existing NEPA obligation, explicitly states that this purported reasoning - that a particular project has a small contribution to emissions relative to global emissions - is not an appropriate excuse to avoid fully assessing the GHG impacts of a project, as follows: Climate change results from the incremental addition of GHG emissions from millions of individual sources, which collectively have a large impact on a global scale. CEQ recognizes that the totality of climate change impacts is not attributable to any single action, but are exacerbated by a series of actions including actions taken pursuant to decisions of the Federal Government. Therefore, a statement that emissions from a proposed Federal action represent only a small fraction of global emissions is essentially a statement about the nature of the climate change challenge, and is not an appropriate basis for deciding whether or to what extent to consider climate change impacts under NEPA. Moreover, these comparisons are also not an appropriate method for characterizing the potential impacts associated with a proposed action and its alternatives and mitigations because this approach does not reveal anything beyond the nature of the climate change challenge itself: the fact that diverse individual sources of emissions each make a relatively small addition to global atmospheric GHG concentrations that collectively have a large impact. 18 The CEQ final guidance also lists various appropriate methodologies for analyzing the greenhouse gas emissions of a project, stating that "[q]uantification tools are widely available, and are already in broad use in the Federal and private sectors, by state and local governments, and globally." In fact, CEQ provides a compilation of GHG accounting tools, methodologies, and reports, none of which were apparently utilized by the Commission in preparing its Order. 18 CEQ final guidance at 10-12. 20 Additionally, even if "no standard methodology" is available, as the Commission claims, the CEQ final guidance states that this is not a valid excuse for failing to assess impacts and that, at a minimum, a qualitative analysis must be performed. It states as follows: "When an agency determines that quantifying GHG emissions would not be warranted because tools, methodologies, or data inputs are not reasonably available, the agency should provide a qualitative analysis and its rationale for determining that the quantitative analysis is not warranted."19 The CEQ final guidance also states that agencies should quantify a proposed agency action's projected direct and indirect GHG emissions. The final guidance explains how the scope of the proposed action should be considered: "In order to assess effects, agencies should take account of the proposed action — including "connected" actions — subject to reasonable limits based on feasibility and practicality. (Actions are connected if they: (i) Automatically trigger other actions which may require environmental impact statements; (ii) Cannot or will not proceed unless other actions are taken previously or simultaneously, or; (iii) Are interdependent parts of a larger action and depend on the larger action for their justification). Activities that have a reasonably close causal relationship to the Federal action, such as those that may occur as a predicate for a proposed agency action or as a consequence of a proposed agency action, should be accounted for in the NEPA analysis." In the Order, the Commission fails to follow the requirements of NEPA as explained in the directives of the CEQ final guidance and its own 2017 guidance document. The Commission states that "induced or additional natural gas production is not a 'reasonably foreseeable' indirect effect resulting from the proposed ACP and the EEP, and this topic need not be addressed in this EIS," and that "the environmental effects resulting from natural gas production are not linked to or caused by a proposed 19 CEQ final guidance at 13. 21 pipeline project." In fact, the CEQ final guidance provides an example of the types of impacts that should be considered specifically for resource extraction projects: For example, NEPA reviews for proposed resource extraction and development projects typically include the reasonably foreseeable effects of various phases in the process, such as clearing land for the project, building access roads, extraction, transport, refining, processing, using the resource, disassembly, disposal, and reclamation.20 More broadly, the Commission must analyze the possibility that additional natural gas infrastructure will lock -in fossil fuel use for decades to come and discourage or prevent the construction of carbon -free energy sources, which has significant implications for the climate. Because the construction and operation of new interstate natural gas infrastructure approved by Commission ultimately contributes to, or facilitates, increased GHG emissions into the atmosphere, the Commission must fully evaluate these impacts, compare alternatives, and develop mitigation measures to address such emissions. The Commission's duty to analyze the lifecycle GHG emissions and the climate change implications of such emissions is required by NEPA, and is supported by recent case law interpreting NEPA in the context of climate change, CEQ's recently issued final guidance, and the Commission's own 2017 guidance document. The Order fails by not adopting a full suite of mitigation measures analyzed to determine the ultimate impact of the project. The Commission must therefore revise its Order and require Dominion to include specific actions that will be taken to reduce or prevent GHG emissions, with the detailed plans for carrying out those actions, including proposed timelines, and the ultimate impacts. As stated above, the new environmental 20 CEQ final guidance at 14. 22 document is required to take a much broader range of direct, indirect, and cumulative impacts resulting from the ACP project to fully comply with NEPA, and it must use this information to develop alternatives and implement mitigation strategies for those impacts. V. The Commission in its Order fails to find that low-income, African-American, and Native American families in North Carolina will bear a disproportionate impact from the proposed pipeline. . The Commission in its Order does not adequately address sociological and demographic issues related to environmental justice.21 The Commission even begins its discussion in ¶¶ 253 — 257 with an unsupported statement that it does not to comply with the Executive Order 1289822 requiring it to do so. 253. Executive Order 12898 requires that specified federal agencies make achieving environmental justice part of their missions by identifying and addressing, as appropriate, disproportionately high and adverse human or environmental health effects of their programs, policies, and activities on minorities and low income populations. The Commission is not one of the specified agencies and the provisions of Executive Order 12898 are not binding on this Commission. Nonetheless, in accordance with our usual practice, the final EIS addresses this issue. The Order purports to include an environmental justice analysis supported by the FEIS, pages 4-511 — 4-515, but offers no factual basis for its conclusion. Most of its summary analysis centers on the impacts of air emissions and dust near the compressor station. More important, the Commission fails to provide 21 The U.S. Environmental Protection Agency ("EPA") defines "environmental justice" as "the fair treatment and meaningful involvement of all people regardless of race, color, national origin, or income, with respect to the development, implementation, and enforcement of environmental laws, regulations, and policies." www.epa..qov/environmentaloustice/learn-about-environmental-justice 22 Executive Order 12898, "Environmental Justice for Low Income & Minority Populations," 1994. www.archives.gov/files/federal-register/executive-orders/pdf/l2898.pdf 23 any factual support for its conclusion in ¶ 257, that the minority communities will not be significantly impacted by the project: 257. In response to comments regarding specific environmental health concerns of minority communities, including African-American populations, the final EIS considered in greater detail the potential risks of impacts falling on these communities, and what those effects would be. Due to construction dust and compressor station emissions, African-American populations near ACP and Supply Header projects could experience disproportionate health impacts due to higher rates of asthma within the overall African-American community. However, health impacts from construction dust would be temporary, localized, and minor. Health impacts from compressor station emissions would be moderate because, while they would be permanent facilities, air emissions would not exceed regulatory permittable levels. While the final EIS discusses the potential for the risk of impacts to fall disproportionately on minority communities, it further notes that, in relation to comments received regarding Compressor Station 2's effects on African-Americans, the census tracts around the station are not designated as minority environmental justice populations. Therefore, by following the methodology outlined above, the final EIS concludes, and we agree, that the projects will not result in disproportionately high and adverse impacts on environmental justice populations as a result of air quality impacts, including impacts associated with the proposed Compressor Station 2. Further, no disproportionately high and adverse impacts on environmental justice populations as a result of other resources impacts will be expected as a result of the projects. Contrarily, the Public Interest Groups in their Joint Comments, pages 65 — 71, produced quantified, fact -based analysis showing the proposed pipeline would have a disproportionate impact on low-income, African-American, and Native American families in North Carolina. This is supported by the determination in the FEIS that acknowledges that more than half of North Carolina counties are below the median income for the state, and notes that "[t]wenty-seven of the 42 census tracts in North Carolina within a 1 -mile radius of ACP facilities have a higher percentage of persons living below poverty - level when compared to the state." This fact, by itself, indicates that the route chosen creates disproportionate impact of the pipeline on low income residents, and therefore 24 contradicts the DEIS conclusion that "no environmental justice populations are impacted." Similarly in its mention of environmental justice impacts at the compressor station in Buckingham County, Virginia, the Commission failed to analyze the impacts on the African-American population in close proximity to the station. Order¶ 255 concludes that since the adverse impacts affect everyone along the route, it does not matter that some of the affected communities around the compressor station are predominately African- American: 255. The construction and operation of the proposed facilities would affect a mix of racial/ethnic and socioeconomic areas in the ACP and Supply Header project area. However, not all impacts identified in the final EIS would affect minority or low-income populations. The primary adverse impacts on the environmental justice communities associated with the construction of projects would be the temporary increases in dust, noise, and traffic from project construction. These impacts would occur along the entire pipeline route and in areas with a variety of socioeconomic background. We also received numerous comments expressing concern about minority and low income communities near the proposed Compressor Station 2 in Buckingham County, Virginia. Based on the methodology used in the final EIS, of the three census tracts within one mile of Compressor Station 2, one is a designated low-income community, and none of the tracts were designated as minority environmental justice populations. The Commission, relying on the FEIS, page 4-513, just scanned the three census blocks around the compressor station site, ignoring the immediate community of Union Hill. Data shows 85 per cent of adjoining landowners are African-American but the use of census blocks dilutes the impact on these families. On the other end, reliance on adjacent census blocks does not adequately address the health and safety impacts on all the families within the several -mile radius affected by the compressor station. 25 The FEIS analysis of minority populations is remarkable in its contorted logic used minimize the relative impact on people of color. It notes that "[i]n North Carolina, minorities comprise 30.5 percent of the total population. The percentage of minorities in the North Carolina census tracts within one mile of ACP ranges from 12.5 to 95.5 percent. In 13 of the 42 census tracts, the minority population is meaningfully greater than that of the county in which it is located." The Commission uses this result to reinforce its conclusion that there are no disproportionate impacts on environmental justice populations. Remarkably, unlike using poverty data in census tracts within one mile of the pipeline corridor to compare to the state as a whole, the Commission's study only compares minority population percentages in census tract near pipeline with the percentage of minorities in the county in which this occurs. As most of the North Carolina counties along the proposed ACP corridor have minority populations significantly above the state average this greatly minimizes the apparent disproportionality in minorities impacted. As noted in the Joint Comments of the Public Interest Groups, Northampton County, for instance, is 58 percent African-American, compared to a state average of 22 percent. A comparable analysis to disproportionate impacts on low income residents would use a comparison to state minority populations, and would result in a dramatically different conclusion. Environmental justice analyses are mandatory in Federal environmental documents, but there is no standard method for computing disproportionate impacts. As such, the research community has long raised concerns about potential misapplication M of methods or tailoring of methods to support a predetermined outcome.23 The environmental justice section of the FEIS that the Commission uses as its rationale for its conclusions is an example of such misapplication. The Commission fails to conduct any serious credible analysis of environmental justice without any basis or even minimal quantification. In its lack of understanding of the simple term "disproportionate," the Commission asserts that because impacts may be happening in low population areas, fewer people would be hurt and therefore they cannot see evidence of disproportionate impact. As noted above, the Commission in Order ¶ 255 concludes "[t]hese impacts would occur along the entire pipeline route and in areas with a variety of socioeconomic background." Just because there is a low population concentration does not mean that people of low income or people of color would not be disproportionately impacted. In fact, in comparing the current ACP corridor to earlier proposed ACP routes, it is clear that the pipeline has been moved to areas of greater poverty and more people of color. In addition to the fundamental flaws in the methodology used by the Commission, the analysis fails to identify the major impacts on Native American populations living along the preferred pipeline route. As noted in the Joint Comments, data shows that in North Carolina alone, approximately 30,000 Native Americans live in census tracts along the route. This number represents one quarter of the state's Native American 23 Rose, L., et al., Environmental Justice Analysis: How Has It Been Implemented in Draft Environmental Impact Statements?, Environmental Practice 7, 235-245 (2005); Hartell, A. Methodological challenges of environmental justice assessments for transportation projects, Transportation Research Record: Journal of the Transportation Research Board, 21-29 (2007); Holifield, R. Environmental Reviews and Case Studies: Accounting for Diversity in Environmental Justice Screening Tools: Toward Multiple Indices of Disproportionate Impact, Environmental Practice 16, 77-86 (2014); Liang, J. Defining Environmental Justice Communities for Regulatory Enforcement: Implications from a Block - Group - Level Analysis of New York State, Review of Policy Research 33, 666-685 (2016). 27 population and one percent of the entire Native American population of the U.S. The Commission's environmental justice analysis is silent on this issue, but instead concludes that the preferred route has no disproportionate impacts on minority communities. It draws this conclusion by counting up the number of census tracts with "meaningfully greater" minority populations than the county in which it they are located. Failure of the environmental justice analysis to detect these impacts is based on at least two flaws in the method. The Commission apparently recognized the inadequacies in the environmental documents by including a condition on the Certificate requiring consultation between Dominion and four of the Indian tribes with significant populations along the route. Condition 56. Atlantic and DETI shall not begin construction of the ACP and Supply Header projects facilities or use of contractor yards, ATWS, or new or to -be -improved access roads until: a. Atlantic files with the Secretary documentation of communications with the Lumbee Indian Nation, Coharie Tribal Council, Haliwa-Saponi Tribe, and the Meherrin Tribe regarding traditional tribal sites, including natural resources gathering locations in the project area; b. Atlantic and DETI file with the Secretary: i. all survey reports, evaluation reports, reports assessing project effects, and site treatment plans, and cemetery avoidance treatment plans, ii. comments on all reports and plans from the Pennsylvania, West Virginia, Virginia, and North Carolina SHPOs, the MNF, GWNF, and NPS, as well as any comments from federally recognized Indian tribes, and other consulting parties, as applicable; and iii. revised Unanticipated Discovery Plans that include tribal contact information for those tribes that request notification following postreview discovery of archaeological sites, including human remains, during project activities; c. the ACHP is afforded an opportunity to comment if historic properties will be adversely affected; and d. the FERC staff reviews and the Director of OEP approves the cultural resources reports and plans, and notifies Atlantic and DETI in writing that treatment plans/mitigation measures (including archaeological data recovery) may be implemented and/or construction may proceed. All material filed with the Commission that contains location, character, and ownership information about cultural resources must have the cover and M any relevant pages therein clearly labeled in bold lettering "CUI//PRIV — DO NOT RELEASE." (Section 4.10.7) This consultation on tribal sites, and cultural and environmental resources known both profoundly and intimately by the members of the Indian tribes should have occurred as part of the review process, not as an afterthought. 18 C.F.R. § 2.1c(e) states (e) The Commission, in keeping with its trust responsibility, will assure that tribal concerns and interests are considered whenever the Commission's actions or decisions have the potential to adversely affect Indian tribes or Indian trust resources. The consultation should have taken place between the tribal councils and the Commission, or at least with FERC staff, rather than with the developers of the project. As noted above, the insights by the tribal councils as well as comprehensive "unanticipated discovery" plans should have been included in the application, and become a consideration in the preparation of the DEIS. The summary analysis in the environmental documents takes a single, interstate project and breaks it down into a series of county -level projects for evaluating impacts on minorities. In doing so, the analysis masks large disproportionate impacts on minority populations, particularly Native American and African-Americans populations along the route. Regardless if the Commission maintains the public benefits of the Project are realized at the regional scale and not necessarily in the counties or census tracts adjoining the pipeline route, the impacts are localized. For these reasons, the Commission should demand a new environmental justice analysis based on demographic data that considers the nature of this pipeline as a single, interstate project and considers reference populations more carefully. This analysis should become part of the supplement DEIS, and open for public review and comment. 29 VI. The Commission in its Order and supporting environmental documents fails to adequately consider all reasonable direct and indirect impacts and cumulative impacts, including the upstream and downstream impacts associated with gas development and compressor stations. In addition to the environmental justice and climate impacts described above the Order fails to adequately consider all reasonable direct and indirect impacts and cumulative impacts, including those impacts associated with fracking gas development and compressor stations. In analyzing the potential impacts of its approval of the ACP, the Commission must consider the indirect effects of shale gas development. Indirect effects are "caused by the action and are later in time or farther removed in distance, but are still reasonably foreseeable.... Indirect effects are defined broadly, to `include growth inducing effects and other effects related to induced changes in the pattern of land use, population density or growth rate, and related effects on air and water and other natural systems, including ecosystems. 11,24 For several years, however, the Commission has categorically refused to consider induced gas development as an indirect effect of pipeline projects such as the ACP. The Commission first claims that gas drilling and pipeline projects are not "sufficiently causally related" to warrant a detailed analysis.25 Then the Commission claims that even if gas drilling and pipeline projects are sufficiently causally related, the potential environmental impacts of the gas development are not "reasonably 24 Natural Res. Def. Council v. U.S. Army Corps ofEng'rs, 339 F. Supp. 2d 386, 404 (S.D.N.Y. 2005) (quoting 40 C.F.R. § 1508.8(b)). 25 Nat'l Fuel Gas Supply Corp., 150 FERC ¶ 61,162, at P 44 (2015). 30 foreseeable" as contemplated by CEQ's NEPA regulations. The Commission's erroneous position is reiterated in the Order, ¶ 289: 289. With respect to the argument that the Commission must analyze the environmental impacts associated with the upstream production of natural gas that may be induced by the approval of ACP and Supply Header projects, as we have previously concluded, the environmental effects resulting from natural gas production are generally neither caused by a proposed pipeline (or other natural gas infrastructure) project nor are they reasonably foreseeable consequences of our approval of an infrastructure project, as contemplated by CEQ regulations. A causal relationship sufficient to warrant Commission analysis of the non -pipeline activity as an indirect impact would only exist if the proposed pipeline would transport new production from a specified production area and that production would not occur in the absence of the proposed pipeline (i.e., there will be no other way to move the gas). To date, the Commission has not been presented with a proposed pipeline project that the record shows will cause the predictable development of gas reserves. In fact, the opposite causal relationship is more likely, i.e., once production begins in an area, shippers or end users will support the development of a pipeline to move the produced gas. Given the comments in this docket, this position is irrational, arbitrary, and capricious. In their Joint Comments, pages 108 - 114, the Joint Intervenors cite government and industry sources showing how the development of a new pipeline leads to additional fracking. It is clear the activities permitted under the Certificate plausibly induce new natural gas production since new pipelines will be made available to transport fracked gas, an indirect impact related to the issuance of the Certificate. Therefore, it seems reasonable for the Commission to conduct NEPA analyses of the upstream development that would likely occur due to its certificate approvals. Courts have said that an agency must consider something as an indirect effect if the agency action and the effect are "two links of a single chain.1126 It cannot be disputed that gas development and infrastructure that transports 26 Sylvester v. U.S. Army Corps of Eng'rs, 884 F.2d 394, 400 (9th Cir. 1989). 31 that gas are "two links of a single chain." If new infrastructure is not built, prices drop, new production slows, well shut-ins occur, and the attendant environmental and social impacts of drilling are reduced or eliminated. Shale gas development is not only causally related to construction of the ACP, but is also reasonably foreseeable. An indirect effect is "reasonably foreseeable" if it is "sufficiently likely to occur that a person of ordinary prudence would take it into account in reaching a decision .1127 "[W]hen the nature of the effect is reasonably foreseeable but its extent is not, [an] agency may not simply ignore the effect. 1128 "Agencies need not have perfect foresight when considering indirect effects, effects which by definition are later in time or farther removed in distance than direct ones."29 Here, additional shale gas drilling is sufficiently likely to occur that a person of ordinary prudence would take it into account when assessing the impact of the project on the environment. Moreover, the Commission is well aware of the nature of the effects of shale gas development and, therefore, may not ignore those effects. In addition to considering the direct and indirect effects of the project, the Commission must also consider cumulative impacts, especially in the Marcellus play in Pennsylvania and West Virginia.30 A cumulative impact is: "The impact on the environment which results from the incremental impact of the action when added to other past, present, and reasonably foreseeable future actions regardless of what agency (Federal or non -Federal) or person undertakes 27 Sierra Club v. Marsh, 976 F.2d 763, 767 (1st Cir. 1992). 28 Mid States Coal. for Progress v. Surface Transp. Bd., 345 F.3d 520, 549 (8th Cir. 2003) (emphasis in original); see also Habitat Educ. Ctr. v. U.S. Forest Serv., 609 F.3d 897, 902 (7th Cir. 2010). 29 WildEarth Guardians v. U.S. Office of Surface Mining, 104 F. Supp. 3d 1208, 1230 (D. Colo. 2015). 30 40 C.F.R. § 1508.7. 32 such other actions. Cumulative impacts can result from individually minor but collectively significant actions taking place over a period of time." Cumulative impact analyses that contain "cursory statements" and "conclusory terms" are insufficient.31 The Commission's cumulative impact analysis for the ACP is insufficient because it is needlessly and impermissibly restrictive both in terms of time and geography and relies on cursory statements and conclusory terms that seek to minimize impacts to an array of environmental resources. Conclusory statements are not analysis of the impacts. The Commission's cumulative impacts analysis is fatally flawed because it substantially limited the analysis area to the vicinity of the ACP pipeline and associated facilities. The Commission should have broadened the scope to consider cumulative impacts on water resources and wetlands. The Commission also should have selected analysis areas for vegetation, land use, and wildlife that were rationally connected to those particular resource areas. Demographic data of the ACP route and alternative routes would have provided the necessary information to make conclusions on the cumulative and disproportionate impacts on sensitive populations. The cumulative impacts of the pipeline include impacts in the blast zone32, the evacuation zone, and any local government zoning on public and private property. The blast zone is also referred to as the "incineration zone" or "potential impact radius." Surprisingly the 660 -foot blast zones used by Dominion in its application, and adopted 31 Delaware Riverkeeper Network v. F.E.R.C., 753 F.3d 1304, 1319-20 (D.C. Cir. 2014); see also Natural Resources Defense Council v. Hodel, 865 F.2d 288, 298 (D.C. Cir. 1988) (although "FEIS contains sections headed `Cumulative Impacts,' in truth, nothing in the FEIS provides the requisite analysis," which, at best, contained only "conclusory remarks"). 32 See Stephens, M. J., A Model for Sizing High Consequence Areas Associated with Natural Gas Pipelines, C-FER Technologies, (2000). 33 by the Commission in the Order are significantly narrower than the 943 foot radius as determined by established modelling procedures. This draws into serious question the accuracy of the high consequence areas ("HCAs") designations, and their scope and impact. Compressor stations are of particular concern because of their impacts. The Order fails to address the cumulative impacts of compressor stations and related control stations and further fails to acknowledge the presence of an existing compressor station at Pleasant Hill in close proximity to the proposed Compressor Station 3 in Northampton County. In addition, there are two major Title V facilities close by releasing significant particulate and formaldehyde emissions, the Georgia-Pacific paper plant, less than two miles west of the proposed Compressor Station 3, and the Enviva Wood Pellet Plant approximately four miles to the southwest of the proposed compressor station. One of the major sources of GHG emissions is from the compressor stations, along with metering and regulating stations and valve control stations. Compressor stations generally run 24 hours per day, 365 days a year, and are not very efficient, with the majority of fuel burned producing only pollution and heat. Problems include: • High amounts of pollution are emitted, including sulfur dioxide, carbon monoxide, hazardous air pollutants, greenhouse gases, and particulates, including high amounts of formaldehyde and other toxic air pollutants • In cold weather, compressor stations can emit up to 13 times more pollution • Excessive noise and stress for persons living nearby • Lack of pollution control devices 34 • Serious environmental justice issues, since they are often located in lower income areas and communities of color. The toxic emissions from the compressor stations, and other points in the infrastructure where natural gas is vented or leaking, directly cause health impacts on the surrounding population. People who live near compressor stations experience skin rashes, gastrointestinal, respiratory, neurological, and psychological problems. Air samples show elevated levels of many toxics, including volatile organic compounds, particulates and gaseous radon. Areas surrounding compressor stations are known in the gas industry as "sacrifice zones" - for good reason. CEQ's guidance on cumulative impacts recommends significantly expanding the cumulative impacts analysis area beyond the "immediate area of the proposed action" that is often used for the "project -specific analysis" related to direct and indirect effects: For a project -specific analysis, it is often sufficient to analyze effects within the immediate area of the proposed action. When analyzing the contribution of this proposed action to cumulative effects, however, the geographic boundaries of the analysis almost always should be expanded. These expanded boundaries can be thought of as differences in hierarchy or scale. Project -specific analyses are usually conducted on the scale of counties, forest management units, or installation boundaries, whereas cumulative effects analysis should be conducted on the scale of human communities, landscapes, watersheds, or airsheds.33 (emphasis added). CEQ further says that it may be necessary to look at cumulative effects at the "ecosystem" level for vegetative resources and resident wildlife, the "total range of affected population units" for migratory wildlife, and an entire "state" or "region" for land use. 33 CEQ, Considering Cumulative Effects under the National Environmental Policy Act, 1997, p. 12. (emphasis added) 35 EPA guidance on cumulative impacts states that "[s]patial and temporal boundaries should not be overly restrictive in cumulative impact analysis."34 EPA specifically cautions agencies to not "limit the scope of their analyses to those areas over which they have direct authority or to the boundary of the relevant management area or project area." Rather, agencies "should delineate appropriate geographic areas including natural ecological boundaries" such as ecoregions or watersheds. Because the Commission unreasonably restricted the extent of its cumulative impacts analysis, failed to quantify many of the effects that it does acknowledge, and repeatedly relied on conclusory statements to dismiss significant impacts, the resulting Order, depending on flawed environmental documents, does not meet the requirements of NEPA. The Commission must remedy those defects in a revised DEIS and provide that analysis for public comment. VII. The Commission in its Order ignores planned and reasonably foreseeable major expansions of the pipeline route and capacity, including the Piedmont Pipeline, expansion into South Carolina, and other route and capacity expansions. A major deficiency in the DEIS is the failure to include environmental and socioeconomic impacts from the approximately 26 -mile spur line from Junction A in Robeson County to the Smith Energy Complex near Hamlet in Rockingham County (the "Piedmont Pipeline" ).35 The Order, ¶ 8, mischaracterizes this pipeline as an existing pipeline even though that pipeline has yet to be constructed. The pipeline extension goes directly to two natural gas combined -cycle units, with a capacity of 1,084 MW, and 34 EPA, Consideration of Cumulative Impacts in EPA Review of NEPA Documents, 1999, p. 8. 35 Dominion Resource Report 1 (General Project Description), pp. 1-69 — 1-72. M five natural gas combustion turbine units. The burning of the natural gas by these plants has been used by Dominion to justify the need for the ACP; it is one of the long-term contracts discussed above. The Piedmont Pipeline is part and parcel to the Project. The sole purpose of the Piedmont Pipeline is to carry the natural gas flowing on the ACP to one of its major end users. The ACP does not end at Junction A but continues on to the Smith Energy Complex, making it a link in the ACP corridor. The ACP terminates at the Smith Energy Complex rather than the Junction A interconnect. The Commission has failed to claim its authority over the Piedmont Pipeline as part of the Project. In their October 9, 2017 motion36, the Public Interest Groups brought to the attention of the Commission Dominion's plans to expand the Project into South Carolina.37 This new information, i.e., Dominion's plans to extend the ACP into South Carolina, demonstrates the application for the ACP was intentionally misleading in terms of the scope of the project and the overall need for the project. Order, ¶¶ 124, 125, and 127, in the Commission's discussion of the need for the Project acknowledges future expansion of the Project, and seemingly without any further review. ¶127 summarizes contract rights given certain Project sponsors will lead to future expansion capacity: 127. The Commission has found that giving project sponsors certain priority rights to future expansion capacity is a permissible material deviation from the pro forma service agreement because such provision reflects the unique circumstances of the initial project. As the Commission discussed in Transcontinental Gas Pipeline Co., LLC, "where a subsequent expansion is envisioned that will be less costly due to the anchor shipper's subscription, such capacity priority is reasonable when an anchor shipper is committing to both projects and the provision was 36 FERC Accession No. 20171010-5108. 37 Rankin, S., "Disputed East Coast Pipeline Likely to Expand," September 29, 2017, (widely report in other news outlets). www.apnews.com/d9el2l6747d642abb025dedb0043462f 37 offered to all potential shippers in the open season." We find Atlantic's provision to offer optional capacity to Foundation and Anchor Shippers, via an expansion, to be a contractual incentive for obtaining each shipper's binding commitments to the project. We find these rights are permissible because Atlantic offered all Anchor and Foundation shippers the expansion rights in its open season, and the expansion rights do not present a risk of undue discrimination, do not affect the operational conditions of providing service, and do not result in any customer receiving a different quality of service. The Order allows for "material deviations" of the Project, including route changes and volume expansions. The environmental documents should be supplemented to include the financial costs, environmental and socioeconomic costs, and environmental justice impacts from the Piedmont Pipeline, the South Carolina extension, and all other reasonably foreseeable expansions of pipeline routes or capacity. Additional shipment of natural gas in the pipeline will increase pressure within the pipeline, putting more pressure on compressor stations (including a new station required for North or South Carolina), and expanding the blast zones38 and evacuation zones. New corridors will have many of the same environmental impacts as does the rest of the ACP, such as impacts on stream crossings, water quality, wildlife habitat, and farms and families. The Piedmont Pipeline will have a disproportionate impact on the Lumbees, Native American tribe primarily in Robeson County. The piecemealing of projects — eliminating a major component of a project -- is discouraged by NEPA. "From a procedural standpoint, NEPA "provides the vehicle for agency [and public] consideration of overall project -related impacts prior to the permit decision. Ideally, EISs present comprehensive, rather than piecemeal, environmental 38 The inadequacies of the HCA designations are discussed above. See also footnote 32 above. impact and regulatory analysis."39 All of these impacts should be analyzed and presented for review and comment in supplement environmental documents. REQUEST FOR STAY The Public Interest Groups have raised substantial questions in this Request for Rehearing related to whether the issuance of the Certificate was in the public interest. As demonstrated in their Joint Comments and above, the Public Interest Groups and their members, and the public at large, will suffer irreparable harm if the Project is allowed to go forward. Families and communities along the route will face immediate harm through the destruction of the environment and forcible taking of their property through eminent domain from a Project that may not be allowed to go forward once the issues raised by this Request are properly and fully resolved. The Permit on its face is conditional; many of the 73 conditions are requirements to be fulfilled before the Project can go forward. As noted above, the Permit is further conditional on the granting of state -issued permits and permissions. Dominion has not completed, or in many instances even begun, its condemnation of property along the route. Therefore, any delay in the proceeding with the construction of the Project should be only minimal. In weighing the minimal delay caused to Dominion against the irreparable harm that will occur to the Public Interest Groups and other members of the public, the balance tips decisively in favor of issuing a stay until the Commission finally decides the issues raised in the Request. 39 40 CFR 1502.9(c)(1)(ii); see also www.yalelawiournal.org/note/nepa-eiss-and-substantive-regulatory- regimes 39 Therefore, the Commission should issue a stay prohibiting Dominion from pursuing any action that might be authorized by the Certificate in this matter, including, without limitation, any construction activity or activities related thereto and any condemnation proceedings, until the Commission issues a final decision. RELIEF REQUESTED For the above reasons, the Public Interest Group respectfully request the following relief: a. Grant the Request for Rehearing; b. Stay Dominion from taking any action authorized by the Certificate, including all construction activities and condemnation proceedings pending the Commission's final action on this Request; c. Within 30 days of the filing of this Request, rescind the Certificate; d. Conduct a proper assessment of all environmental impacts pursuant to NEPA, and supplement the environmental documents as put forth in this request; and e. Grant any other relive to which the Public Interest Groups may be entitled. This is the 13th day of November 2017. FOR THE PUBLIC INTEREST GROUPS /s/John D. Runkle John D. Runkle Attorney at Law 2121 Damascus Church Road Chapel Hill, North Carolina 27516 919-942-0600 irunkle(a)pricecreek.com .A