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HomeMy WebLinkAbout20030402 Ver 1_COMPLETE FILE_20030401ENVIRONMENTAL SERVICES, INC. 524 S. NEW HOPE ROAD RALEIGH. NORTH CAROLINA 27610 919-212-1760 • FAX 919-212-1707 April 15, 2005 Ms. Cyndi Karoly N.C. Division of Water Quality Section 401/ Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 www.esinc.cc 6 A P A? R 2 9 ?005 DENR WqT wE ?MD ST, ATALIT I( H Subject: ENCNG Phase 4 Reroute, Pender County, North Carolina DWQ Permit #030402 (Phase 4A) DWQ Permit #03-0914 (Phase 4B) Ms. Karoly: Environmental Services, Inc., (ESI) is pleased to provide you with the following information on behalf of Eastern North Carolina Natural Gas (EasternNC) regarding a reroute along Phase 4 in Pender County, North Carolina. EasternNC was issued permits pertaining to the construction of Phase 413, and 4A. The reroute area covers a section of both Phases 4A and 4B. EasternNC is respectfully requesting that a Letter of Refinement be granted for this proposed reroute. Ms. Noelle Lutheran was our DWQ contact in the Wilmington office. The previously issued permits for Phase 4A are as follows: • NCDCM CAMA Permit #83-03; • United States Army Corp of Engineers (ACOE) Permit #200300493; and • NC Division of Water Quality Permit #030402. The previously issued permits for Phase 4B are as follows: • NCDCM CAMA Permit #168-03; • ACOE Permit #200301099; and • NC Division of Water Quality Permit #03-0914. The Phase 4 reroute is located approximately 1.0 mile east of the community of Rocky Point in Pender County, NC. Utilizing this reroute will shorten the overall route and will avoid significant wetland and stream impacts that would have been incurred in the powerline easement. Refer to the attached topographic maps for a depiction of the reroute. The Phase 4 reroute begins where the powerline easement planned for use by the original Phase 4B route and NC 210 intersect. This point is slightly west of the NC 210 and Interstate 40 (1-40) interchange. The Phase 4 reroute follows NC 210 west for approximately 800 feet before turning south on NC 117 for approximately 4.5 miles. It then turns west after crossing the original route south of an existing trailer park where is continues for approximately 2000 feet until it reconnects again with Phase 4A in the original powerline easement. The proposed construction easement will be an acquired easement on private lands ranging from approximately 50 to 100 feet from edge of pavement along NC 210 and NC 117; the terminus will be reached by paralleling an existing trailer park. JACKSONVILLE • ST. AUGUSTINE 0 COCOA 0 JUPITER • DESTIN • SAVANNAH • ATLANTA • RALEIGH 0 CHARLOTTE ENVIRONMENTAL SERVICES, INC. Wetlands and Surface Waters The wetland delineation effort occurred in March-April 2005. Wetland areas were evaluated using the three-parameter approach outlined by the U.S. Army Corps of Engineers (COE) 1987 Wetland Delineation Manual, which requires the presence of hydric soils, hydrophytic vegetation, and evidence of wetland hydrology within 12 inches of the ground surface. Stream channels were also delineated following criteria established by the North Carolina Division of Water Quality (DWQ) and COE. No CAMA Areas of Environmental Concern (AECs) were encountered. Nine (9) wetland areas and three (3) stream channels were identified and delineated within the Phase 4 reroute study corridor. Wetland areas were flagged with sequentially numbered pink and black stripe and solid blue flagging. Streams were delineated with sequentially numbered solid blue and solid orange flagging. Global Positioning System (GPS) maps depicting the extent and location of the wetlands and stream channels displayed on 1999 color infrared images and topographic maps are included at the end of this report. Wetlands and streams identified within the project study area were located using Trimble Pathfinder"" GPS technology. The following list details the individual wetlands and streams identified along the proposed EasternNC Phase 4 reroute. These wetlands consist of roadside emergent, scrub/shrub, and forested wetlands. None of the wetlands encountered within the proposed construction corridor exceed 0.10 acre. The following amounts represent the wetland acreage and linear feet of stream channel occurring within the proposed construction corridor. Refer to the aerial photographs for a depiction of the wetland mapping effort. Wetland No. Type Size Crossing Method Wetland 1: Forested 0.002 acre HDD Wetland 2: Forested 0.008 acre HDD Wetland 3: Forested 0.001 acre HDD Wetland 4: Emergent 0.005 acre Open-cut Wetland 5: Scrub/Shrub 0.013 acre Open-cut Wetland 6: Scrub/Shrub 0.023 acre Open-cut Wetland 7: Emergent 0.001 acre Open-cut Wetland 8: Emergent 0.024 acre HDD Wetland 9: Forested 0.016 acre HDD WETLAND TOTAL: 0.093 ACRE OPEN-CUT TOTAL: 0.042 ACRE HDD TOTAL: 0.051 ACRE Stream No. Type Width Crossing Method Stream 1: Perennial 20 feet wide Open-cut Stream 2: Perennial 2 feet wide Open-cut Stream 3: Perennial 2 feet wide Open-cut STREAM TOTAL: 24 FEET Impact Comparison of the Original Phase 4A and 4B Routes and the Phase 4 Reroute Fourteen (14) wetland areas and three (3) stream channels were identified within the original Phase 4A and 4B routes, which would be avoided by utilizing the Phase 4 reroute. 2 ENVIRONMENTAL SERVICES, INC. Thirteen emergent wetland areas (W1-W13) totaling 1.021 acres were identified within the original Phase 4A route. One of these emergent wetland areas was proposed for horizontal directional drill (HDD) and the other 12-wetland areas were proposed to be open cut for a total open-cut impact of 0.99 acre. Two stream channels (S I and S2) totaling 19 linear feet were identified within the original Phase 4A route that will be avoided by utilizing the Phase 4 reroute. Both of these streams are perennial and were proposed to be open cut. One successional wetland area (W168) totaling 2.026 acres was identified within the original Phase 4B route and it was proposed to be open-cut. One stream channel (S48) totaling 5 linear feet was identified within the original Phase 4B route and was proposed to be open cut. The Phase 4 reroute will result in an overall wetland impact reduction of approximately 2.9 acres. Stream impacts resulting from open-cuts will remain the same at 24 feet. The original Phase 4A and 413 routes will impact more wetland areas than the currently proposed Phase 4 reroute. Stream impacts will remain the same. Forested wetland areas within the Phase 4 reroute would be crossed utilizing HDD to avoid clearing mature vegetation. Emergent wetland areas and stream channels would be crossed utilizing open cut techniques. There will be no net loss of wetlands due to the utilization of HDD within the forested wetlands and by using open cut techniques within the other wetlands, which will result in only temporary impacts to emergent and scrub/shrub wetland areas. Threatened and Endanaered Species The U.S. Fish and Wildlife Service (USFWS) [list date January 29, 2003] indicates eleven species with the federal designation of Threatened or Endangered that have ranges extending into Pender County: American alligator (Alligator mississippiensis), shortnose sturgeon (Acipenser brevirostrum), loggerhead sea turtle (Caretta caretta), piping plover (Charadrius melodus), red- cockaded woodpecker (Picoides borealis), manatee (Trichechus manatus), seabeach amaranth (Amaranthus pumilus), golden sedge (Carex lutea), rough-leaved loosestrife (Lysimachia asperulaefolia), American chaffseed (Schwalbea americana), and Cooley's meadowrue (Thalictrum cooleyi). Five of the species listed as endangered or threatened (shortnose sturgeon, loggerhead sea turtle, piping plover, seabeach amaranth, and manatee) are found only in marine or barrier island habitats and will not be affected by the proposed project. The American alligator is not subject to review for this project due to its status as threatened due to similarity of appearance to other listed crocodilians, none of which occur in the project area. Red-cockaded woodpeckers (RCW) inhabit mature to over-mature southern pine forests. Primary nest sites include open pine stands greater than 60 years of age with little or no mid-story development. Foraging habitat is comprised of open pine or pine/mixed hardwood stands 30 years of age or older with optimal foraging being open pine stands over 60 years old. The project study area does not contain any open pine stands. The close proximity to several major highways and areas populated with single-family homes fragment the remaining forested areas. Potential habitat for this species does not exist within the project study area. NHP records review revealed no documented occurrence within 3.0 miles of the project study area. Potential Habitat: No Biological Conclusion: No Effect Rough-leaved loosestrife is a perennial herb, endemic to the coastal plain and sandhills of North Carolina and South Carolina. It is associated with sandy or peaty soils and moist open habitat. Preferred habitat of the rough-leaved loosestrife consists of shrubby areas where lack of canopy 3 ENVIRONMENTAL SERVICES, INC. vegetation allows abundant sunlight to enter the herb layer. NHP records review revealed no documented populations of this species within a 3.0-mile radius of the project study area. Potential habitat for this species does exist within the project study area near Wetland 8 (W8). This wetland will be crossed with HDD due to it previously being identified as potential habitat. Surveys for this species were conducted in May 2003 as part of the work completed for ENCNG Phase 4A pipeline and updated in June 2004 for a potential substation site evaluation for Progress Energy. The surveys were conducted due to this species often being found in drier ecotonal areas uphill of the wetland line where ENCNG may alter during construction. No rough-leaved loosestrife was found. Potential Habitat: Yes Biological Conclusion: Not Likely to Adversely Affect Cooley's meadowrue is a perennial herb endemic to the southeastern coastal plain. Preferred habitat is boggy savannah-like borders of low woodlands, roadside ditches, and powerline right- of-ways. Potential habitat locations for this species are similar as for rough-leaved loosestrife. NHP records review revealed no documented populations of this species within a 3.0-mile radius of the project study area Limited areas of potential habitat for this species occur around Wetland 8 (W8). This area was originally identified as potential habitat during surveys conducted for ENCNG Phase 4A. EasternNC agreed to drill under the wetland, thus avoiding the potential for any impact. W8 will be crossed with HDD due to it being previously identified as potential habitat. Surveys for this species were again conducted in June 2004 as part of a potential substation site evaluation for Progress Energy. No Cooley's meadowrue was found. Potential Habitat: Yes Biological Conclusion: Not Likely to Adversely Affect Golden sedge is a perennial herb known only from Onslow and Pender Counties in North Carolina. Preferred habitat is the ecotone between pine savannas and adjacent wet hardwood or hardwood/conifer forest. Potential habitat locations for this species are similar as for rough- leaved loosestrife. NHP records review revealed no documented populations of this species within a 3.0-mile radius of the project study area. Limited areas of potential habitat for this species occur around Wetland 8 (W8). This area was originally identified as potential habitat during surveys conducted for ENCNG Phase 4A. EasternNC agreed to drill under the wetland, thus avoiding the potential for any impact. W8 will be crossed with HDD due to it being previously identified as potential habitat. Surveys for this species were again conducted in June 2004 as part of a potential substation site evaluation for Progress Energy. No golden sedge was found. Potential Habitat: Yes Biological Conclusion: Not Likely to Adversely Affect American chaffseed is a fire maintained perennial herb that occurs in grass/sedge assemblages with moist acidic sandy loams or sandy peat loams. These assemblages typically exist in moist pine flatwoods, savannas, bog borders, and open oak woods. NHP records review revealed no documented populations of this species within a 3.0-mile radius of the project study area. The lack of fire along with the increased succession of woody plants renders project study area unsuitable for American chaffseed. Potential habitat for this species does not exist within the project study area. Potential Habitat: No Biological Conclusion: No Effect Cultural Resources ESI archaeologists have investigated the proposed Phase 4 reroute and are currently in consultation with the State Historic Preservation Office (SHPO). Please contact Scott Seibel of our office at 919-212-1760 if you have any cultural resource questions. 4 ENVIRONMENTAL SERVICES, INC. ESI is respectfully requesting the NCDWQ issue EaslemAIC approval for this reroute. Please feel free to call me if you have any other questions or comments. Sincerely, ENVIRONMENTAL SERVICES, INC. Jeff Harbour, PWS Senior Scientist Attachments Cc: EasternNC ACOE NCDCM 5 �r1 ,: `✓ "'Match Line IVb Sheet 46 J i ! , i' • { .r ,fir--. 1•: . •, ,r �,+�• tl' . f;;• Vt r t tib �!:ti' j - - ,,.-rj' . i ,t�• Tom! j r Y �' MT .: fit M. K. • 1. ; . �-' y• �-• .• �! ,t � :� .-`•�' �" ' \' '' ;.,+-•' Y. -_,`; ^aj �• � �.- Vii,» 3•. � • . .. ti,`�' • } �• g, � . i AF . 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Prepared Date: Environmental Services. Inc- March 2005 0 19 Environmental Services, Inc. ?j 524 New Hope Road Raleigh, North Carolina 27610 USGS 1999 CIR Images Rocky Point Pender County 100 200 Scale In Feet r-roposea rlpenne - - - Original Phase Wa Rc Construction Easeme Impacted Wetland - Wetland Outside Easi Stream/Surface Wate OC Open Cut HDD Horizontal Directional EF Proposed Eastern NC Natural bas Pi Phase IV Pipeline Reroute Wetland and Stream Identificatic . .,P. "'. 70 w 1, i S1 UT to Turkey Creek Perennial Width: 20 ft OC Proposed Pipe line - - - Original Phase IVa Ro Construction E asemen Impacted Wetl and Wetland Outsi de Ease Stream/Surfac e Water ' OC Open Cut HDD Horizontal Dir ectional I Reroute Sheet 3: Detail 2 USGS 1999 CIR Images Rocky Point j I??? T Eas l Fleld Work and Graphics By. Prepared Date. Pender County .. .. .?? .. Fnviromnental Services Inc March 2005 . Fnvironmental Services, Inc. 524 New Hope Road Raleigh. North Carolina 27610 0 100 200 300 Proposed Eastern NC Natural as Pipeline Phase IV Pipeline Reroute Wetland and Stream Identification W4 Emergent 0.005 ac Reroute- Sheet 3: Detail 3 Field'A'ork and Graphics By Prepared Date Envin-inental Services. Inc. March 2005 lmrlk? Environmental Services, Inc. RM 524 New Hope Road Raleigh. North Carolina 27610 Proposed Pipeline - - - Original Phase Na Route Construction Easement Impacted Wetland - -- Wetland Outside Easeme >. y Stream/Surface Water s OC Open Cut HDD Horizontal Directional Dril USGS 1999 CIR Images Rocky Point EastemNC Pender County i 0 100 200 300 Proposed Eastern NC Natural Oas Pipel Phase IV Pipeline Reroute Scale in Feet Wetland and Stream Identification J , Proposed Pipeline ? - - - Original Phase We Route Construction Easement Impacted Wetland Wetland Outside Easement Stream/Surface Water OC Open Cut r HDD Horizontal Directional Drill Reroute- Sheet 4: Detail 1 ? USGS 1999 CIR Images Rocky Point EastemNC Field Wort; and Graphics By Prepared Date. Pender County F ri,ronmenta! Services Inc March 2005 . 0 100 200 300 Proposed Eastern NC Natural as Pipelin Environmental services, Inc. 524 New Hope Road Phase IV Pi eline Rer p ute Raleigh. North Carolina 27610 Scale In Feet Wetland and Stream Identi ieation I I j Vii►' t M W7 Emergent 0.001 ac OC Reroute- Sheet 4: Detail 2 USGS 1999 CIR Images Rocky Point Field Nlork and Graphics By Prepared Date Pender County Environmental Services. Inc. March 2005 o 100 200 300 Environmental Services, Inc. )F 524 New Hope Road im Raleigh, North Carolina 27610 Scale In Feet W6 Scrub/Shrub 0.023 ac OC Proposed Pipeline -- — — Original Phase IVa Route Construction Easement Impacted Wetland Wetland Outside Easement Stream/Surface Water OC Open Cut HDD Horizontal Directional Drill EasternNC Proposed Eastern NC Natural ($as Pipeline Phase IV Pipeline Reroute Wetland and Stream Identification Reroute- Sheet 4: Detail Field Work and Graphics By Prepared Date. Environmental Services, Inc. March 2005 Environmental Services, Inc. 524 New Hope Road Raleigh, North Carolina 27610 USGS 1999 CIR Images Eastemh Rocky Point Pender County 0 100 200 300 Proposed Eastern NC Natural Phase IV Pipeline Re Scale in Feet Wetland and Stream Ider Pipeline r 75w 7 - - -- Proposed Pi peline - - - Original Pha se IVa Ro Construction Easemer Impacted We tland -- - Wetland Out side Ease Stream/Surfa ce Water OC Open Cut HDD Horizontal Directional I Reroute- Sheet 5: Detail 1 USGS 1999 CIR Images Rocky Point Field Work and Graphics By. Prepared Date. Pender County _ Environmental Services, Inc. March 2005 0 100 200 3( Environmental Services, Inc. 524 New Hope Road Raleigh, North Carolina 27610 Scale In Feet EqstemNIC Proposed Eastern NC Natural Gas Pipeline Phase IV Pipeline Reroute Wetland and Stream Identification MEMORANDUM TO: John Dorney Non-Discharge Branch Regional Contact: Noelle Lutheran WO Supervisor: Rick Shiver Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Eastern Natural Gas Phase IVA Apec Fiber Optic County Pender Project Number 03 0402 County2 New Hanover Recvd From APP Region Wilmington Received Date 4/1/03 Recvd By Region Project Type provide natural gas service Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME CAMA OTHO Y _0N F__18-74-(52.5 F -c Sw 30,617. 7.30 F__ F__ F- 1 10 Y,. ON F -1 f_l -F- 1 ?? Mitigation Wetland MitigationType Type Acres Feet F_ r Is Wetland Rating Sheet Attached? Q Y Q N Did you request more info? Q Y O N Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N Is Mitigation required? Q Y p N Recommendation: Q Issue 6 Issue/Cond O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: This office has no objection to the eject as proposed provided that all of the conditions of General Water Quality Certification #3400 and the additional conditions listed in the written 401 Certification are met. the 401 Water Quality Certification was issued on 5/22/03. cc: Regional Office Central Office Page Number 1 7 'S Regulatory Division Action ID No. 200300493 DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS PO BOX 1890 WILMINGTON NC 28402-1890 May 14, 200 Mr. John Dorney Division of Water Quality North Carolina Department of Environment and Natural Resources 2321 Crabtree Boulevard Parkview Building Raleigh, North Carolina 27604-2260 Dear Mr. Dorney: ILI s n V '" 1 ?o- ° ) WETLANDS 1401 GROUP MA' ;HATER QUALITY SECTION Reference the enclosed application from Eastern North Carolina Natural Gas (ENCNG) and Albermarle-Pamlico Economic Development Corporation (APEC) for Department of the Army authorization and a State Water Quality Certification to temporarily impact approximately 7.3 acres of DA jurisdictional wetlands and approximately 40 linear feet of stream channels to facilitate the installation of 15.7 miles of natural gas transmission line and fiber optic cable conduit within the Cape Fear and the Northeast Cape Fear River Basins, in Pender and New Hanover Counties, North Carolina. Your receipt of this letter verifies your acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations. We are considering authorizing the proposed activity pursuant to Section 404 of the Clean Water Act. We have determined that a water quality certification is required under the provisions of Section 401 of Section 404 of the Clean Water Act. A Department of the Army permit will not be granted until the certification has been obtained or waived. In accordance with our administrative regulations, in most cases, 60 days after receipt of a request for certification is a reasonable time for State action. Therefore, if you have not acted on the request, or asked for an extension of time, by 14 July 2003, the District Engineer will deem that waiver has occurred. May 14, 2003 To: John Dorney Re: CAMA's Application Requesting Comments On Phase 4A of EasternNC Pipeline On behalf of Joanne Steenhuis of the N.C. Division of Coastal Management, Eastern North Carolina Natural Gas is submitting our Phase 4A Natural Gas Pipeline Project application for your review. You should also be receiving a comment package from DCM indicating their commenting deadline of June 1, 2003. I understand that you likely have already seen this application since it was submitted to your office earlier as part of the Section 404/401 application. Please call me at (919) 546-3988 or Jeff Harbour of ESI at (919) 212-1760 if you have any questions relating to the application. Thank you for your time and consideration in this matter. Sheila J. Hughes EasternNC Natural Gas Environmental Coordinator WETLANDS / 401 GROUP WATER QUALITY SECTION ??? A NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary May 12, 2003 MEMORANDUM TO: FROM: SUBJECT: Applicant: Project Location: Proposed Project: Mr. John R. Dorney Division of Water Quality Doug Huggett Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review Progress Energy and APEC Pender and New Hanover Counties To install natural gas and fiber optic line primarily within existing power line easements and NC Department of Transportation right-of-ways. NETLANDS1401 GAGUp MAY ! 4 ?00 NATEPQUALITYSECTIGN Please indicate below your agency's position or viewpoint on the proposed project and return this form by June 4, 2003. If you have any questions regarding the proposed project, please contact Joanne Steenhuis at 910-395-3900. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE 127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845 Phone: 910-395-3900\Fax: 910-350-2004 \ Internet: http://dcm2.enr.state.nc.us An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper You should have already received or will be receiving soon, a notebook containing the maps and applications for this project. DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Progress Energy (John Monohan) and APEC (John Whalen), Phase IVA 2. LOCATION OF PROJECT SITE: Photo Index - 2000: N/A 1995: N/A 1989: N/A (See photos in notebook) State Plane Coordinates - X: 2333478.775 Y: 233215.053 GPS File:Q05082113 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 02/26/03 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received - 04/24/03 Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Pender, and New Hanover Land Classification From LUP - Conservation (B) AEC(s) Involved: CS,EW, PT (C) Water Dependent: Yes (D) Intended Use: Commercial (E) Wastewater Treatment: Existing - N/A Planned - N/A (F) Type of Structures: Existing - Power lines Planned - 12-inch natural gas pipeline with a fiber optic line in the same trench (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OT14F.R (A) Vegetated Wetlands 404 designated Temporary impacts of 7.3 ac of 404 type wetlands and Horizontal directional drilling of 1.6 ac (B) Non-Vegetated Wetlands Temporary impacts of 2 perennial Open Water streams by open cut construction (383.7 sq ft) and 3 perennial streams horizontally directionally drilled (20863.3 s ft (C) Other (Highground) 1,248,989 sq ft (D) Total Area Disturbed: 1,657,920 sq. ft. (E) Primary Nursery Area: No (F) Water Classification: See attachment 1 Open: Yes 8. PROJECT SUMMARY: The applicant proposes to install 15.7 mi of natural gas and fiber optic line primarily within existing power line easements and NC Department of Transportation right-of ways. Eastern NC Natural gas and APEC Fiber Optic Pane Two 9. Eastern North Carolina Natural Gas Pender, and New Hanover Counties Project Setting The development of a natural gas pipeline and fiber optic line is proposed for eastern North Carolina in Pender and New Hanover Counties as part (Phase IVA) of a larger project designed to provide natural gas and fiber optic service to eastern North Carolina. The gas pipeline and the fiber optic conduit are proposed in the same alignment and installation will occur simultaneously. The pipeline route is proposed inside the existing power line easements and highway right of ways. Maintained or previously disturbed lands (powerline easements and road right-of-ways) will be the majority of the impacted area for this proposed project. The project area is entirely situated within the Cape Fear River Basin. The pipeline will cross five surface waters: two unnamed tributaries to Turkey Creek, located in Pender County, two sections of the Northeast Cape Fear River located on the Pender/New Hanover County line and Fishing Creek (see chart in application package). All wetland crossings are of the Section 404 Type and are under the jurisdiction of the Army Corps of Engineers and the Division of Water Quality. The starting point of the proposed Phase IVA project begins in an existing Progress Energy powerline easement located on SR 1517 east of Rocky Point Elementary School, just south of the intersection of NC 210 and Interstate 40. The proposed pipeline runs south for 2.8 miles and then turns southwest and crosses US 117 while remaining within the powerline easement. The proposed pipeline would head in a southwest direction for 7.7 miles and crosses the Northeast Cape Fear River in two locations. The proposed gas pipeline would then turn southeast and follow the US Highway 421 right-of-way for 4.4 miles. The proposed gas pipeline would then re-enter another Progress Energy powerline easement near the Sutton Power Plant and continues within this easement for 0.8 miles until it would terminate at the power plant. Project Description The project is funded by the State of North Carolina through the Clean Water and Natural Gas Critical Needs Act of 1998. Eastern North Carolina Natural Gas (ENCNG) has been granted an exclusive franchise to provide natural gas service to eastern North Carolina. The fiber optic line would provide telecommunications and network services along the proposed route. Phase IVA consist of 15.7 miles of transmission line. The EasternNC Phase 4A and APEC fiber optic project is located in the Coastal Plain physiographic province of North Carolina and within the Cape Fear River Basin. Specifically, the project crosses a total of 5 waterbodies. Most of the installation is proposed in the maintained Progress Energy power line easement. The installation is proposed along the edge of the maintained power line corridor, or along dirt access roads inside existing easements. In areas where the pipeline would be installed in the NCDOT right of way, the alignment would be five feet inside the right of way boundaries. EasternNC has the flexibility to move around the NCDOT rights-of-way and, to a lesser extent, in the Progress Energy easements if it will allow complete avoidance of jurisdictional wetlands and/or surface waters. The construction easement is 20 feet wide along the proposed route. The applicant proposes to Hydraulic Directional Drill (HDD) all wetland, river and stream crossings for all streams wider than 20 feet. Some perennial streams less than 20 feet wide will be crossed using open cut trench techniques if field conditions permit. These perennial streams that will be open-cut are canals or ditched streams that appear to be maintained regularly. HDD will be used if there is flowing water in these intermittent streams and open- cut techniques will be used if the intermittent channels are dry. However all streams under jurisdiction of the Division of Coastal Management will be crossed using HDD. The pipeline will be a minimum of 15' below the stream or river channel. Eastern NC Natural gas and APEC Fiber Optic Page Three The pipeline will be trenched in upland areas with a minimum of 3' of soil coverage. Soil will be stored in upland areas. As the pipe is lowered in place the trench will be backfilled to pre-construction contours and elevations. The trench will be covered daily. A permanent ground cover will be applied weekly. All staging areas are proposed to be located in upland areas requiring minimal disturbance. The Sedimentation and Erosion Control Plan is included in Attachment E. The applicant also proposes to construct appurtenant facilities such as, valve, metering and regulation stations. Typically these stations will be constructed in 50' by 150' or smaller workspaces with permanent sites being 50' by 30' or smaller. A number of these sites along Phase 4A and the APEC fiber optic route are being investigated. EastemNC will locate these sites in upland areas and no wetland impacts are anticipated. The distribution lines will consist of 2, 4 and 6-inch plastic pipe constructed primarily to serve existing residential, commercial and industrial customers. Where possible, the distribution lines will be constructed along existing streets and roads within existing areas of development. Should situations arise where the distribution lines cannot be located to avoid environmentally sensitive areas, construction techniques such as HDD will be implemented where feasible to avoid impacts. Anticipated Impacts Installation of the main transmission line (15.7 miles) would result in the temporary impacts/disturbance of: Highground 1248989 sq ft 404 type wetlands 317988 sq ft (open trenching) 69696 sq ft horizontal directionally drilling Open Water impacts 383.7 sq ft (potential open channel cuts) 20863 sq ft horizontal directionally drilling TOTAL IMPACTS 1657920 sq ft All entrance and exit points for the HDD and the resultant spoil material will be located outside designated AECs. Because the project is proposed within maintained CP&L power line right of ways, impacts would be minimal. The use of HDD would allow Eastern North Carolina Natural Gas to completely avoid direct impacts to AECs. Silt fences are proposed around the entry and exit points for the HDD to contain spoil material. All disturbed high ground areas will be graded and seeded weekly to minimize potential erosion. Short-term impacts to "waters" would include minor turbidity. The turbidity would be minimized through the use of silt fences and/or turbidity curtains. Submitted by: Joanne Steenhuis Date: May 9, 2003 Office: Wilmington J ATTACHMENT I Waterbody NE Cape Fear River (West of US 117) NE Cape Fear River (East of US 421) Fishing Creek (Adj to US 421) UT to Turkey Creek (East of US 117) UT to Turkey Creek (East of US 117) County Pender & New Hanover Pender and New Hanover New Hanover Pender Pender DWQ Classification B, SW C, S w C, SW C, SW C,SW 127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845 Phone: 910-395-39001Fax: 910-350-20041 Internet: http://dcm2.enr.state.nc.us An Equal Opportunity \ Affirmative Action Employer -50% Recycled \10% Post Consumer Paper WETLANDS 1401 GROUP DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402-1890 ACTION ID: 200300493 PUBLIC NOTICE MAY 0 6 2003 WATER QUALITY SECTION May 5, 2003 Eastern North Carolina Natural Gas (ENCNG), a Division of Progress Energy, c/o Mr. John M. Monaghan, Post Office Box 1551-PEB 18, Raleigh, North Carolina 27602, and the Albemarle-Pamlico Economic Development Corporation (APEC), c/o Mr. John Whalen, 5234 Greens Dairy Road, Raleigh, NC 27616, have applied for a Department of the Army (DA) individual permit TO TEMPORARILY IMPACT APPROXIMATELY 7.3 ACRES OF DA JURISDICTIONAL WETLANDS AND APPROXIMATELY 40 LINEAR FEET OF STREAM CHANNELS TO FACILITATE THE INSTALLATION OF 15.7 MILES OF NATURAL GAS TRANSMISSION LINE AND FIBER OPTIC CABLE CONDUIT WITHIN THE CAPE FEAR AND THE NORTHEAST CAPE FEAR RIVER BASINS, IN NORTH CAROLINA. The proposed project is located within existing Progress Energy powerline easements and within maintained North Carolina Department of Transportation (NCDOT) right-of-ways in Pender and New Hanover Counties. This project represents Phase 4A of a multiphased project that began in 2001. Previous Phases (Phases 1, 2 and 7) were authorized under the authority of Nationwide Permit 12. Authorized wetland impacts for those phases total 2.63 acres, of which 1.43 acres resulted in a change in plant community (forest to herbaceous) and compensatory mitigation was required and completed. Phase IIIA is presently being reviewed through the individual permit process. Proposed impacts for Phase IRA include temporary impacts to approximately 22.7 acres of wetland and 540 linear feet of stream channels. The following description of this project is taken from data provided by the applicant and from observations made during onsite inspections by representatives of the Corps of Engineers. ENCNG proposes to install an additional 15.7 miles of natural gas transmission line utilizing horizontal directional drilling (HDD) and excavated trench methodologies. The Phase 4A project will begin in an existing Progress Energy powerline easement located on SR 1517, just south of NC Highway 210 and Interstate 40 intersection in Pender County and will terminate at the Sutton Power Plant west of US Highway 421, in New Hanover County. The transmission system will consist of 12-inch diameter pipe. The gas line is being installed primarily to serve residential, commercial and industrial customers. APEC will install the fiber optic conduit concurrently with the natural gas pipeline construction. The construction corridor is approximately 20 feet wide. The project crosses a total of 5 waterbodies. Three perennial streams will be directionally bored. Smaller streams will be crossed using open-cut techniques. The project will cross 24 separate wetland areas located within NCDOT right-of-ways and Progress Energy powerline easements. Wetland types to be crossed include Coastal Plain small stream swamp, cypress-gum swamp, Coastal Plain bottomland hardwood forest and successional shrub/scrub and herbaceous wetlands. Larger wetland areas will be directionally bored. Open trench methodology will be utilized in smaller wetland crossings. The applicant proposes to utilize HDD methods to avoid impacts to Areas of Environmental Concern as designated by the North Carolina Division of Coastal Management. Forested wetlands will not be impacted by this project. Conversion of wetland community types is not proposed. The applicant also agrees to avoid or minimize impacts to streams containing anadromous fish spawning and rearing habitat. The applicant does not propose compensatory mitigation for this project. Plans showing the work are included with this public notice. The plans and additional information provided by the applicant detailing avoidance and minimization efforts can also be reviewed at the Wilmington Regulatory Field Office, U. S. Army Corps of Engineers Wilmington District, 69 Darlington Avenue, Wilmington, North Carolina 28403. This proposal shall be reviewed for the applicability of other actions by North Carolina agencies such as: a. The issuance of a Water Quality Certification under Section 401 of the Clean Water Act by the North Carolina Division of Water Quality (NCDWQ). b. The issuance of a permit to dredge and/or fill under North Carolina General Statute 113-229 by the North Carolina Division of Coastal Management (NCDCM). c. The issuance of a permit under the North Carolina Coastal Area Management Act (LAMA) by the North Carolina Division of Coastal Management (NCDCM) or their delegates. d. The issuance of an easement to fill or otherwise occupy State-Owned submerged land under North Carolina General Statute 143-341(4), 146-6, 146-11, and 146-12 by the North Carolina Department of Administration (NCDA) and the North Carolina Council of State. e. The approval of an Erosion and Sedimentation control Plan by the Land Quality Section, North Carolina Division of Land Resources (NCDLR), pursuant to the State Sedimentation Pollution Control Act of 1973 (NC G.S. 113 a-50-66). The State of North Carolina will review this public notice to determine the need for the applicant to obtain any required State authorization. No Department of the Army (DA) permit will be issued until the coordinated State viewpoint on the proposal has been received and reviewed by this agency, nor will a DA permit be issued until the North Carolina Division of Water Quality (NCDWQ) has determined the applicability of a Water Quality Certificate as required by PL 92-500. This application is being considered pursuant to Section 404 of the Clean Water Act (33 U.S.C. 1344) and Section 10 of the Rivers and Harbors Act of 1899. Any person may request, in writing within the comment period specified in the notice, that a public hearing be held to consider this application. Requests for public hearing shall state, with particularity, the reasons for holding a public hearing. The District Engineer has consulted the latest published version of the National Register of Historic Places for the presence or absence of registered properties, or properties listed as being eligible for inclusion therein, and this site is not registered property or property listed as being eligible for inclusion in the Register. Consultation of the National Register constitutes the extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of the presence of such resources. Presently, unknown archeological, scientific, prehistoric, or historical data may be lost or destroyed by work under the requested permit. Based upon available information, the proposed activity will be constructed in an area where potential habitat exists for Cooley's meadowrue (Thalicturm cooleyi), golden sedge (Carex lutea), and rough-leaved loosestrife (Lysimachia asperulaefolia). These species are federally listed as endangered or threatened pursuant to the Endangered Species Act of 1973. Presently the applicant is conducting species-specific surveys to determine potential impact to those species. The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity and its intended use on the public interest. Evaluation of the probable impacts which the proposed activity may have on the public interest requires a careful weighing of all those factors which become relevant in each particular case. The benefits which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. The decision whether to authorize a proposal, and if so the conditions under which it will be allowed to occur, are therefore determined by the outcome of the general balancing process. That decision should reflect the national concern for both protection and utilization of important resources. All factors which may be relevant to the proposal must be considered including the cumulative effects thereof. Among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards and flood plain values (in accordance with Executive Order 11988), land use, navigation, shore erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the placement of dredged or fill materials in waters of the United States, a permit will be denied if the discharge that would be authorized by such permit would not 3 comply with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a permit will be granted unless the District Engineer determines that it would be contrary to the public interest. The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Generally, the decision whether to issue this Department of the Army (DA) permit will not be made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification required by Section 401 of the Clean Water Act. The NCDWQ considers whether or not the proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act. The application and this public notice for the Department of the Army (DA) permit serves as application to the NCDWQ for certification. Additional information regarding the Clean Water Act certification may be reviewed at the offices of the Wetlands/401 Unit, NCDWQ, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604=2260. Copies of such materials will be furnished to any person requesting copies upon payment of reproduction cost. Written comments pertinent to the proposed work, as outlined above, will be received in the Corps of Engineers, Wilmington District, Wilmington Regulatory Field Office, Attn: Ms. Jennifer Frye, Post Office Box 1890, Wilmington, North Carolina, 28402- 1890, until 4:15 p.m., June 5, 2003, Question can be directed to Ms. Frye at telephone (910) 251-4923. O'\ER01 I .ry.?:. 7 N Harr Is ' i ?Ai I AV /Primary 'Primary F -t? ? l el ? t [ Municpal - a Q County B y s9a c ??, ? Hydrogra Wath `1 , > r? ( Bur W b,` .4 '1 Atkinson eac Saint ' H I" F Helena r'v?^ Nc 2n ? D ? Topsail LOWS / \ ?F Beach Wrightsville Beach Carolina Beach Kure Beach City Hod Beach Oak Island-`` , 1 Caswell Bald Head Beach Island 5 0 5 10 Figure: 1 Environmental Project Location Map Services, Inc. Miles EasternNC Natural Gas ER01-150.04 I Source: Basin Pro. NC Center for Pipeline- Phase IVA Geographic Information & Analysis March 2003 Po 9e 1 .4 7 Eastern North Carolina Natural Gas Phase 4A Pipeline and APEC Fiber Optic Conduit Typical Plan anTProfile of Attachment of Conduit to the Pipeline b;A ESIGN GAOLJP w O .-1 NEW HANOVER COUNTY, NORTH CAROLINA POINT OF ENTRY OF DIRECTIONAL DRILL I I Bridge or Structure POINT OF EXIT OF Z WILL VARY i i DIRECTIONAL DRILL Q o i WILL VARY J a u LOCATION LAT & LONG (See Attotch ent C) --- (L ROAD (See Toble)------ -- - w O pU --------- --------- --- ---- ----- --- --------- _ - ------- Z -- ?NC0..0. T Right-of-Way _ - ---- ?S TYPICAL 60' TYPICAL PIPELINE V 'K 3. 3 v of I ° & Construction Limits Q Z AO?ACENT LANOONNER 3 I?°` U Cli ADJACENT LAN,90WER J a 550' Entry Point to &d Point - Minimum )- POINT OF ENTRY OF I ?' I POINT OF EXIT Lil - 0 DIRECTIONAL DRILL WI IL DIRECTIONAL DRILL 0 0 LL VARY I I WILL VARY LJ Z I I LOCARLYS LAT & LCwG (See Attol ment C) W j U) Q N V1 LJ a v 3 3 Progress Energy 5' TYPICAL 75' TYPICAL O V : I V W n Easement Width Of (Z PIPELINE Q al l o ¢ Construction L i its Win vary ADJACENT LANDONNER ADJACENT LANDOWNER 550' Entry point to C'it Point - minlrnum 100 = J W z J 100 ? ?1 1 Q 0 o I Q I J NA R/RAL GROUND w L2 0 L2 w w U NATURAL GROUND ly i WA7FR DEPTH VARIES 0 0 .. ADIus 9 ..... . . CL i Q: z Mify. t: X . 36" IAINIMUM COVER D 15' MINIMUM UNDER w W (? P/PEC/NE o BOTTOM OF WATERBODY o -100 . . . . . . . a . a . DIRECTIONAL DR/ LL Z 8 Q LOCA TION-MILEPOST (See Table) . -100 i REFERENCE DRAWINGS REVISIONS sc" 1 "room NO. DESCRIPTION NO. DESCRIPTION pu_ &c OAT[ 03/xsAU Eas PA BOX 1551 - b 10 C 410 S. _w loom SAQT te rn A ISSUED FOR CAMA-AEC PERMIT oae D.H DATE PI/T+/aT AALEXi1, MC ]T6at?1551 l V 1 REVISED & ISSUED FOR CONSTRUCTION APPW40 aAH WE m/u/M 1?UC m CleessNr. acw - MATERIAL SUMMARY ua At No. ,yy TYPICAL SECONDARY WATERBODY CROSSING ENCNG NATURAL GAS SYSTEM PROJECT _ N0. OTY. DESCRIPTION mx/,.a- PHASE IVA LINE EXTENSION t APEC FIBER OPTIC PROJECT NEW ? CO-N. N N CA.0v war rXE .o. N¢ AEY as rXt Na ssnsll-1 1 ?? PENDER COUNTY, NORTH CAROLINA POINT OF ENTRY OF Brdge of Structure POINT OF EXIT OF DIRECTIONAL DRILL i DIRECTIONAL DRILL Z VALL VARY i WLL VARY o Q I J °_ LOCATION. LAT. LONG (See Attotch ent CJ a :R --- ROAD(SeeTable) ------ --- ---_ OW --------------------- ---- -------- -----=---- --------- - ----- V V o ' ` Z IPELINE of y' N.COOT construction ,a t Lini(y construction 10 e TYPICAL 60 TYPICAL Z ADJACENT LANDOKIVER IW ADJACENT LAIVMWER Q OL 550" Entry Point to Exit Point - Minimum } POINT OF ENTRY OF I I POINT OF EXIT OF U DIRECTIONAL DRILL WI R DIRECTIONAL GRILL o LL VA Y ' I WILL VARY W n Z LOCA7JON." LAr LONG. (See Attot menf CJ wW 3 ? a N V) _u 2 - °! ° Progress Energy P ti E 5' TYPICAL 75' TYPICAL I V 3 3 U orer ne asement Co ti n Li it t Easement Width Of C PIPELINE 'K o? ?o a ns ruc m o s WJI Vary a ADJACENT LANOOISNER pl i I? ADJACENT LANOONNER - 550' Entry Point to exit Point - Minimum Z F W Z 100 J Li . . . . .3 . J 3. 100 43 o a o J NA AURAL GROUND Q W U W W U NA AURAL GROUNO W WA IER DEP7H VARIES li _ o I ADIUS .9 = o 36 MINIMUM COVER O E Z x - W 15, MINIMUM UNDER W J iZ PIPELINE o BOTTOM OF WATERBODY o ? Z Z n ° IE DIREC71ONAL DRILL a -100 a . s ..... ...... ........ -100 LOCA TION-MILEPOST (See Table) REFERENCE DRAWINGS REVISIONS svu "IOW +ss) RE! I NO. DESCRIPTION NO. DESCRIPTION OR?RN DAR O=/ZS/D? Eas - s RµIM4RNGlo=S".a ternNC GK A ISSUED FOR CAMA-AEC PERMIT a" a- oAn aytsA2 E> ?wNacw:. n... c.. +n(wN e.c-.w f.i(M)St-?A) I REVISED & ISSUED FOR CONSTRUCTION APP010AD D.N WE W/a/W Du MATERIAL SUMMARY ENS'IOe ND' )Sbs TYPICAL SECONDARY WATERBODY CROSSING ENCNC NATURAL GAS SYSTEU PROJECT N0. OTY. DESCRIPTION ArE/P.aNa - PHASE PENOCR aaR IVA LINE EXTENSION & APEC FIBER OPTIC PROJECT m, NORM f,ARq,N. apt Fix Nn Nq - REV. ENS nt w. S?TtJn-1 Environmental Services, inc. Executive Summary Eastern North Carolina Natural Gas (EastemNC) is seeking permission to construct a new natural gas transmission and distribution system in coastal North Carolina, in association with a fiber optic conduit proposed by the Albemarle-Pamlico Economic Development Corporation (APEC). Development in coastal areas requires approval pursuant to the North Carolina Coastal Area Management Act (CAMA). In addition, this project requires approval in accordance with Sections 404 and 401 of the Clean Water Act and Section 10 of the Rivers and Harbors Act. This document serves both as a CAMA major development permit request and as a U.S. Army Corps of Engineers (USACE) Individual Permit application. This submittal also serves as the request for General Water Quality Certification from the North Carolina Division of Water Quality. EasternNC is a partnership between Progress Energy and APEC, and was formed to supply natural gas to counties previously unserved in eastern North Carolina after the North Carolina General Assembly passed the Clean Water and Natural Gas Critical Needs Act of 1998. Following rigorous review of EastemNCs proposed project, the North Carolina Utilities Commission granted EastemNC a Certificate of Public Convenience and Necessity and the exclusive franchise to provide natural gas service through a transmission and distribution system in 14 eastern North Carolina counties. The pipeline system will be constructed in phases, with each phase being a single and complete project. APEC will install the fiber optic conduit concurrently with the pipeline construction. At present, EasternNC and APEC have permitted Phases 1, 2, and 7. The EasternNC Phase 3A permit is currently out for agency review and comment, with the permits expected to be issued by late March 2003. This submittal is for what is referred to as Phase 4A. The proposed EastemNC Phase 4A and APEC fiber optic project will consist of approximately 15.7 miles of transmission mainline within Pender and New Hanover Counties. The transmission system will consist of 12-inch diameter mainline. EasternNC has made extensive efforts to minimize environmental impacts during construction and operation phases of the pipeline system. Careful design of the pipeline system has allowed the proposed route to be collocated within existing North Carolina Department of Transportation (NCDOT) rights-of-way as well as within existing Progress Energy (formerly Carolina Power and Light) powerline easements. These efforts allow construction to occur in those areas that are regularly maintained, thus reducing the effect on the surrounding natural environment. The EasternNC Phase 4A and APEC fiber optic project is located in the Coastal Plain physiographic province of North Carolina and within the Cape Fear River Basin. Specifically, the project crosses a total of 5 waterbodies. Following consultation with state and federal resource agencies, EasternNC has agreed to avoid or minimize disturbance to all streams identified as 4A EA March 2003 Environmental Services, Inc. containing anadromous fish spawning or rearing habitat. As a general rule, the Phase 4A and APEC fiber optic project will be located approximately 5 feet inside the NCDOT right-of-way boundaries. Within the Progress Energy powerline easements, the pipeline will be constructed along the edge of the maintained corridor or, in a few circumstances, along existing dirt access roads that exist in the powerline easements. EastemNC anticipates no additional clearing of forested areas. Additionally, EastemNC has the flexibility to move around within the NCDOT rights-of-way and, to a lesser extent, in the Progress Energy easements if it will allow complete avoidance of jurisdictional wetlands and/or surface waters. The construction easement is approximately 20 feet wide. Perennial streams greater than 20 feet in width will be crossed with no impact by utilizing horizontal directional drilling (HDD). Some perennial streams less than 20 feet wide will be crossed using open-cut techniques if field conditions permit. These perennial streams that will be open-cut are canals or ditched streams that appear to be maintained regularly. HDD will be used if there is flowing water in these intermittent streams and open-cut techniques will be used if the intermittent channels are dry. The Phase 4A and APEC fiber optic project will also cross 26 wetlands that are located within the existing NCDOT rights-of-ways and the Progress Energy powerline easements. Several of these wetland crossings are comprised of extensions of a larger wetland system that encroach into the preferred construction easement. There will be no net loss of wetlands due to utilization of HDD within the larger wetlands and by using open-cut techniques within the smaller wetlands, which will result in only temporary impacts to maintained emergent wetlands. No forested wetlands will be impacted in any way, including conversion of wetland community type. The decision to open- cut or use HDD will be made by assessing each "wetland system". As a general rule, HDD will be used for those wetland systems where temporary impacts would exceed 1.0 acre and for those high-quality systems that have an associated stream or river. In general, those wetland systems where temporary impacts would be less than 1.0 acre and those that may be isolated may be open-cut if field conditions allow. The' use of HDD techniques will also allow EastemNC to completely avoid direct impacts to Areas of Environmental Concerns (AEC) as identified by the North Carolina Division of Coastal Management. Construction of the EastemNC Phase 4A and APEC fiber optic project is not expected to adversely affect any federally listed threatened/endangered species or critical habitat. Likewise, no adverse impacts to cultural resources are expected as a result of construction. In addition to the direct impacts, EastemNC has evaluated potential secondary and cumulative impacts from the proposed project. As part of this evaluation, EastemNC conducted an economic analysis to determine whether providing natural gas service to eastern North Carolina would increase development in the area. The analysis indicates that no significant development would 4A EA March 2003 N.tc L c$ -7 X Environmental result from constructing the EasternNC Phase 4A and APEC fiber optic project. The size and configuration of the pipeline is such that it will primarily service existing customers. The economic analysis also confirms that without the use of public funds (bond money), this project is not economically feasible. No significant secondary and/or cumulative environmental impacts are expected as a result of the construction of the EasternNC Phase 4A and APEC fiber optic project. In fact, conversion to cleaner burning natural gas may reduce atmospheric emissions in the area, which is an environmental benefit. EasternNC will be providing additional information in support of the secondary and cumulative impact analysis under separate cover. This document addresses Phase 4A only. 4A EA March 2003 Page 7 A ? ENVIRONMENTAL SERVICES, INC. 524 NEW HOPE ROAD RALEIGH, NORTH CAROLINA 27610 (919) 212-1760 March 31, 2003 Mr. John Dorney N.C. Division of Water Quality Section 401/ Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Re: EasternNC Natural Gas Pipeline And APEC Fiber Optic Conduit 3 Phase 4A Mr. Dorney: ?ETLANDS1401 rROUn WATER QUALITY SECTION Environmental Services, Inc., (ESI) is pleased to submit the attached application on behalf of Eastern NC Natural Gas (EasternNC) for Phase 4A of their multi-phase eastern North Carolina natural gas pipeline and APEC's fiber optic conduit. The application fee of $200 is also enclosed. EasternNC is requesting an Individual Section 401 certification for this project. ESI is working with Ms. Noelle Lutheran of the DWQ-Wilmington Field Office on this particular project. I am enclosing seven complete packages for NCDWQ. I have also sent one copy to Ms. Lutheran. Please do not hesitate to call Jeff Harbour or me if you have any questions regarding this submittal. Thank you for your assistance with this project. Sincerely, ENVIRONMENTAL SERVICES, INC. osh Witherspoon, LSS Senior Scientist Form DCM-MP-1 • APPLICATION (To be completed by all applicants) 1. APPLICANT a. City PcAPIQ State_ Zip Day Phone `"i 19 Fax(g1Q),5, q1Q-&74-7 Landowner: q?- r-?EfA??`Yri?l I (OiIQf?d. Name Address "1 ?? W (Ti IGL"1 c7` I 1 ?7 b. Ci ,town, community or landmark c. , Street?d?es _ ('slr:ondary roadAm lc?lYt' n ?e Is proposed work within city limits or planning jurisdiction? A_ Yes No Name of body of w r n est pro)) (e.g. river, creek, sound, bay) (2 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT b. Authorized Agent: • Name a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and e cavation and/qr filling activities. Address ?Mx a ?c,::, -I . City State C CCl I . Zip Day Phone b. Is the proposed activity maintenance of an existing project, new work, or both? Fax c. Proiect name Cif y) 01 ff.- Pereit will be isnwd in nm w of Imidow oer(s), mWor pmjed name. 2. LOCATION OF PROPOSED PROJECT • a. County LC?OE ll? I ld,.? ?QnO? c. Will {oj be for public, private or commercial use? 1 nICf'_ hd1?C? d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pag 1 l - io "my -\ tA- v COM M= &-T ReAwd 03M Form DCM-MP 1 • M. Describe existin stewater treatment facilities. 4. LAND AND WATER N CHARACTERISTICS a. She of entire tract + ?• /h Ies n: Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary b. Size of individual lot(s) ?I A wastewater, hAtstriai/cp° 'wasb rexidehstiat discbargies.) UA2(f c. Approximate elevation of above MHW or a NWL ± ??'1S L jo fi d. Sohn s) and texture(s) of tract o. Describe ex' g?dr;pting water supply source. 661,1 mus 5CLAAS qAA. ?O4MS e. Vegetation on tract PP i sP 1 Ma,n h o - f. Man-made Features now ion tract Ro & *(2W PC, f?GS CI /? Vt.t„ O S g. what is the LAMA Land Use Plan land classification of the site? (mmak ow baud rod am ptw.) • • Conservation Transitional Developed Community Rural Other b. Now is the tract zoned by local government? Val, o Lt5 i. Is the proposed project consistent with the applicable zoning? ?_ Yes No Cdrhr?. y90-0) j. Has a professional arFhaeologmw assessment been done for the tract? Xx Yes No If yes, by whom? Eav?ro,.?nrn?1??ISer?y?c,Ews?ri?c.. k. u the project located in a National Registered Historic District or does it involve a National Register listed or MONO proPe tY? Yes /_ No 1. Are there wetlands on the site? X Yes No Coastal (marsh) Other X If yes, his a delineation been conducted? Yes uaad eon-mwao-. 9 J? 1 + O' 1 [ Oo? ' mjc. -6 Sty 'on . 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: • A copy of the deed (with state application only) or other instrument under which the applicant claims tide to the affected properties. If the applicant is not claiming to be the owner of said property, they forward a copy of the deed or other instrument under which the owner claims tide, plus written permission from the owner to carry out the project • An accurate, dated work phi (including play view and cross-sectional drawings) drawn to scale in black ink on an 8 1R' by 11' white paper. (Refer to Coastal Resources Commission Rule 71.4203 for a detailed descrhp m.) - Plem smote that original drawings are preferred and only high Quality copies will be accepted. Blue-line prigs or other larger plats are atxeptab1e only if an adequate comber of quality copies are provided by appliant. (Contact the U.S. Army Corps of Ewneers regarding that agency's use of larger drawings.) A site or location map is a part of plat rag?iteumts and k must be sufficiently detailed to guide agency personnel unfamiliar with the area to the ReAnd &W • • L? Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. •? orrrtwa C 4.ca; t? is, ne?y. S+•? w• rtGGh?+IVs ?o o^? oove one r u NPQ F$ Ga eW J PcrnAS* • A list of the nahme?s an complete addresses of the adjacent waterfront (riparian) landowners and signal return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Name kJer 4a, sc.Azoy, 0 Address Phone Name sQ glksl A Sk4ee_+ Address Phone Name Address Phone • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. N/A u-45 • A check for $Mmade payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. • A signed AEC hazard notice for projects in oceanfront and inlet areas. • A statement of compliance with the N.C. Environmental Policy Ad (N.C.G.S. 113A - 1 to 10) If the project involves the expenditure of public funds or use of public land's, attach a statement documenting compliance with the North Carolina Environmental Policy Act. Rerbsed t3M 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my tnowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. 200 This is the ?21 day of, t9- ..:3 r?AG?ti? PrintName Jc?n 0\. Signature ... LAF.. r Ard+MW Agent Please indicate attacbmeats pertaining to your proposed project. DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development _ DCM MP4 Structures Information _ DCM MP-5 Bridges and Culverts _ DCM MR6 Marina Development NOTE: Please sign mid dart each attachment in the space provided at the bottom of each form. • Riparian Landowners for the EastemNC Phase 4A Pipeline Project and APEC Fiber Optic Conduit. Identified Property Owners for the Northeast Cape Fear River, New Hanover and Pender Counties, Phase 4A. Pender County, West Side 1. Mr. James V. Daughtry, Trustee P.O. Box 406 St. Leonard, MD 20685 2. Mr. James P. Richards, Jr. 234 Cloudrise Lane Banner Elk, NC 28604 New Hanover County, West and East Sides 1. Hilton Properties Ltd. Partnership P.O. Box 523 Whiteville, NC 28472 Pender County, East Side • 1. State of North Carolina N.C. Department of Administration State Property Office 1321 Mail Service Center Raleigh, NC 27699-1321 Identified Property Owners for Fishing Creek Area, New Hanover County, Phase 4A. New Hanover County 1. Takeda Chemical Products USA 110 Vitamin Drive Wilmington, NC 28403 0 • Statement of Compliance With the N.C. Environmental Policy Act (N.C.G.S.113A-1 to 10) The EastemNC Phase 4A Pipeline Project does involve the expenditure of public funds and will require multiple agency approvals to construct. However, as discussed in the attached document (CAMA Development Application and Pre-Construction Notofication for the EastemNC Phase 4A Pipeline Project), EastemNC does not believe that the project will result in significant adverse environmental impacts. n LJ Form DCM-MP 2 *EXCAVATION AND FILL (Except bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Describe below the purpose of proposed excavation or fill activities. All values to be given in feet. Avtxa?t FU1 > rr*d Access channel (MLW) - (NWL) • Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shoreline stabilization) • 1. EXCAVATION a. Amount of material to be excavated from ?1sW Gkiffffaa MHW or NWL in cubic yards Sea. b. Type of material to be excavated S o i c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? Yes ..L No d. Highground excavation in cubic yards APprox;M??ely a6,Soo L" ;c yards 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area b. Dimenpktons of disposal area Tn SL yklerrnt net [Tan c. Do you claim tide to disposal area? Yes No Tg Q If no, attach a letter granting permission from the owner. d Will a disposal maintenance? _ If yes, where? _ area be available for future Yes No -rg C) Revised 03M Form DCM-MP-2 • e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes _l?__ No C Does the disposal include any area in the water? Yes X_ No 3. SHORELINE STABII. mnoN NIA a. Type of shoreline stabilization Bulkhead Riprap b. Length c. Average distance waterward of MHW or NWL d. Maximum distance waterward of MHW or NWL e. Shoreline erosion during preceding 12 months is (Sown of Wo-d-) f. Type of bulkhead or riprap material g. Amount of full in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material bg brought to site? Yes ?C No • If Yes, N I A (1) Amount of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill b. Will fill material be placed in coastal wetlands (marsh), SAV3 orXer wetlands? Yes No If yes, (1) Dimensions of fill area (2) Purpose of fill S. GENERAL A s a?noI1 [a?? +0 AEG a. How will excavated or fill material be kept on site and erosion controlled? SG %J0, A d d' (DAM I E! _'" C-44 ' o b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? 67A>,.i.i I?;reG??o"al Dr; 1(1426 c. Will wetlands be cr5ssed in trans cling equipment to project site? Yes No If yes, explain steps that will be taken to lessen environmental impacts. ?asternNG ??Ae??ne=P%?cc?--?Irase ?A Applicant or ")w Name Fjz_1ar,,Q.y Z 1 . 200.3- Date Revised 03/95 HDD Discharge Resulting From Crossing CAMA Areas of Environmental Concern Required Minimum HDD Distance Width of Total Width of Depth (feet) Below Channel - AEC Waterbody CAMA Jurisdiction Minimum Depth Based on Minimum Pipeline Based on Minimum Drill Approximate Cubic Yards of Spoil (feet) (feet)' (feet) Below Stress Radius of 975' for 12" Length Resulting from HDD Channel and 375' for 6" Northeast Cape Fear River 563.5 713.5 15 730 15 5.50 Northeast Cape Fear River 434.2 584.2 15 2,500 15 18.94 Fishing Creek 162.8 222.8 15 2,500 15 18.94 Total 1160.5 1520.5 5,730 43.38 ' Total width of CAMA jurisdiction includes 30 feet on each side of any stream or river designated as an "Inland Fishing Water" and 75 feet on each side of those water bodies with adjacent CAMA wetlands. 0 9 0 Form DCM-MP-3 *UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development Permit, Form DCM-MP-I. Be sure to complete all Permit may also require a Stormwater Certification. other sections of the Joint Application that relate to this Has a site development plan been submitted to the proposed project. Division of Environmental Management for review? X Yes No a. Type and number of buildings, facilities, units or If yes, date submitted structures proposed i. Describe proposed method of sewage disposal. N b. N}}mber of lots or parcels A ??+gy S - w an d NC DoT Ow J. Have the facilities described in Item i. above c. Density (give the number of esidential units and the received state or local approval? r) l A units per acre) ? (Aaoch app-prime d-u-nwd-) • k. Describe location and type of proposed discharges to d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff, includin roads ditches, etc. I ?ntAnn sanitary wastewater, industrial/commercial effluent, to..S!`?c'}'ion cci'Scrhen'? ?n ROWS "wash dow " and residential-discharges). n 4; T tc? -e e. If the proposed project will disturb more than one W.IffizAi acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source If applicable, has a sedimentation and erosion (e.g. well, com uAdy, public system, etc.) control plan been submitted to the Division of Land Resources? ---X Yes No X If yes, date submitted m. Will water be impounded? Yes No If yes, how many acres? f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development when was the lot(s) platted and recorded? N JA g. Give the percentage of the tract within 75 feet of AppAmt or Project Nank MHW or NWL, or within 575 feet in the case of an A &", A Outstanding Resource Water, to be covered by SknAure impervious and/or built-upon surfaces, such as 3 Fp-1Arvar4 2I 700 • pavement, buildings, rooftops, or to be used for - a Hate vehicular driveways or parking. Re.iscd 03/95 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003 (33 CFR 325/ Expires December 31, 2004 The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and mpleting and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of ormation, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information rations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington. VA 22202-4302; and to the Office of Manegement. and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no person shag be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity- PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the appgeation.for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in fug will be returned. 1. APPLICATION NO. 2. FIELD OFFICE CODE 13. DATE RECEIVED 4. DATE APPLICATION COMPLETED 5. APPLICANT'S NAME John M. Monaghan, Jr. Sr. /ice Pres. 8. AUTHORIZED AGENT'S NAME AND TITLE ra .g" u nor ma,*v l 6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS EasternNC Natural. Gas, P.O. Box 1551-PEB 18 Raleigh, NC 27602 a. Residence b. Business 919-546-5692 a. Residence ' b. Business 11. STATEMENT OF AUTHORIZATION I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. APPLICANT'S SIGNATURE DATE NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE lsw*wnxrko EasternNC Natural Gas "Phase 4A" Pipeline 13. NAME OF WATERBODY. IF KNOWN Nanoncab/el multiple 14. PROJECT STREET ADDRESS wsppvc.6mi 15. LOCATION OF PROJECT Pender and New Hanover NC COUNTY STATE 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, r$"knrnXTrMn1 Please refer to the attached document. 17. DIRECTIONS TO THE SITE Please refer to the attached document ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR) 18. Nature of Activity (Description d project, iicAds sa resr?esl To construct 14.8 miles of natural gas transmission pipeline. Construction will involve the use of horizontal directional drill (HDD) and trenching equipment. Construction will occur within maintained Progress Energy powerline easements and within maintained NCDOT ?ights-of-way. 19. Project Purpose mesaibe the reason or pvpow of me project, me #mwx vrw) To provide natural gas to existing commercial and residential entities along the Phase 4A route. USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Temporary impacts will occur to .3 acres of previously disturbed herbaceous wetlands as a result of trenching activities. Wetlands crossed with HDD will result in no temporary or permanent impacts. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards The temporary discharged material will consist of unconsolidated soil that will be used to backfill the open-cut trench. Total cubic yards are unknown at this time. 22. Surface Area in Acres of Wetlands or Other Waters Filled a.. k rru ruts) Temporary impacts toaacres of maintained herbaceous wetlands and 40 feet of stream channels within the powerline and NCDOT rights-of-way. 23. Is Any Portion of the Work Already Complete? Yes No Q IF YES, DESCRIBE THE COMPLETED WORK 04. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (lf more than can be entered here, please attach a supplemental list). To be submitted by the applicant under separate cover. 25. List of Other Certifications or ApprovaWDenials Received from other Federal, State or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVFn nATF nFNIFn ...,.,w we .a nva 1_mciea cv zurnng, vunoing ano noon pram permits 26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete and accurate. 1 further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the o licant. .1 -A1-03 SIGNATURE OF A ICA DATE SIGNATURE OF AGENT DATE The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any fake, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or • fraudulent statements or entry, shall be fined not more than $ 10,000 or imprisoned not more than five years or both. Form DCM-W 1 • APPLICATION (ro be completed by all applicants) 1. APPLICANT a. Landowner: Name APEL-- ?o6- W kalt,r, b. City, town,a or 1 ark .Sc??:?1? p '-1- L3 c. ' Street addr secondary road number ?t?chrhe,n? Ph a- B d. Is proposed work within city limits or planning jurisdiction? X _ Yes No Address 523 4 G rt f A_5 y ? e a ? e. Name of body of water nearest project (e.g. river. a? (? i 11 N creek, sound, bay) Nor4i e,,5+- Cupp City o? h State Zip Day Phone (q i °)\ 05_-242(p Fax b. Authorized Agent: • Name Address City State Zip Day Phone Fax c. Project name (f any) Pce- F,bef, - gw c an Iii Se= _ A_ IWM Permit "M be issMed in now of la dowaer(s), ad/or pr%*cr nano. 2. LOCATION OF PROPOSED PROJECT a. County 1 e^& (- CAL A . NCB! P AOVtr • 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or fillip activities. 0. i 60 1\ "+ t„] ??h FS?I-ern G. p •n?._ b. Is the proposed activity maintenance of an existing project, new work, or both? N e W c. Will the p ect be public, p vote or commercial use? It ? o`t? r 4? cxlgo v?e, d. Give a brief description of purpose, we, methods of construction and daily operations of proposed project. If more spine is needed, please attach Tonal p: Anse- G? O ro LJ-C 1. Rewbed 9M Form DCM MP-1 m. Describe existin Irtelvater treatmneat facilities. 4. LAND AND WATER N CHARACTERISTICS '` f entire tract ± `J. rn 11 ?` Si e n: Describe location and type of discharges to waters a. z o of the state. (For example, surface runoff, sanitary b. Size of individual lot(s) wastewater, i ial/vommacial ' 'wash down* and re+ddeatial disdnargies.)Aur r4A c. Approximate deviation of above MHW or ' ck Plat, 44& 60&1*1 M5 NWL S QaS L '10 3S d. Sod re?s) and texture(s) of tract Y o. Describe exist fdricing water supply source. J-? &L"I mL4S ' AtlS AAA. Inams % P e. PJ/K4Md%-1 14 Vegetation on tract MaIA v f. Man-made Features now ion tract ROacj.S ADDITIONAL INFORMATION 5 QnW TAGS d/?1VR.W0.??? . g. What is the CAMA Land Use Plan land in addition to the completed application form, the classification of the site? rr"uaa ow load Amd we yrw.1 following items must be submitted: • Conservation Transitional • A copy of the deed (with state application only) or Developed Community Rural Other other instrument under which the applicant claims title to the affected properties. If the applicant is not h. How is the tract zoned by local government? claiming to be the owns of said property, then forward a copy of the deed or other instrument under \IM (i o N5 which the owner darns title, plus written permission i. is the proposed project consistent with the applicable from the owner to arty out the project. zoning? X_ Yes No odr za?? ovr?ou+r crn?cm?r. J??1 (.n • An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale in black j. Has a professional arFhaeologial assessment been ink on an 8 1!2' by 11' white paper. (Refer to done for the tract? XX Yes No Coastal Resources CoM mission Rule 71.0203 for a - If yes, by whom? detailed description.) k. Is the project located in a National Registered Please note that original drawings are preferred and only high quality copies will be accepted. Hlue4ine Historic District or does it involve a National p? orother larger phuare only if an Register listed or eligible property? No X Y adegoate number of quality copies are provided by _ es applicant. (Contact dye U.S. Army Corps of 1. Are there wetlands on the site? X Yes No X h O Engineers regarding that agencys use of larger drawings.) A site or location map is a part of plat t er coastal (marsh) has a delineation been conducted? Y?? if yes hemects and it must be sufficiently detailed to , pam* a •. rav ;k1 guide agency personnel unfamiliar with the area to the • Re bed 03M • • • Form DCM-MP-1 site. Include highway or secondary road (SR) mimbers, landmarks, and the hike. • AV== Certif on }f one is ?p Gt?t? ',?,,ea???tppor??? Ge?Dl?ect k?der A fist the?ctimplete a of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners mast be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has bees provided. Name Rte- r 'I O s. o Address • Name --P-2 ATt4? GnF [? S ht?-e Address Name Address Phone • A W of previous state or federal permits issued for work on the project wad. Include permit numbers, permittee, and issuing dates. /Yr/A Vs • A elicit for"made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. • A signed AEC hazard notice for projects in oceanfront and inlet areas. • A statement of canpfiance with the N.C. Environmental Poky Ad (N.C.G.S. 113A - I to 10) If the project involves the expenditure of public funds or use of public landi, attach a statement documenting compliance with the North Carolina Environmental Policy Ad. Re iced 43M 6. CERTIFICATION AND PERMLSSION TO ENTER ON LAND I understand that any permit issued in response to this aWiation will allow only the development described in the application. The project will be subject to conditions and restrictions contained N the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that I am autbocuod to grant, and do in fact, grant permission to representatives of state and federal review agencies to eater on the sforeanentioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. 'Ibis is the ? day of I9-^ . Print Name . a1QAll1 A)Ll-e-A Signature AwAmiud Aceng Please indicate attachments pertaining to your proposed Project- X DCM MP -2 Excavation and Fill Inibrination DCM MP-3 Upland Development DCM MP4 Structures Information _ DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOM Please sign mad date each mwkwW In she space provf&d at die baton of each form. • Riparian Landowners for the EastemNC Phase 4A Pipeline Project and APEC Fiber Optic Conduit. Identified Property Owners for the Northeast Cape Fear River, New Hanover and Pender Counties, Phase 4A. Pender County, West Side 1. Mr. James V. Daughtry, Trustee P.O. Box 406 St. Leonard, MD 20685 2. Mr. James P. Richards, Jr. 234 Cloudrise Lane Banner Elk, NC 28604 New Hanover County, West and East Sides 1. Hilton Properties Ltd. Partnership P.O. Box 523 Whiteville, NC 28472 Pender County, East Side • 1. State of North Carolina N.C. Department of Administration State Property Office 1321 Mail Service Center Raleigh, NC 27699-1321 Identified Property Owners for Fishing Creek Area, New Hanover County, Phase 4A. New Hanover County 1. Takeda Chemical Products USA 110 Vitamin Drive Wilmington, NC 28403 0 0 Statement of Compliance With the N.C. Environmental Policy Act (N.C.G.S. 113A-1 to 10) The EastemNC Phase 4A Pipeline Project does involve the expenditure of public funds and will require multiple agency approvals to construct. However, as discussed in the attached document (CAMA Development Application and Pre-Construction Notofication for the EastemNC Phase 4A Pipeline Project), EastemNC does not believe that the project will result in significant adverse environmental impacts. • 0 Form DCM-MP-2 *EXCAVATION AND FILL (Except bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM•MP•1. Be sure to complete all other sections of the Joint Application that relate to this proposed project- Describe below the purpose of proposed excavation or fill activities. All values to be given in feet. Avenge Float Ezbft pr*ct 74" Dept/ Access channel (MLW) or OMW Canal Boat basin Boat ramp Rock groin Rock breakwater Other (EXCIO& I "ram slebilization) • Revised 03195 1. EXCAVATION a. Amount of material to be excavated from w MHW or NWL in cubic yards sec -e- ? b. Type of material to be excavated Sot c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic v etation (SAVs) or other wetlands? Yes No d. Higlhground excavation in cubic yards Ap?roX;M??el? _q6,!E;700 __ ;( y42nds 2. DISPOSAL OF EXCAVATED MATERIAL. a. Location of disposal area ?FS?'? txoland a efXX, b. Dim ions of disposal area T Vf erMk' f\,P, A LT9 c. Do you claim title to disposal area? Yes No Tl3 0 If no, attach a letter granting permission from the owner. d. Will a disposal area maintenance? Yes if yes, where? be available for future No -ra p Form DCM-MP 2 `e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes LKL No E Does the disposal include any area In the water? Yes _ X No 3. SHORELINE STABILIZATION N /A a. Type of shoreline stabilization Bulkhead Riprap b. Length c. Average distance waterward of NOW or NWL d. Maximum distance waterward of MOW or NWL e. Shoreline erosion during preceding 12 months (SO-« Of W--d-) f. Type of bulkhead or riprap material g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material brought to site? Yes ;bg No • If Yes, N I A (1) Amount of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill b. Will fill material be placed in coastal wetlands (marsh), SAVs or then wetlands? Yes No If Yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL Rr, a0oli[a6L +o AEG 11 a. How will excavated or fill material be kept on site and erosion controlled? SG vim. n .o A -Seal' r" c ' b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic drwedgep % 76 . l l?;re?E' l Dr; I ??+DD? Bona c. Will wetlands be cr:,ssed in transporting equipment to project site? Yes No If yes, explain steps that will be taken to lessen environmental impacts. A7:!?? 'U(? ?_ -K? ?t a.oo? F?br?Q?u -I-, M. Rtvbtd 0319S HDD Discharge Resulting From Crossing CAMA Areas of Environmental Concern Required Minimum HDD Distance Width of Total Width of Depth (feet) Below Channel - AEC Waterbody CAMA Jurisdiction Minimum Depth Based on Minimum Pipeline Based on Minimum Drill Approximate Cubic Yards of Spoil (feet) ' (feet) Below Stress Radius of 975' for 12" Length Resulting from HDD Channel and 375' for 6" Northeast Cape Fear River 563.5 713.5 15 730 15 5.50 Northeast Cape Fear River 434.2 584.2 15 2,500 15 18.94 Fishing Creek 162.8 222.8 15 2,500 15 18.94 Total 1160.5 1520.5 5,730 43.38 ' Total width of CAMA jurisdiction includes 30 feet on each side of any stream or river designated as an "Inland Fishing Water" and 75 feet on each side of those water bodies with adjacent CAMA wetlands. 0 0 0 Form DCM-MP-3 40UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-I. Be sure to complete all other sections of the Joint Application that relate to this proposed project. a. Type and number of buildings, facilities, units or structures proposed h. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? X Yes No If yes, date submitted i. Describe propose4 method of sewage disposal. b. NP}?Tber of lots or parcels Pm 4.5 e y KOW an a NC DOT pW c. Density (give the number o esidential units and the units per acre) d. Size of area to be graded, filled or disturbed includin roads ditches, etc. A&%l N?e.n? ?Ot t?r.s?(`r c+1 oK <oor-mend ?r\ POWs e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ---Yes No If yes, date submitted L List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built-upon surfaces, such as • pavement, buildings, rooftops, or to be used for vehicular driveways or parking. j. Have the facilities described in Item i. above received state or local approval? IV 1A (Aaod, appropriate docunrnrotion) k. Describe location and type of proposed discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, 'wash do " and residential-discharges). -??{{== cat -er 1. Describe proposed drinking water -supply source (e.g. well, comm?ynity, public system, etc.) Nn. m. Will water be impounded? If yes, how many acres? _ n. If the project is a oceanfront development when was the lot(s) platted and recorded? 0A ?PEL or Pro cht F4Aw i a , aco3 .I-.- 1T Yes X No Revised 03/95 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT COMB APPROVAL NO. 0710-0003 (33 CFR 325) Expires December 31, 2004 The Public burden for this collection of information is sestimeted to average 10 hours per response, although the majority of applications should require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of formation, including suggestions for reducing this burden, to Department of Defense. Washington Headquarters Service Directorate of kviormstion atnons and Reports, 1215 Jefferson Davis Highway, Suits 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-00031, Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no person shell be subject to any penalty for failing to comply with a collection of information if it does not a curte number. Please DO NOT RETURN your form to either of those addresses. Completed a display ? valid OMB control applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and chersctsr of the proposed activity must be attached to this application (see sample drawings and instructional and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that Is not completed in full will be returned. 1. APPLICATION NO. 2. FIELD OFFICE CODE 13. DATE RECEIVED 4. DATE APPLICATION COMPLETED 5. APPLICANT'S NAME I S. AUTHORIZED AGENT'S NAME AND TITLE /en.pe/w s nor i.pdredl John Whalen - APEC 6. APPLICANT'S ADDRESS 5234 Greens Dairy Road Raleigh, NC 27616 a. Residence b. Business 919-645-2426 9. AGENT'S ADDRESS a. Residence b. Business I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. APPLICANT'S SIGNATURE DATE NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (se**wnxr/ans. APEC "Phase 4A" Fiber-Optic Conduit 13. NAME OF WATERBODY. IF KNOWN &&w#wbm, I 14. PROJECT STREET ADDRESS rv.,A.. rnrl multiple 15. LOCATION OF PROJECT Pender and New Hanover NC COUNTY STATE 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rs. knmcrA w Please refer to the attached document. 17. DIRECTIONS TO THE SITE Please refer to the attached document. F- -I LJ ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR) 18. Nature of Activity tneso?nrid. at poYecr, ?o??ee sr f?wves! To install fiber-optic conduit concurrently with the pipeline construction. Construction will occur within maintained Progress Energy powerline easements and within maintained NCDOT rights-of-way. ' 19. Project Purpose raesvae rrw realm or pwpue of me prWa, me ArntrudwriV To provide telecommunications and data network services for commercial and residential entities along the Phase 4A route. USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL t$ TO BE DISCHARGED 20. Reason(s) for Discharge Temporary impacts will occur to acres of previously disturbed herbaceous wetlands as a result of trenching activities. Wetlands crossed with HDD will result in no temporary or permanent impacts. 21. Type(s) of Material Being Discharged and the Amount of Each Tvoe in Cubic Yards The temporary discharged material will consist of unconsolidated soil that will be used to backfill the open-cut trench. Total cubic yards are unknown at this time. 22. Surface Area in Acres of Wetlands or Other Waters Filled rseokwrucdi ) Temporary impacts to 73 acres of maintained herbaceous wetlands and 40 feet of stream channels within the powerline and NCDOT rights-of-way. 23. Is Any Portion of the Work Already Complete? Yes = No L'J IF YES, DESCRIBE THE COMPLETED WORK •?4. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list). To be submitted by the applicant under separate cover. 25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED 'Would include but is not restricted to zoning, building and flood plain permits 26. Application is hereby m or a permit or permits to authorize the work described in this application. 1 certify that the information in this application is c plate accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized nt o e applicant. _A _ ATU F APPLICANT DATE SIGNATURE OF AGENT DATE The ust be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duty authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or • fraudulent statements or entry, shall be fined not more than $ 10,000 or imprisoned not more then five yews or both. NP Environmental Services, Inc. • Executive Summary Eastern North Carolina Natural Gas (EastemNC) is seeking permission to construct a new natural gas transmission and distribution system in coastal North Carolina, in association with a fiber optic conduit proposed by the Albemarle-Pamlico Economic Development Corporation (APEC). Development in coastal areas requires approval pursuant to the North Carolina Coastal Area Management Act (CAMA). In addition, this project requires approval in accordance with Sections 404 and 401 of the Clean Water Act and Section 10 of the Rivers and Harbors Act. This document serves both as a CAMA major development permit request and as a U.S. Army Corps of Engineers (USACE) Individual Permit application. This submittal also serves as the request for General Water Quality Certification from the North Carolina Division of Water Quality. EasternNC is a partnership between Progress Energy and APEC, and was formed to supply natural gas to counties previously unserved in eastern North Carolina after the North Carolina General Assembly passed the Clean Water and Natural Gas Critical Needs Act of 1998. Following rigorous review of EastemNCs proposed project, the North Carolina Utilities Commission granted EastemNC a Certificate of Public Convenience and Necessity and the exclusive franchise to provide natural gas service through a transmission and distribution system in 14 eastern North Carolina counties. The pipeline system will be constructed in phases, with is each phase being a single and complete project. APEC will install the fiber optic conduit concurrently with the pipeline construction. At present, EasternNC and APEC have permitted Phases 1, 2, and 7. The EastemNC Phase 3A permit is currently out for agency review and comment, with the permits expected to be issued by late March 2003. This submittal is for what is referred to as Phase 4A. The proposed EastemNC Phase 4A and APEC fiber optic project will consist of approximately 15.7 miles of transmission mainline within Pender and New Hanover Counties. The transmission system will consist of 12-inch diameter mainline. EasternNC has made extensive efforts to minimize environmental impacts during construction and operation phases of the pipeline system. Careful design of the pipeline system has allowed the proposed route to be collocated within existing North Carolina Department of Transportation (NCDOT) rights-of-way as well as within existing Progress Energy (formerly Carolina Power and Light) powerline easements. These efforts allow construction to occur in those areas that are regularly maintained, thus reducing the effect on the surrounding natural environment. The EasternNC Phase 4A and APEC fiber optic project is located in the Coastal Plain physiographic province of North Carolina and within the Cape Fear River Basin. Specifically, the project crosses a total of 5 waterbodies. Following consultation with state and federal resource • agencies, EastemNC has agreed to avoid or minimize disturbance to all streams identified as 4A EA March 2003 Environmental Services, Inc. • containing anadromous fish spawning or rearing habitat. As a general rule, the Phase 4A and APEC fiber optic project will be located approximately 5 feet inside the NCDOT right-of-way boundaries. Within the Progress Energy powerline easements, the pipeline will be constructed along the edge of the maintained corridor or, in a few circumstances, along existing dirt access roads that exist in the powerline easements. EasternNC anticipates no additional clearing of forested areas. Additionally, EasternNC has the flexibility to move around within the NCDOT rights-of-way and, to a lesser extent, in the Progress Energy easements if it will allow complete avoidance of jurisdictional wetlands and/or surface waters. The construction easement is approximately 20 feet wide. Perennial streams greater than 20 feet in width will be crossed with no impact by utilizing horizontal directional drilling (HDD). Some perennial streams less than 20 feet wide will be crossed using open-cut techniques if field conditions permit. These perennial streams that will be open-cut are canals or ditched streams that appear to be maintained regularly. HDD will be used if there is flowing water in these intermittent streams and open-cut techniques will be used if the intermittent channels are dry. The Phase 4A and APEC fiber optic project will also cross 26 wetlands that are located within the existing NCDOT rights-of-ways and the Progress Energy powerline easements. Several of these • wetland crossings are comprised of extensions of a larger wetland system that encroach into the preferred construction easement. There will be no net loss of wetlands due to utilization of HDD within the larger wetlands and by using open-cut techniques within the smaller wetlands, which will result in only temporary impacts to maintained emergent wetlands. No forested wetlands will be impacted in any way, including conversion of wetland community type. The decision to open- cut or use HDD will be made by assessing each "wetland system". As a general rule, HDD will be used for those wetland systems where temporary impacts would exceed 1.0 acre and for those high-quality systems that have an associated stream or river. In general, those wetland systems where temporary impacts would be less than 1.0 acre and those that may be isolated may be open-cut if field conditions allow. The use of HDD techniques will also allow EasternNC to completely avoid direct impacts to Areas of Environmental Concerns (AEC) as identified by the North Carolina Division of Coastal Management. Construction of the EasternNC Phase 4A and APEC fiber optic project is not expected to adversely affect any federally listed threatened/endangered species or critical habitat. Likewise, no adverse impacts to cultural resources are expected as a result of construction. In addition to the direct impacts, EastemNC has evaluated potential secondary and cumulative impacts from the proposed project. As part of this evaluation, EasternNC conducted an economic analysis to determine whether providing natural gas service to eastern North Carolina would • increase development in the area. The analysis indicates that no significant development would ii 4A EA March 2003 X Environmental Services, Inc. • result from constructing the EastemNC Phase 4A and APEC fiber optic project. The size and configuration of the pipeline is such that it will primarily service existing customers. The economic analysis also confirms that without the use of public funds (bond money), this project is not economically feasible. No significant secondary and/or cumulative environmental impacts are expected as a result of the construction of the EastemNC Phase 4A and APEC fiber optic project. In fact, conversion to cleaner burning natural gas may reduce atmospheric emissions in the area, which is an environmental benefit. EastemNC will be providing additional information in support of the secondary and cumulative impact analysis under separate cover. This document addresses Phase 4A only. 0 E 4A FA March 2003 Environmental Services, inc. 0 r? • TABLE OF CONTENTS 1.0 PROJECT INFORMATION .......................................................................................................1 1 .1 PROJECT DESCRIPTION ....................................................................................................... 1 1.1 .1 Transmission System ................................................................................................. 1 1.1 .2 Distribution System ..................................................................................................... 2 1 .2 GENERAL CONSTRUCTION METHODS ................................................................................... 2 1 .3 ENVIRONMENTAL SURVEYS .................................................................................................. 3 1 .4 AGENCY COORDINATION ...................................................................................................... 3 1 .5 AGENCY APPLICATIONS ....................................................................................................... 4 1 .6 ENVIRONMENTAL COMPLIANCE ............................................................................................ 6 2.0 PURPOSE AND NEED ............................................................................................................. 7 2.6 FUTURE PHASES ................................................................................................................. 7 3.0 ALTERNATIVES ANALYSIS ....................................................................................................8 3.1 PHASE 4A ROUTE ............................................................................................................... 8 4.0 ENVIRONMENTAL SETTING .................................................................................................10 4.1 PHYSICAL RESOURCES ...................................................................................................... 10 4.1.1 Physiography, Topography, and Land Use ..............................................................10 4.1.2 Soils ..........................................................................................................................10 4.1.3 Water Resources ...................................................................................................... 11 4.1.3.1 Cape Fear River Basin ..........................................................................................12 4.1.4 Impacts to Water Resources .................................................................................... 13 4.2 BIOTIC RESOURCES .......................................................................................................... 14 4.2.1 Plant Communities ....................................................................................................14 4.2.2 Wildlife ......................................................................................................................17 5.0 COASTAL AREA MANAGEMENT ACT ................................................................................19 6.0 JURISDICTIONAL ISSUES .................................................................................................... 22 5.1 AREAS OF ENVIRONMENTAL CONCERN (AEC) .................................................................... 19 5.2 POTENTIAL AEC IMPACTS ................................................................................................. 20 5.3 ESSENTIAL FISH HABITAT .................................................................................................. 20 5.3.1 Potential EFH Impacts ..............................................................................................21 6.1 WETLANDS AND SURFACE WATERS ................................. 6.2 JURISDICTIONAL DETERMINATION PROCEDURES .............. 6.2.1 Study Area for Jurisdictional Delineation ................ 6.2.2 Jurisdictional Mapping ............................................ 6.3 WETLANDS CROSSED ...................................................... 6.4 SURFACE WATERS CROSSED .......................................... ............................................... 22 ............................................... 22 ............................................... 23 ............................................... 23 ............................................... 23 ............................................... 24 iv 4A EA March 2003 Environmental Services, Inc. • 6.5 PROJECT IMPACTS ............................................................................................................ 28 6.5.1 Wetlands ................................................................................................................... 28 6.5.2 Waterbodies .............................................................................................................. 29 6.6 RIPARIAN BUFFER RULES .................................................................................................. 30 6.7 TEMPORARY IMPACT RESTORATION PLAN .......................................................................... 30 7.0 THREATENED AND ENDANGERED SPECIES .................................................................... 32 7.1 LISTED SPECIES ................................................................................................................ 32 7.2 EVALUATION METHODOLOGY ............................................................................................. 33 7.3 RESULTS ........................................................................................................................... 33 7.4 FEDERAL SPECIES OF CONCERN ........................................................................................ 41 7.5 STATE-LISTED SPECIES ..................................................................................................... 45 7.6 PROTECTED SPECIES CONCLUSIONS ................................................................................. 45 8.0 CULTURAL RESOURCES ..................................................................................................... 45 8.1 INTRODUCTION .................................................................................................................. 45 8.2 RESULTS OF INVESTIGATIONS ............................................................................................ 46 8.3 EFFECTS ........................................................................................................................... 46 8.4 ACCIDENTAL DISCOVERY PLAN .......................................................................................... 46 9.0 ENVIRONMENTAL EFFECTS ................................................................................................ 48 9.1 MINIMIZATION AND AVOIDANCE .......................................................................................... 48 9.2 CUMULATIVE AND SECONDARY IMPACTS ............................................................................ 49 9.3 FUTURE PHASES ............................................................................................................... 49 9.4 CONCLUSIONS ................................................................................................................... 49 10.0 LITERATURE CITED ............................................................................................................51 TABLES Page TABLE 4-1. PRIMARY WATERBODIES ALONG THE PREFERRED EASTERNNC PHASE 4A AND APEC FIBER OPTIC ROUTE ........................................................................ 13 TABLE 5-1. CAMA CROSSING FOR THE EASTERNNC PHASE 4A AND APEC FIBER OPTIC PROJECT ............................................................................ 20 TABLE 6-1. WETLAND CROSSINGS .............................................................................................. 26 TABLE 6-2. SURFACE WATER CROSSINGS ................................................................................... 27 TABLE 7-1: FEDERALLY PROTECTED SPECIES ............................................................................. 32 TABLE 7-2: FEDERAL SPECIES OF CONCERN ............................................................................... 41 • V 4A EA March 2003 Environmental Services, inc. • ATTACHMENTS ATTACHMENT A: PROJECT OVERVIEW MAP ATTACHMENT B: USGS TOPOGRAPHIC MAPS ATTACHMENT C: WETLAND/STREAM DELINEATION DRAWINGS ATTACHMENT D: WETLAND/STREAM DELINEATION DATA FORMS (ON ATTACHED DISK ATTACHMENT E: EROSION AND SEDIMENTATION CONTROL PLAN ATTACHMENT F: APEC FIBER OPTIC TYPICAL CONSTRUCTION DRAWING AND TYPICAL CROSS-SECTIONS FOR CAMA AEC'S APPENDIX APPENDIX A: INDIRECT AND CUMULATIVE IMPACTS r 1 ?J • vi 4A EA March 2003 Environmental Services, inc. 0 1.0 PROJECT INFORMATION Eastern North Carolina Natural Gas (EasternNC) is seeking permission to construct a new natural gas transmission and distribution system in coastal North Carolina. EastemNC is a partnership between Progress Energy (Progress) and the Albemarle-Pamlico Economic Development Corporation (APEC), and was formed to supply natural gas to counties previously unserved in eastern North Carolina. The North Carolina Utilities Commission (NCUC) granted EasternNC a Certificate of Public Convenience and Necessity and the exclusive franchise to provide natural gas service through a transmission and distribution system in 14 eastern North Carolina counties. The pipeline system is to be constructed in phases, each being a stand-alone project. This document addresses Phase 4A only. APEC is also proposing to install a fiber optic conduit concurrently with pipeline construction. 1.1 Project Description The proposed EasternNC Phase 4A and APEC fiber optic project will consist of approximately 15.7 miles of transmission mainline within the counties of Pender and New Hanover. The general location of the proposed pipeline project is shown on the overview maps included as Attachment A. The proposed route is shown in further detail on the maps provided in Attachment B. The Phase 4A project will begin in an existing Progress Energy powerline easement located on SR 1517, just south of NC Highway 210 and Interstate 40 intersection in Pender County and will terminate at the Sutton Power Plant west of US Highway 421 in New Hanover County. 1.1.1 Transmission System 9 The transmission system will consist of a 12-inch diameter mainline. To avoid and minimize potential environmental impacts, the proposed route is scheduled to be located within existing Progress Energy powerline easements as well as North Carolina Department of Transportation (NCDOT) rights-of-way. Limited portions of the maintained NCDOT rights-of-way will be utilized and the preferred location is approximately 5 feet inside the outer right-of-way limit. The pipe can be located closer to the edge of the pavement if it will minimize or avoid wetlands; however, it will not move outside the NCDOT maintained right-of-way if doing so requires additional clearing of forested areas. Moving closer to the edge of pavement will be dependent on the amount of underground utilities currently alongside the roadway. EasternNC desires to have the flexibility to move within the NCDOT right-of-way in a manner that will minimize impacts. EastemNC also has some flexibility to move within the Progress Energy easements to avoid and minimize impacts. Powerpoles and guy wires are the primary restrictions within the Progress Energy easements that may inhibit moving the pipeline at certain locations. Progress Energy does have the authority to ask EastemNC to construct in certain locations within the easement. The forester in charge of 4A EA 1 March 2003 vi Environmental Services, Inc. maintenance within the Progress Energy easement also has discretionary authority with regard to the construction. All of the above factors have been accounted for with regard to the final pipeline placement. EasternNC will also construct appurtenant facilities such as valve, metering and regulation stations. Typically these appurtenances will be constructed in 50-foot by 150-foot or smaller workspaces with permanent sites being 50-feet by 30-feet or smaller. A number of such sites along the Phase 4A and APEC fiber optic route are being investigated. EasternNC will locate these sites in upland areas and no wetland impacts are anticipated. EasternNC and Environmental Services, Inc., (ESI) will investigate these sites for potential impacts to jurisdictional areas, cultural resources, and threatened and/or endangered species. If potential impacts to these resources are identified, alternate sites may be available and will be utilized when feasible. 1.1.2 Distribution System Natural gas distribution lines will consist of 2, 4, and 6-inch plastic pipe constructed primarily to serve existing residential, commercial and industrial customers. Distribution lines will also be constructed to serve proposed business parks and several existing and proposed schools. EasternNC has made every attempt to locate the distribution system within previously disturbed • rights-of-way. Where possible, the distribution lines will be constructed along existing streets and roads within existing areas of development. Preliminary locations of distribution systems have been identified, but the exact locations are not shown on the maps due to scale limitations. Specific environmentally sensitive areas that will be impacted by the construction of the distribution system have not been identified. Should situations arise where distribution lines cannot be located to avoid environmentally sensitive areas, construction techniques such as Horizontal Directional Drilling (HDD) will be implemented where feasible to avoid impacts. 1.2 General Construction Methods Construction within NCDOT rights-of-way will be confined to the area "between the ditches," to the greatest extent possible. NCDOT has requested that construction occur within 5 feet of the outer right-of-way boundary to the greatest extent practicable. Refinement of the construction technique in previous phases has allowed EasternNC to decrease the size of the anticipated construction easement to 20 feet. Soil will be temporarily stored adjacent to the trench under strict guidelines established through the Erosion and Sedimentation Control Plan. As the pipe is lowered in place, the trench will be backfilled to pre-construction elevations. The trench will be covered daily. There will be a minimum of 36 inches of soil covering the pipe. Permanent ground cover (seed and mulch) will be installed in those areas that are considered to be upland road shoulder, right-of-way or uplands within Progress Energy easements. • 4A EA 2 March 2003 Environmental Services, Inc. In those small wetland areas to be open-cut, a surveyor will obtain pre-construction contours prior to any wetland disturbance. The top six to twelve inches of the wetland topsoil will be segregated and stockpiled adjacent to the open trench for a minimal amount of time. Stabilizing measures will be kept in place for the duration of the temporary side casting effort. The topsoil will serve as a natural seed source and should help the disturbed area to quickly regenerate with native wetland herbaceous species. A cover of straw or hay will be used for wetland areas. Refer to Section 6.7 for a detailed description of the restoration procedures proposed for any open-cut wetland. Typically, extra workspaces may be required at road, railroad and other utility crossings. Extra workspaces for additional storage of excavated soil and pipe may also be required for HDD construction, and large waterbody and wetland crossings. However, EastemNC will limit temporary construction easements and extra workspaces to the minimum area necessary to safely complete the project. Where extra workspaces are required, EasternNC will locate them outside of jurisdictional areas. EastemNC also intends to utilize various sites for pipe storage and contractor staging areas. Minimal ground disturbance will be required at these locations. As described above, these areas will be located in upland areas and outside of jurisdictional areas, and therefore are not addressed specifically in this document. EastemNC is currently evaluating the pipeline route to determine • the appropriate locations for these staging areas. Upon completion of construction, pre-existing contours will be restored to the extent practicable and the NCDOT rights-of-way and Progress Energy easements will be stabilized. For safety purposes, the pipeline will be constructed to have a minimum of 3 feet of soil cover. 1.3 Environmental Surveys Surveys for wetlands, streams, cultural resources, and threatened and endangered species were conducted for the entire EasternNC Phase 4A and APEC fiber optic route. All wetlands, streams, and AEC's within the affected NCDOT rights-of-way and Progress Energy easements were delineated by ESI. For further details regarding wetland and stream surveys please refer to Section 6.0 of this document. Threatened/endangered species and cultural resource surveys are discussed in Sections 7.0 and 8.0, respectively. Field work for the EastemNC Phase 4A and APEC fiber optic project commenced in January 2003 and ended in February 2003. 1.4 Agency Coordination The following state and federal regulatory agencies will have an opportunity to comment and provide input on this project while it is being reviewed by the U.S. Army Corps of Engineers • 4A EA 3 March 2003 Environmental Services, Inc. • (USACE), North Carolina Division of Water Quality (NCDWQ), and North Carolina Division of Coastal Management (NCDCM). U.S. Fish and Wildlife Service (USFWS) U.S. Environmental Protection Agency (EPA) National Marine Fisheries Service (NMFS) North Carolina Division of Marine Fisheries (NCDMF) North Carolina Wildlife Resources Commission (NCWRC) North Carolina Natural Heritage Program (NHP) North Carolina Department of Environment and Natural Resources (DENR) DENR - Division of Land Resources; Land Quality Section • North Carolina State Historic Preservation Office (SHPO) An interagency meeting was held on March 11, 2002 to discuss the Phase 4A project. The following regulatory personnel were present: Joanne Steenhuis (NCDCM-CAMA), Jennifer Frye and Scott Jones (USACE), and Dale Suiter (USFWS). Noelle Lutheran is representing the NCDWQ during the review process; however, she was unable to attend the interagency meeting. EastemNC representatives included John Lepper and Sheila Hughes. ESI representatives included Jeff Harbour, and Josh Witherspoon. The proposed pipeline route was presented during this meeting and permitting options were discussed. Additionally, EastemNC has discussed the project with the North Carolina Coastal Federation, Southern Environmental Law Center, and other interested environmental groups. To date, no group has indicated any opposition to the project. 1.5 Agency Applications Development in coastal areas requires approval pursuant to the North Carolina Coastal Area Management Act (CAMA). In addition, this project requires approval in accordance with Section 404 and 401 of the Clean Water Act and Section 10 of the Rivers and Harbors Act. This document serves both as a CAMA major development permit request and as a USACE Individual Permit (IP) application. NCDWQ General Water Quality Certification is also being requested as • part of this submittal. 4A EA 4 March 2003 9 Environmental Services, Inc. • Included in this notebook are the NCDCM forms DCM-MP-1, DCM-MP 2 and DCM-MP-3. Also included is the IP application form requesting Section 404 and Section 10 authorizations. Land disturbance activities encompassing greater than one acre require an Erosion and Sedimentation Control Plan (ESCP) as approved by DENR-Land Quality Section. This plan was prepared for EasternNC by Eddy Engineering, P.C. (EEPC), of Swansboro, NC. A National Pollution Discharge Elimination System (NPDES) stormwater general permit for construction activities will also be obtained separately from this submittal, if deemed necessary. In the previous permitted phases (1, 2, and 7), EastemNC's overall approach to the route preference, project design, and construction planning has been to comply with the Nationwide Permit program's intent to authorize "any category of activity involving discharges of dredged or fill material if the activities in that category are similar in nature and have minimal adverse environmental impacts, individually or cumulatively," and specifically with the requirements under NWP 12 "Utility Line Activities" as authorized on March 18, 2002. NWP 12 allows temporary impacts to wetlands as long as they are returned to pre-construction contours and no wetland conversion occurs. The temporary impact amount does not count toward the 0.5-acre limit on permanent loss of non-tidal waters of the United States. • The Phase 3A and 4A projects were also designed to result in no permanent loss of waters or wetlands; however, USACE is requiring EastemNC to apply for an IP as opposed to a NWP. There are several regional NWP conditions that EasternNC will continue to follow throughout the IP process. These may include, but are not limited to the following: 1) Discharges to waters of the U.S. designated by either NCWRC or NCDMF as anadromous fish spawning area are prohibited during the period between February 15th and June 30th, without prior written approval from NCDMF, NCWRC, and USACE. 2) Pipeline/utility line construction through jurisdictional waters and wetlands will be accomplished using directional drilling/boring methods to the maximum extent practicable. 3) Temporary discharges of excavated or fill material into wetlands and waters of the U.S. will be for the absolute minimum time necessary to accomplish the work. Progress Energy, as EastemNC's parent company, has many years of experience in working with the USACE and other state and federal regulatory agencies to ensure that the company's utility line projects are designed and built in accordance with the Section 404 and 401 program requirements, including Section 10 requirements. • 4A EA 5 March 2003 X Environmental Services, inc. • Additionally, the Section 404 IP requires specific review and approvals from other agencies, including the NCDWQ (the Section 401 water quality certification), the USFWS (threatened and endangered species review), and the SHPO (cultural resources review). The IP application must also comply with Section 404(b) Guidelines as established under the regulatory framework of the Clean Water Act. 1.6 Environmental Compliance EastemNC will take appropriate steps to avoid, minimize, or mitigate (if needed) impacts, in order to comply with Section 404(b) Guidelines. The following points support the position above: 1) The project alignment has been chosen to minimize impacts to pristine and undisturbed wetlands. 2) Surface water and wetland construction techniques are typical and consistent with utility line construction. 3) HDD will be utilized as much as is practicable considering wetland sizes and distances. 4) Project permitting is typical and consistent with the Individual Permit process. 5) No permanent loss of waters of the United States will result. 6) Temporary impacts will be restored to pre-construction contours. 7) No wetland conversion will occur. 8) Secondary and cumulative impacts have been addressed and found to be minimal. E environmental compliance officer who will remain on-site throughout the construction period. This Compliance with applicable environmental permit conditions and requirements is a critical element in protecting the environment during construction of any project. EasternNC will comply with all applicable general and specific USACE, NCDCM and NCDWQ permit conditions and certifications. Construction will also adhere to EastemNC's ESCP, as prepared by EEPC. EasternNC will submit the ESCP to DENR's Land Quality Section for their approval. Due to the complexity of multiple regulatory requirements for this project, EasternNC is also developing an Environmental Compliance Manual (ECM) specific to the Phase 4A and APEC fiber optic project. EastemNC and its contractors will use the ECM to facilitate compliance with all applicable permit requirements during construction of the project. Copies of required approvals and certifications, including the approved ESCP, will be incorporated into the ECM. In addition, the ECM will document basic environmental construction techniques and Best Management Practices that EasternNC and its contractors will implement during and following construction to protect the environment and to minimize potential adverse effects of the pipeline construction and maintenance. This will include procedures to handle unanticipated cultural resource discoveries, spill prevention and containment, and other applicable measures to minimize the potential effects on the environment during pipeline construction. EastemNC will also utilize a contracted 4A EA 6 March 2003 X Environmental Services, Inc. • environmental compliance officer will consult with ESI and EEPC on an as-needed basis. Copies of the guidelines used in the ECM are available from EastemNC upon request. ESI has worked closely with the environmental compliance officers contracted by EasterNC on the previous phases of the pipeline. ESI assists them with marking AECs and other environmentally sensitive areas so that construction crews will not encroach into these areas. 2.0 PURPOSE AND NEED The North Carolina General Assembly recognized the need for a natural gas pipeline system to serve eastern North Carolina (and other areas of the state). This need was addressed when the General Assembly passed the Clean Water and Natural Gas Critical Needs Act of 9998 (Act). This Act provided means to fund construction of and improvements to water, sewer and natural gas infrastructure that were otherwise economically unfeasible. Subsequently, voters approved a referendum authorizing the use of state bonds to fund these infrastructure improvements. The purpose of the proposed EastemNC Phase 4A pipeline project is to provide clean burning natural gas to residential, commercial and industrial customers in counties in eastern North • Carolina currently without natural gas service. The project will also provide an alternative for consumers interested in converting from existing energy sources. The APEC fiber optic project is intended to provide state-of-the-art information exchange technology to schools and hospitals within the Phase 4A area. 2.6 Future Phases • Phases 313, 413, 5, and 6 of the EastemNC natural gas pipeline system were also approved by the NCUC (Docket No. G-44, Sub 0, June 7, 2001). However, these phases will be constructed and operated independently of the Phase 4A project. Future phases will originate at one of several potential interconnect points. Thus, gas supply sources of future phases will be independent of the Phase 4A project. Therefore, as discussed and verbally approved during initial project scoping meetings with the NCDCM, NCDWQ and USACE, EastemNC will seek to permit subsequent phases separately since each must be able to operate as a stand-alone facility. In doing so, any action by regulatory agencies on Phase 4A will not imply or affect subsequent actions on future phases. 4A EA 7 March 2003 X Environmental Services, Inc. 0 3.0 ALTERNATIVES ANALYSIS Headquarters of the U.S. Army Corps of Engineers (HQUSACE) guidance from 22 April 1986 requires that alternatives be practicable to the applicant and that the purpose and need for the project must be the applicant's purpose and need. This guidance also states that project purpose is to be viewed from the applicant's perspective rather than only from the broad, public perspective. The essential point of the HQUSACE policy guidance of 22 April 1986 is that under the Section 404 (bx1) Guidelines, an alternative must be available to the applicant to be a practicable alternative. Pursuant to 40 CFR 230.10(a)(2) practicable alternatives are those alternatives that are "available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purpose." The preamble to the Guidelines states, "if an alleged alternative is unreasonably expensive to the applicant, the alternative is not practicable." Section 40 CFR 230.10 (a) of the Guidelines state that " no discharge of dredged or fill material shall be permitted if there is a practicable alternative to the proposed discharge which would have less adverse impact on the aquatic ecosystem, so long as the alternative does not have other significant environmental consequences." . 3.1 Phase 4A Route Phase 4A of the EastemNC pipeline project is designed to connect to an existing North Carolina Natural Gas (NCNG) pipeline at the Progress Energy Sutton Power Plant west of US 421. One of the key considerations in developing the proposed pipeline route is to install the pipeline in existing NCDOT rights-of-way and CP&L easements to eliminate the additional cost of purchasing land. • Reviewing potential pipeline routes reveals using the powerline right-of-way for the majority of Phase 4A is far more cost effective than using the NCDOT rights-of-way along US 117. The costs of purchasing private property associated with the US 117 right-of-way route would have been prohibitive. As a major north/south highway, US 117 right-of-way contains numerous underground utility lines. One alternative Phase 4A route previously considered was within a Progress Energy powerline easement east of the current route. This route would have eventually reached US 421 and the Sutton Plant via the powerline easement adjacent to the Kosa plant. This alternative route went through an area known as Haw's Run (Onslow County) and also a portion of Holly Shelter Game Lands (Pender County). Portions of the powerline within Onslow County contain known populations of two federally protected plant species; golden sedge (Carex lutea) and Cooley's meadowrue (Thalictrum cooleyi). Portions of the powerline within Pender County contain known 4A EA 8 March 2003 X Environmental Services, Inc. • populations of three federally protected plant species; rough-leaved loosestrife (Lysimachia asperulaefolia), golden sedge, and Cooley's meadowrue. This alternative route has been abandoned by EastemNC in order to avoid potential impacts to these known plant populations during construction of the Phase 4 project. EastemNC's parent company, Progress Energy, currently holds the easements for the entire length of powerline corridor proposed for this project. The ability to construct the pipeline within the existing powerlines will provide a substantial cost savings during the construction of this project and will also alleviate traffic issues along US 117. The powerlines are maintained on an approximate three-year mowing cycle by CP&L. By using the maintained powerline rights-of-way, EastemNC will incur the least amount of environmental impacts resulting from project construction because the wetlands encountered have already been and will continue to be maintained at an early successional stage during routine maintenance. Utilizing powerline rights-of-way and the NCDOT rights-of-way will provide the most direct and least environmentally damaging route for the Phase 4A and APEC fiber optic project. As stated in 40 CFR 230.10 (a)(2), practicable alternatives are those that are "available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purpose." The preferred alternative for the Phase 4A and APEC fiber optic project will • have a minimal and temporary effect on aquatic ecosystems. 3.2 No Action Alternative • A "No Action" alternative is here considered to be one that avoids all wetland and surface water impacts. A "No Action" decision for this project would result in negative economic impacts to EastemNC, shareholders, the affected counties, and municipalities. The North Carolina General Assembly has also recognized the need for natural gas to serve eastern North Carolina. The fact that the proposed location of the pipeline will utilize primarily disturbed rights-of-way and powerline easements is more desirable and more appropriate than attempting this venture on undisturbed property. The "No Action" alternative is not capable of achieving the basic purpose and need of the proposed project and, therefore, is not a reasonable alternative. 4A EA 9 March 2003 X Environmental Services, Inc. • 4.0 ENVIRONMENTAL SETTING 4.1 Physical Resources 4.1.1 Physiography, Topography, and Land Use The EastemNC Phase 4A and APEC fiber optic project is located within the Coastal Plain physiographic province of North Carolina. The topography of the Phase 4A and APEC fiber optic project corridor is generally characterized as nearly level to gently sloping. United States Geological Survey (USGS) 7.5-minute series topographic quadrangle maps were used extensively to determine physiographic relief and to assess landscape characteristics (Attachment B). Primary land use along the Phase 4A and APEC fiber optic route includes silviculture, agriculture, and forested land. Developed land also accounts for a significant portion of the land use along the US 421 portion of the Phase 4A route. 4.1.2 Soils Detailed soil mapping and descriptions were obtained from the latest county soil surveys published by the United States Department of Agriculture (USDA) Natural Resources • Conservation Service (NRCS). The specific county soil surveys utilized include the Soil Survey of Pender County (USDA 1990) and the Soil Survey of New Hanover County (USDA 1977). Numerous soil-mapping units occur within the project study area; however, many have been disturbed due to right-of-way and powerline easement activities and other development. Instead of listing each individual soil-mapping unit, EastemNC is providing the general soil association that the Phase 4A and APEC fiber optic route crosses. Specific mapped soil types are documented on the USACE jurisdictional determination data forms provided in Attachment D. • The Phase 4A and APEC fiber optic route crosses six soil associations in Pender County (USDA 1990) and two soil associations in New Hanover County (USDA 1977). All of the soil associations that are crossed by the route of the pipeline are along roadside rights-of-way or power line easements. 4A EA 10 March 2003 X Environmental Services, Inc. • Soil Associations crossed (by county): Pender County Murville-Croatan-Torhunta: Nearly level, very poorly drained soils that have a mucky or loamy surface layer and a sandy or loamy subsoil; on uplands and stream terraces. Rains-Woodington-Liddell: Nearly level, poorly drained soils that have a loamy surface and a loamy subsoil; on uplands and stream terraces. Leon-Mandarin: Nearly level, poorly drained and somewhat poorly drained soils that are sandy throughout; on uplands and stream terraces. Goldsboro-Norfolk-Exum: Nearly level to gently sloping, moderately well drained and well drained soils that have a sandy or loamy surface layer and a loamy subsoil; on uplands and terraces. Foreston-Autryville-Baymeade: Nearly level to gently sloping, moderately well drained and well drained soils that have a sandy surface layer and a loamy or sandy subsoil; on uplands and terraces. • Muchalee-Dorovan: Nearly level, poorly drained and very poorly drained soils that have a loamy surface layer underlain by a loamy and sandy material or are sapric material (muck); on flood plains. New Hanover County Dorovan-Johnston : Very poorly drained soils that have a muck, loam, or sandy loam surface and a layer of muck or sand underlying layer; in areas that are flooded by streams or tides. Kureb-Baymeade-Rimini association: Excessively drained to well drained soils that have a sand and tine sand surface layer and a sand, fine sandy loam, and loamy fine sand subsoil; on uplands. 4.1.3 Water Resources The Phase 4A and APEC fiber optic project crosses the Cape Fear River Basin. The preferred route in the Cape Fear River basin is located in one USGS hydrologic unit, 03030007. A Best Usage Classification is assigned to waters of the State of North Carolina based on the • existing or contemplated best usage of various streams or segments of streams in the basin. The 4A EA 11 March 2003 9 Environmental Services, Inc. • proposed project crosses waterbodies with Best Usage Classifications of Class B and C, and most have supplemental classification of Sw (NCDENR 2003). Class B waterbodies are fresh waters suitable for aquatic life propagation and survival, fishing, wildlife, primary recreation, and agriculture. Class C waterbodies are fresh waters suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation, and agriculture. The supplemental classification Sw indicates swamp waters, which have low velocities, and other natural characteristics, which are different from adjacent streams. The waterbodies crossed by the Phase 4A and APEC fiber optic project are shown on the USGS maps in Attachment B. Crossing details are provided in Section 6.0. Many of the surface waters crossed by the Phase 4A and APEC fiber optic project may consist of small, first order stream channels that may or may not have an individual Best Usage Classification. In instances where a channel does not have an assigned Best Usage Classification, these streams will share the Best Usage Classification of the first receiving water body that is classified. ESI delineated the jurisdictional surface waters along the Phase 4A and APEC fiber optic project route in January through February of 2003. Stream delineation was conducted pursuant to current USACE and NCDWQ criteria. Information regarding the river basin crossed by the Phase 4A and APEC fiber optic project follows. This information includes subbasin information, major surface water crossings and water quality information based on the most recent Basinwide Assessment Reports or Water Quality Plans. Hydrostatic testing is necessary in order to assess the safety of the pipeline. This involves placing water in the pipeline under pressure in order to check the overall pipeline integrity. This water is often obtained from municipal water supplies such as fire hydrants or water lines, where available. Should sufficient water not be available, EastemNC will apply for a permit to withdraw the required water from available streams with sufficient capacity. 4.1.3.1 Cape Fear River Basin The starting point of the Phase 4A and APEC fiber optic project begins in an existing Progress Energy powerline easement located on SR 1517 east of Rocky Point Elementary School, just south of the intersection of NC 210 and Interstate 40. The proposed pipeline runs south for 2.8 miles and then turns southwest and crosses US 117 while remaining within the powerline easement. The pipeline heads in a southwest direction for 7.7 miles and crosses the Northeast Cape Fear River in two locations. The pipeline then turns southeast and follows the US 421 right- of-way for 4.4 miles. The pipeline then re-enters another Progress Energy powerline easement • near the Sutton Power Plant and continues within this easement for 0.8 miles until terminating at 4A EA 12 March 2003 Environmental Services, Inc. • the power plant. The Phase 4A project is located in subbasin 03-06-23 of the Cape Fear River Basin (NCDENR 1999). The major water crossings within the Cape Fear River Basin are the two crossings of the Northeast Cape Fear River and the single crossing of Fishing Creek. The Northeast Cape Fear River and Fishing Creek are considered an Areas of Environmental Concern (AEC) pursuant to CAMA. Please refer to Table 4-1 for a complete listing and description of the stream crossings within the Cape Fear River Basin. Table 4-1. Primary Waterbodies Along the Preferred EastemNC Phase 4A and APEC Fiber Optic Route. Unnamed tributaries (UTs) to these primary waterbodies share the same Best Usage Classification. River Basin USGS North Major Streams Best Usage Hydrologic Carolina Classification Unit Subbasin Cape Fear 03030007 03-06-23 Northeast Cape Fear River B, Sw Northeast Cape Fear River C, Sw Turkey Creek' C, Sw Fishing Creek C, Sw The pipeline only crosses UTs of Turkey Creek. • 4.1.4 Impacts to Water Resources The proposed Phase 4A and APEC fiber optic project route crosses 5 waterbodies. These waterbodies include the streams, creeks and rivers under the jurisdiction of USACE, NCDWQ and those areas under the additional jurisdiction of CAMA. EastemNC will use HDD when feasible to cross the affected waterbodies. Several of the jurisdictional streams are now ditches or have been channelized to flow either under the road through culverts or through the powerline easement as a result of maintenance or silviculture activities. All AECs under the jurisdiction of CAMA will be crossed via HDD. A total of 3 perennial streams will be crossed via HDD. Additionally, 2 perennial streams will be crossed by either HDD or open-cut methods, dependant upon field conditions at the time of construction. Perennial streams that may be considered for open-cutting are typically less than 20 feet wide and are canals or ditched streams that appear to be maintained regularly. These are shown as potential open-cut scenarios in Table 6-2. EastemNC will adhere to requests by NMFS, NCDMF and NCWRC for implementation of a construction moratorium between certain dates to ensure that the critical times of usage by finfish species are protected in the event of any surface water being open-cut. Information regarding these specific dates should be received during this permit application review period. EastemNC has previously met with NCWRC on previous phases to discuss these issues. The Northeast Cape Fear River and Fishing Creek may be considered anadromous fish spawning habitat by 4A EA 13 March 2003 X Environmental Services, Inc. NCWRC and NCDMF. If so, then a construction moratorium will be enforced between February 15th and September 30th. However, the use of HDD on these three areas is expected to allow construction during this moratorium period since no channel disturbing activities will occur. Other short-term impacts to water resources include minor turbidity and temporary displacement of resident aquatic wildlife. Turbidity will be minimized through the use of silt screen either adjacent to the stream channels or possibly through the use of floating silt curtains within the channel itself. Best Management Practices and strict adherence to the Erosion and Sedimentation Control Plan will limit the overall affect on water resources within the Phase 4A and APEC fiber optic project route. 4.2 Biotic Resources 4.2.1 Plant Communities Numerous plant communities occur along the EastemNC Phase 4A and APEC fiber optic project route. These plant communities consist of natural, undisturbed communities outside of the powerline and NCDOT rights-of-way as well as plant communities resulting from previous disturbance. Distribution and composition of plant communities throughout the study corridor reflect landscape-level variations in topography, soils, hydrology, and past and present land use practices. When appropriate, plant community names have been adopted and modified from the NHP classification system (Schafale and Weakley 1990) and the descriptions written to reflect local variations within the project study area. The preferred route for the Phase 4A and APEC fiber optic project passes through seven natural plant communities, as well as three plant communities resulting from past or ongoing disturbances. An additional component is the land that has been disturbed through either residential or commercial development. The proposed pipeline will not affect these plant community types due to it being constructed within existing powerline and NCDOT rights-of-way. These communities are discussed because they generally occur just outside of the right-of-way limits. Each of the natural and disturbed plant community types is briefly described below. • Mixed Hardwood Forest - Mixed hardwood forest is a common plant community within the project study area. This community type can consist of both upland areas and wetland areas. Typical tree species encountered in mixed hardwood forest includes, but is not limited to, red maple (Acer rubrum), sweetgum (Liquidambar styraciflua), water oak (Quercus nigra), laurel oak (Q. laurifolia), southern red oak (Q. falcata), white oak (Q. alba), American sycamore (Platanus occidentalis), American beech (Fagus grandifolia), flowering dogwood (Corpus florida), green ash (Fraxinus pennsylvanica), and American elm (Ulmus americana). Shrub species may include wax myrtle (Myrica cerifera), American holly (Ilex opaca), tag alder (Alnus semilata), and elderberry (Sambucus canadensis). Groundcover may be densely covered or very sparse. Typical species 4A EA 14 March 2003 X Environmental Services, Inc. include Japanese honeysuckle (Lonicera japonica), yellow jessamine (Gelsemium sempervirens), giant cane (Arundinaria gigantea), and bracken fern (Pteridium aquilinum). Mixed Pine/Hardwood Forest - Mixed pine/hardwood forest is one of the most common plant communities within the study corridor. This plant community may have a mixture of the same species listed for the mixed hardwood forest with an additional component of native pine trees. These pines typically consist of loblolly pine (Pinus taeda), longleaf pine (P. pa/ustris), and pond pine (P. serotina). Many of these mixed pine/hardwood forests have been subject to silviculture practices. Planted Pine - The planted pine community results directly from silviculture operations and is identified by the monotypic stands of loblolly pine. Many of these planted pine communities were historically mixed pine/hardwood forest and have been converted to produce only pines. Often a shrub and vine component will be present in these planted pine communities. Shrubs such as wax myrtle and bitter gallberry (Ilex glabra) are common. Typical vines include blackberry (Rubus spp.) and greenbrier (Smilax spp.). Coastal Plain Bottomland Hardwood Forest - Coastal Plain bottomland hardwood forest is typically associated with floodplains of larger rivers or streams. Normal hydrology in these communities is seasonal with the highest water levels typically experienced in the wetter months of the year. This allows for a diverse assemblage of vegetation, especially herbaceous species. Typical tree species may consist of red maple, laurel oak, American sycamore, green ash, swamp tupelo (Nyssa biflora), and ironwood (Carpinus caroliniana). Shrub species may include Virginia willow (Itea virginica), buttonbush (Cephalanthus occidentalis), tag alder, and wax myrtle. Herbaceous species can be very diverse and may consist of sedges (Carex spp.), beakrushes (Rhynchospora spp.), cardinal flower (Lobelia cardinalis), Virginia chain-fern (Woodwardia virginica), netted chain-fern (W. areolata), and jack-in-the-pulpit (Arisaema triphyllum). Cypress/Gum Swamp - Cypress/gum swamps are also typically associated with floodplains of large rivers or streams, but are located at slightly lower elevations than those found in Coastal Plain bottomland hardwood forests. The duration of high water conditions typically last for longer periods of time in cypress/gum swamps, thus restricting the overall species diversity. Typical trees encountered in a cypress/gum swamp include bald cypress (Taxodium distichum), swamp tupelo, and water tupelo (Nyssa aquatica). Herbaceous species are typically sparse in cypress/gum swamps due to the prolonged inundation; however, lizard's tail (Saururus cemuus) is a commonly encountered species. • 4A EA 15 March 2003 Environmental Services, Inc. Coastal Plain Small Stream Swamp - The Coastal Plain small stream swamp community is similar to the cypress/gum swamp, but on a smaller scale. This community is typically found adjacent to smaller streams that have relatively small watershed areas. Typical trees found in Coastal Plain small stream swamps include bald cypress, swamp tupelo, red maple, and green ash. Shrub species may consist of Virginia willow, tag alder, and buttonbush. Herbaceous species are typically sparse in Coastal Plain small stream swamps with occasional cattail (Typha spp.) and lizard's tail being relatively common. Successional/Clear-cut - Successional and clear-cut areas typically result from land clearing or silviculture operations. These areas will re-vegetate with native and non-native species if left alone after the initial disturbance. Common species within successional and clear-cut areas include red maple, sweetgum, loblolly pine, broomsedge (Andropogon virginica), dog-fennel (Eupatorium capillifolumm.), blackberry, and greenbrier. Xeric Sandhill Scrub - The Xeric Sandhill Scrub community is typically associated with coarse deep sands of ridge and swale systems, relict aeolian sand deposits, Carolina bay rims, and sandy uplands. Normal hydrology in these systems is excessively drained. These communities are the driest in the Coastal Plain. Tree species consists of an open canopy of longleaf pine (Pinus palustris), with open to dense understory of turkey oak (Quercus laevis). A sparse low shrub layer consisting primarily of huckleberry (Gaylussacia dumosa) and poison ivy • (Toxicodendron radicans) may be present. Herbaceous species present in the Xeric Sandhill Scrub community are typically sparse to moderately dense with wiregrass (Aristida stricta), sandwort (Minuartia caroliniana) and little bluestem (Schizachyrium scoparium) (Schafale and Weakley 1990). Agriculture Land - Agriculture is a major component of the economy of the Coastal Plain and agriculture fields are common along the Phase 4A and APEC fiber optic project route. Primary crops include corn and millet. Some fields appear to be active on a yearly basis while others appear to lie fallow for extended periods of time. Several areas of pasture are present along this route. Maintained/Disturbed Land - Maintained/disturbed land includes those areas that are routinely maintained or have been disturbed to a degree that they no longer maintain any significant plant communities. These areas include but are not limited to maintained rights-of-way, residential development, driveways, powerline easements, utility easements, and commercial development. The majority of the impacts associated with the Phase 4A and APEC fiber optic project will occur on maintained/disturbed land; primarily maintained powerline and road rights-of-way. The powerline easements are maintained on an approximate three-year mowing cycle. • 4A EA 16 March 2003 X Environmental Services, inc. 0 4.2.2 Wildlife During the field investigation phase of this project, the Phase 4A and APEC fiber optic project route was visually surveyed for signs of wildlife, both terrestrial and aquatic. Direct observation of terrestrial and aquatic wildlife was limited to the months of January and February 2003. Direct observations of terrestrial and aquatic wildlife were documented, and expected population distributions were determined through observations of available habitat and review of supportive documentation found in Martof et al. (1980), Webster et a/. (1985), Menhenick (1991), Hamel (1992), Rohde et al. (1994), and Palmer and Braswell (1995). Terrestrial The project study area was visually surveyed for signs of terrestrial wildlife. Very little terrestrial wildlife was observed within the project study area. Mammals observed within the project study area include white-tailed deer (Odocoileus virginanus), gray squirrel (Sciurus carolinensis), and Virginia opossum (Didelphis virginiana). Other mammals expected to occur in and around the project study area include black bear (Ursus americanus), raccoon (Procyon lotor), marsh rabbit (Sylvilagus palustris), eastern cottontail (Sylvilagus floridanus), river otter (Lutra canadensis), beaver (Castor canadensis), and nutria (Myocastor coypus), No terrestrial reptiles were observed within the project study area. Reptile species expected to occur in the project study area include, but are not limited to, black racer (Coluber constrictor), eastern box turtle (Tenapene carolina), green anole (Anolis carolinensis), rough green snake (Opheodrys aestivus), ground skink (Scincella lateralis), and rat snake (Elaphe obsoleta). No terrestrial or arboreal amphibians were observed within the project study area. Terrestrial or arboreal amphibians expected to occur in and around the project study area include such species as southern leopard frog (Rana utricularia) and spring peeper (Pseudacris crucifer). Aquatic and wetland dependent avian species expected to occur within and around the project study area include great blue heron (Ardea herodias), mallard (Anas platyrhynchos), wood duck (Aix sponsa), American black duck (Anas rubripes), ruddy duck (Oxyura jamaicensis), snowy egret (Egretta thula), great egret (Ardea alba), and belted kingfisher (Ceryle alcyon). Additional avian species observed within the project study area include red-shouldered hawk (Buteo lineatus), wild turkey (Meleagris gallopavo), American crow (Corvus brachyrhynchos), northern cardinal (Cardinalis cardinalis), and blue jay (Cyanocitta cristata). Other species expected to occur within and around the project study area include such species as mourning dove (Zenaida macroura), pileated woodpecker (Dryocopus pileatus), eastern wood-pewee (Contopus virens), common yellowthroat (Geothlypis trichas), and various warblers (Dendroica sPP•)• 4A EA 17 March 2003 X Environmental Services, Inc. • Most of the terrestrial wildlife occurring in the project study area is typically adapted to life in or around fragmented landscapes, and overall impacts should be minor. Due to the lack of, or limited, infringement on natural communities, the proposed project will not result in significant loss or displacement of known terrestrial animal populations. The proposed Phase 4A and APEC fiber optic project will not impact wildlife movement corridors, with the possible exception of temporary displacement during actual construction. Aquatic The Phase 4A and APEC fiber optic project study area was visually surveyed for signs of aquatic wildlife; however, no quantitative sampling was conducted. The aquatic habitat within the Phase 4A and APEC fiber optic project route includes wetlands and streams. The streams that were delineated consist of little more than ditches that have intercepted natural stream flow. These jurisdictional streams (i.e., ditches) provide little habitat for any aquatic wildlife other than frogs, turtles and a few small fish species. All of the major streams provide riparian and benthic habitat for a variety of amphibians and aquatic reptiles. Although none were observed during the field investigation, the following species are expected to occur in the Phase 4A and APEC fiber optic project study corridor: green frog (Rana clamitans), bull frog (Rana catesbeiana), American alligator (Alligator mississippiensis), snapping turtle (Chelydra serpentina), slider (Pseudemys scripta), mud turtle (Kinostemon • subrubrum), banded water snake (Nerodia fasciata), brown water snake (Nerodia taxispilota), and cottonmouth (Agkistrodon piscivorus). Freshwater fish species of recreational interest potentially found in the waterbodies proposed for crossing are the yellow perch (Perca flavescens), white perch (Morone americana), largemouth bass (Maropterus salmoides), chain pickerel (Esox niger), and various sunfish (Lepomis spp.). Other species that are not of recreational interest but may be encountered in project study area streams include swamp darter (Etheostoma fusiforme), flier (Centrarchus macropterus), American eel (Anguilla rostrata), eastern mosquitofish (Gambusia holbrooki), tadpole madtom (Noturus gyrinus), yellow bullhead (Ictalurus natalis), and creek chubsucker (Erimyzon oblongus). Anadromous Fish The anadromous species potentially making use of surface waters proposed for crossing include striped bass (Morone saxatilis), blueback herring (Alosa aestivalis), skipjack herring (A. chrysochloris), alewife (A. pseudoharengus), and Atlantic menhaden (Brevoortia tyrannus). Menhinick (1991) has documented these species within major drainages located in Pender and New Hanover Counties associated with the Phase 4A and APEC fiber optic project. ESI contacted Sara Winslow from NCDMF to request detailed information regarding construction moratoria associated with known anadromous fish spawning areas. The moratoria dates are from • 15 February until 30 September for in-water construction activities only in known anadromous fish 4A EA 18 March 2003 x Environmental Services, Inc. • spawning and nursery areas. One waterbody is known as an anadramous fish spawing area along the Phase 4A route (CGIA 2001). This is the Northeast Cape Fear River. This waterbody will be crossed using HDD resulting in no in-water construction activities. The moratoria dates for in-water construction activities in non-anadromous spawning and nursery areas is from 15 February until 30 June. One waterbody may be a non-anadromous fish spawning area along the Phase 4A route. This waterbody is Fishing Creek. This waterbody will be crossed using HDD resulting in no in-water construction activities. Anadromous and non-anadromous fish spawning areas will not be impacted by the construction of the Phase 4A project. 5.0 COASTAL AREA MANAGEMENT ACT The NCDCM and the Coastal Resources Commission (CRC) manages the CAMA program, which affords additional protection to certain areas located within any of the twenty (20) coastal counties. Activities that impact certain coastal wetlands that are under the jurisdiction of CAMA, also known as AEC, typically require CAMA approval as granted through the NCDCM (NCDCM 2002). Pre-determined areas within the project study area will qualify as AECs because they meet one or more of the following criteria defining CAMA's AECs: 1) public trust waters; 2) estuarine waters; 3) coastal shorelines; and 4) coastal wetlands. Public trust waters are the coastal waters and submerged lands that every North Carolinian has the right to use. These areas often overlap with estuarine waters, but also include many "inland" fishing waters as defined by the North Carolina Marine Fisheries Commission (NCDCM 2002). Estuarine waters are the state's oceans, sounds, tidal rivers and their tributaries, which stretch across coastal North Carolina and link to the other parts of the estuarine system: public trust areas, coastal wetlands and coastal shorelines (NCDCM 2002). Coastal shorelines include all lands within 75 feet of the normal high water level of estuarine waters. Coastal wetlands include any marsh in the 20 coastal counties that regularly or occasionally flood by lunar or wind tides, and include one or more of the ten listed CAMA plant species. 5.1 Areas of Environmental Concern (AEC) ESI submitted letters and maps to NCDCM requesting CAMA jurisdictional determinations along the Phase 4A and APEC fiber optic project routes. ESI obtained verification from NCDCM regarding areas within the project study area that will be viewed as AECs pursuant to CAMA. Ms. Joanne Steenhuis, NCDCM field representative, provided information to ESI indicating which streams and wetlands will be subject to CAMA jurisdiction. A total of three CAMA crossings were identified by NCDCM. A list of each CAMA crossing recognized as an AEC is provided in Table 5-1. Any impacts to these AECs, including the use of HDD, will require authorization from CAMA in the form of a permit or permit modification. EasternNC will be • 4A EA 19 March 2003 9 Environmental Services, Inc. • responsible for notifying all of the affected riparian property owners associated with each of the three CAMA crossings. Table 5-1. CAMA Crossings for the EasternNC Phase 4A and APEC Fiber Optic Project. AEC* County River Basin Location Best Usage Classification Mainline 1. NE Cape Fear River Pender and Cape Fear West of US 117 B, Sw New Hanover 2. NE Cape Fear River Pender and Cape Fear East of US 421 C, Sw New Hanover 3. Fishing Creek New Hanover Cape Fear US 421 C, Sw * = Area of Environmental Concern (AEC), as regulated by the North Carolina Division of Coastal Management 5.2 Potential AEC Impacts In addition to the streams and rivers that may be subject to CAMA jurisdiction, areas that are within 30 feet of the normal high water line of CAMA streams designated as "Inland Fishing Waters" are considered AECs (NCDCM 2002). Fishing Creek is considered "Inland Fishing Waters". Areas within 75 feet of the normal high water line along estuarine waters are also . considered AECs (NCDCM 2002). No estuarine water will be crossed by this project. EasternNC intends to install the Phase 4A pipeline under all CAMA AECs by utilizing HDD techniques. The entry and exit points of the HDD will be designed so that no direct impacts occur within AEC boundaries. The minimum length of each HDD is listed in Tables 6-1 and 6-2. Required setback distances will keep the equipment a safe distance from the AEC boundaries. 5.3 Essential Fish Habitat Essential Fish Habitat (EFH) is defined by the NMFS as "those waters and substrate necessary for fish spawning, breeding, feeding, or growth to maturity" (NMFS 1999). For the purpose of interpreting the definition of EFH: "Waters" include aquatic areas and their associated physical, chemical and biological properties that are used by fish and may include aquatic areas historically used by fish where appropriate; "substrate" includes sediment, hard bottom, structures underlying the waters, and associated biological communities; "necessary" means the habitat required to support a sustainable fishery and the managed species' contribution to a healthy ecosystem; and "spawning, breeding, feeding, or growth to maturity" covers a species' full life cycle (NMFS 1999). An EFH Assessment is an analysis of the effects of a proposed action on EFH. Pursuant to 50 • CFR 600.920 (g) mandatory contents include: a description of the proposed action, an analysis of 4A EA 20 March 2003 Environmental Services, Inc. • the effects of that action on EFH, the Federal action agency's views on those effects, and proposed mitigation, if applicable. An adverse effect includes any impact that reduces the quality and/or quantity of EFH. Pursuant to 50 CFR 600.810, adverse effects may include direct (e.g., contamination or physical disruption), indirect (e.g., loss of prey, or reduction in a species' fecundity), site-specific or habitat-wide impacts, including individual, cumulative, or synergistic consequences of actions. During agency review of the permit application for the proposed project, the USACE makes the initial determination of whether or not a proposed project "may adversely affect" EFH. This determination by the USACE is submitted to the NMFS for their review and comment. NMFS will then determine if additional consultation is necessary regarding the proposed project or if they concur with USACE's decision. Any significant stream or river in a county under the jurisdiction of CAMA may be considered EFH unless otherwise documented by the NMFS. Because of this, it is ESI's opinion that certain waterbodies within the project study area may be considered EFH by USACE and NMFS. EFH will likely comprise the Northeast Cape Fear River and Fishing Creek. 5.3.1 Potential EFH Impacts No adverse impacts to EFH are anticipated as a result of the Phase 4A and APEC fiber optic project primarily because of the construction methods that will be utilized. All CAMA AECs will be crossed via HDD. Although EFH may potentially exist within the project study area, no adverse impacts to EFH should occur. USACE will make this final determination and NMFS will have the opportunity to review and comment on their determination. • 4A EA 21 March 2003 Environmental Services, Inc. • 6.0 JURISDICTIONAL ISSUES 6.1 Wetlands and Surface Waters The USACE and the EPA jointly define wetlands as: "Those areas that are inundated or saturated by surface or ground water 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. Wetlands generally include swamps, marshes, bogs, and similar areas." According to the USACE Wetland Delineation Manual (USACE 1987), areas must exhibit three distinct characteristics to be considered jurisdictional wetlands: 1) display a prevalence of hydrophytic (water tolerant) plants, 2) area dominated by hydric soils and 3) possess sufficient wetland hydrology. Vegetation, soils, and hydrology data were collected during the field surveys in order to determine whether the three criteria were satisfied within each potential wetland area. Dredge and fill activities in "waters of the United States" must be authorized by the USACE pursuant to Section 404 of the Clean Water Act (CWA). Waters considered navigable by the USACE are also subject to permitting of obstructions to navigation under Section 10 of the Rivers and Harbors Act. Activities authorized by the USACE are subject to further requirements of Section 401 of the CWA. In North Carolina, the NCDWQ administers the Section 401 Water Quality Certification process. NCDCM also must issue authorization for any impacts to any AEC's under the jurisdiction of CAMA. All of these authorizations must be issued prior to any work being done in jurisdictional areas located within the Phase 3A and APEC fiber optic project study area. 6.2 Jurisdictional Determination Procedures • ESI conducted initial field surveys in January and February 2003 to delineate jurisdictional "waters of the United States," including wetlands. Wetlands were delineated using the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual (USACE 1987). To provide additional verification of the delineation, ESI senior scientists and the project manager conducted quality control surveys of the delineation process. Where necessary, delineation information was updated accordingly. USACE data forms were completed for each delineated wetland and include an upland form and a wetland form. Detailed notes for each stream crossing were also collected and questionable stream channels were scored using the NCDWQ Stream Classification Forms. All of these data forms are included in Attachment D. USACE and NCDWQ data forms are in order of wetland/stream occurrence and go from north to south. 4A EA 22 March 2003 X Environmental Services, Inc. • 6.2.1 Study Area for Jurisdictional Delineation Due to the proposed route occurring within NCDOT rights-of-way and Progress Energy powerline easements, all wetlands and streams were delineated within the known and estimated NCDOT right-of-way and Progress Energy powerline easement limits. 6.2.2 Jurisdictional Mapping Wetland and stream boundaries were marked with sequentially numbered wetland survey tape (pink/black striped and blue tape). Flagging was tied to vegetation in a manner so as to make it as permanent as possible to facilitate follow-up surveys as required prior to construction. To facilitate planning, the jurisdictional boundaries have been mapped using a Trimble TM Pro-XR GPS receiver and TSC1 data logger with Asset Survey software. This software included a data dictionary specifically developed by ESI for this project. All ".ssf' files were differentially corrected using the U.S. Coast Guard (USCG) beacon in Washington, North Carolina. The coordinate system output settings for the GPS mapping were as follows: System: U.S. State Plane 1983 Zone: North Carolina 3200 • Datum: NAD 83 (Conus) Coordinate Units: U.S. Survey Feet Altitude Units: U.S. Survey Feet Altitude Reference: HAE Export Coordinates: X, Y, Z 0 Energy powerline easements. 6.3 Wetlands Crossed Several vegetated wetland communities are found along the proposed route. These community types include Coastal Plain small stream swamp, cypress-gum swamp, Coastal Plain bottomland hardwood forest, successional shrub/scrub wetlands, successional herbaceous wetlands, and excavated ponds. For the purpose of documenting vegetated wetland types crossed by the pipeline, each vegetated wetland crossed was classified as palustrine forested (PFO), palustrine shrub/scrub (PSS) or palustrine emergent (PEM) pursuant to the USFWS wetland classification methodology provided by Cowardin et al. (1979). Table 6-1 lists the wetlands that will be crossed in greater detail. The wetlands that may be affected by project construction consist of maintained herbaceous wetlands that occur in the existing Progress Energy powerline and NCDOT rights-of- way. These herbaceous areas are generally associated with larger forested wetland areas that are not maintained and are often outside the limits of the NCDOT rights-of-way and Progress 4A EA 23 March 2003 Environmental Services, Inc. Palustrine wetlands are defined by Cowardin et al. (1979) as all non-tidal wetlands dominated by trees, shrubs, persistent emergents, emergent mosses or lichens, and all such wetlands that occur in tidal areas where the salinity due to ocean-derived salts is below 0.5 parts per thousand (ppt). The palustrine wetlands within the project study area include areas dominated by trees, areas dominated by shrubs, and areas dominated by herbaceous species, thus the PFO, PSS and PEM designations. Palustrine systems may also include wetlands that lack the above vegetation patterns, such as PUB, but that have all of the following four characteristics: (1) area less than 20 acres; (2) active wave-formed or bedrock shoreline features lacking; (3) water depth in the deepest part of basin less than 6.6 feet at low water; and (4) salinity due to ocean-derived salts less than 0.5 ppt (Cowardin et al. 1979). A total of 26 PEM wetlands were delineated and mapped along the project corridor. Construction methods used to cross these wetlands within the project corridor include HDD and open-cut techniques. This information is detailed in Table 6-1. Open-cutting will occur only in those areas identified as PEM as field conditions allow. Progress Energy contracted maintenance crews maintain the herbaceous wetlands within the powerline easements on a regular, approximate three-year mowing cycle. The NCDOT maintenance crews maintain the herbaceous wetlands located within the NCDOT rights-of-way on • a semi-regular basis. Mowing is the preferred method of maintenance. Dominant herbaceous species located in these herbaceous wetlands includes cattail, lizard's tail, soft rush (Juncus effusus), spotted touch-me-not (Impatiens capensis), netted chain-fern, and giant cane. In those areas where it has been a while since the last maintenance event, there are also small seedlings and saplings of sweetgum, black willow and red maple. None of the herbaceous wetlands within the powerline or NCDOT rights-of-way appear to be tidally influenced. Attachment B shows the location of the wetlands crossed by the proposed route on portions of USGS 7.5-minute quadrangle maps. The aerial photograph-based drawings in Attachment C also show the extent of the wetlands based on the delineation and GPS mapping efforts. Section 6.5.1 contains greater detail about the wetland crossings. 6.4 Surface Waters Crossed • Surface waters to be crossed by the Phase 4A and APEC fiber optic project consist of perennial streams as well as non jurisdictional, upland-cut ditches. The upland-cut ditches are intended to convey excess water from agricultural areas and are considered non jurisdictional by USACE. The perennial surface waters include small first and second order stream channels as well as third and fourth order streams and rivers. The perennial surface waters are classified as riverine wetlands pursuant to Cowardin et al. (1979) in the same manner as the vegetated wetlands are classified as palustrine. Table 6-2 lists the surface waters to be crossed by the Phase 4A and 4A FA 24 March 2003 X Environmental Services, Inc. • APEC fiber optic project. The non-jurisdictional upland-cut ditches are typically associated with agriculture fields or silviculture operations and will typically be crossed via "open-cut" techniques. No jurisdictional impacts will result from crossing these upland-cut ditches. Riverine systems are defined by Cowardin et al. (1979) as all wetlands and deepwater habitats contained within a channel, with two exceptions: (1) wetlands dominated by trees, shrubs, persistent emergents, emergent mosses, or lichens; and (2) habitats with water containing ocean- derived salts in excess of 0.5 ppt. A channel is "an open conduit either naturally or artificially created which periodically or continuously contains moving water, or which forms a connecting link between two bodies of water" (Langbein and Iseri 1960). The riverine wetlands associated with the Phase 4A and APEC fiber optic project consists of lower perennial and intermittent subsystems. Lower perennial subsystems have low gradients and low water velocity. There is tidal influence, and water flows throughout the year in lower perennial subsystems. The substrate consists primarily of sand and mud (Cowardin et al. 1979). Intermittent subsystems have channels that contain flowing water for only part of the year. When the water is not flowing, it may remain in isolated pools or surface water may be absent. Riverine systems associated with Phase 4A include the Northeast Cape Fear River. A total of 5 perennial surface waters are to be crossed by the Phase 4A and APEC fiber optic Ig project. Three perennial streams within the Phase 4A will be crossed by HDD. Many of these perennial streams are within the limits of larger wetland systems that were proposed for HDD already. Two perennial streams are proposed to be crossed by open-cut construction, as field conditions allow. Temporary impacts from open-cutting during a dry period are expected to be insignificant for a channel that has previously been impacted by human alteration. Any effects of open-cut construction will be temporary in nature and the stream channel will be restored to pre- construction contours and the banks will be stabilized with native vegetation. No fescue (Festuca sp.) will be used. The maximum width of the construction easement will be 20 feet; however, a much smaller easement can be expected for the smaller crossings. No permanent impacts to surface waters will result from using either HDD in flowing streams or open-cut in dry streams. All surface water impacts (if necessary) will be temporary in nature. Attachment B shows the location of the surface waters crossed by the proposed route on portions of USGS 7.5-minute quadrangle maps. The aerial photograph-based drawings in Attachment C also show the extent of the surface waters based on the delineation and GPS mapping efforts. Section 6.5.2 contains greater detail about the potential impacts associated with the proposed crossings. • 4A EA 25 March 2003 • • CP Table 6-1. Wetlands Crossed by the EasternNC Phase 4A and APEC Fiber Optic Project. Wetland Areas are in Acres. Mainline Wetland Number ESI Reference ID (flagging sequences) Ma p Number Comments County Wetland Type Acreage Crossed Crossing Method (HOD, Open Cut) ImpactAvoided by HOD (ac) Open-Cut Impact (ac) Minimum HOD Distance (ft) Approx.Mile Post W01 pefa (pefb) 1 Pender Emergent 0.395 OC NA 0.395 NA 0.5 W02 fc 2 Pender Emergent 0.160 OC NA 0.160 NA 1.0 W03 pefe (pefd) 2 UT of Turkey Creek Pender Emergent 0,034 OC NA 0.034 NA 1.0 W04 ff 2 Pender Emergent 0.040 OC NA 0.040 NA 1.0 W05 wa 2 Pender Emergent 0.062 OC NA 0.062 NA 1.5 W06 we 2 Pender Emergent 0.008 OC NA 0.008 NA 1.5 W07 wk 2 Pender Emergent 0.033 OC NA 0.033 NA 1.5 W08 wf 2 Pender Emergent 0.133 OC NA 0.133 NA 2.0 W09 pew9 2 UT of Turkey Creek Pender Emergent 0,097 OC NA 0.097 NA 2.0 W10 wm 3 Pender Emergent 0.013 OC NA 0.013 NA 2.5 Will of 3 Pender Emergent 0.004 OC NA 0.004 NA 3.0 W12 fh (pefi) 3 Pender Emergent 0.020 HOD 0.020 0.000 44.020 3.0 - 3.5- W13 pefJ 3 Pander Emergent 0.022 OC NA 0.022 NA 3.5 W14 fk efl 4 Pender Emergent 0.098 OC NA 0.098 NA 4.5 W15 fm 5 Pender Emergent 0.019 OC NA 0.019 NA 5.0 W16 fn 5 Pender Emergent 0.098 OC NA 0.098 NA 5.0 W17 ewh 5 Fender Emergent 0.699 OC NA 0.699 NA 5.5 W18 ha ehb 6 Pender Emergent 0.055 OC NA 0.055 NA 6.0 W19 fo 6 Pender Emergent 0.154 OC NA 0.154 NA 6.0 W20a' pehc (pefp) 6,7 NE Cape Fear River Pender Emergent 2.855 OC and HOD 0.290 2.565 623.074 6.5-7.0 W20b nhhd 7 NE Cape Fear River New Hanover Emergent 0.136 HOD 0.136 0.000 295.886 7.0-7.5 W21 nhfa nhfb 7 New Hanover Emergent 0.787 OC NA 0.787 NA 7.5 W22a' nhhe 8 NE Cape Fear River New Hanover Emergent 2.432 OC and HOD 0.730 1.702 1590.280 8.0. - 8.5 W22b hf 9 NE Cape Fear River Pander Emergent 0.422 HOD 0.422 0.000 889.952 9.0 W23 of 9 Pender Emergent 0.100 OC NA 0.100 NA 9.5 W24 ehi efr 9 Pender Emergent 0.049 OC NA 0.049 NA 9.5 I Sub Total 1 8.925 1 1 1.598 1 7.327 1 3443.212 1 Summary of Phase 4A Wetland Crossings (entire alignment) Total Wetlands Crossed (acres) Mainline 8.925 _____ _ Total Wetlands Avoided by HDD (acres) 1.598 Minimum Distance Drilled with HOD (feet) 3443.212 Total Wetlands Open-Cut (Temporary Impacts) (acres) 7.327 Total Wetlands Converted from Forested to Emergent (acres) 0.000 Temporary Impacts to Herbaceous Wetlands (acres) 7.327 Total Wetland Loss (Permanent Impacts) (acres) 0.000 ' Wetland wilt be crossed by Open-Cut and HDD techniques. 0 0 0 Table 6-2. Waterbodies Crossed by the EasternNC Phase 4A and APEC Fiber Optic Project Mainline Waterbody ESI Reference ID (flagging sequences) Map No. Waterbody Name (UT -Unnamed Tributary) County (Int or Per) CAMA, Stream Width (linear ft.) Crossing Method (HOD, OC) Avoided Impact by HOD (sq. ft.) Open-Cut Impact (sq. ft.) Mile Post S01 esfa/ efe 2 UT of Turkey Creek Pender Per No 5.673 OC NA 117.105 1.0 S02 eswa 2 UT of Turkey Creek Pender Per No 13.330 OC NA 266.597 2.0 S03 eswe nhsfa 7 Northeast Cape Fear Pender/New Hanover Per Yes 563.444 HOD 11268.813 NA 7.0 S04 nhswa 9 Northeast Cape Fear Pender/New Hanover Per Yes 434.133 HOD 8685.705 NA 9.0 S05 nhswb 11 Fishing Creek New Hanover Per Yes 162.729 HOD 908.735 NA 12.0 I Sub Total1 1 1179.309 1 1 20863.253 383.702 1 Summary of Phase 4A Stream Crossings (entire alignment) Total Impact Avoided B HDD (square feet Mainline 20863.253 Minimum Distance Drilled B HDD linear feet 1160.306 Temporary Open-Cut Impacts (square feet 383.702 Minimum Distance Open-Cut Across Channels linear feet) 1 19.003 X Environmental Services, Inc. • 6.5 Project Impacts 6.5.1 Wetlands Approximately 8.9 acres of wetlands are located within the proposed 20-foot wide construction corridor along the Phase 4A route. EasternNC is requesting authorization to open-cut and temporarily impact approximately 7.3 acres of maintained herbaceous (PEM) wetlands if field conditions allow. The remaining 1.6 acres of PEM, PSS and PFO wetlands will be completely avoided by using HDD. All herbaceous wetlands that are open-cut will be returned to their pre- construction contours and re-vegetated with native wetland species. No fescue grass will be used pursuant to USACE regional conditions. HDD will be used to avoid wetland impacts to CAMA AECs. Project construction will not cause any permanent impact to or loss of waters of the United States. No forested wetlands will be converted to herbaceous wetlands. No impacts resulting from wetland conversion will occur as a result of the Phase 4A and APEC fiber optic project. A list of the wetlands crossed by the proposed project is provided in Table 6-1. Wetland acreage is reported in the table to the nearest one-thousandth acre based on the collected GPS mapping • data. The use of HDD requires the contractor to set up the drilling equipment a considerable distance from the actual wetland. This is due to the maximum angle of entry for the drill head, which varies from 12 to 16 degrees. HDD is not practicable on all wetlands due to the cost of drilling the additional upland distance necessary for the set up. Under some circumstances, the HDD would drill through hundreds of feet of uplands just to cross a 20 to 30-foot wide wetland area. EasternNC has followed the USACE Regional Conditions and is proposing to use HDD as much as is practicable. Wetland Construction Procedures Efforts will be made before, during and after pipeline construction to minimize the extent and duration of project related disturbance to wetland resources. EasternNC will utilize the HDD Crossing Method and Open-Cut Method for all wetland crossings. Typical construction drawings are provided in the Erosion and Sedimentation Control Plan in Attachment E and in Attachment F. Crossing Method 1 (Dry Crossing Technique): This method will be used in those herbaceous wetlands proposed for open-cutting where the soil is stable enough to support is equipment without sinking. The construction easement will be approximately 20 feet in width. 4A EA 28 March 2003 X Environmental Services, Inc. Crossing Method 2 (Wet Crossing Technique): This method will be used in those herbaceous wetlands where the soils are too wet to support construction equipment. Timber mats will be used to support the equipment and the construction easement will likely be less than 20 feet wide. Crossing Method 3 (Saturated Crossing Technique): This method will be used in those herbaceous wetlands where standing water is present. The construction easement will be less than 20 feet wide and timber mats will be used. It is more likely that HDD will be utilized in those wetlands containing standing water due to the cost associated with crossing inundated areas. Crossing Method 4 (Horizontal Directional Drill [HDD)): HDD methods will be used for crossing the larger wetland areas. In general, because an open-cut trench is not required, directional drilling results in no adverse impacts and less increased turbidity than conventional excavation methods. Although environmentally preferable, directional drilling is limited in application and dependent on critical wetland characteristics, including subsurface lithology, crossing length, burial depth, sediment composition, bank conditions, and access. Readily accessible water sources are necessary for the drilling fluid associated with the HDD method. The drilling fluid is a mixture of water and bentonite. EastemNC proposes to use the one river that will be crossed with HDD as a water source if access to this waterbody is present and if no other water sources are available. Any water withdrawn from this source will be done outside of any anadromous fish moratoria and in accordance with any state or federal regulations or guidelines imposed by NCDWQ, USACE, FWS, NCWRC, NMFS, or NCDENR. No quantitative impacts are being assessed for this potential water use for the HDD process. 6.5.2 Waterbodies The proposed pipeline project will cross 5 waterbodies (see Table 6-2). These streams range from first order to third order and higher perennial streams and two river crossings. EastemNC is proposing to use HDD techniques on all AEC stream crossings and other major perennial stream crossings. EastemNC is requesting authorization to open-cut 2 perennial channels along the Phase 4A route. Impacts to approximately 20,864 square feet of perennial channel along 60 linear feet will be avoided by using HDD. Avoided impacts are based on the width of the temporary construction (20 feet) easement for 3 stream crossings. The minimum distance crossed by HDD is approximately 1,161 linear feet. Please see Table 6-2 for more detail regarding the proposed • surface water crossings. 4A FA 29 March 2003 Environmental Services, Inc. • Temporary perennial channel impacts, under the open-cut scenario, will affect a maximum of 384 square feet along 40 linear feet of channel. This is also based on a 20-foot wide construction easement for 2 stream crossings; however, the actual impact will be much less. The minimum distance crossed by the open-cut scenario is approximately 20 linear feet. EastemNC will utilize either Method 1 (Dry Crossing Technique) or Method 4 [Horizontal Directional Drill (HDD)] for jurisdictional waterbody crossings. These two methods have been previously described and representative drawings are provided in Attachment E and Attachment F. 6.6 Riparian Buffer Rules The Phase 4A Pipeline and APEC fiber optic project crosses the Cape Fear River Basin. There are currently no riparian buffer rules in place for the Cape Fear River Basin. 6.7 Temporary Impact Restoration Plan Pre-Construction • EastemNC will prepare a pre-construction survey of those herbaceous wetlands and dry stream channels proposed for open-cut construction prior to any construction activities. The pre- construction survey will depict typical cross-sections associated with each herbaceous wetland and dry stream channel. The approximate construction easement will be depicted on the pre- construction survey as well as the individual wetland or stream number (W1, W2, S1, S2, etc.). Silt screens will also be installed and maintained between the wetland/stream area proposed for disturbance and the remaining undisturbed areas. These silt screens will be inspected daily by the Environmental Inspector (EI) contracted by EastemNC. Construction The top 6 to 12 inches of wetland topsoil will be taken from each herbaceous area, segregated and stockpiled adjacent to the open trench. The stockpiled wetland topsoil will be placed in a manner so that water and/or air currents or other forces will not disperse it. It will be stockpiled adjacent to the open trench for a minimal period of time. • The construction and resulting temporary impacts in the affected herbaceous wetlands will be minimized as much as possible. Construction mats will be used in those areas where the possibility of compaction or soil disturbance is present. Herbaceous wetlands that may be inundated at the time of construction will not be viewed as a good candidate for open-cut techniques. 4A EA 30 March 2003 Environmental Services, Inc. The wetland topsoil will be used to backfill the final 6 to 12 inches of the trench after the pipeline and fiber-optic conduit have been installed. The affected area will be re-graded to match the contours from the pre-construction survey. Waters of the United States temporarily affected by flooding and excavation are not included in the calculation of permanent loss of waters of the United States. Best Management Practices and criteria established in the Erosion and Sedimentation Control Plan will be followed throughout the entire construction period. Post-Construction After re-grading has occurred, EastemNC will prepare a post-construction survey to document the condition and contours of the affected area. The affected area will be stabilized and should re- vegetate with native wetland herbaceous species found within the stockpiled wetland topsoil. Supplemental herbaceous species planting may occur if the affected areas do not show signs of emergent vegetation at the onset of the growing season. The bare ground will be further protected with a layer of straw or hay. No fescue will be used in any of the affected herbaceous wetland areas. Monitoring & Reporting • The El will be responsible for making sure the post-construction survey and re-vegetation occurs in a timely manner. The pre and post-construction surveys along with information on the re- vegetation effort will be reported to the U.S. Army Corps of Engineers in a "Post-Construction Report for the EastemNC Phase 4A Pipeline and APEC Fiber Optic Project." • 4A EA 31 March 2003 Environmental Services, Inc. 7.0 THREATENED AND ENDANGERED SPECIES 1"-1 LJ • 7.1 Listed Species Species with the federal classification of Endangered (E), Threatened (T) or officially Proposed (P) for such listing, are protected under the Endangered Species Act (ESA) of 1973 as amended (16 U.S.C. 1531 et seq.). The USFWS lists twelve (12) species (29 January 2003) as having ranges that extend into the counties affected by the EasternNC Phase 4A Pipeline and APEC fiber optic conduit route. The listed species for the counties encompassing the Phase 4A Pipeline are provided in Table 7-1. Table 7-1. Federally Protected Species Listed for Counties Encompassing the EasternNC Phase 4A Pipeline Project. Common Name Shortnose sturgeon American alligator Scientific Name Acipenser brevirostrum Alligator mississippiensis Caretta caretta Chelonia mydas Charadrius melodus Picoides borealis Federal Status' E T S/A T T T E County Listed2 P, NH P, NH Biological Conclusion No Effect N/A Loggerhead sea turtle Green sea turtle Piping plover Red-cockaded woodpecker Manatee American chaffseed Cooley's meadowrue Golden sedge Rough-leaved loosestrife Seabeach amaranth Trichechus manatus Schwa/bea americana Thalictrum cooleyi Carex /utea Lysimachia asperulaefolia Amaranthus pumilus P, NH NH P, NH P, NH E P, NH E P E P, NH E P E P, NH T P, NH No Effect No Effect No Effect Not Likely to Adversely Affect No Effect No Effect Unresolved Unresolved Unresolved No Effect Endangered (E) - any native or once-native species in danger of extinction throughout all or a significant portion of its range. Threatened (T) - any native or once-native species which is likely to become an endangered species within the foreseeable future throughout all or a significant portion of its range. Threatened due to Similarity of Appearance (T S/A) - a species which is threatened due to similarity of appearance with other rare species and is listed for its protection. These species are not biologically endangered and are not subject to Section 7 consultation. Experimental (EXP) - experimental, nonessential endangered species are treated as threatened on public land, for consultation purposes, and as species proposed for listing on private land. z P-Pender Co.; NH-New Hanover Co 4A EA 32 March 2003 Environmental Services, Inc. 0 7.2 Evaluation Methodology During January 27 and 28, 2003 a winter habitat evaluation was conducted along existing segments of Progress Energy powerline easements and the US 421 highway right-of-way in Pender and New Hanover Counties, North Carolina. Field evaluations were conducted to specifically address the proposed EastemNC Phase 4A Pipeline and APEC fiber optic conduit route with regards to federally endangered and threatened species habitat. Field evaluations were conducted by David Dumond and Josh Witherspoon. The primary goal of the protected species habitat characterization was to determine whether potentially suitable habitat for federally protected species exists within the study corridor and to determine if future surveys for any protected species would be necessary. Habitat evaluations for each species were limited to the counties in which they are listed. Records kept by the NHP were reviewed prior to the field investigation to identify known occurrences of listed species. Surveys for each species for which habitat was identified will be completed during the appropriate season prior to construction activities for the Phase 4A route deemed to have suitable habitat. Prior to the initiation of field surveys for plant species, reference populations for each species will be visited to confirm the vegetative status of the target species. Qualified biologists from ESI will conduct the field evaluations for listed species for which potentially suitable habitat was identified. Field evaluations will be conducted during appropriate survey windows for individual species during spring and summer 2003. 7.3 Results The following information provides a summary of each listed species shown in Table 7-1 and their respective Biological Conclusion. Shortnose surgeon - The shortnose sturgeon is a bottom-feeding fish that reaches lengths of 3 to 4 feet in length. Shortnose sturgeon is distinguished from Atlantic sturgeon (Acipenser oxyrinchus) by smaller size and a shorter and blunter snout. Shortnose sturgeon occurs in Atlantic seaboard rivers from the St. Johns River, Florida to eastern Canada. The sturgeon is anadromous in the Southeast, spending most of the year in brackish estuarine environments and moving into freshwater only when spawning (NMFS 1998). In North Carolina waters, shortnose sturgeons migrate upstream to spawn between January and March (NMFS 1998). Spawning habitat appears to consist of river channels with depths of 4 to 34 feet • with substrates ranging from rubble/boulder to gravel/sand/log (NMFS 1998). Larvae are found in 4A EA 33 March 2003 X Environmental Services, line. • the deepest water of the channel and migrate downstream during their first year (NMFS 1998). Juveniles are found in deeper portions of the lower reaches of rivers near the freshwater/saltwater boundary (NMFS 1998). In late spring through early winter adult shortnose sturgeon are typically found in estuaries and lower sections of large rivers although some adults reportedly move into the Atlantic as well. Biological Conclusion: No Effect NHP records do not show that this species has been documented within 2.0 mi of the project study area. The only major stream crossings within the project study area are the two crossings of the Northeast Cape Fear River. The crossings for the Northeast Cape Fear River will be conducted using HDD and will not affect water quality nor shortnose sturgeon habitat. This project will not affect shortnose sturgeon. American alligator - The American alligator is a large reptile that generally reaches adult lengths of 6 to 11 feet in North Carolina (Palmer and Braswell 1995). No other crocodilians occur naturally in North Carolina and adults are readily identifiable in the wild. In North Carolina, mating reportedly takes place in May to early June, with eggs deposited in nest mounds in July and hatching occurring in September (Palmer and Braswell 1995). The young, which are black with • conspicuous yellow crossbands, are easily identifiable by their appearance as well. American alligator reaches its northernmost distribution near the Albemarle Sound in the coastal plain of North Carolina, although it is less common north of the Pamlico Sound (Palmer and Braswell 1995). American alligator may be found in brackish water and tidal estuarine habitats as well as freshwater habitats. American alligator inhabits swamps, marshes, ponds, lakes, and large streams. Biological Conclusion: Not Applicable Potentially suitable habitat for American alligator is found at larger creek and river crossings. American alligator is listed as threatened based on the similarity in appearance to other federally-listed crocodilians; however, there are no other crocodilians within North Carolina. A biological conclusion is not required for this species. However, no impacts are expected to occur to American alligator through the use of HDD at the major river and stream crossings that constitute potential habitat for this species. Temporary displacement may result from the activities associated with the HDD setup and operation, however no long-term effects will result. Sea turtles - Two marine sea turtles are listed for the two counties affected by this project, the . loggerhead sea turtle and the green sea turtle. Loggerhead sea turtles average 31 to 47 inches in 4A FA 34 March 2003 X Environmental Services, Inc. • length and weigh from 170 to 500 pounds (Martof et al. 1980). The green sea turtle reaches a length of 30 to 60 inches and weight of 220 to 650 pounds, and has a smooth, heart-shaped shell (Martof et al. 1980). Both sea turtle species are omnivorous to some degree, although loggerheads feed mainly on marine invertebrates and greens on sea grasses (Martof et al. 1980, Palmer and Braswell 1995). The loggerhead sea turtle is the most common sea turtle on the coast of the North Carolina and is most numerous from late April to October. The loggerhead is basically temperate or subtropical in nature, and is primarily oceanic, but it may also stray into freshwater bays, sounds, and large rivers. Nesting habitat for loggerhead sea turtles consists of ocean beaches. The green sea turtle typically nest on sandy beaches in tropical areas. The green sea turtle is most commonly found in the Caribbean where they breed, although individuals, usually immatures, are occasionally found along the North Carolina coast. Sporadic nesting records exist for North Carolina beaches (Martof et al. 1980). Biological Conclusion: No Effect These marine species utilize barrier beaches for nesting, and occasionally feed in estuarine waters. These species are not expected to occur in project study area streams due to freshwater conditions, lack of nesting habitat, and lack of suitable feeding • opportunities. NHP records do not show that either of these two species has been documented within 2.0 mi of the project study area. Piping plover - Piping plovers are small shorebirds differentiated from other plovers that occur in North Carolina by size, pale upperparts, white rump, and yellowish legs (Potter et al. 1980). Piping plovers are present in North Carolina as nesters, migrants, and winter residents. Piping plovers occur along beaches above the high tide line, sand flats at the ends of sand spits and barrier islands, gently sloping foredunes, blowout areas behind primary dunes, and washover areas cut into or between dunes (USFWS 1996a). Nests are typically found on open, wide sandy stretches of beach similar to those associated with inlets and capes. Nesting may occur from late April into July (Potter et al. 1980). Critical Habitat has been designated along barrier beaches of Pender and New Hanover Counties for the conservation of wintering piping plovers. Biological Conclusion: No Effect There is no potentially suitable habitat in the project study area for this species. No barrier islands or other coastal areas containing expanses of isolated open sand flats will be impacted by the proposed project. NHP records do not document the occurrence of this species within 2.0 miles of the project study area. No impacts to this species will • 4A EA 35 March 2003 X Environmental Services, Inc. • result from project construction. No impacts to designated Critical Habitat will result from this project. Red-cockaded woodpecker - This small woodpecker is 7.0 to 8.5 inches long, and has a black head, prominent white cheek patch, and black and white barred back. Males often have red markings (cockades) behind the eye, but the cockades may be absent or difficult to see (Potter et al. 1980). Primary habitat consists of mature to over-mature southern pine forests dominated by loblolly (Pinus taeda), longleaf (P. palustris), slash (P. ellioth), and pond (P. serotina) pines. Nest cavities are constructed in the heartwood of living pines, generally older than 60 years that have been infected with red-heart disease. Nest cavity trees typically occur in clusters, which are referred to as colonies. Pine flatwoods or pine savannas that are fire maintained serve as ideal nesting and foraging sites for this species. Development of a thick understory within a given area usually deters nesting and foraging. Potential nest sites for RCW's include pine and pine/hardwood stands greater than 60 years of age. Hardwood/pine stands (<50% pine) greater than 60 years of age may also be considered potential nesting habitat if adjacent to potential foraging habitat (Henry 1989). Foraging habitat is typically comprised of open pine/mixed hardwood stands over 30 years of age (Henry 1989). Pines must comprise at least 60 percent of the canopy in order to • provide suitable foraging for RCW's. Somewhat younger pine stands may be utilized if the trees have an average diameter at breast height (DBH) greater than or equal to 9 inches. Foraging stands must be connected to other foraging areas or nesting areas in order to be deemed a viable foraging site. Open spaces or unsuitable habitat wider than approximately 330 feet are considered a barrier to RCW foraging. Biological Conclusion: Not Likely To Adversely Affect NHP records document three occurrences of RCW within 2.0 miles of the project study area in Pender County. One occurrence is located near the intersection of NC 133 and US 117 approximately 2 miles east of Marlboro, or approximately 0.2 mile from the proposed project study area. Two occurrences are located along US 421 approximately 1.0 mile north of the intersection of US 421 and SR 1109. These occurrences are east and west of US 421 and are approximately 0.7 mile from the project study area. NHP records document one occurrence of RCW within 2.0 miles of the project study area within New Hanover County. This occurrence is in the southern portion of the US 421 sand ridge approximately 0.2 mile west of the project study area. The project study area is limited to existing maintained roadsides, powerlines, and gravel roads that do not provide potentially suitable foraging or nesting habitat for this species. No trees will be removed during project construction. No direct impacts to this species will result from project construction. Avoiding prolonged construction activities in the vicinity of the • 4A EA 36 March 2003 X Environmental Services, inc. RCW cavity trees during nesting season (April - July) will reduce the potential for nest abandonment and other detrimental effects. Manatee - The manatee is a large gray or brown aquatic mammal. Adults reach 10 to 13 feet in length and weights up to 1,100 pounds (Webster et al. 1985). Manatees are herbivorous and feed on aquatic vegetation. Manatees may be encountered in North Carolina waters during the warmer summer months; however, they are considered transients and are much more common in Georgia and Florida waters. Manatees prefer warm waters, but have been found in water temperatures as low as 590 Fahrenheit (Webster et al. 1985). Manatees inhabit both salt and fresh water bodies typically with depths of 5 to 20 feet. They may be encountered in canals, rivers, estuarine habitats, saltwater bays, and in near-shore waters. Biological Conclusion: No Effect Of the streams within the project study area counties for which this species is listed, the Northeast Cape Fear River is the only stream of sufficient size to harbor or allow passage of this species. Manatees have not been documented within 2.0 miles of the • project crossing of the Northeast Cape Fear River, but an individual was documented in 1993 in the Northeast Cape Fear River approximately 3.6 miles north of NC 210 (Schwartz 1995). Potential impacts to potentially suitable habitat for this species will be avoided by directionally drilling the Northeast Cape Fear River crossings. Project construction will not require blasting, dredging, or in-stream construction at the Northeast Cape Fear River crossings. No impacts to this species are expected to result from project construction. American chaffseed - American chaffseed is a perennial herb that stands 1 to 2 ft tall. The species contains alternate leaves and is erect and simple, or branched only at the base. The fleshy leaves are yellow-green or dull green with red undertones. The leaves become smaller and narrower from the base of the plant to the top (Kral 1983). Flowers are yellowish on the tube and purplish distally. Blooming typically occurs from April to June. This species is fire maintained and typically occurs in grass/sedge assemblages within moist pine flatwoods, pine savannahs, bog borders, and open oak woods. Lack of fire leads to out-competion by successional herbs and woody plants which leads to cessation of blooming chaffseed. Biological Conclusion: No Effect No potential habitat for American chaffseed was identified along the Phase 4A route. No • suitable habitat occurs within the project study corridor due to fire suppression and 4A FA 37 March 2003 Environmental Services, Inc. • habitats heavily disturbed by motorized vehicle activity. A review of NHP records indicates that this species has not been documented within 2.0 miles of the project study area. No impact to this species is expected due to the absence of suitable habitat. Cooley's meadowrue - Cooley's meadowrue is a rhizomatous perennial herb that usually reaches 3 feet in height, but it can reach 6 feet under ideal conditions (USFWS 1994). This species flowers in mid to late June with fruits maturing in August or September. The green leaflets are lance-shaped and less than 1 inch long. Both basal and stem leaves are present on the plant, and the leaves are usually in groups of three. Flowers lack petals with staminate flowers having white sepals and pistillate flowers having green sepals (USFWS 1994). Cooley's meadowrue occurs in moist to wet bogs and savannas where it is associated with circumneutral soils in habitat kept open by frequent fire or other disturbance. This species grows along fireplow lines, roadside ditches, woodland clearings, and powerline right-of-ways. The best indicator of meadowrue sites occur when tulip poplar (Liriodendron tu/ipifera) and bald cypress (Taxodium distichum) are growing together bordering a savanna-like area (USFWS 1994). In North Carolina, Cooley's meadowrue has been documented as growing in the following mapped soil series: Foreston, Grifton, Muckalee, Torhunta, and Woodington (USFWS 1994). All of these series have sandy loam textures. Biological Conclusion: Unresolved One area of potential habitat for Cooley's meadowrue was identified during the winter habitat survey. This area is located on sloping terrain in the existing powerline easement adjacent to the north-bound lane of US 117. Systematic surveys will be conducted in this area for this species during the appropriate season by ESI biologists. NHP records do not document any occurrences of this species within 2.0 miles of the project study area. The effects of project construction on Cooley's meadowrue populations cannot be determined until surveys have been completed. Golden sedge - Golden sedge is a perennial member of the sedge family and is known only from North Carolina. The stem may reach 3 feet in height and the green, grasslike leaves are up to 10 inches long. This species grows in sandy soils overlying coquina limestone deposits, with unusually high soil pH (LeBlond 1996). Golden sedge prefers the ecotone between pine savanna and adjacent wet hardwood or hardwood/conifer forest. Most plants occur in partially shaded savanna/swamp ecotones where occasional to frequent fires favor a herbaceous ground layer (LeBlond 1996). Because of the similar habitats, most of the known sites for golden sedge also have Cooley's meadowrue present (LeBlond 1996). • 4A EA 38 March 2003 Environmental Services, Inc. The species appears to be a very rare, narrowly restricted endemic species with records limited to an area within a 2-mile radius of the Onslow/Pender County line in southeastern North Carolina (LeBlond 1996). Recent finds by ESI in 2002 have extended the known range farther south in Pender County. Localities where golden sedge has been found are ecologically unusual. The combination of open conditions underlain by calcareous substrate is very rare on the Atlantic coastal plain. Biological Conclusion: Unresolved One area of potential habitat for golden sedge was identified during the winter habitat survey. This area is located on sloping terrain in the existing powerline easement adjacent to the north-bound lane of US 117. Systematic surveys will be conducted in this area for this species during the appropriate season by ESI biologists. NHP records do not document any occurrences of this species within 2.0 miles of the project study area. The effects of project construction on golden sedge populations cannot be determined until surveys have been completed. Rough-leaved loosestrife - Rough-leaved loosestrife is a rhizomatous perennial herb that often reaches the height of 2 feet. Plants are dormant in the winter, with the first leaves appearing in late March or early April. The triangular leaves typically occur in whorls of three or four. Leaves are typically sessile, entire, 0.3-0.4 inch wide, broadest at the base, and have three prominent principal veins (Godfrey and Wooten 1981). Five-lobed yellow flowers, approximately 0.6 inch across, are produced on a loose terminal raceme 14 inches long (Godfrey and Wooten 1981). Rough-leaved loosestrife is reported to flower from late May to June (USFWS 1995a); however, ESI biologists have observed scattered individuals flowering through mid-July in New Hanover County. Seeds are formed by August, but the small, rounded capsules do not dehisce until October. Populations also reproduce asexually from rhizomes, with rhizomes producing several shoots (USFWS 1995a). • Rough-leaved loosestrife is endemic to Coastal Plain and Sandhill regions of the Carolinas. Typical habitat of the rough-leaved loosestrife consists of the wet ecotone between longleaf pine savannas and wet, shrubby areas, where lack of canopy vegetation allows abundant sunlight into the herb layer. This species is fire maintained; suppression of naturally occurring fires has contributed to the loss of habitat in North Carolina. In the absence of fire, rough-leaved loosestrife may persist for several years in an area with dense shrub encroachment; however, reproduction is reportedly suppressed under these conditions, leading to eventual local extirpation (USFWS 1995a). Kral (1983) indicates that rough-leaved loosestrife is typically found growing in black sandy peats or sands with a high organic content. Because rough-leaved loosestrife is an obligate wetland species (Reed 1988), drainage of habitat also has an adverse effect on the plant. 4A EA 39 March 2003 9 Environmental Services, Inc. Biological Conclusion: Unresolved Potential habitat for rough-leaved loosestrife was identified during the winter habitat survey. The powerline easements contained segments that were suitable on a varied scale for rough-leaved loosestrife. Where encountered, these segments were classified as to whether they offered a low, medium, or high likelihood of supporting rough-leaved loosestrife. No habitats with a high likelihood of supporting rough-leaved loosestrife were encountered. Such areas would have been undisturbed pocosins or pocosin borders with all or most natural vegetation zones intact and soils undisturbed. Areas with medium and low likelihood were encountered and mapped for later, seasonally appropriate survey work. Areas with medium value rough-leaved loosestrife habitat included regularly wet or flooded pocosin disturbed by irregular vehicular traffic. One such area normally receives ground water discharge or seepage from an adjacent sand hill, but is abnormally dry now due to recent drought conditions. Areas with low value rough-leaved loosestrife habitat appeared to have been subject to artificial drainage for a significant amount of time and were, as well, otherwise disturbed by vehicular traffic and/or other human landscape modification. Several areas with low value habitat are present within the powerline easements. Systematic surveys will be conducted in this area for this species during the appropriate season by ESI biologists. NHP records do not document any occurrences of this species within 2.0 miles of the project study area. The effects of project construction on rough-leaved loosestrife populations cannot be determined until surveys have been completed. U Seabeach Amaranth - This species is a succulent annual that is sprawling or trailing and branches into a clump that may reach one or more feet in diameter. Inconspicuous flowers and fruits are produced in the leaf axils, with flowering beginning in June in North Carolina and seed production typically beginning in July and continuing until frost (USFWS 1996b). Seed dispersal may be through wind or water action (USFWS 1996b). The largest remaining populations of seabeach amaranth are in coastal North Carolina with a distribution from New York to South Carolina (USFWS 1996b). This species grows on barrier island beaches and primary habitat consists of bare sand, especially on over wash flats at accreting ends of islands, and lower foredunes and upper strands of non-eroding beaches. 4A EA 40 March 2003 X Environmental Services, Inc. • Biological Conclusion: No Effect Potentially suitable habitat for this species, consisting of barrier island beach habitats, is not present in the study corridor. NHP records do not document the occurrence of this species within 2.0 miles of the project study area. Construction of the proposed project will not affect seabeach amaranth. • • 7.4 Federal Species of Concern USFWS also tracks a category of species designated as "Federal Species of Concern" (FSC). The FSC designation provides no federal protection under the ESA for the species listed. The presence of potentially suitable habitat (based on Amoroso and Finnegan 2002 and LeGrand et al. 2001) has been evaluated for the FSC listed for the counties affected by the EastemNC Phase 4A Pipeline and APEC fiber optic conduit route; however, quantitative surveys for FSC were not undertaken. A summary of FSC species is provided in Table 7-2. Table 7-2. Federal Species of Concern (FSC) Listed for the Counties Encompassing the Phase 4A Pipeline Project. Common Name and Scientific Name State County Habitat Preferred Habitat Status' Listed2 within Phase 3A Vertebrates Bachman's sparrow Aimophila aestivalis SC P Y Open longleaf forests, old fields. Eastern Henslow's sparrow Ammodramus SR P Y Clearcut pocosins and other henslowii dam weed fields. susurrans Rafinesque's big-eared bat Corynorhinus T P N Roosts in old buildings, rafinesquii hollow trees, caves, mines, and beneath bridges, usually near water. Southern hognose snake Heterodon simus SC P , NH Y Sandy woods, pine-oak sandhills. Southeastern myotis Myotis austroriparius SC P, NH Y Roosts in buildings, hollow trees; forages near water Mimic glass lizard Ophisaurus mimicus SC NH Y Pine flatwoods, savannas, ine-oak sandhills. Table 7-2 continues 4A EA 41 March 2003 X Environmental Services, Inc. is Table 7-2 continued • • Common Name and Scientific Name State County Habitat Preferred Habitat Status' Listed within Phase 3A Eastern painted bunting Maritime shrub thickets and Passerina ciris ciris SR NH N forest edges. Northern pine snake Pituophis Sc NH Y Dry, sandy woods, pine-oak melanoleucus sandhills. melanoleucus Carolina gopher frog Rana capito capito T P, NH Y Breeds in temporary fish-free pools, forages in sandy woods. Invertebrates Buchholz's dart moth Agrotis buchholzi SR P, NH Y Flatwoods with pixie moss Arogos skipper Atrytone arogos arogos SR NH Y Savannas, open pinewoods, and other relatively undisturbed grasslands Atlantic pigtoe Fusconaia masoni E P Y Most Atlantic drainages in lower piedmont and upper coastal plain. Venus flytrap cutworm moth Hemipachnobia s. SR P Y Savannas with venus subporphyrea flytraps Yellow lampmussel Lampsilis cariosa T (PE) P Y A number of streams; mainly near the Fall Line Magnificent rams-horn Planorbella magnifica E NH N Orton Pond and pond on Sand Hill Creek Rare skipper Problema bulenta SR NH Y Fresh to brackish marshes with tall grasses in Wilmington area Croatan crayfish Procambarus W3 P, NH Y Rivers, ponds, ditches, and plumimanus borrow pits in eastern coastal lain. Carter's spartiniphaga Spartiniphaga carterae SR P Y Savannas and sandhills with inebarrens Table 7-2 continues 4A EA 42 March 2003 X Environmental Services, Inc. • Table 7-2 continued 0 Common Name and Scientific Name State County Habitat Preferred Habitat Status' Listed within Phase 3A Cape Fear threetooth Triodopsis soelneri T NH Y Swampy habitats in the extreme southeastern corner of the state Plants Georgia indigo-bush Amorpha georgiana E P Y Moist sandhill areas and var. georgiana sand terraces Savanna indigo-bush Amorpha georgiana T NH N Wet savannas var. confusa Chapman's three-awn Aristida simpliciflora SR-T P N Wet savannas Sandhills milkvetch Astragalus michauxii T P, NH Y Sandhills Venus flytrap Dionaea muscipula SR-L, P, NH Y Savannas, seepage bogs, SC and ocosin edges. Bog St. John's wort Hypericum adpressum SR-T NH Y Boggy laces Pondspice Litsea aestivalis SR-T NH Y Limesink ponds, other pools. Carolina bogmint Macbridea caroliniana T P Y Blackwater swamps, savanna/pocosin ecotones, ditches. _ Pineland plantain Plantago sparisflora E P Y Savannas Spiked medusa Pteroglossaspis E NH Y Pinelands ecristata Carolina bishopweed Ptilimnium sp. 1 SR-L NH N Tidal freshwater marshes Coastal beaksedge Rhynchospora SR-T NH N Limesink ponds leiantha Thorne's beaksedge Rhynchospora thornei E P Y Wet savannas. Grassleaf arrowhead Sagittaria graminea SR-P P Y Fresh to slightly brackish var. weatherbiana marshes, streams, swamps, and and margins Tough bumelia Sideroxylon tenax SR-P NH N Maritime forests and scrub Table 7-2 continues 4A FA 43 March 2003 9 Environmental Services, inc. • Table 7-2 continued • Common Name and Scientific Name State County Habitat Preferred Habitat Status' Listed within Phase 3A Carolina goldenrod Solidago pulchra E P Y Savannas. Spring-flowering goldenrod Solidago verna SR-L P, NH Y Mesic to moist pinelands, ocosin ecotones. Coastal goldenrod Solidago villosicarpa SR-L P, NH N Edge of coastal fringe evergreen forest Pickering's dawnflower Stylisma pickeringii var. E NH Y Sandhills ickerin ii Carolina asphodel Tofieldia glabra W1 P,NH Y Savannas, sandhill seeps, moist sandhill/pocosin ecotones. Dune bluecurls Trichostema sp.1 SR-L NH N Dunes, openings in maritime forests and scrub Carolina least trillium Trillium pusillum var. E P Y Ecotones between savannas pusillum and nonriverine wet hardwood forests; over marl Endangered (E) - any native or once native species in danger of extinction throughout all or a significant portion of its range. Threatened (T) - any native or once native species, which is likely to become an endangered species within the foreseeable future throughout all or a significant portion of its range. Special Concern' (SC) - any species, which requires monitoring but which may be collected and sold under specific regulations. Significantly Rare (SR) - species, which are very rare, generally with 1-20 populations in the state, generally reduced in numbers by habitat destruction. Watch List (W) - any species believed to be rare and of conservation concern but not warranting active monitoring. Limited (L) - the range of the species is limited to North Carolina and adjacent states. P-Pender County, NH-New Hanover County Historic record - the species was last observed in the county more than 50 years ago. Obscure record - the date and/or location is uncertain. • NHP records document a single occurrence of spring-flowering goldenrod on the west side of NC 117 approximately 0.3 mile west of the project study area. The proposed project will not impact this site. No other FSC occurrences are documented from the Phase 4A Pipeline and APEC fiber-optic project study area or vicinity. 4A EA 44 March 2003 X Environmental Services, Inc. 7.5 State-listed Species Plant and animal species on the North Carolina state list as Endangered (E), Threatened (T), or Special Concern (SC) receive limited protection under the North Carolina Endangered Species Act (GS 113-331 et seq.) and the North Carolina Plant Protection Act of 1979 (GS 106-202 et seq.). Quantitative surveys for state-listed species were not undertaken. NHP records do not document any state-listed species designated T, E, or SC not currently listed as FSC as occurring within the Phase 4A Pipeline and APEC fiber optic project study area. The proposed project will not impact any known state-listed species populations. 7.6 Protected Species Conclusions Habitat evaluations and field surveys for federally listed species revealed potentially suitable habitat for three of the federally listed plant species. Potentially suitable habitat for Cooley's meadow, golden sedge, and rough-leaved loosestrife is present within the project study area. Potentially suitable habitat for aquatic species for which potential habitat may be present will be directionally drilled using HDD thus avoiding any potential impacts to aquatic species. Impacts to three Federally listed Endangered plant species, Cooley's meadowrue, golden sedge, and rough-leaved loosestrife, are not known at this time. Systematic surveys for these plants will need to be conducted during the appropriate seasons to determine if any populations exist within the project study area; these surveys will be conducted prior to construction. No impacts to any other federally listed Threatened/Endangered species or critical habitat will result from the construction of the EastemNC Phase 4A pipeline and APEC fiber optic project. No state-listed species have been documented as occurring within the project study area. 8.0 CULTURAL RESOURCES 8.1 Introduction Archaeologists from ESI met with representatives of the North Carolina State Historic Preservation Office (SHPO) to identify areas along the project corridor requiring cultural resource investigation. The meeting with a representative from the Office of State Archaeology (OSA) took place on 3 January 2003, and the meeting with a representative from the Survey and Planning Branch occurred on 23 May 2002. • 4A FA 45 March 2003 9 Environmental Services, Inc. 41 The OSA identified two locations where the project corridor crosses streams and rivers that required archaeological survey. The Survey and Planning Branch requested that ESI identify National Register of Historic Places (National Register) eligible or listed historic structures along the project corridor. It was also requested that ESI identify National Register eligible or listed structures and/or districts within the limits of municipalities where EastemNC may place natural gas distribution lines related to this phase of work. Although not required by the SHPO-OSA, ESI also conducted a cemetery survey to identify cemeteries locations within the project corridor for avoidance by pipeline construction. 8.2 Results of Investigations No cultural resources were identified within or adjacent to the project corridor during the course of investigations. In order to maintain EasternNC's construction schedule, this permit is being submitted prior to the completion of regulatory coordination with the SHPO. A report detailing the results of the cultural resource investigation was forwarded to the SHPO for regulatory review on 20 March 2003. 8.3 Effects Based on the results of the cultural resource investigation, the proposed project will not impact any archaeological sites or historic cemeteries. There will be no impacts to properties that are National Register eligible, listed, or on the Survey and Planning Branch study list resulting from construction. 8.4 Accidental Discovery Plan During Construction, all EasternNC inspectors have the responsibility to monitor the construction sites for potential archaeological remains. If, during the course of construction, potential cultural resource remains are identified, the El will immediately stop tasks in the vicinity of the potential find and make stop work recommendations to the Construction Inspector (CI). Should stop work authority be deemed necessary, EastemNC will notify the SHPO and will hire a state-approved archaeological consultant who will survey the site and provide an immediate verbal report to EastemNC and SHPO. EasternNC will continue to consult with the SHPO as per the requirements of Section 106 of the National Historic Preservation Act (1966, as amended). The SHPO contacts are listed below: Ms. Renee Gledhill-Earley - Environmental Review Coordinator ?J North Carolina State Historic Preservation Office Administration Branch 4A EA 46 March 2003 X Environmental Services, Inc. 0 4617 Mail Service Center Raleigh, NC 27699-4617 (919) 733-4763 Mr. Mark Mathis North Carolina Office of State Archaeology 4619 Mail Service Center Raleigh, NC 27699-4619 (919) 733-7342 Further work at the site will be suspended until all criteria of Section 106 and other related Federal and State regulations have been successfully completed. If the site is determined to be potentially eligible for inclusion in the National Register, additional work such as a Determination of Eligibility or Data Recovery will be performed as required/approved by the SHPO prior to the re-initiation of work in the immediate affected area. In the event that human remains are discovered during the course of construction, the CI will immediately halt work in the immediately affected area and notify the local law enforcement agency and medical examiner. If remains are found not to be of recent origin, EastemNC will contact the SHPO and begin consultation to ensure that all provisions of the Native American Grave Protection and Repatriation Act (NAGPRA) are followed. Security measures will be implemented to protect suspected burials from vandalism. EastemNC will notify the SHPO of the situation and will continue to keep the SHPO informed as to the progress of further assessment. • If the unanticipated discovery of human remains is determined to be ineligible for inclusion in the National Register, EastemNC will proceed with coordinating the proper removal of the remains through cooperation from the local police, medical examiner, and/or SHPO. Only after the human remains have been properly removed from the affected area will construction in that immediate area of the pipeline facilities be resumed. Under no circumstances will human remains be removed from the site without completing all appropriate coordination processes with the local police, medical examiner, the SHPO, Native American representatives, or other pertinent agency personnel. 4A EA 47 March 2003 X Environmental Services, Inc. • 9.0 ENVIRONMENTAL EFFECTS In planning the project, EastemNC has incorporated measures to avoid, minimize or mitigate for unavoidable environmental effects. EastemNC has placed particular attention on identifying and evaluating construction methods and environmental practices that will avoid impacts on wetlands and aquatic systems. EasternNC will implement appropriate construction and environmental protection measures coupled with Best Management Practices to further minimize impacts. 9.1 Minimization and Avoidance Route selection and reroutes are two common methods utilized to avoid impacts to wetlands, surface waters and other environmentally sensitive areas. The alignment of the proposed natural gas pipeline project has been established to minimize environmental impacts and to ensure compliance with all applicable environmental permitting requirements. Minor realignment may occur due to on-going environmental and technical reviews. It is not expected that these minor realignments will significantly alter the route or impacts to the environment. The proposed route has been chosen to maximize collocation opportunities on existing powerline • easements and limited road rights-of-way, which will minimize disturbance to previously undisturbed areas as well as minimize impacts on fish and wildlife and cultural resources. The proposed route has been located within Progress Energy powerline easements and limited NCDOT rights-of-way to the greatest extent practicable. Where practicable, EastemNC will construct within the maintained poweriine easements and "between the ditches" in NCDOT rights- of-way to further avoid potential impacts. HDD will be used to cross waters and wetlands where feasible. EasternNC will evaluate all required crossings of waters and wetlands in light of sensitive environmental issues, such as the potential presence of transient threatened or endangered species, anadromous fish usage, water quality considerations, and others. Where wetlands along the proposed route encroach into the construction easement by only a few feet, the easement will be compressed where feasible, protecting the encroaching wetlands. These wetlands will be separated from the construction easement with silt fence, which will further minimize the chance of impact to these wetlands. EasternNC proposes to cross 5 surface waters along the transmission route. Most perennial surface waters and all AECs will be crossed by HDD. Two perennial surface waters may be open-cut if field conditions permit at the time of construction. Where surface waters parallel or encroach into the construction easement, work areas will be compressed to avoid impacts. In 4A EA 48 March 2003 Environmental Services, Inc. • these instances, either silt fencing or safety fencing will separate construction activities from the surface water. Construction across those surface waters identified by the NCDMF, NMFS and NCWRC will occur between specified moratoria dates to avoid impacts during critical times of usage by finfish species. HDD will avoid impacts to surface waters associated with moratoria dates. Route selection is another way to minimize and avoid impacts to surface waters. As discussed earlier, the route has been collocated within powerline easements and NCDOT rights-of-way to the maximum extent practicable. Additionally, the proposed centerline of the pipeline will cross the surface waters perpendicularly. Perpendicular crossings reduce the distance of in-stream and stream bank disturbance by reducing the crossing width. 9.2 Indirect and Cumulative Impacts See Appendix A for indirect and cumulative impacts information. 9.3 Future Phases • Phases 313, 4, 5, and 6 of the EastemNC natural gas pipeline system have also been approved by the NCUC (Docket No. G-44, Sub 0, June 7, 2001). However, these phases will be constructed and operated independently of the previous Phase I and Phase 2 projects and the pending Phase 3A project. Thus, gas supply sources of future phases will be independent of Phase I. As discussed and verbally approved during initial Phase I project scoping meetings with the NCDCM, NCDWQ and USACE (July 7, 2000), EastemNC will seek to permit all subsequent phases separately. In doing so, any action by regulatory agencies on the Phase 4A will not imply or affect subsequent actions on future phases. 9.4 Conclusions • Based on the information presented, the proposed project will be constructed so that environmental impacts will be avoided to the maximum extent practicable. Specifically, impacts will be avoided by routing the pipeline completely within existing Progress Energy powerline easements and limited existing NCDOT rights-of-way. In addition, EastemNC will avoid direct impacts to approximately 1.78 acres of wetlands and 1,161 feet of rivers/streams along 60 feet of stream bank by directionally drilling under them. Using HDD techniques will also avoid direct impacts to the 3 AEC's within the proposed transmission line identified by NCDCM, and avoid direct impacts to waters documented by NCDMF as anadromous fish spawning and nursery areas. Temporary impacts to maintained herbaceous wetlands will total approximately 7.24 acres. These areas will be returned to their pre-construction contours after the pipe is installed. 4A EA 49 March 2003 X Environmental Services, inc. • Construction of the proposed project is not expected to adversely affect federally listed threatened and/or endangered species or critical habitat. Additionally, no adverse impacts to cultural resources are expected. Therefore, since EastemNC will follow all general and specific permit conditions, no significant adverse environmental impacts are expected. • • 4A EA 50 March 2003 9 Environmental Services, Inc. • 10.0 LITERATURE CITED Amoroso, J.L and J.T. Finnegan. 2002. Natural Heritage Program List of the Rare Plant Species of North Carolina. North Carolina Natural Heritage Program, Division of Parks and Recreation, N.C. Department of Environment and Natural Resources, Raleigh. 85 pp. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. FWS/OBS-79/31. Fish and Wildlife Service, U.S. Department of the Interior, Washington, DC. 103 pp. Godfrey, R.K. and J.W. Wooten. 1981. Aquatic and Wetland Plants of the Southeastern United States: Dicotyledons. The University of Georgia Press, Athens, GA. 933 pp. Hamel, P.B. 1992. Land Manager's Guide to the Birds of the South. The Nature Conservancy, Southeastern Region, Chapel Hill, NC. 437 pp. Handley, C.O., Jr. 1991. Mammals. Pp. 539-616 in: K. Terwilliger (ed.), Virginia's Endangered • Species. The McDonald and Woodward Publishing Company, Blacksburg, VA. 672 pp. Henry, V.G., 1989. Guidelines for Preparation of Biological Assessments and Evaluations for the Red-cockaded Woodpecker. U.S. Department of the Interior, Fish and Wildlife Service, Southeast Region, Atlanta, Georgia. 13 pp. Kral, R.A. 1983. A Report on Some Rare, Threatened, or Endangered Forest-related Vascular Plants of the South. Technical Publication R8-TP 2. U.S. Department of Agriculture, Forest Service, Southern Region, Atlanta, GA. 1305 pp. Langbein, W.B., and K.T. Iseri. 1960. General introduction and hydrologic definitions manual of hydrology. Part 1. General surface-water techniques. U.S. Geological Survey Water- Supply Paper 1541-A. 29 pp. LeBlond, R. 1996. Status Survey for Carex /utea LeBlond. Unpublished report submitted to the Asheville Field Office, U.S. Fish and Wildlife Service, Asheville, NC. Lee, D.S. 1987. Felis concolor, Panther. Pp. 15-18 in: M.K. Clark (ed.), Endangered, Threatened, and Rare Fauna of North Carolina: Part I: A Re-evaluation of the Mammals. N.C. Biological Survey and N.C. State Museum of Natural Sciences, Publication 1987-3. 0 4A EA 51 March 2003 x Environmental Services, Inc. • LeGrand, H.E., Jr., S.P. Hall, and J.T. Finnegan. 2001. Natural Heritage Program List of the Rare Animal Species of North Carolina. North Carolina Natural Heritage Program, Division of Parks and Recreation, N.C. Department of Environment, Health and Natural Resources, Raleigh. 90 pp. Martof, B.S., W.M. Palmer, J.R. Bailey, and J.R. Harrison III. 1980. Amphibians and Reptiles of the Carolinas and Virginia. The University of North Carolina Press, Chapel Hill, NC. 264 pp- Menhenick, E.F., 1991. The Freshwater Fishes of North Carolina. North Carolina Wildlife Resources Commission, Raleigh, NC. 227 pp. National Marine Fisheries Service (NMFS). 1998. Final Recovery Plan for the Shortnose Sturgeon (Acipenser brevirostrum). Prepared by the Shortnose Sturgeon Recovery Team for the National Marine Fisheries Service, Silver Spring, MD. 104 pp. National Marine Fisheries Service (NMFS). 1999. Essential Fish Habitat Consultation Guidance. National Oceanic and Atmospheric Administration, Silver Spring, Maryland. • North Carolina Center for Geographic Information and Analysis (CGIA). 2001. Fourteen digit hydrologic units (GIS data) as in Basin Pro 2.1. North Carolina Department of Environment and Natural Resources (NCDENR). 2000. Cape Fear River Basinwide Water Quality Management Plan. NC Division of Water Quality. Raleigh, NC. NCDENR. 2003. North Carolina Waterbodies Listed By Subbasin. Internet Address: www.h2o.enr.state.nc.us/bims/Reports.htmi on February 5, 2003. North Carolina Division of Coastal Management (NCDCM). 2002. CAMA Handbook for Development in Coastal North Carolina. Internet Address: dcm2.enr.state.nc.us/Hand book. handbook. html on March 11, 2002. Palmer, W.M. and A.L. Braswell. 1995. Reptiles of North Carolina. The University of North Carolina Press, Chapel Hill, NC. 412 pp. Potter, E.F., J.F. Parnell, and R.P. Teulings. 1980. Birds of the Carolinas. The University of North Carolina Press, Chapel Hill, NC. 408 pp. • 4A EA 52 March 2003 X Environmental Services, Inc. • Radford, A. E., H. E. Ahles, and C. R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. The University of North Carolina Press, Chapel Hill, NC. pp. 1183. Reed, P.B., Jr. 1988. National List of Plant Species that Occur in Wetlands: Southeast (Region 2). U.S. Fish and Wildlife Service Biological Report 88(26.2). Rohde, F.C., R.G. Arndt, D.G. Lindquist, and J.F. Parnell, 1994. Freshwater Fishes of the Carolinas, Virginia, Maryland, and Delaware. The University of North Carolina Press, Chapel Hill, North Carolina, p. 222. Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina: Third Approximation. Natural Heritage Program, Division of Parks and Recreation, N.C. Department of Environment, Health, and Natural Resources. Raleigh. 325 pp. Schwartz, F.J. 1995. Florida Manatees, Trichechus manatus (Sirenia: Trichechidae), in North Carolina 1919-1994. Brimleyana 22: 53-60. United States Army Corps of Engineers (USACE), 1987, Wetland Delineation Manual, • Environmental Laboratory, Washington, Washington D.C. United States Department of Agriculture (USDA). 1977. Soil Survey of New Hanover County, North Carolina. United States Department of Agriculture-Soil Conservation Service. 69 PP- United States Department of Agriculture (USDA). 1990. Soil Survey of Beaufort County, North Carolina. United States Department of Agriculture-Soil Conservation Service. 150 PP. U.S. Fish and Wildlife Service (USFWS). 1987. Habitat Management Guidelines for the Bald Eagle in the Southeast Region. U.S. Department of the Interior, Fish and Wildlife Service, Southeast Region, Atlanta, GA. 9 pp. U.S. Fish and Wildlife Service (USFWS). 1993. Endangered and Threatened Species of the Sooutheastern United States (The Red Book). U.S. Department of the Interior, Fish and Wildlife Service, Southeast Region, Atlanta, GA. U.S. Fish and Wildlife Service (USFWS). 1994. Cooley's Meadowrue Recovery Plan. U.S. Fish and Wildlife Service. Atlanta, GA. 29 pp. • 4A EA 53 March 2003 Environmental Services, Inc. • U.S. Fish and Wildlife Service (USFWS). 1995a. Rough-leaved Loosestrife Recovery Plan. Atlanta, GA. 32 pp. U.S. Fish and Wildlife Service (USFWS). 1996a. Piping Plover (Charadrius melodus), Atlantic Coast Population, Revised Recovery Plan. Hadley, Massachusetts. 258 pp. U.S. Fish and Wildlife Service (USFWS). 1996b. Recovery Plan for Seabeach Amaranth (Amaranthus pumilus) Rafinesque. Atlanta, GA. 59 pp. Weakley, A., M. Bucher, and N.Murdock. 1996. Recovery Plan for Seabeach amaranth (Amaranthus pumilus) Rafinesque. Fish and Wildlife Service, U.S. Department of the Interior. 59pp. Webster, W.D., J.F. Parnell, and W.C. Biggs, Jr. 1985. Mammals of the Carolinas, Virginia, and Maryland. The University of North Carolina Press, Chapel Hill, NC. 255 pp. • • 4A EA 54 March 2003 X Environmental Services, Inc. • 9.2 Indirect and Cumulative Effects Assessment of indirect and cumulative effects is identified as a requirement under the National Environmental Policy Act (NEPA) of 1969, and under the Council on Environmental Quality (CEQ) regulations implementing NEPA. Under the North Carolina State Environmental Policy Act of (1976) (SEPA) the State has generally adopted the federal definitions of indirect and cumulative effects. Effects are defined as either direct or indirect. Direct effects are "caused by the action and occur at the same time and place." Indirect effects, however, " are caused by the action and are later in time or farther removed in distance, but are still reasonably foreseeable (CEQ 1986, 40 CFR 1508.8)." NCDENR is the environmental agency with review, compliance and enforcement authority in North Carolina. NCDENR specifically defines indirect effects as those "caused by and result from the proposed activity although they are later in time or further removed in distance, but they are still reasonably foreseeable." Further, they define cumulative effects as those "results from incremental impact of the proposed activity when added to other past, present and reasonably foreseeable activities regardless of what entities undertake such other activities. Cumulative effects can result from individually minor but collectively significant activities taking place over a • period of time (15A NCAC 1C)." All of the counties traversed by Phase 4A fall under the jurisdiction of the Coastal Area Management Act (CAMA), which conforms to SEPA and NCDENR regulations regarding consideration of indirect and cumulative effects. CAMA defines cumulative effects as those "impacts attributable to the collective effects of a number of projects and include the effects of additional projects similar to the requested permit in areas available for development in the vicinity (NCGS 113A-120 (a) (10))." Although indirect and cumulative effects are not specifically addressed in the CAMA regulation, these types of effects are implied with regard to the disposition of soil material, which must be "stabilized to prevent entry of sediments into the adjacent water bodies or marsh" and must not pose "significant, long term wetland impacts (15 NCAC 7H .0208(bx 1)." Purpose and Need The 14 counties in eastern North Carolina that EastemNC is now franchised to serve are areas of relatively low population density and development. Without outside support, construction of a natural gas transmission and distribution system in such an area is not economically feasible. A private investor could not be expected to make a reasonable return on the capital costs of the system. The North Carolina General Assembly recognized that such areas within the state needed funding for infrastructure improvements and passed the Clean Water and Natural Gas • Critical Needs Act of 1998 (Act). This Act, which was subsequently approved by the State's 1 March 2003 X Environmental Services, inc. • citizens in a bond referendum, authorized the use of state bonds to fund construction of and improvements to those portions of water, sewer and natural gas infrastructure that are otherwise economically unfeasible. The NCUC oversees the disbursement of the bond money, and requires that applicants provide a rigorous economic analysis of the proposed project. That analysis must describe a project's cost in detail as well as the project's likely revenues. The analysis must be projected for at least 15 years into the future, and include projections of growth and increased revenue over that time. The NCUC requires that such evaluations include considerable supporting documentation, which is thoroughly reviewed by both the Public Staff and the full Commission. In essence, this NCUC review goes to the intent of the indirect and cumulative impacts analysis as described in the National Environmental Policy Act. The extensive surveys, market research, and other studies produced by EastemNC, and subsequently reviewed and approved by the NCUC, showed that construction of the EastemNC natural gas system would not significantly contribute to increased development within the service area. Best Management Practices Based on Federal, State and Agency guidance with regarding to assessing indirect and • cumulative impacts EasternNC has investigated the likely effects of Phase 4A. Through best management practices during construction direct impacts will be very limited. As a result cumulative impacts to stream, wetlands, marshes and soils will also be minimal. Efforts to avoid and minimize impacts during construction have been addressed earlier in this document. The majority of the system will be installed in previously disturbed areas within existing powerlines or adjacent to existing roadways. Construction, and more importantly subsequent upland restoration, will proceed quickly to minimize impacts. Using HDD techniques when feasible will minimize impacts to jurisdictional wetlands, streams, and AECs. No permanent jurisdictional impacts will result from project construction. No anadromous fish or wetland and aquatic dependant species will be permanently affected by this project. Temporary impacts to herbaceous wetlands may result from proposed open-cut construction in maintained powerlines and in those maintained portions of the existing NCDOT right-of-way. To the extent possible, EasternNC will utilize the local labor force, which will minimize any negative impacts associated with imposing a temporary work force on the local communities. EasternNC will utilize the same environmental construction oversight and compliance processes used successfully by its corporate partner, Progress Energy/CP&L, to construct the much larger Sandhills pipeline project in the Piedmont as well as Phases 1 and 2 of this pipeline. These construction oversight and compliance processes include full-time on-site El's, independent • review by Progress Energy's Audit Services Department, and on-going support by its 2 March 2003 • NEnviro Rnmental Services, inc. Environmental Services Section. Additionally, EastemNC will provide regular reports to agencies on the project's progress. EastemNC will adhere to their Environmental Guidelines and their Pipeline Safety Program throughout the duration of this project. Both of these documents are available upon request from EastemNC. Impacts from Customer Migration to Natural Gas The availability of natural gas from the proposed project is not intended to be a "driver" of development to the extent that additional roads, water, sewer and similar services might be if constructed. The correlation between induced growth and water/sewer service does not exist with a natural gas delivery system. Because communities and business have a variety of energy sources to choose from, natural gas is not considered a growth limiting or inducing infrastructure component. Phase 4A will serve approximately 2 commercial facilities. The businesses include Del Labs, which produces cosmetics and proprietary pharmaceuticals with a workforce of approximately 200 workers, and KOSA Inc., one of the world's largest producers of polyester resin, fiber and polymer products with approximately 724 employees. These customers are currently using fuel oil, liquid propane, and/or electricity. Natural gas service will provide cleaner, • safer fuel with a much lower incidence of spills in the case of fuel oil, less pollution than wood fired systems and more convenient than liquid propane. No residential customers are to be served along this phase of the project at this time. Geographic Context - Future Infrastructure Projects and Economic Development 0 Transportation Improvements - In considering cumulative and indirect impacts it is essential to understand the proposed action in the context of other planned infrastructure improvements. The largest infrastructure improvement project in Eastern North Carolina is the widening and relocation of US 17. This project stretches from the Virginia border to the South Carolina border. The purpose of the overall project is to provide regional economic development and efficient evacuation routes in the case of hurricanes. This project, more than any other in the region, will have a profound effect on the development patterns in eastern North Carolina. Phase 4A, however, follows 1-40 and US 421, which are not slated for improvement. While there may be some residual effects on the overall highway network caused by the improvements to US 17, there are not expected to be significant changes in the facilities that support the businesses on Phase 4A. The following table details NCDOT's Transportation Improvement Projects in proximity to Phase 4A. 3 March 2003 County New Hanover • U X Environmental Services, Inc. TIP # Route Project Description R-2633 Pender NC 53 Wilmington Bypass, US 17 South of NC 87 in US 17 Brunswick County to 1-40 in New Hanover County. Four lane divided freeway on new location. Burgaw Bypass, NC 53 at SR 1340 to NC 53 US 17 West of SR 1508. Two lanes with paved shoulders, some new location. Schedule Construction - Post Years Construction - Post Years Economic Development Activities - Wilmington Industrial Development, Inc. (WID), also known as The Committee of 100, is a private, not-for-profit organization designed to assist and make company's expansion/re-location efforts seamless. WID serves the Greater Wilmington North Carolina region-New Hanover and Pender Counties and the City of Wilmington. WID promotes economic development through a mix of low-interest loans, a family of grant programs, marketing, business recruitment, public relations, training and product development initiatives. Incentives in these counties include; free job-specific worker training programs for new and expanding industry, no inventory or intangibles taxes, no sales tax on raw materials, low corporate income tax rate, low property taxes, and low interest loans. Whether these inducements will lead to growth in the region relies on a complex process comprised of many variables. The commercial development capacity of a given area is dependent upon the availability of land and/or facilities, suitable workforce, financial incentives, and utility and transportation infrastructure. Subjective factors such as quality of life, proximity to activity areas, weather and community cohesiveness also play a significant role in an area's growth potential. Based on the demographic information cited below it appears that there are adequate land, facility and workforce resources in the counties served by Phase 4A. County Population Pop Density Pender 50.11 per sq 43,626 mile New Hanover 168,536 847.2 Per sq mile County Workforce Demographics per WID - March 2003 Percent Change % Population 1992-2002 in Labor Force 39.90% 39.3% 30.70% 50.4% Unemployment 7.8% 6.0% Cumulative and Indirect Impact Findings - Supplementing existing utility infrastructure with natural gas service in combination with planned transportation improvements and economic 4 March 2003 0 • • X Environmental Services, Inc. development activities, will likely make the location of commercial or industrial sites more attractive. It is unlikely, however, that the addition of a limited pipeline system such as the EastemNC Pipeline to the existing and planned infrastructure would induce any noteworthy commercial growth in the area. Further it is expected that the migration of existing energy users to natural gas will reduce soil and water contamination and air pollution. The application of best management practices during construction will minimize direct, indirect and cumulative impacts on streams, wetlands and soils. 5 March 2003 Ikkk, • D n 3 (D D C1 0 ):AER01150.O 1\?:?wea IiqureA.epi A 1 r r? € i t N?Geu g- ?' ?? I V Pipeline y " ;, Primary Roads Harr. a . Municpal Boundaries County Boundaries Hydrography 1 Wath ?1. Bur"g w = K x s tt Atkinson w ` t { Saint H Ily Ridge Helena _? Ynl Ito 'ng Carolina Spri Beach Shallotte t_ak Kure Effmv Beach Holden Beach Oak Island Caswell Bald Head Beach Island --J 5 0 5 10 Project Location Map Figure: 1 Environmental Services, Inc. Miles EasternNC Natural Gas ER01-150.04 Source: Basin Pro, NC Center for Pipeline- Phase IVA March 2003 Geographic Information & Analysis -, t.• a :.i•:� •.1• q �:"-rti.,y� - .ry -,�,i.,.. .y:i;. �: %+•'ai•,f.°'a',.•S !r: .•'`�ya,,,-�-•�•,;;."•!!r`a �'' y�f �►t" ! •i•. .Y\� � 'Y ,. ,' .. •. Y•• •a „ �.h• 'a ALJ': .. ii,'M.,. .�V : .�{_: :iri;'1r,i �'•h:' " •jwe . 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(??:, ..Y- ?-^ .r. ?j?? ,•?'.?F .,43''?(l.:i ry.• 1.:....?:\ ,.,:J.- •f. V.:?.I[•r.' ?. 3:'?S`.fYI? ?•,?yr ?•i?.` y • ':J':' :(?,::?_•.,:, +•'?',.?!?.? ,:1ir, • • . ` ? ? ?Y, ?x /i`?): ,!w,13';.r' • ?. ''' ' : 'tip? : LL 2• r'vj. `? .?'•1•' ' ? 1 .3';? " 1 ,?i? ? ` ? . ;t!`?:'?^'?•? . '' ! • ` f, ?j ,' ?, . .: ?4' ?] ... , jq ?5' •.i.? - ~`' '•. `?t?•l.T? •• ?'t• ':1 ?!' . A't. 1?• •• i ?`t. 'Ja. t' ??,.. .r• Main Line - Sheet 14 of 14 7.5 Quadrangle Name C H tl NC t E as e ayne as em Field Work and Graphics By Prepared oate. New Hanover County ....... ,:,•., :.1,.:?.•..:,r,..-.;?,., Environmental Services Inc. February 2003 Environmental Services, Inc. 524 New Hope Road R l h N th C l 0 250 500 750 ,ooo Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline a eig , aro or ina 27610 Scale In Feet Wetland and Stream Identification �4 Mile 2 _, 32 W9 N34° 23'56" N34 '1'3 59 W77 53' 11' I W77" 53' 1U Pipeline Route ! Match Line Sheet 3 W2 Emergent OC 0.160 ac S1 UT of Turkey Greek F!* Perennial Width: 6.673 ft W3 Emergent OC 0.034 ac W4 Emergent OC 0.040 ac A- k Now W4, .. Sheet 2: Detail 1 Feld Work and Grapnirs By Prepared Date: Environmen;a:Services Inc Feb,koryW03 Environmental Services. Inc. 524 New Hope Road Raleigh, North Carolina 27610 - - - Drilled Pipeline --- Open Cut Pipeline Edge of Pavement j Highw ay Right of Way Const ruction Easement Edge of Powerline Easement Surfac e Water 0 Wetla nd r -- Wetland Outside Impact Area f OC Open Cut : HDD Horizontal Directional Drill 1998 Ortho Photo Quads Rocky Point EastemNC Pender County 1"=200' Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Scale Phase IVA Pipeline Wetland and Stream Identification W5 Emergent OC 0.062 ac Sheet 2: Detail 2 Field ',,Vork and Graphics 6y Preparea Date Envlronrnental Services. Inc Fabniary 2D0 itEnvironmental Servicea. Inc - 524 New Hope Road Raleigh. North Carolina 27610 — — — Drilled Pipeline — — Open Cut Pipeline Edge of Pavement Highway Right of Way Construction Easement Edge of Powerline Easement Surface Water 0 Wetland — Wetland Outside Impact Area OC Open Cut HDD Horizontal Directional Drill 1998 Ortho Photo Quads Rocky Point EastemNC Pender County Proposed Eastern NC Natural Gas Pipeline 1"=200' And APEC Fiber Optic Conduit Scale Phase IVA Pipeline Wetland and Stream Identification 0 ¦ W6 Emergent OC 0.008 ac W7 Emergent OC 0.033 ac A - - - Drille d Pipeline --- Ope n Cut Pipeline Edge of Pavement High way Right of Way Cons truction Easement Edge of Powerline Easement Surfa ce Water Wetl and Wetl and Outside Impact Area OC Ope n Cut HDD Horizontal Directional Drill Sheet 2: Detail 3 Fild Work and Graphics By Prepared Date En.vonrnental Serv,(xs Inc February ;10 p3 I Environmental Services. Inc. 524 New Hope Road Raleigh. North Carolina 27610 1998 Ortho Photo Quads EastemNC Rocky Point Pender County Proposed Eastern NC Natural Gas Pipeline 1"=200' And APEC Fiber Optic Conduit Scale Phase IVA Pipeline Wetland and Stream Identification W8 Emergent OC 0. 133 ac j F W9 Emergent , OC 0.097 ac UT of Turkey Creek } Perennial Width: 13.330 ft - Drilled Pipeline ' = Open Cut Pipeline . - # Edge of Pavement Highway Right of Way Construction Easement Jib' Edge of Powerline Easement s e, . ., v Surface Water W l 0 et and - Wetland Outside Impact Area ` , . r OC Open Cut . " HDD Horizontal Directional Drill -- - -'?" Sheet 2: Detail 4 1998 Ortho Photo Quads Rocky Point EastemNC "geld ''Aork and Grannies By Prepare) Gate. Pender County - .:.?....._ ?, r Fn irormenta: £ervicts Inc Fetruarv 2703 Proposed Eastern NC Natural Gas Pipeline Environments) Services. Inc. 1 -200 And APEC Fiber Optic Conduit 924 New Hope Road Scale Phase IVA Pipeline Raleigh. North Carolina 27610 Wetland and Strearn Identification W 10 N34` 23'39" W ? " 53' 13" Mile 2.5 i Wallis r I $3 Main Line - Sheet 3 of 14 rISIC Worn and Graptucs By Prepared Date I Env,cnmeotal Sernces Inc r"eNuary 2063 Environmental Services, Inc. 524 New Hope Road Raleigh, North Carolina 27610 1998 Ortho Photo Quad Rock Rocky Point East6:?mNC Pender County 250 500 750 ,ono Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline s`a'e in Fee' Wetland and Strearn, Identification Sheet 1 Detail 1� 1998 Ortho Photo Quads Rocky Point Fie!d'Nork and Grapnlcs By Prepared Dais Pender County Envuoninenta! Services ;no Feonuary'003 Environmental Services. Inc. 1 „=200' 524 New Hope Road Scale Raleigh. North Carolina 27010 Eastem,MC Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline Wetland and Stream Identification r W12 Emergent A HDD 0.020 ac Imo_ Sheet 3: Detail 2 F-eld Ncrh and Graptucs By P;epace,1Data Environmental Services I February 200 3 Environmental Services. Inc. 524 New Hope Road Raleigh, North Carolina 27610 W11 Emergent OC 0.004 ac Drilled Pipeline -- — Open Cut Pipeline Edge of Pavement Highway Right of Way Construction Easement Edge of Powerline Easement Surface Water Wetland — - Wetland Outside Impact Area OC Open Cut HDD Horizontal Directional Drill 1998 Ortho Photo Quads Rocky Point East mNC Pender County x ' Proposed Eastern NC Natural Gas Pipeline 1"=200' And APEC Fiber Optic Conduit Scale Phase IVA Pipeline Wetland and S ream Identification F- Sheet 3: Detail 3 1998 Ortho Photo Quads Rocky Point EastbmNC F Salo 'R!Ork and Grapmcs By Prepared Dare. Pender County <<.• . E:,...:, •:.... �., Environmental Services Inc February 2003 Proposed Eastern NC Natural Gas Pipeline Environmental Services. Inc. '200 And APEC Fiber Optic Conduit sea New Hope Road Scale Phase IVA Pipeline Raleigh. North Carolina 27610 Wetland and Stream Identification LO W14 N34° 22'53" W77" 54'58" L U N 2 It yY9.' r RA. y ?ih Main Line - Sheet 4 of 14 1998 Ortho Photo Quad Rocky Point/Castle Hayne F,eld'A'o'k and Graomcs By Prepa,e:l Late Pender County Envirornnental Services Inc February 2003 l) 250 500 750 1000 LX Environmental Services. Inc. 524 New Hope Road Raleigh. North Carolina 27810 Scale ei Feel - - Pipeline EProposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline Wetland and Stream Identification W 14 Emergent OC 0.098 ac ¦ --- t Drille d Pipeline --- Ope Edge n Cut Pipeline of Pavement High way Right of Way Construction Easement Edge of Powerline Easement Surfa Wetl ce Water and Wetl and Outside Impact Area OC HDD Open Horiz Cut ontal Directional Drill Sheet 4: Detail 1 1998 Ortho Photo Ouads Rocky Point Fie!d O'.'ork and Graplucs By Prerarecl Date. Pender County Envirorlme,)IN Services Inc Fetvuarv 2003 Environmental Services. Inc. 1 "=200 Raleigh. North Carolina 27610 Eastem,NC 524 New Hope Road Scale Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline Wetland and Stream Identification �'�r+ ��, '. rN - -- � .t Sheet 5: Detail 1 1998 Ortho Photo Quads Rocky Point EastemNCF,�,id .4'orkandGrapti,csBy Prepared Dale Pender County r Emvrconrriental Services Inc February 2603 Proposed Eastern NC Natural Gas Pipeline ibol Environmental services, Inc. 1"=200' And APEC Fiber Optic Conduit New Hope Road Raleigh, Scale Phase IVA Pipeline AlmReleigh, North Carolina 27610 Wetland and Scream Identification 4 AW ""V W io 40 7.7%, Aiba-lkp, I < Drilled •Pipeline Ilk — — — Open Cut Pipeline Edge of Pavement CAPswHighway Right of Way Construction Easement 64 — Edge of Powerline Easement — Surface Water Wetland Wetland Outside Impact Area OC Open Cut HDD Horizo Mal Directional Drill lk N, 4w 18 ` 1 e ♦� r • r-- ;mac <�if��9 !iT � 7'd .� : 1 r�',Ai� t r; ' 1 l ` All mfr ' ' -,� #a' f���Tt�� /��A1 � 'y4.�+'S�±(� ,� � i. �� • f�/ it ' b.! : r ' 1 rtP j �``` ir�i// y'/. gd%ia,�'�',„r 4 l.,w `' ' lws,✓v, : t S f r 01. r• J j ,t/r t� r •',L'�",c +,r,r+ yJ j��" *f Ir. .:s'— s'•tI `t. a1 �� �jj,`j-•r te✓�if��,'�� yN1,F.7"�,,�''rt��1�'��•!�!�/�.P� �� % f r.� . ��.Y- f �^�f��p '.^R �i' l •, r/E'i +E" '. Y�,r�3�� i rk`��.Fr g ' 1.F � ��Ir}.Y �+ rf, 'r �y 7 ��r� �'. .l�t r � Sr '�� 'f M� /' � �''• r, i �F1.�96� � _.IY. t••1„�j� ,'t} - r' ` '•sr��" d ,Jf h i' h � • r �r� -� - �rgy .,; `��+.Jj.'r��ff r,��-1�A��•f'1 r 1��,f?.6' ,��- � -�� r{F ,'r ,�. P`: Pipeline Route .���r 5i�'f!', 7 ��. ;p•,./J ��rt''t�i �i � tfr"�i. , r , - I / �'1P'..--�II'"��.�'�'�'� �rdSyFs�ft�-yy+��..fyj�`Cts1' j�1►'.�.. 'l. • j� r► -R�r Sheet 6: Detail 3 1998 Ortho Photo Quads Rocky Point/Castle Hayne EastemNC Field work and Graphics By P,epared Oate Pender County _.� .. ...r..,,.d� E—mronmenral Services Inc February 2401 Proposed Eastern NC Natural Gas Pipeline Environmental Services, Inc. 1"=?_00' And APEC Fiber Optic Conduit Raleigh, gh, Nope Coed Scale Phase !IVA Pipeline Rnlergh, North Carolina 27sio Wetland and tream Identification '~a4 ?r .`RL r'i• Y ny; Irs ? t "h Af ;, AM W20b ws N34° 22'22" 4 W77° 57' 46" J ? q -'T.---_r--__- W77 57'5g, ,a, f Mile 7 5 ' 1 v f_ ? W21 N34° 22' 19" r E ?? t??y'tr?A' ? rW?t.•'d !4'r+.rf ?'`r Iv, ??? ,' dy tYil ?,•-?? }1•?r) ????`rf?.ftyy r^ ?y r ? -.rat r 1?'.-. r Ai ?,, r?? PF r W 20a lyi 4 !. r v rI tiL? N34" 22' 3611 t:rr J. 17°56'29" rte,. .,; t + •(.. Mile 7 0 tD i. 4r r' 4 ` T W -? 7 N34 22'22" t?? tQyy?J 1'? i k• trtt' 39 '?I- iii:, P•Y . 'M'Yp T ,fit ?_F 7w" ? rr.?.rr, tp ixr. rl?t - - - Pipeline R Main Line - Sheet 7 of 14 1998 Ortho Photo Ouads Rocky / Castle Hayne mNC East Pender/N ew Hanover e F,:,r c.apr' S s Counties Environmental Services, Inc. 524 New Hope Road 9 Raleigh, North Carolina 27610 zso 500 750 a n Ft,,.: Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline Wetland and Stream Identification a? J - - - Drilled Pipeline - - Open Cut Pipeline Edge of Pavement Highway Right of Way Construction Easement Edge of Powerline Easement Surface Water Wetland Wetland Outside Impact Area OC Open Cut HDD Horizontal Directional Drill Sheet 7: Detail 1 1998 Ortho Photo Quads Rocky Point/Castle Hayne EastemNC Feld Work and Graphics By Prepaied Date. Pender County .? .?. .w. Environmental Services Inc February 2003 Proposed Eastern NC Natural Gas Pipeline Environmental Services, Inc. 1"=200' And APEC Fiber Optic Conduit 524 New Hope Road Scale Phase IVA Pipeline Raleigh, North Carolina 27610 Wetland and Stream Identification Sheet T Detail 2 Field Work an. Graphics By Prepared Date. Environmental Services Inc Feoruary 2003 Environmental Services, Inc. 524 New Nope Road Raleigh, North Carolina 27610 1 Ortho Photo Quads Eastem,NC Rocky Point/Castle Hayne Pender County 1.., ,- C', _ .r,. , .., Proposed Eastern NC Natural Gas Pipeline 1"=200' And APEC Fiber Optic Conduit Scale Phase IVA Pipeline Wetland and Stream Identification L N w r in C f` V N � .0 W 20a F� - J Emergent HDD 0.290 ac — — — Drilled Pipeline -- Open Cut Pipeline Edge of Pavement Highway Right of Way Construction Easement Edge of Powerline Easement Surface Water Wetland Wetland Outside Impact Area OC Open Cut HDD Horizontal Directional Drill Sheet 7: Detail 3 1998 Ortho Photo Quads Rocky Point/Castle Hayne East9amINC Field vv'ork and Graphics By Prepared Date. Pender County Environrnental Services Inc February 20Q' Proposed Eastern NC Natural Gas Pipeline Environmental Services, Inc. 1"=200' And APEC Fiber Optic Conduit 524 New Hope Road Scale Phase IVA Pipeline Raleigh, North Carolina 27610 Wetland and Stream Identification Sheet 7: Detail 4 1998 Ortho Photo Quads Rocky Point/Castle Hayne East m V Panderer/NNew Hanover i Field ''Work and Graphics By Prepared Dale Counties °°" ^ ^"•J" -°y Envrronmenlal Services Inc February 2003 Proposed Eastern NC Natural Gas Pipeline Environmental Services, Inc. 1"=200' And APEC Fiber Optic Conduit 524 New Hope Road Scale Phase IVA Pipeline Raleigh, North Carolina 27610 Wetland and Stream Identification Ilk FX 40 jV V oil. Ali • W 21 Emergent S Ir P -V j A AA AM lilt V 4" Drilled Pipeline Open Cut Pipeline Edge of Pavement Highway Right of Way r Construction Easement Edge of Powerline Easement Surface Water 41 Wetland Wetland Outside Impact Area 4V OC • a Cut AN HDD H.d�ontal Directional Drill IL ??t? a r t? t }K k :?. 1! ls'lrq?.i'? ..+'}?,4,yt, '++? •i?t'?""S.+"r, + .+?9i? ?-, `r 1? t t.n?d F'?KtI+,+F +< a .2"a tir k a''1' ".'e'l h.r'??' ' c r'' ??.,y' • ai. P ; k ?'? ?y'?`j „,? , )'!' 'p?'R? a: l ?M+ Mti ??tt1tr? ?` raft a A " ,? t1 '+? 'l 'iVtN'?` , G,. A"„t?,.4+ \aY.t?ivR, tom` w 4 ,•aw } s 4'+1•l` ', ,,i?1iarPC -,1? a^,l -A '- 4. " l a Al ,.t•?1+ t,?? n ?.•; ( ?? 1,.y y'"' A ? ?, r n ?y C ?F ;, ? +l.i?'$i., , } , 1l s??,. ?• t r ?` ? vt 1 ? ?fit . '1: 'k ? „F rl? L? f s ,,C o h r?'. t }.*-' 1? ,.,? ,d'?,i' • i ? • ya ? ?p 1 'µ?? „ +,? •Y ??tk ??? : •..'? t ?? t t '? ? + ? 4 '?a . +r??? r t ?'h3,,t' s `v '•c;!; ? , Cy ? r... ?? 1'.N r.. • a, r'ayi ? 1?,$ t 1??.'h??i??:?..!iii'ti.,1.?"?w.'?.a.??i''q?!o??i. +,,?;f"rcr7?,?jC?'???????'r?s."4i<???.'4.?+:'.';?t.:t?!??;N?A`?r ?.e` fSr , K t <<q??1r ?`+v, ?k 14 1 N34 22 15 ?ta,i•5„ 1 w .? . W77 ^58'20" '`4 ,?7h? 4 `?':'r`' 4 t n.?+ ? ,+ ? `?1ts-.M ? "?] •M L?+?? ??' ? a ra' K ' !<i?",r .1.j? t'`<?• '"ML , . !'y?yt?" - ,y a ` iR*.''?{,`! .? _ 1 3>:yk?\?? •???='1? ti1. ` ? ? ? yr +,. r - ,.r a ? « Mile 8 0 • f ?'a+gwF'? ,+,..!1?j, ?? a: 4 ?a R t ati-` `"°T??.,e'?r,+'1?+? R\ l? „? ?s.? s? M.+ ? ,..rra >y?,?.t ?a• rs '1* j i.+t1:,o1•??o?vMt?t,] `fi!'?.1 vcy+'n. ..+"` M':v ?s ar't4'? ?,'l w ?R _ N 'aW Z7 Aga s..,R' ,.t rr'? _ k' °'"? .r s-'•aP oe 'r c_ :t, ,,1 tw 1? rg+"+rp0' + u r ytq ?(ka++l J a 'n e.ri, `.t y. • y'(-a??,""ttta':JM*"'"'" r 1r ,y fi t+'?? .tti t ;4e, ? ? ? '+,? ? ? ?•?+ .4+44T1 . w14„t * I are 4? ? , +vl?t :? x lV ? W 22a ?,• a •«.?{?; -- "??, ?M°?>^? ?dl?}'sA y '#"+.,""*? y=.t}.1'. ;tea tWrOrs}.°•? N34 72258' 15" ', ?+r "3m . rl ifYl?+rih*. ?d?: °i. ? ?e' -r '3z? ? €7-1 ?`!?,,? ,,;??lk. ;,^ate +?3-?,0!• ?r+.. ra ler?* ? 411 Main Line - Sheet 8 of 14 F e!a."vurk anti GraPnics Bi arepTeci t: !,° I erzvoronentai Services nc; rebrua^/ 9 Environmental Services, Inc. 524 New Hope Road Raleigh, North Carolina 27610 1998 Ortho Photo Quads Rocky Point/Castle Hayne Pender/New Hanover r Counties EastemNC u zso 00 7so ,ooo '`a`P'n`ee1 Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline Wetland and S ream Identification Sheet 8: Detail 1I 1998 Ortho Photo Quads Rocky Point/Castle Hayne Field'A'oA and Graphics By I Prepared Date New Hanover County Enwroninentat Services Inc I February 2003 Environmental Services, Inc. 1 =200 524 New Hope Road Scale Raleigh, North Carolina 29810 Easte'mNC Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline Wetland and Stream Identification `J n M 1; ?w N T y.- - . . Drilled Pipeline ,. ?' --- Open Cut Pipeline Edge of Pavement - Highway Right of Way Ado' z` Y f. Construction Easement ?t Edge of Powerline Easement Surface Water 0 Wetland T - Wetland Outside Impact Area - OC Open Cut HDD Horizontal Directional Drill m " `- flt . •: _ ." Sheet 8: Detail 2 1998 Ortho Photo Quads EastemNC Rocky Point/Castle Hayne Fie!a NorK and Grapn,cs By Prepared Date. New Hanover County ... :., ,w, Environmental Services Inc February 2603 Proposed Eastern NC Natural Gas Pipeline Environmental Services, Inc. 1"=200' And APEC Fiber Optic Conduit 524 New Hope Road Scale Phase IVA Pipeline Raleigh, North Carolina 27610 Wetland and Stream Identification Ilk Me &» ' a ,. •'nqi+ + 1•�"S`y k yt':', M �, ' ! aF - '� 'lir fAT 4f --- Drilled Pipeline Open Cut Pipeline Edge of Pavement 400 Highway Right of Way ' R� Construction Easement Edge of Powerline Easement Surface Water 00 • r s ' ' 10 III L 4Z1 hSVq�nri,`_ Irn ass . ''ov�r E �F*14 a � � i va g„-'�t;'�i ,�. Ur•, Rte, ,�4'�Ir ,' � +�, �" � 1W Ilk' �F r 8 Open Pipeline 4% 4� Edge of Pavement Highway Right of Way Sa 's ,: t 'r•�... X11 g y� Construction Easement Edge of Powerline Easement Surface Water Wetland Outside Impact Area * y Wetland Vill 4 OC Open Cut HDD Horizontal Directional Drill 1- I IW 22b Emergent DD 0.422 ac NA W%L PAL, 110 % A40 W 22b Emergent J HDD 0.422 t 40 IS 4 46 Ak 4 I It flL Sheet 9: Detail 3 1998 Ortho Photo Quads Castle Hayne/Leland Easte' mNC Feld Yvork and Graphics By I Prepare)Dale. Pender County «. �,..��•oi•aru m,:.; ei a> Em•nonmeotai Services Inc February 2009 _ Proposed Eastern NC Natural Gas Pipeline Environmental Services, Inc. -200 And APEC Fiber Optic Conduit 524 New Nope Road Scale Phase IVA Pipeline Raleigh, North Carolina 27010 Wetland and Stream Identification i ?{ v --- Pipeline Route Main Line - Sheet 10 of 14? F1e';d' 01k and Grapmcs By Prepared Date. Ervreonmerna! Ser::ces roc February 2Lt ).l 24 Environmental Services, Inc. 524 Nen Hope Road Raleigh, North Caroline ,7610 0 250 500 750 1000 Scale in Feel 1998 Ortho Photo Quad Leland Pender County 11.0 ?? A L? s!? i fl` 1 ?a Eastic l rnNC Proposed Eastern N C Natural Gas Pipeline And APEC Fib er Optic Conduit Phase IV A Pipeline Wetland and Stream Identification Main Line - Sheet 11 of 14 1998 Ortho Photo Quad Leland /Castle Hayne East6mNC Pender/New Hanover Fiehl Work and Giautiws By F'reparedDate Counties ,`+.v�mic,n Fnvuoornental Services Inc Feoivary 2003 0 250 500 750 1000 Proposed Eastern NC Natural Gas Pipeline italEnvironmental Services, Inc. And APEC Fiber Optic Conduit 524 New Hope Road -- RM Raleigh, North Carolina 27610 Scaie w Fee: Phase IVA Pipeline Wetland and Stream Identification Sheet 11. Detail 1 1998 Ortho Photo Quads Castle Hayne/Leland Feld '•Mork and Graptvcs By Preparee Dale New Hanover County Environmental Services Inc February 2003 / . NREnvironmental Services, Inc, 1 "=200 524 New Hope Road Scale Raleigh, North Carolina 27610 EastemNC Fane„ 'o - =1,mha Na:✓a; -'— Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline Wetland and Stream Identification ,r 1, iL i r? - - - Pipeline Route "r •j?,c.; 1. , lti'?? "; a, t4 to Match Line Sheet 13 ' Main Line - Sheet 12 of 14 I 1998 Ortho Photo Quad Castle Hayne reek,'Aork and Graphics By Prepa,ed oala New Hanover County En,ronmentai Services Feb, Lary 200; 0 250 500 750 1000 Environmental Services. Inc. 524 New Hope Road Raleigh, North Carolina 27610 scale nt Peel A ^~ -W Ne, VOW % Ealsl'temNC Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline Wetland and Stream Identification Main Line - Sheet 14 of 14 1998 Ortho Photo Quad Castle Hayne New Hanover County { EastemNC ...-,•-.• • ::•....:.., Feld A101k and Graphics By PrepargJ Dale Enwronmeniai Services Inc f el;haary 20G;; 0 250 500 750) 1000 Scale In Feet Proposed Eastern NC Natural Gas Pipeline And APEC Fiber Optic Conduit Phase IVA Pipeline p Wetland and Steam Identification Environmental services, Inc. 524 New Hope Road Raleigh, North Carolina 27610 • • • D 3 c? m • • IF GROUND SLOPES TOWARD ROADSIDE DITCH OR IS LEVEL, NO SILT FENCE IS NEEDED UNLESS ADJACENT TO A.E.C. PROVIDE CHECK DAMS OR SEDIMENT TRAPS IN DITCH. APPLY PERMANENT SEEDING TO ALL DISTURBED AREAS. IF SLOPE IS STEEPER THAN 2H:1V, PROVIDE ECM ON DISTURBED PORTION OF SLOPE. IF GROUND SLOPES AWAY FROM ROAD, THERE IS A DITCH, AND CONSTRUCTION WILL TAKE PLACE BETWEEN ROAD AND DITCH, PROVIDE SILT FENCE AT EDGE OF DITCH OR AREA OF DISTURBANCE. IF IT IS NOT POSSIBLE TO INSTALL A SILT FENCE, PROVIDE CHECK DAMS OR SEDIMENT TRAPS IN DITCH. APPLY PERMANENT SEEDING TO ALL DISTURBED AREAS. IF SLOPE IS STEEPER THAN 2H:1V, PROVIDE ECM ON DISTURBED PORTION OF SLOPE. AREA AVAILABLE FOR PIPELINE CONSTRUCTION 5 FEET SILT FENCE SILT FENCE / NCDOT RIGHT-OF-WAY IF DITCH IS DISTURBED, PROVIDE DITCH STABILIZATION MEASURES SUCH AS PERMANENT SEEDING, ECM, RIP RAP, SEDIMENT TRAPS, AND CHECK DAMS AS NEEDED BASED ON FLOW VELOCITY AND EXTENT OF DISTURBANCE. REFER TO DETAIL SHEETS FOR INDIVIDUAL PRACTICES: • IF GROUND SLOPES AWAY FROM ROAD AND THERE IS NO DITCH, PROVIDE SILT FENCE AT EDGE OF RIGHT-OF-WAY OR AREA OF DISTURBANCE. APPLY PERMANENT SEEDING TO ALL DISTURBED AREAS. IF SLOPE IS STEEPER THAN 2HAV, PROVIDE ECM ON DISTURBED PORTION OF SLOPE. DETAIL DESCRIPTION 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2. TEMPORARY DIVERSION 3. RIP RAP LIN ED CHANNEL 4. GRASS AND EROSION CONTROL MATTING LINED CHANNEL 5. EROSION CO NTROL MATTING 6. BLOCK AND GRAVEL DROP INLET PROTECTION 7. BLOCK AND GRAVEL CURB INLET PROTECTION 8. TEMPORARY SEDIMENT TRAP 9. SILT FENCE 10. CHECK DAM NOT TO SCALE U • PLACE TRENCH SPOIL ON UPHILL SIDE OF TRENCH WHERE POSSIBLE PROVIDE SILT FENCE AT LOW SIDE OF DISTURBED AREA IF SPOIL IS NOT PLACED ON UPHILL SIDE AND WHEN NEAR HQW TRENCH J CONSTRUCTION EASEMENT AREA DISTURBED BY PIPELINE CONSTRUCTION YUND SURFACE - ORE AND AFTER ISTRUCTION 0 REFER TO DETAIL SHEETS FOR INDIVIDUAL PRACTICES: DETAIL DESCRIPTION 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2. TEMPORARY DIVERSION 3. RIP RAP LINED CHANNEL 4. GRASS AND EROSION CONTROL MATTING LINED CHANNEL 5. EROSION CONTROL MATTING 6. BLOCK AND GRAVEL DROP INLET PROTECTION 7. BLOCK AND GRAVEL CURB INLET PROTECTION 8. TEMPORARY SEDIMENT TRAP 9. SILT FENCE 10. CHECK DAM • NOT TO SCALE • PROVIDE CHECK DAMS AND CHANNEL LININGS AS NEEDED BASED ON DRAINAGE AREA, DITCH CONFIGURATION, AND SLOPE OPEN CUT HDD HDD PIPELINE SITE PIPELINE INSTALLATION INSTALLATION - ------- ---- -----, PAVED ROW ROAD • DITCH CENTERLINE TYPICAL ---------------------- - i i i i ?? ---------------- r? i -------------- BRIDGE BRIDGE OR CULVERT • REFER TO DETAIL SHEETS FOR INDIVIDUAL PRACTICES: DETAIL DESCRIPTION 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2. TEMPORARY DIVERSION 3. RIP RAP LINED CHANNEL 4. GRASS AND EROSION CONTROL MATTING LINED CHANNEL 5. EROSION CONTROL MATTING 6. BLOCK AND GRAVEL DROP INLET PROTECTION 7. BLOCK AND GRAVEL CURB INLET PROTECTION 8. TEMPORARY SEDIMENT TRAP 9. SILT FENCE 10. CHECK DAM NOT TO SCALE -------------- LEGEND • CHECK DAM TEMPORARY SEDIMENT TRAP • WETLAND BOUNDARY BUFFER HDD SITE OPEN CUT i i - _ PIPELINE INSTALLATION __ ??-=j =---- --- -- LtsetnXeNne" • • • I CONSTRUCTION EASEMENT ----------------------------- - - ------------ ° . - - 01 ?--- TD HDD SITE --- - i t SLOPE WETLAND -_ = BOUNDARY BUFFER i A. A. i i OPEN CUT HDD =- -_ PIPELINE SITE INSTALLATION 0 LOPE - -------------?--? v --- HDD PIPELINE INSTALLATION _ OPEN CUT A. --= PIPELINE _ -- o INSTALLATION i i i i _ _ - '. • SLOPE -- • - - - - --- • - - -------- ----- Y i ? i i .... .................. - - -------------------- - - - - - - - - - - - X i SLOPE • REFER TO DETAIL SHEETS FOR INDIVIDUAL PRACTICES: DETAIL DESCRIPTION 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2. TEMPORARY DIVERSION 3. RIP RAP LINED CHANNEL 4. GRASS AND EROSION CONTROL MATTING LINED CHANNEL 5. EROSION CONTROL MATTING 6. BLOCK AND GRAVEL DROP INLET PROTECTION 7. BLOCK AND GRAVEL CURB INLET PROTECTION 8. TEMPORARY SEDIMENT TRAP 9. SILT FENCE 10. CHECK DAM NOT TO SCALE LEGEND ?- TD TEMPORARY DIVERSION • i TEMPORARY SEDIMENT TRAP • • • REFER TO DETAIL SHEETS FOR INDIVIDUAL PRACTICES: DETAIL DESCRIPTION 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2. TEMPORARY DIVERSION 3. RIP RAP LIN ED CHANNEL 4. GRASS AND EROSION CONTROL MATTING LINED CHANNEL 5. EROSION CO NTROL MATTING 6. BLOCK AND GRAVEL DROP INLET PROTECTION 7. BLOCK AND GRAVEL CURB INLET PROTECTION 8. TEMPORARY SEDIMENT TRAP 9. SILT FENCE 10. CHECK DAM DIVERSIONS TEMPORARY SHOULD ALWAYS DIRECT FLOW FROM WORK AREAS TO TEMPORARY SEDIEMENT TRAP TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NOT TO SCALE LEGEND -s---- TD TEMPORARY DIVERSION TEMPORARY SEDIMENT TRAP 1# It LOWEST ELEVATION OF WORK AREA • 50MIN. Jam` BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED UY THE VEHICLE TRAVEL- ING OVER THE STONE, THEN THE TIRES OF THE STONE 70 BE USED'`: 12' MIN. FOR VEHICLES MUST BE WASHED BEFORE ENTERING THE EXISTING (#5 STONE OR RAILROAD SINGLE LANE ROAD ROADWAY BALLAST) 24' MIN. FOR PUBLIC TWO WAY 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE CONTRACTOR SHALL CLEAN THE AREA AND EXTEND THE LENGTH OF THE CONSTRUCTION ENTRANCE. PLAN ? ]l EXISTING ROADWAY 50' MIN. NEW CONSTRUCTION 6' MIN. 12' MIN. UNDER STONE CROSS SECTION NOT TO SCALE • STEEP CUT OR FILL SLOPE OR AREA TO BE PROTECTED UPSLOPE TOE 2:1 SLOPE (MAX) E SIDE SLOPES 2 : 1 (MAX.) rMW rIN COMPACTED CROSS SECTION - STABUM OHERSM DITCH WTH TDPOP W SEEDM AM OtOSTOH CONTROL HZTRIO POSHIVE GRADE 1.0% MAX. z iv STEEP CUT OR FILL SLOPE PLAN VIEW • NOT TO SCALE • W TYPICAL RIP RAP CHANNEL PARABOLIC-SHAPED CHANNEL 1 (SHAPED BY BULLDOZER) FILTI TO BE USED WHERE EXCESSIVE STORMWATER VELOCMES PROHIBIT VEGETATIVE LININGS. • SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE DESIGN PROCEDURE DIMENSIONS FOR d do W VARIES ACCORDING TO DESIGN. RIP RAP DEPTH AS PER DESIGN OR REFER TO TABLE. TABLE • STONE CLASSIFICATION T A 9 B 18 CLASS 1 24 CLASS 2 30" NOT TO SCALE V-SHAPED CHANNEL (SHAPED BY MOTOR GRADER) TRAPEZOIDAL CHANNEL • • • v A)v : PARABOLIC-SHAPED CHANNEL (SHAPED BY BULLDOZER) I?' - 1 - mn ECM'i?l?l?ll?l'AoltI"' IPl ?v? V-SHAPED CHANNEL (SHAPED BY MOTOR GRADER) L' J NOT TO SCALE LINE WITH ECM AS SPECIFIED BY DESIGN c SYMBOLS LINE WITH ECM AS SPECIFIED BY DESIGN NOTE; EROSION CONTROL MATTING (ECM) TO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES ARE PRESENT FOR GRASS ALONE CHECK DAMS MAY BE NEEDED WITH ECM EastemNC NATURAL GAS SYSTEM 6"""'"°""" PROJECT EDDY ENGINEERING, P.C sa xc na (919) 32s-, EEPC PROJ. 2001-028-3A max.rtAxrena+uw GRASS AND ECM LINED CHANNELS NOV. 2002 DETAIL 4 5 w i I TRAPEZOIDAL CHANNEL • DEWATERING r- CONCRETE BLOCK • NOTES 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE - ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL - DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ? AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN IF ON SOIL IF ON PAVEMENT. PLACE THE BOTTOM ROW OF BLOCKS ON PAVEMENT SURFACE. o, 2. GIVE LATERAL SUPPORT TO BLOCK ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH BLACK riPEPNNGS, -" ?3. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE 6V o WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL W(3D4o:,co(D..woo 6 X80 BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. p o 4. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT 157 WASHED STONE IS RECOMMENDED. 2:1 SLOPE, GRAVEL FILTER WIRE SCREEN TEMPORARY SEDIMENT POOL-j T 1' MIN. 2' MAX. ., ° SEDIMENT SOIL PLACEMENT SHOWN CAN BE PLACED ON PAVEMENT n L-A NOT TO SCALE • • • SYMBOL BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER A, TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER SIDE OF THE iNL.Ef OPENING. A 2' x 4' STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCKS. B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2' OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE BLOCKS TO PREVENT FILTER STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK. D. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. OVERFLOW WIRE MESH SEDIMENT LADEN FILTERED WATER RUNOFF I CURB INLET o 00 ?.:,? o? .° . SEDIMENT % n m`>tC°&B°e^g •?•0? b WIRE SCREEN GRAVEL FILTER CONCRETE BLOCK 2'x 4' STUD BRACE . ?URB INLET NOTES. APRAGBtE AT CURB WETS WHERE AN OVORDW CAPABLITY IS NECESSARY TO PREVENT D(CESSIVE POMM IN FRONT OF THE MIT- C NATURAL GAS SYSTEM BLOCK AND GRAVEL EastemN PROJECT CURB INLET PROTECTION NOT TO SCALE EDDY ENGINEERING, P.C. 3M Nte,,WrAnMLA M sirANSaMO,rCMMt9l su.,N>a EEPC PROJ. 2001-028-3A NOV. 2002 DETAIL 7 C? 5 FT MIN' • 1800 CU F!/ACRE JAS; 12" MIN. 1 ti•? 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES. 2. EARTH BERM SWILL BE STABILIZED W/ SEEDING ACCORDING TO TRIANGLE SPECIFICATIONS. CRi 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. DESIGN SETnFD 21 1' FREEBOARD TOP \ MIN T ? \ DESIGN OF SPILLWAYS NOT TO SCALE DRAINAGE AREA WEIR LENGTH 1 (ACRES) (FT) 1 4.0 2 6.0 3 8.0 4 10.0 5 12.0 1 DIMENSIONS SHOWN ARE MINIMUM 1.5 FT gq 0iFILL5Rzm FABRIC OVERFILL 6' FOR SETTLEMENT 1.5 FT-'?iV?"d°o WEIR 2:1 SIDE ?° c Cm=> o it-I X 5 FT p SLOPE MAX MAX FILL I o o°oo° o FILTER ABRIC I??yo MAX SIDE SLOPE 1 F MIN NATURAL GROUND IF IN DAM MAINTENANCE RISPECT 7EMPORAW SEp1EM TRAPS AF70t EACH PERIOD OF S=Wr.AMf RA)WAMI. REMOVE SEll&*W AM RESTORE TRAP TO ITS ORICWNL DMIEJ MM WHM 7W SEDMEW WAS ACCUM MM TO ONE-WLF 7W DESIGN DEPTH OF 7W TRAP. KNX AE SMKIDff TWJ IS RF)WVM N A DESICW7W DEPOSAL AREA AND REPLACE 7W OONVMWM PART OF TILE CRAVE1. FACWG CHECK TW SiRWPM FOR DAMAL E FROM EWSM OR PFW- PERIODICALLY CHUX 7W DEPTH OF 7W SPU.IMAY TO ENSURE R IS A YNWM OF 13 FT B&OW 7W LLIW POW OF THE EMBANIMOff. TMWDN W Ell ANY SETRELENf OF 711E 0MV4009 TO SLKiilll' ABOVE DMM GRADE ANY TIP RAP DM MM FROM 7W SPU.NRY MUST BE REPLACED AGOWWMY. SPMUZE 7W BMWGQENT AND ALL D67tAMM AREAS ABOVE 7W SOMM POOL AND DOWNSTREAM FROM 7W TRAP MEDYMY PSTM CONSMa nM MATH SEEM M • w MAX. VARABLE AS DIRECTED BY 7HE ENGI EET1 • 1DI 10 GA. LINE WIRES 12-1/2 GrL JEDWE S7EEL POST WOVEN MIRE FABRIC SILT FENCE GEDFEXTILE FABRIC tom: -JSE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN c 3 FNl SLOPE FOR REPANt OF SLT AREAS OF CONCENTRATED FLOW n Z FENCE FIVLLIRES, USE Nu. 57 MASHED STONE -END, OF SLIT FENCE NEEDS TO DE TURNED UPHILL a n -UNT 70 100 FEET OF OVERLAID FLOW CRUDE I OVER SiW • c 8. 4M. COVER n SIDE VIEW NOT TO SCALE c 1 I? L ' ??' FRONT VIEW {?,;,, • DRAINAGE AREA WEIR LENGTH I (ACRES) (FT) 1 4.0 2 6.0 3 8.0 4 10.0 5 120 1 DIMENSIONS SHOWN ARE MINIMUM TOP ELEVATION OF STORMWATER #57 WASHED STONE r MAX. 1 ? m a ? EXISTING SLOPE CLASS 1 RIP-RAP FILTER FABRIC SIDE VIEW N9I):: HEIGHT do WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. KEY RIP RAP INTO THE DAM FOR STABILIZATION. r? RAP FRONT VIEW IXrSTn?G ?? STEP SEQUENCE is DESIGN OF SPILLWAYS NOT TO SCALE • NOTE: PROVIDE SILT FENCE ADJACENT TO DOWN (SEE DETAIL 6.62a) r? ALONG TRENCH WHEN SLOPE AREAS CONSTRUCTM ROW UPLAND "CROSS COUNTRY" TRENCH DETAIL NOT TO SCALE 'TOTE: NO EROSION AND SEDIMENT CONTROL MEASURES REQUIRED WHEN TRENCH IS LOCATED BETWEEN HIGH GROUND AND PIPELINE TRENCH OTHER THAN SEEDING AND MULCHING THE PIPELINE TRENCH AFTER BACKFILLING • NOTE: PROVIDE SILT FENCE ALONG TRENCH WHEN ADJACENT TO AREA OF ENVIRONMENTAL CONCERN THIS REPRESENTS THE WORST-CASE SCENARIO $ASED ON NCDOT COMMENTS. TYPICALLY, THE PIPELINE WILL BE WITHIN FIVE (5) FEET OF THE OUTER RIGHT-OF-WAY BOUNDARY. TEMP. SOIL STAGING AREA BARRICADES/CONES I • STREAM WETUWDS LANE CLOSED TO TRAFFIC LANE OPEN TO TRAFFIC PRELIMINARY NOT FOR CONSTRUCTION DRAFT • TRENCH CROSS SECTION NOT TO SCALE 7041 O1D W WME FOREST ROAD SUITE 103 RALEM,F1. NC 27616 ,w eMeaw 9V4 AM NCDOT TRENCH CROSS SECTION EastemNC Pipeline Project-Phase 4A Eastern North Carolina 06/28/01 NTS wa G101528 rams= MWEk - SHM No.: owet ,.,? aEa® nQA17-9t9 E-4 • • • NEW HANOVER COUNTY, NORTH CAROLINA POINT OF ENTRY OF Bridge or Structure POINT OF EXIT OF IRECTIONAL DRILL DIRECTIONAL DRILL z DII WILL VARY Qo - J LOCAPON.• LAT. & LONG. (See Attotch ent C) I a :? - - - ROAD (See Table) OW ?U --------- ------------ ---- ---- ---- - N R 60' TYPICA 1 ' z V 3I ?3 V N.CD.D.T. i ht-ol-Wo & Construction Limits y TYPICAL L 5 if PIPELINE Q o? o Q I z ADJACENT LANDOWNER I 4 ? I ADJACENT LANDOWNER Q J 550' Entry Point to Exit Point - Minimum POINT OF ENTRY OF POINT OF EXIT OF }- DIRECTIONAL DRILL WILL VAR DIRECTIONAL DRILL ? o Y I I WILL VARY u W : z? i LOCA1l0N.• LAT. & LONG. (See Attot ment C) Ww J Q U U U) LLJ 0 Z m' I _ Io ? Progress Energy 5' TYPICAL 75' TYPICAL V ?. I 3 V . Powerline Eosement ti & C t Li it Easement Width Q! PIPELINE Q of o Q m ons ruc on s Will Vary a ADJACENT LANDOWNER I WI I I I? ADJACENT LANDOWNER 550' Entry Point to Exit Point - Minimum U.1 z Cr F w w w z 100 _j 3 r _j 3 . .. ...... . 100 Uj U.1 a o U.) o a Lai w W ^-I NATURAL GROUND a v o w o a w v NATURAL GROUND J o _ WATER DEPTH VARIES LL L ° A-D- I " 0 o MINIMUM COVER 36 ?u z x 15' MINIMUM UNDER w w PIPELINE o 7 BOTTOM OF WATERBODY o J Q H Z H Z `n a DIRECTIONAL DRILL o -100 .... - - - - - - - - - - - - - - - - - - ... .a.. .. ............ ................ -100 LOCATION-MILEPOST (See Table) REFERENCE DRAWINGS REVISIONS SCALE I'-1100' p ?` 1C' 71 PEG t6 NO. DESCRIPTION NO. DESCRIPTION ORAwn &C DATE 02/25/02 Eas 1t0 5. M11LI4NGT0N STREET ternNC RALEKi1. NC 27602-t55t RALEIGH. A ISSUED FOR Calla-AEC PERMIT CW*O DAN DATE 02/25702 Ear. Noft Csmhm Nat ? l Gas 1EL:(61» S16-601 FAX(M) 516-6701 1 REVISED & ISSUED FOR CONSTRUCTION APPROVED DAN DATE 02/25/02 nTLE OETAI WARR CROSSING MATERIAL SUMMARY EMS JOB NO 15" TYPICAL SECONDARY WATERBODY CROSSING ENCNG NATURAL GAS SYSTEM PROJECT NO. QTY. DESCRIPTION AFE/VO.NO PHASE IVA LINE EXTENSION & APEC FIBER OPTIC PROJECT NEW HANOVER COUNTY. NORTH CAROLINA CLIENT FILE 140. NO. - REV, 1 EMS FILE NO. 5172311-1 1?i • PENDER COUNTY, NORTH CAROLINA POINT OF ENTRY OF Bridge or structure POINT OF EXIT OF DIIRECTI NAL DRILL DIRECTIONAL DRILL z R i i WILL VARY Q o i J LOCADOW' LAT. & LONG (See Aftotch ent C) a II - - - ROAD (See )rob/e) - - - - - - - - - - _ _ - _ _ - _ _ _ _ OW gibe' - - U U U t Z ` Ri ht ?N O T / D 60' TYPICAL t5' TYPICA z °I I? g . -o . -Way C & Construction Limits L PIPELINE Q oI o Q z ADJACENT LANDOWNER I $ I I I ADJACENT LANDOWNER Q C S J d 550' Entry Point to Exit Point - Minimum POINT OF ENTRY OF POINT OF EXIT OF } DIRECTIONAL DRILL DIRECTIONAL DRILL (W7 o WILL VARY I I WILL VARY lI W a I h LOCATION., LAT. & LONG (See At/ot Dent C) W w ? a U U) W W ?' I ? W ' ' 3, ?3 Progress Energy P fi t E TYPICAL TYPICAL 75 5 I ower ne asemen tion Limit & C tr Easement Width PIPELINE Q of i o Q ons uc s Will Vory ADJACENT LANDOWNER I q) I o) ? I ADJACENT LANDOWNER ' 'I 550' Entry Po i n t to Exit Point - Minimum w of z U.1 w F z f 100 _j .. 3 L) _j 3 . .. 100 > L_ a o Q 15 Li.l ^-' NATURAL GROUND a o U w o a w t) 1 NATURAL GROUND J o WATER DEPTH VARIES Li = Oo 0 ............ ................... } AD ' 0 o F MINIMUM COVER 36 n z x w 15' MINIMUM UNDER w if PIPELINE L, BOTTOM OF WATERBODY o Li J Q F z Z `n 0 DIRECAONAL GRILL If a -100 ......... .. ................... . 0. ...... ............... .... ........... . . -100 LOCA TION-MILEPOST (See Table) REFERENCE DRAWINGS REVISIONS SCALE 1'.100 x 1551 - PCs to PDE - NO. DESCRIPTION NO. DESCRIPTION GRATIN IIC DATE 02/25/02 Ea ;H. 6i0 5. WILMINGTON STREET RALI 1Gn NC C 27602-1551 sternCC A ISSUED FOR CAMA-AEC PERMIT t1K'D DAN DATE 02/23/02 Ea-Wn Nor-.n Ca- wawa! Gas 18-($") 546-SSM FAX(m) 516-Q07 1 REVISED & ISSUED FOR CONSTRUCTION AFPROVED DAN DATE 02/25/02 TITLE IAIR [ROSSINC MATERIAL SUMMARY EMS JOB NO 1568 TYPICAL SECONDARY waTERBOD BODY CROSSING ENCNG NATURAL GAS SYSTEM PROJECT NO. QTY. DESCRIPTION AFE/P0N0 PHASE IVA LINE EXTENSION & APEC FIBER OPTIC PROJECT PENDER COUNTY. NORTH CAROLINA CLIENT FILE NO. No. - REV. EMS FILE NO. 5672371-1 \i • y„ 14 ?.: Eastern North Carolina Natural Gas Phase 4A Pipeline and APEC Fiber Optic Conduit Typical Plan and Profile of Attachment of Conduit to the Pipeline C ATRIX DESIGN GROVP