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HomeMy WebLinkAbout20110500 Ver 1_401 Application_2011051120 1050 0 UNITED STATES MARINE CORPS 1 MARINE CORPS BASE PSC BOX 20004 CAMP LEJEUNE, NC 28542-0004 IN REPLY REFER TO 5090.11.2 BEMD MAY 1 2 2011 Mr. Ian McMillan North Carolina Department of Environment Division of Water Quality, 401 Section 2321 Crabtree Blvd Raleigh, NC 27604 Dear Mr. McMillan: coU R E Copy Enclosed is our Pre-Construction Notification for K Range Utility/Water Line Installation, (MILCON P-1269B) on Marine Corps Base, Camp Lejeune. The enclosure is submitted solely for the record because written approval is not required. Camp Lejeune proposes to temporarily impact 0.215 acres of Section 404 non-riparian wetlands in order to complete the project. The proposed project will also include the directional bore and pipeline installation of approximately 5,050 linear feet of water line under New River, and 2,000 linear feet of water line under Southwest and Town Creeks. The point of contact for this project is Mr. Martin Korenek, Environmental Conservation Branch, Environment and Installations Department, at telephone (910) 451-7235 or email martin.korenek@usmc.mil. Sincerely, tMN 0. 1 /T?.I.V . R. TOWNSON Director, Environmental Management By direction of the Commanding Officer Enclosure: 1. Pre-Construction Notification Form for K Range Utility/Water Line Installation, (MILCON P- 1269B) P- D, rrz Pv'A,Y 11?t _ d a andr A I ?,Ty 11J and Natural Resources 201 10500 \N A 0 C_ O IA T Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. ESY Applicant Information COURTESY 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit ®Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ? Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ® Yes ? No For the record only for Corps Permit: ? Yes ® No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. ? Yes ® No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ® Yes ? No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ® Yes ? No 2. Project Information 2a. Name of project: K-RANGE UTILITY/WATER LINE INSTALLATION (P-12698) 2b. County: Onslow County 2c. Nearest municipality / town: Camp Lejeune 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: US Government 3b. Deed Book and Page No. i) - 3c. Responsible Party (for LLC if applicable): - 3d. Street address: 10,) al j 1 3e. City, state, zip: DEN -?-..... 3f. Telephone no.: 00and WAL17-v 11 SL, ' 3 & 3g. Fax no.: 3h. Email address: Page 1 of 11 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner): 4a. Applicant is: ? Agent ? Other, specify: 4b. Name: Marine Corps Base Camp Lejeune 4c. Business name (if applicable): c/o Mr. Carl Baker; Deputy Public Works Officer; Public Works Division 4d. Street address: 1005 Michael Road 4e. City, state, zip: Camp Lejeune, NC 28542 4f. Telephone no.: (910) 451-2213 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 11 B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): Project site located within Camp Lejeune 1 b. Site coordinates (in decimal degrees): Latitude 34.650678°N Longitude -77.401181 °W (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: Project area consists of 9.5 miles of utility line corridor 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to New River, Southwest Creek, Town Creek proposed project: 2b. Water Quality Classification of nearest receiving water: SC; HQW; NSW 2c. River basin: White Oak 03030001 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The project area consists of a utility easement. Most of this easement runs parallel to existing roads or rail lines. Land use in the vicinity is either forested or developed sections of the Base. 3b. List the total estimated acreage of all existing wetlands on the property: - 1 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Proposed project would cross three streams via directional bore. 3d. Explain the purpose of the proposed project: The USMC proposes to extend treated potable water from the Hadnot Point Water System from Hospital Point to the K- Range areas along Rhodes Point Road, provide wastewater collection and pumping systems for the K-Range areas, and to construct three (3) new raw water production wells with raw water transmission main to the New River Air Station Water Treatment Plant. 3e. Describe the overall project in detail, including the type of equipment to be used: The P1269 project would extend treated potable water from the Hadnot Point Water System from Hospital Point to the K- Range areas along Rhodes Point Road, provide wastewater collection and pumping systems for the K-Range areas, and would construct three (3) new raw water production wells with raw water transmission main to the New River Air Station Water Treatment Plant. The project includes the installation of an 8-inch water main that will run from Hospital Point across the New River, along Old Town Point Road, Cut Through Road, then east and west along Rhodes Point Road and finally southwest along Verona Loop Road. Additionally, the water line will run parallel to a portion of the Atlantic Coast Railroad Line that is located between Highway 17 and Curtis Road, where it will connect to the WTP. Most of the line (including wetlands) will be installed via open cut methods. Wetlands will be returned to grade once the line is installed. Wetland impacts will occur within an existing maintained right of way. Over 7000 If of water line will be installed under streams (New River, Southwest Creek, and Town Creek) via horizontal directional drill. The New River HDD crossing will be 8-Inch fPVC (fusible PVC) DIPS DR 14 pipe. The pipe has high allowable tensile loads. The pipe will be ballasted with potable water resulting in a calculated safety factor of 2.85. In order to allow for a single pull, the entire pipe will be assembled on the west side of the river prior to beginning the pull back. The crossing at Southwest Creek contains an option for fPVC or HDPE. All installed piping will be pressure/leak tested before and after installation. Page 3 of 11 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ? No ? Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type ®Preliminary ? Final of determination was made? Agency/Consultant Company: 4c. If yes, who delineated the jurisdictional areas? GeoMarine and Land Management Group, Inc. Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Richard Spencer of the ACOE approved newly delineated areas delineated by LMG along Cut Through Road and Old Railroad Track Road in March of 2011. Other areas were previously delineated by GeoMarine and approved by the ACOE in June of 2008 (Action ID# 2008-900). 5. Project History 5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. Page 4 of 11 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ? Streams - tributaries ? Buffers ? Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary T W1 ? P ®T Installation of water line Non-riparian ? Yes ® No ® Corps ®DWQ 0.027 W2 ? P ®T Installation of water line Non-riparian ? Yes ® No ® Corps ®DWQ 0.010 W3 ? P ®T Installation of water line Non-riparian ? Yes ® No ® Corps ®DWQ 0.033 W4 ? P ®T Installation of water line Non-riparian ? Yes ® No ® Corps ® DWQ 0.086 W5 ? P ®T Installation of water line Non-riparian ? Yes ® No ® Corps ®DWQ 0.059 W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts 0.215 2h. Comments: Water line to be installed in existing maintained corridor. 3. Stream Impacts N/A If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ? PEI T ? PER ? Corps ? INT ? DWQ S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 3i. Comments: Page 5 of 11 PCN Form - Version 1.3 December 10, 2008 Version 4. Open Water Impacts: N/A If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individual) list all open water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction: N/A If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ): N/A If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Neuse ? Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g• Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T impact required? ?Yes B1 ?P?T ? No ?Yes B2 ?P?T ? No ?Yes B3 ?P?T ? No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The engineer has worked extensively to minimize impacts to jurisdictional areas while balancing costs and construction risks. The water line will be directionally bored under streams (over 7000 If of boring) to avoid impacts to these high quality resources. Yet because of the amount and location of adjacent wetlands, all wetlands could not be avoided. Once the installation is complete, the workspace will be restored to grade. Please note the line will be placed within an existing maintained utility right-of-way. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Silt fencing will be installed to prevent erosion into adjacent wetland areas. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ? Yes ® No 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps 2c. If yes, which mitigation option will be used for this project? pro ? Mitigation bank El Payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank: N/A 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Non-riparian Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program: N/A 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: N/A 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): N/A square feet 4e. Riparian wetland mitigation requested: N/A acres 4f. Non-riparian wetland mitigation requested: N/A acres 4g. Coastal (tidal) wetland mitigation requested: N/A acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan: N/A 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 11 PCN Form - Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ? Yes ® No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. N/A 6c. Reason for impact 6d. Total impact Multiplier 6e. Required mitigation Zone (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). N/A 6h. Comments: NIA Page 8 of 11 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ? Yes ? No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? Minimal amount of increased impervious surface coverage 2b. Does this project require a Stormwater Management Plan? ® Yes ? No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: The project engineer will be submitting a SWP04 application. ? Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ® DWQ Stormwater Program ? DWQ 401 Unit 3. Certified Local Government Stormwater Review: N/A 3a. In which local government's jurisdiction is this project? ? Phase II 3b. Which of the following locally-implemented stormwater management programs ? NSW ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 4. DWQ Stormwater Program Review: ® Coastal counties ? HQW 4a. Which of the following state-implemented stormwater management programs apply ? ORW (check all that apply): ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ? Yes ® No 5. DWQ 401 Unit Stormwater Review: N/A 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 9 of 11 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ? Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered 'yes' to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval El Yes ? No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ? Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ®No additional development, which could impact nearby downstream water quality? 3b. If you answered 'yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Project will provide water to already developed areas. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Proposed project will not generate wastewater. Page 10 of 11 PCN Form - Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ® Yes ? No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No impacts? Raleigh ® 5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The Base has an endangered species program that focuses on conservation and protection of species and their management. One small section of the water line to be located off of Rhodes Point Road would run through red-cockaded woodpecker foraging habitat (Site 31). However, the water line will be installed within an existing maintained grassed corridor. Therefore, no impact to RCW foraging habitat is anticipated. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ® Yes ? No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? The NOAA Fisheries Essential Fish Habitat Mapper GIS program was used to determine the presence of Essential Fish Habitat. This section of the New River is considered EFH and HAPC for several fish species. Additionally, New River is designated as a coastal estuarine water and a special secondary nursery area. Southwest Creek and Town Creek are designated as inland waters. These streams will be crossed via horizontal directional drill methods and no impacts are anticipated. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ? Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The site has been investigated for cultural resources and contains no known archeological or historic sites. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? The NC Floodplain Mapping Information System website was used to determine the boundaries of the 100-year floodplain. Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided. Pagel 1 of 11 Coastal Consistency Determination FEDERAL COASTAL CONSISTENCY DETERMINATION FOR PROPOSED K-RANGE UTILITYIWATER LINE INSTALLATION (P-1269B) AT MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA April 2011 The United States Marine Corps (USMC) has determined that implementing the proposed action is consistent to the maximum extent practicable with the enforceable policies of North Carolina's approved Coastal Management Program. 1.0 FEDERAL AGENCY ACTION The United States Marine Corps (USMC) proposes to extend potable water treated at the Mainside Water Treatment System from Hadnot Point (aka Hospital Point) across New River to the Verona Loop training areas, to service the K-Range areas along Rhodes Point Road, provide wastewater collection and pumping systems for the K-Range areas, and to construct three (3) new raw water production wells with raw water transmission main to the New River Air Station Water Treatment Plant. The site is located in the mid-east portion of Jacksonville, NC (Onslow County) on the Marine Corps Base (MCB) Camp Lejeune. The project includes the installation of an 8-inch water main that will run from Hadnot Point across the New River, along Old Town Point Road, Cut Through Road, then east and west along Rhodes Point Road and southwest along Verona Loop Road. Additionally, the water line will run parallel to a portion of the Atlantic Coast Railroad Line that is located between Highway 17 and Curtis Road, where it will connect to the WTP. The line will be installed via horizontal directional drill methods under the New River, Southwest Creek, and Town Creek. The New River HDD crossing will be 8-Inch fPVC (fusible PVC) DIPS DR 14 pipe. The pipe has high allowable tensile loads. The pipe will be ballasted with potable water resulting in a calculated safety factor of 2.85. In order to allow for a single pull, the entire pipe will be assembled on the west side of the river prior to beginning the pull back. The crossing at Southwest Creek contains an option for fPVC or HDPE. All installed piping will be pressure/leak tested before and after installation. The project area's topography varies with slopes from 0 to 15%. The roads along the routes listed drain to ditches, grass, and woods on either side. The project area is in gravel roads or shoulders, pavement at road crossings, grass or woods. The wetlands in these areas have been delineated and approved by the US Army Corps of Engineers. Several components of the proposed action would occur within coastal waters, while other components would occur within inland areas. The New River is categorized as a coastal water, while Southwest Creek and Town Creek are categorized as inland waters. The proposed actions would also occur in the vicinity of waters that are classified as primary nursery areas and special secondary nursery areas. 2.0 NORTH CAROLINA COASTAL AREA MANAGEMENT ACT In 1972, Congress passed the Coastal Zone Management Act, which encouraged states to keep the coasts healthy by establishing programs to manage, protect, and promote the country's fragile coastal resources. Two years later, the North Carolina General Assembly passed the landmark Coastal Area Management Act (LAMA). CAMA established the Coastal Resources Commission, required local 1 Coastal Consistency Determination land use planning in 20 coastal counties, and provided for a program for regulating development. The North Carolina Coastal Management Program was federally approved in 1978 by the National Oceanic and Atmospheric Administration. Demands placed on lands and waters of the coastal zone from existing economic development and population growth require that new projects or actions be carefully planned in order to avoid stress on the coastal zone. This planning involves a review of state enforceable policies, which are designed to provide effective protection and use of land and water resources of the coastal zone. 2.1 AREAS OF ENVIRONMENTAL CONCERN North Carolina's coastal zone includes the 20 counties that are adjacent to, adjoining, intersected by or bounded by the Atlantic Ocean or any coastal sound, including Onslow County. There are two tiers within this boundary. The first tier is comprised of Areas of Environmental Concern (AECs) designated by the state. AECs have more thorough regulatory controls and include coastal wetlands, coastal estuarine waters, public trust areas, coastal estuarine shorelines, ocean beaches, frontal dunes, ocean erosion areas, inlet lands, small surface water supply watersheds, public water supply well fields, and fragile natural resource areas. The second tier includes land uses with the potential to affect coastal waters, even though they are not defined as AECs. The coastal zone extends seaward to the three nautical mile territorial sea. An AEC is an area of natural importance and its classification protects the area from uncontrolled development. AECs include almost all coastal waters and about three percent of the land in the 20 coastal counties. The four categories of AECs are: • The Estuarine and Ocean System, which includes public trust areas, estuarine coastal waters, coastal shorelines, and coastal wetlands; • The Ocean Hazard System, which includes components of barrier island systems; • Public Water Supplies, which include certain small surface water supply watersheds and public water supply well fields; and • Natural and Cultural Resource Areas, which include coastal complex natural areas; areas providing habitat for federal or state designated rare, threatened or endangered species; unique coastal geologic formations; or significant coastal archaeological or historic resources. MCB Camp Lejeune includes coastal resources designated as AECs, including estuarine coastal waters, coastal shorelines, and coastal wetlands of the Estuarine and Ocean System AEC, as well as habitat for federal or state designated species and archaeological or historic resources of the Natural and Cultural Resource Area AEC. At the proposed water line crossings, New River is designated as a coastal estuarine water and Southwest Creek and Town Creek are designated as inland waters. Furthermore, all land located within 75 feet of the normal high water level of coastal waters and within 30 feet of the normal high water level of inland water is also considered to be coastal shoreline within the Estuarine and Ocean System AEC. Horizontal boring would take place underneath the coastal shoreline AEC and staging areas for the drilling equipment would be situated outside of these AECs. Coastal wetlands are located along much of the MCB Camp Lejeune's estuarine waters including within the vicinity of most of the proposed project areas. Several wetland system types are located near the proposed action areas, including estuarine, palustrine, and riverine. Habitat that supports threatened 2 Coastal Consistency Determination and endangered species is considered a coastal resource under the Natural and Cultural Resource Area AEC. One small section of the water line would run through red-cockaded woodpecker foraging habitat (off of Rhodes Point Road; Site 31). However, the water line will be installed within an existing maintained grassed corridor. Other coastal resources not designated as AECs in the vicinity of the project area include primary nursery areas and secondary nursery areas. Horizontal drilling would take place in the lower New River, which is considered a special secondary nursery area, and in Southwest and Town Creeks, which are considered inland waters. Following is an analysis of the applicability of policies designed to protect AECs and the project's consistency with those policies, when applicable. 2.1.1 15A NCAC 07H.0200 (Estuarine and Ocean Systems) 15A NCAC 07H .0205 defines and establishes management objectives for coastal wetlands "to conserve and manage coastal wetlands so as to safeguard and perpetuate their biological, social, economic, and aesthetic values; to coordinate and establish a management system capable of conserving and utilizing coastal wetlands as a natural resource essential to the functioning of the entire estuarine system." While installing the new water lines, wetlands would be avoided to the maximum extent practicable. New River will be crossed using horizontal drilling techniques beginning at a distance of at least 100 feet from the shoreline. Other blue line streams will also be crossed via horizontal drilling methods. Temporary staging areas for construction and drilling equipment at each crossing location entry and exit point would be required, but would not be located within wetlands. 15A NCAC 07H .0206 defines and establishes management objectives for estuarine waters "to conserve and manage the important features of estuarine waters so as to safeguard and perpetuate their biological, social, economic, and aesthetic values; to coordinate and establish a management system capable of conserving and utilizing estuarine waters so as to maximize their benefits to man and the estuarine and ocean system." Some of the proposed project areas are located directly within an estuarine system. The project would install approximately 5050 linear feet of water line under the New River, which is considered a special secondary nursery area for estuarine habitats. In addition, approximately 2000 linear feet of inland waters will also be crossed at Southwest Creek and Town Creek. These crossings will occur via horizontal directional drilling methods. As described in section 2.2.7, the proposed action would not significantly impact coastal water quality. Stormwater management plans, including the use of best management practices during landside construction, would control surface water runoff into the adjacent waterways. Therefore, the proposed action is not expected to cause any adverse runoff that might enter estuarine waters. 15A NCAC 07H .0207 defines and establishes management objectives for public trust areas, in order "to protect public rights for navigation, recreation, and to conserve and manage public trust areas in a manner that safeguards and perpetuates their biological, economic, and aesthetic values." Public rights for navigation and recreation of public trust waters would be protected as no loss of public trust waters would result from this proposed project. The proposed action would not cause a change in the public's current ability to access coastal resources in Onslow County. 3 Coastal Consistency Determination 15A NCAC 07H .0209 defines and establishes management objectives to ensure that "shoreline development is compatible with the dynamic nature of coastal shorelines as well as the values and the management objectives of the estuarine and ocean system. Other objectives are to conserve and manage the important natural features of the estuarine and ocean system so as to safeguard and perpetuate their biological, social, economic, and aesthetic values; to coordinate and establish a management system capable of conserving and utilizing these shorelines so as to maximize their benefits to the estuarine and ocean system and the people of North Carolina." The proposed installation of new water lines will not be detrimental to the public trust rights or the biological and physical functions of the estuarine and ocean system. Every reasonable effort has been made to avoid, mitigate, or reduce adverse impacts of development to estuarine and coastal systems through the planning and design of the project. The proposed action would not directly or indirectly impair water quality standards, increase shoreline erosion, alter coastal wetlands or submerged aquatic vegetation (SAV), deposit spoils waterward of normal water level or normal high water, or cause degradation of shellfish beds, or interfere with existing public rights of access to, or use of, navigable waters or public resources in Onslow County. 2.1.2 15A NCAC 07H.0300 (Ocean Hazard Areas) 15A NCAC 07H .0303 defines and establishes management objectives for ocean hazard areas "to eliminate unreasonable danger to life and property and achieve a balance between the financial, safety, and social factors that are involved in hazard area development." The proposed project area is not located within an ocean hazard area; therefore, policies on ocean hazard areas are not applicable. 2.1.3 15A NCAC 07H.0400 (Public Water Supplies) 15A NCAC 07H .0403 defines and establishes management objectives for public water supplies. The objective in regulating development within critical water supply areas is the "protection and preservation of public water supply well fields and A-II streams and to coordinate and establish a management system capable of maintaining public water supplies so as to perpetuate their values to the public health, safety, and welfare." There are no public water supply wells, well fields or small surface water supply watersheds within the project areas; therefore policies designed to protect public water supplies are not applicable. 2.1.4 15A NCAC 07H.0500 (Natural and Cultural Resource Areas) 15A NCAC 07H .0501 defines fragile coastal natural and cultural resource areas as "areas containing environmental, natural, or cultural resources of more than local significance in which uncontrolled or incompatible development could result in major or irreversible damage to natural systems or cultural resources, scientific, educational, or associative values, or aesthetic qualities." The AECs within this category are coastal complex natural areas, coastal areas that sustain remnant species, unique coastal geologic formations, significant coastal architectural resources, and significant coastal historic architectural resources. 15A NCAC 07H .0505 defines and establishes management objectives "to protect unique habitat conditions that are necessary to the continued survival of threatened and endangered native plants and 4 Coastal Consistency Determination animals and to minimize land use impacts that might jeopardize these conditions." One small section of the water line to be located off of Rhodes Point Road would run through red-cockaded woodpecker foraging habitat (Site 31). However, the water line will be installed within an existing maintained grassed corridor. Therefore, no impact to RCW foraging habitat is anticipated. A bald eagle nest was first documented on Base in 2000 along the New River where it meets Sneads Creek. Protective buffers have been established around the nest site with restrictions on both ground and air-use activities (MCB Camp Lejeune, May 2006). In 2007, an active nest and alternate were discovered in the vicinity of Trap's Bay. Additionally, a third active nest was discovered in 2010 near Ragged Point. None of these nests would be affected by the proposed utility line project. 15A NCAC 07H .0506 defines and establishes management objectives "to protect the features of a designated coastal complex natural area in order to safeguard its biological relationships, educational and scientific values, and aesthetic qualities." MCB Camp Lejeune has two designated natural areas that have been registered by the North Carolina Natural Heritage Program: the CF Russell Longleaf Pine Natural Area and the Wallace Creek Natural Area. The project area is not located near either of these sites; therefore, no impacts are anticipated. 15A NCAC 07H .0507, establishes management objectives to protect unique coastal geologic formations for the purpose of preserving formations' physical components that serve as important scientific and educational sites, or as valuable scenic resources. Currently, the only designated unique coastal geologic formation in North Carolina is Jockey's Ridge [15A NCAC 07H .0507(c)(3)], located in the Town of Nags Head in Dare County, North Carolina. Therefore, the proposed project will have no effect on this unique geologic formation and it is consistent with the management objectives of 15A NCAC 07H.0507. 15A NCAC 07H .0508 defines and established use standards for development in designated fragile coastal natural or cultural areas." The proposed project area is not within a designated fragile coastal natural or cultural resource area. Implementing the proposed action would not cause irreversible damage to natural systems or cultural resources, scientific, educational, or associative values, or aesthetic qualities; therefore, this policy is not applicable. 15A NCAC 07H .0509 defines and establishes management objectives "to conserve coastal archaeological resources of more than local significance to history or prehistory that constitute important scientific sites, or are valuable educational, associative, or aesthetic resources." Currently, the only designated significant coastal archaeological resource in North Carolina is Permuda Island [15A NCAC 07H .0509(e)]. Permuda Island is a former barrier island located within Stump Sound in Southwestern Onslow County, North Carolina. There are no significant coastal archaeological resources that would be affected by the proposed project. In addition, no archaeological sites that are eligible or potentially eligible for listing in the National Register of Historic Places have been identified in the project area. Therefore, the proposed project is consistent with the management objectives of 15A NCAC 07H .0509. 2.2 General Policy Guidelines The North Carolina CAMA sets forth 11 General Policy Guidelines, addressing: 5 Coastal Consistency Determination • Shoreline erosion policies; • Shorefront access policies; • Coastal energy policies; • Post-disaster policies; • Floating structure policies; • Mitigation policies; • Coastal water quality policies; • Policies on use of coastal airspace; • Policies on water- and wetland-based target areas for military training areas; • Policies on beneficial use and availability of materials resulting from the excavation or maintenance of navigational channels; and • Policies on ocean mining. The purpose of these rules is to establish generally applicable objectives and policies to be followed in the public and private use of land and water areas within the coastal area of North Carolina. The following is an analysis of the applicability of the General Policy Guidelines to the proposed project and the project's consistency with those policies, when applicable. 2.2.1 15A NCAC 07M.0200 (Shoreline Erosion Policies) The proposed action would involve horizontal boring of a water line under New River. Temporary staging areas for drilling and construction equipment on either side of the river would range in size from 0.1 acres to 0.5 acres. The staging areas would be located at least 100 feet from the shorelines. An erosion and sediment control plan would be implemented during construction activities. Location of the staging area away from the immediate shoreline is consistent with the policy that directs development in the vicinity of coastal shorelines to be conducted in a manner that avoids loss of life, property, and amenities. 2.2.2 15A NCAC 07M.0300 (Shorefront Access Policies) MCB Camp Lejeune is a military base where the public has not historically had beach access or uncontrolled water access (boat launches). Additionally the proposed action does not involve any activities which would change the public's ability to access the beach or water; therefore, these policies are not applicable. 2.2.3 15A NCAC 07M.0400 (Coastal Energy Policies) The proposed action does not involve the development of any major energy facilities; therefore, these policies are not applicable. 2.2.4 15A NCAC 07M .0500 (Post-disaster Policies) These policies require that all state agencies prepare for disasters and coordinate their activities in the event of a coastal disaster. MCB Camp Lejeune Base Order P3440.6E Destructive Weather Manual addresses how MCB Camp Lejeune would prepare for and respond to a potential disaster which 6 Coastal Consistency Determination includes: assigning responsibilities, and providing guidance by which the Department of Defense responds to all hazards in accordance with 42 United States Code (U.S.C.) 5121, the Civil Defense Act of 1950 50 U.S.C., National civil defense policy, and federal and state civil defense programs in cooperation with the Federal Emergency Management Agency; prescribing the basic warnings and conditions of readiness for destructive weather, and providing the capstone doctrine for United States Army and USMC domestic support operations, and provides general information for planning and conducting such operations, and identifies relationships between federal, state, and local organizations, and military services. However, these policies are not applicable as no pre-disaster planning or post- disaster recovery would be needed for the proposed action. 2.2.5 15A NCAC 07M .0600 (Floating Structure Policies) No floating structures are included in the proposed action; therefore, these policies are not applicable. 2.2.6 15A NCAC 07M.0700 (Mitigation Policy) North Carolina's mitigation policy states that, "Coastal ecosystems shall be protected and maintained as complete and functional systems by mitigating the adverse impacts of development as much as feasible, by enhancing, creating, or restoring areas with the goal of improving or maintaining ecosystem function and areal proportion." Impacts would also be minimized through 1) proper site planning, 2) site selection and 3) compliance with development standards. There would be no specific mitigation for upland forest habitat and wildlife losses due to development of this site. The loss of upland forest habitat on this site is recognized as a locally important impact. However, in an ecosystem context, MCB Camp Lejeune is actively working to maintain complete and functional ecosystems within the state's coastal zone. MCB Camp Lejeune's participation with the state of North Carolina and other conservation partners in a long-term encroachment partnering strategy has resulted in preservation of 3,820 acres of coastal lands identified by state, federal, and non-governmental partners as having significant or unique natural resources. The USMC has contributed over $10 million dollars to restrict development and conserve wildlife habitat on large land tracts adjacent to and in the vicinity of MCB Camp Lejeune in support of regional conservation initiatives. The adverse impacts to wildlife would not be expected to affect the stability of wildlife populations on Base or migratory bird populations. Horizontal drilling would take place under the New River, which is considered a special secondary nursery area. These waters are essential to North Carolina's commercial and recreational fishing industries. Since horizontal drilling would occur approximately 35 to 40 feet below the river/creek substrate, estuarine species or habitats occurring in the river or creek substrate or water column would not be affected. In addition, the entry and exit points as well as the staging area for construction equipment for horizontal boring would be located at least 100 feet from the shoreline to minimize potential impacts to coastal wetlands that may provide habitat for a variety of vertebrates and invertebrates. Installation of the proposed water line would not significantly affect any federally-protected species. The proposed action would impact 0.215 acres of 404 non-riparian wetlands. Disturbed wetlands will be returned to grade once construction is complete. Therefore, these impacts will be temporary. All 7 Coastal Consistency Determination streams will be crossed via horizontal directional drilling to avoid impacts to these sensitive resources. Because wetland impacts are temporary and will occur within existing maintained utility line corridors, no mitigation is required or proposed. Other wetlands and streams in the vicinity of the proposed project area would be protected from direct and indirect impacts. These areas would remain undeveloped and be managed in accordance with the installation's state and federal agency-approved Integrated Natural Resources Management Plan. Stormwater runoff would be managed and controlled, thereby preventing siltation of nearby wetlands and streams. Permits and approvals for the proposed action include: • Erosion and Sedimentation Control Plan approval by NC Department of the Environment and Natural Resources, Division of Land Resources, Land Quality Section. • Stormwater Management Permit from the NC Department of Environment and Natural Resources, Division of Water Quality. • Clean Air Act, Title V Construction and Operation Permit from the NC Department of Environment and Natural Resources, Division of Air Quality. • Concurrence from the NC State Historic Preservation Officer (NC SHPO) on cultural resources effects findings. If, during construction and site grading, any site of potential historical or archaeological significance is encountered, the installation commander would be notified. The unit commander would order actions in the vicinity halted and the area marked. The unit commander would immediately notify the Base archaeologist. State-approved erosion and sedimentation control plans would be implemented, as necessary, for any construction activities. Best management practices would be used to avoid and minimize the release of sediments into stormwater. Mitigation plans would include both short-term (construction phase) and long-term (project life) features to meet the requirements of the proposed action's state approved Erosion and Sedimentation Control Plan and Stormwater Pollution Prevention Plan. MCB Camp Lejeune, Base Order P5090.2A, Chapter 11, requires the use of native plants in landscaping. Native plant species would be used for landscaping to the extent practicable. No non- native, invasive vegetation would be used in any temporary or permanent landscaping. With the above mitigation and minimization measures in place, the proposed action would be consistent with this policy. 2.2.7 15A NCAC 07M.0800 (Coastal Water Quality Policies) This policy guideline states that no land or water use shall cause the degradation of water quality so as to impair the traditional uses of coastal waters. Designs for training support facilities at the IPBC range would incorporate stormwater management aspects wherever appropriate. All training would be conducted in accordance with standard procedures governing hazardous materials and petroleum, oils, and lubricants. Implementation of the proposed action would be consistent with coastal water quality policies. 8 Coastal Consistency Determination The proposed construction activities would not result in significant impacts to coastal water quality. Stormwater runoff would be managed and controlled in accordance with the proposed action's state approved Erosion and Sedimentation Control Plan, state issued Stormwater Management Permit, and effective MCB Camp Lejeune's National Pollutant Discharge Elimination System permit requirements. Best management practices will be used to avoid contamination of stormwater and mitigate for both short-term (construction phase) and long-term (project life) impacts. Short-term practices would include erosion and sediment controls (ESC). Prior to construction, approval would be obtained from the NCDENR on all plans. ESC devices could include sediment fences, silt fences, dust suppressors, and temporary seeding and matting. Long-term measures would include planting grass on bare areas, and landscaping in select areas with native species to the maximum extent practicable. The vegetation and structural stormwater control devices would aid in the control of stormwater runoff and to assure effective and continuous control of erosion and pollution. Impacts to water quality would be further avoided by adherence to standard procedures governing hazardous materials during the construction phase and for the duration of the project. Therefore, implementation of the proposed action would be consistent with coastal water quality policies. 2.2.8 15A NCAC 07M.0900 (Policies on Use of Coastal Airspace) No use of coastal airspace would be part of the proposed action; therefore, these policies are not applicable. 2.2.9 15A NCAC 07M.1000 (Policies on Water- and Wetland-Based Target Areas for Military Training Areas) No water- or wetland-based target areas or military training areas would be part of the proposed action; therefore, these policies are not applicable. 2.2.10 15A NCAC 07M .1100 (Policies on Beneficial Use and Availability of Materials Resulting From the Excavation or Maintenance of Navigational Channels) Excavation or maintenance of navigational channels would not be taking place; however, the new water mains would be installed using directional bore/horizontal drilling methods, and would be placed approximately 35 to 40 ft below the creek/river substrate. The proposed project would install approximately 5050 linear feet of water line under the New River, which is considered a special secondary nursery area for estuarine habitats. In addition, over 2000 linear feet of inland waters will also be crossed at Southwest Creek and Town Creek. All three of these crossings will occur via horizontal directional drilling methods. The New River HDD crossing will be 8-Inch fPVC (fusible PVC) DIPS DR 14 pipe. The pipe has high allowable tensile loads. The pipe will be ballasted with potable water resulting in a calculated safety factor of 2.85. In order to allow for a single pull, the entire pipe will be assembled on the west side of the river prior to beginning the pull 9 Coastal Consistency Determination back. The crossing at Southwest Creek contains an option for fPVC or HDPE. All installed piping will be pressure/leak tested before and after installation. Approximately 600 cubic yards of drill cuttings would be generated from these activities. The drill cuttings will be disposed of properly in an authorized upland disposal area. A disposal plan will be prepared and approved prior to construction. This plan will require the contractor to construct a pit at each end of the drill to capture drilling muds and to also erect a minimum 2-foot high berm around the entire work site on both ends of the drill. There will also be a conventional silt fence outside the berm. If the driller is using a bentonite or a bentonite/polymer drilling fluid, they will recycle the mud by putting the return slurry through a separation process to recover the mud and then send the cuttings (spoil) by dump truck to an agreed disposal site. Therefore, implementation of the proposed action would be consistent with excavation policies. 2.2.11 15A NCAC 07M.1200 (Policies on Ocean Mining) No ocean mining would be part of the proposed action; therefore, these policies are not applicable. 3.0 ONSLOW COUNTY COASTAL MANAGEMENT POLICIES CAMA requires local governments in each of the 20 coastal counties in the state to prepare and implement a land use plan and ordinances for its enforcement consistent with established federal and state policies. Specifically, policy statements are required on resource protection; resource production and management; economic and community development; continuing public participation; and storm hazard mitigation, post-disaster recovery, and evacuation plans. Upon approval by the North Carolina Coastal Resources Commission, the plan becomes part of the North Carolina Coastal Management Program. The Onslow County Comprehensive Plan (CAMA Core Land Use Plan), adopted by the Onslow County Board of Commissioners on October 19, 2009 and certified by the Coastal Resource Commission on January 13, 2010, addresses land use planning in relation to CAMA. According to this Comprehensive Land Use Plan, Camp Lejeune is zoned as a Military Reservation (MR) and is limited to activities determined to be appropriate by the military. As the proposed activity has been requested by authorities at Camp Lejeune, the Proposed Action on Base will be consistent with the operation of the Camp Lejeune Military Reservation, the applicable policies of the North Carolina Coastal Management Program, and Onslow County's comprehensive plan policies, for the reasons described throughout this Coastal Consistency Determination. 4.0 CONCLUSION In conclusion, because the proposed action would not affect areas outside of the installation, and impacts within the installation would be minimized by mitigation measures, it has been determined that implementing the proposed action would be fully consistent with the applicable policies of the North Carolina Coastal Management Program. 10 LIST OF FIGURES and APPENDICES K-RANGE UTILITYIWATER LINE INSTALLATION (P-1269B) AT MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA Onslow County, NC Figure 1. Figures 2A & 2B Figures 3A & 2B Figures 4A & 4B Figure 5. Appendix A. Vicinity Map Topographic Maps SCS Soils Maps Aerial Photographs Overall Site Plan Waterline Drawings Appendix B. HDD Drawings & Cross Sections t? CORPS BASE '/CAMt'P - n ?: Dcl_? rmc ? _ ky / .± 11 , tEJEtJNq? ? C:r?Mf? y , lN Ck RA:S? s ; aadvP, Fwn' J MetimC I rtck p. '?r Ftj!j ?? `. ` 1 S Getlu 17ioypuN ' r Fvt •?- - J Mdn 1MM ach, r "Boundaries are approximate and not meant to be absolute Map Source: North Carolina Atlas & Gazetteer. Pgs 77 & 85.2003 SCALE 1" -2.4 Miles K-Range UtilityMater Line (P-12698) ILMG MCB Camp Lejeune Onslow County, NC www.LMGroup.net Figure 40-10-091 Phone: 910.452.0001 •1.866.LMG.1078 Vicinity Map Fax: 910.452.0060 April 2011 P.O Box 2522, Wilmington, NC 28402 ,,off - 7 o 79 ?p ? ? . :. fla.sr . i ? _. . ,? Swamp wil" WA--- set a ¢ 'OR Xk9 PI y 4 j E AYUmF' f } `r- .,{.....may-rr• ..•rF, ... KIfJ '".fuh 3 R.1te%n T i{t[ ?+ ?-_? ? ' ; ? ? ??' (z ,, ? ? I ,?\. /•? ter' "? / ?}r a. ??? ? x t,r_ /C l% l 1' a 14 1. ? ,? , ? ' - ? •? +, ,? ' 4{11 ` x `Boundaries are approximate and not meant to be absolute. Map Source: Jacksonville South Quadrangle 7.5 minute (topographic) 1990. SCALE 1" = 3500' K-Range UtilityMater Line (P-1269B) MCB Camp Lejeune LMG , Figure 2A Onslow County, NC www.LMGroup.net Site A 40-10-091 Phone: 910.452.0001 •1.866.LMG.1078 USGS Topographic Map Fax: 910.452.0060 April 2011 P.O. Box 2522, Wilmington, NC 28402 I. I rw I . rS 0 U N D_ Vow* ? A <-. "W P, Boundaries are approximate and not meant to be absolute. Map Source: Jacksonville South Quadrangle 7.5 minute (topographic) 1990. SCALE 1" = 3500' K-Range UtilityMaterLine (P-12698) L,M MCB Camp Lejeune '? ? G Figure 2B Onslow County, NC www.LMGroup.net Site B 40-10-091 Phone: 910.452.0001 •1.866.LMG.1078 USGS Topographic Map Fax: 910.452.0060 April 2011 P.O. Box 2522, Wilmington. NC 28402 "Boundaries are approximate and not meant to be absolute. Map Source: Onslow County NRCS Soil Survey. K -Range UtilityMater Line (P-12698) MCB Camp Lejeune Onslow County, NC 40-10-091 April 2011 LMG tiF.v,'M ?.ROUP www.LMGroup.net Phone: 910.452.0001 •1.866.LMG.1078 Fax: 910.452.0060 P.O. Box 2522, Wilmington, NC 28402 SCALE 1" = 3000' Figure 3A Site A Soils Map K-Range UfflityMater Line (P- 1269B) MCB Camp Lejeune LM G Figure 313 Onslow County, NC www.LMGroup.net Site B 40-10-091 Phone: 910.452.0001 -1.866.LMG.1078 Soils Map Fax: 910.452.0060 April 2011 P.O. Box 2522, Wilmington, NC 28402 '`Boundaries are approximate and not meant to be absolute. Map Source: Onslow County NRCS Soil Survey. SCALE 1 - 3000' Map Source: 2010 NAPP Aerial Photography. K-Range UtilityMater Line (P-1269B) MCB Camp Lejeune Onslow County, NC 40-10-091 April 2011 LMG t? n?nntr,EnttMT ?xot'v ., www.LMGroup.net Phone: 910.452.0001 •1.866.LMG.1078 Fax: 910.452.0060 P.O. 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KENNETH WEEKS ENGINEERS, LLC 272 Bendix Road, Suite 260 j Virginia Beach, VA 23452 SCALE: 1" = 40' K-Range Utility/Water Line (P1269B) MCB Camp Lejeune Onslow County, NC Sheet 3a: Temporary Wetland Impact #2 i Temporary , 'Wetland Impact #3:- 0.033 ac ` h? ? c 1?I 15' Co structio Corridor to ? \ z 5 2 -U e Proposed Water Line sr ?' 35 Temporary Wetland Impact #4: 0.086 ac Existing Vegetation Line 404 Wetlands ® Proposed Impact to 404 Wetlands ti Stream PRELIMINARY: NOT FOR CONSTRUCTION ct? 8 ? Intended use of drawing is for 404/401/CAMA Consistency permit applications. Design and Survey Information Provided by: R. KENNETH WEEKS ENGINEERS, LLC 272 Bendix Road, Suite 260 N Virginia Beach, VA 23452 SCALE: 1" = 60' K-Range Utility/Water Line (P126913) MCB Camp Lejeune Onslow County, NC Sheet 3b: Temporary Wetland Impacts #3 & #4 O Qt rn c m C k v ? _ -II 0 J O ? uu _a 3 ° i N '" S QJ o n b = d JJ aL 3 1 LI LL+ \ 75 0 \ Q 0 \ All qN? V) U ^0 S__L E 0 z cn cn 0 U 0 0 z ow u gr 66!! M,!! 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O 1 1 1 1 1 Existing Vegetation Line HDD Crossing: No Wetland or Stream Impact 0 ?V ? 1 20 P N E 1`6 INV?2410 1`b 15' Construction Corridor 24,10 S ' 0 N?'24 00 i 404 Wetlands ® Proposed Impact to 404 Wetlands Stream 404 <6 ?- CP" F? r O-1 Design and Survey Information Provided by: R. KENNETH WEEKS ENGINEERS, LLC 272 Bendix Road, Suite 260 Virginia Beach, VA 23452 Q & Charles F. Riggs & Associates N 202 Warlick St { P.O. Box 1570 U Jacksonville, NC 28541-1570 SCALE: 1" = 40' PRELIMINARY: NOT FOR CONSTRUCTION Intended use of drawing is for 404/401/CAMA Consistency permit applications. K-Range Utility/Water Line (1`126913) MCB Camp Lejeune Onslow County, NC Sheet 5a: HDD Crossing a el , !7 1 '? e t ?f o t O O 8 4 ? ? 59 w $ ' 3 Ln e ? U U a c? . yY O U O CD L Q Q N _ Ln 0 c 5 c 0 Un s Q) yR ' Ripp' z . CL- W I c 0y n Llj C I I ? . d C ?OdOa d 0? dN02i3? ,,., I O U n CL E a a c N N C O U F-0 2 U C)o U) C, Z° ,I. O - (),2 af a O .0) r' O m Z `p r o Z N Z ? N J U W C a C co N V O V O U U E C - m -p > Om Q N CD 2 ? d U ? p cD Q N O O ? Z cn 0a door vv083A x ; ' e 1 ww,,.,, OVO6 d001 VN0a3A „,row m 0-) CD N J ? Q0 W N J N - Q O N O 0 CJ ? U) N O m •- U C :5 0 N ry V T N U J a J . ? N CL C W O N O O Wc0 p M _ Z N N U EZ°? N Q d V7 N cl) M 00 W -0 < > O N W U (n = X p Ld - U 0:: s l(7 ? U CW?O] N z N _ Wl` x > p W C2 -E f!1 p U C Nam O Y N O O N D U DGN>?U(Na? 0 0 N I I W J Q QZ? o' 0 ? Temporary Wetland Impact #5: z 0.059 ac CM-04AI5QR CM-01A RHODES PO/NT ROAD jL6 „ C M WETLAN ARE 02 1438 D Q. F 59 ° 0.033 ACRES N 1 CH-16 DITCH - z! TREE LINE 00 LO J t a r CH-15A .CH-24H I07PINE-I01DLL585 WETLAND AR A 58 256 78 ..SQ L5B4 _ 0.589 AC ? ES T. y (9 H-20G L597 ., Ciud-18 TCH 24•PINE-20'DL CH-20F L596I CH-13B ?- 404 Wetlands ® Proposed Impact to 404 Wetlands Stream 15/ Construction Corridor Design and Survey Information Provided by: R. KENNETH WEEKS ENGINEERS, LLC 272 Bendix Road, Suite 260 Virginia Beach, VA 23452 Charles F. Riggs & Associates 202 Warlick St P.O. Box 1570 Jacksonville, NC 28541-1 570 PRELIMINARY: NOT FOR CONSTRUCTION Intended use of drawing is for 404/401/CAMA Consistency permit applications. Q N SCALE: 1" = 60' K-Range Utility/Water Line (P126913) MCB Camp Lejeune Onslow County, NC Sheet 6a: Temporary Wetland Impact #5 q9 1aauS ON `4}unoo Moosup aunafa? dWD3 8oW (8692 ?d) aul? aa41DM/4inn a6uDd-y{ OL9I-I-V98Z ON 'all!^uoSi!oo(' OLSI xo8 •0'd }S ?oilaoM ZOZ Sa;D!oossy J? s66!b •d SalaoyO 22 ZSti2Z HA '43oa8 o!u16a!A 09Z a}!nS 'pooy x!puaO ZLZ O-n 'Sb33NION3 SA33M H13NN3A .a :Aq pap!nad uogewao}ul AananS pue u6!saa .05 ? =J :31VOS P I weaa;s - •suopeolldde;lwjad Aoua;slsuoo yWyO/lOV/bob jo; sl 6uimeip;o asn papua;ul NOIlOnb1SN00 80=1 lON :Aab'NIWIl3ad spuel;aM bOb o; aoedwl pasodoad spuel;aM b017 x F d C N N G - • F . e ? . I o D C r O - O • ? a7 D G O S . . 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C) Q U - O O - ozU' O J? 1'11 m, n. m N J 0) + Q O U E U (D ? d U ? U) 4-1 O m V) - U c :5 O 4-1 Q) 0 C LO ii r W J Q U U) -Z, T U ? J J O N ? N O O W E O L n - Z N N U mU ?? EZ±,? o ? 0 W Q w N C Cl) N ro Tw?; ? p N to W _ Z C?fL U rnN? (n = x p ~ - O O? ? ifJ (1; U c W Ud] co z c - W- o 0)LLJ m.E c Nam O U Y N m O N U O N N •_ s O O ? ?N??'UNd? \ OG C: O 2- 0 \ ?y ,0 0 ?a cti \ G? gre°m) reek lPerenn?°? c6 1°«n HDD Crossing: No Wetland or Stream Impact 0 0?, II`IV ?per5nn?°r stre°m) 011 t°wn Cree 05 15' Construction Corridor 0 10 404 Wetlands ® Proposed Impact to 404 Wetlands Stream 15 \ Design and Survey Information Provided by: R. KENNETH WEEKS ENGINEERS, LLC 272 Bendix Road, Suite 260 Virginia Beach, VA 23452 & Charles F. Riggs & Associates 202 Warlick St P.O. Box 1570 Jacksonville, NC 28541-1570 SCALE: 1" = 40' PRELIMINARY: NOT FOR CONSTRUCTION Intended use of drawing is for 404/401/CAMA Consistency permit applications. K-Range Utility/Water Line (P126913) MCB Camp Lejeune Onslow County, NC Sheet 7a: HDD Crossing of Town Creek Appendix B. HDD Drawings & Cross Sections i ,yo do Qf w Existing ?- Vegetation Line 1 Temporary z Wet and mpact 1 e 0.027 ac 1 1 1 15' Construction Corridor 20 .0. 404 Wetlands 1 ® Proposed Impact to 404 Wetlands o ti ti Stream PRELIMINARY: NOT FOR CONSTRUCTION Intended use of drawing is for 404/401/CAMA Consistency permit applications. Q Design and Survey Information Provided by: R. 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