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HomeMy WebLinkAbout20110625 Ver 1_401 Application_20110711UNITED STATES MARINE CORPS' 2 5 MARINE CORPS BASE PSC BOX 20004 CAMP LEJEUNE, NC 28542-0004 IN REPLY REFER TO 5090.11.2 BEMD JUN 2 S 2011 Mr. Ian McMillan North Carolina Department Division of Water Quality, 2321 Crabtree Blvd Raleigh, NC 27604 Dear Mr. McMillan: 1! 11? Enclosed is our application for a Department of the Army Permit for the Gonzalez Boulevard Extension on Marine Corps Base, Camp Lejeune. The enclosure is submitted for your review, approval and issuance of a Section 401 Water Quality Certification for construction of the project. A $240.00 processing fee for this application is also included. Camp Lejeune proposes to fill permanently fill 0.3 acres and temporarily impact 2.1 acres of Section 404 wetlands to complete the project described in the application. Unavoidable wetland impacts will be compensated with mitigation credits purchased from the NCEEP and debited from the Greater Sandy Run Area Wetland Mitigation Bank located on the installation. 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. of Environment and Natural Resources 401 Section Sincerely, Director, Environmental Management By direction of the Commanding Officer Enclosure: 1. Pre-Construction Notification Form (5 copies w/ fee) for the Gonzalez Boulevard Extension OHN R. TOWNSON Copy to: NCDENR, DCM NCDENR, DWQ, 401 Section, Attn: J. Steenhuis t w i i t i i t 1 1 1 TF9OG 0F W A o? h r 201 10625 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN) Form A. A heant Information TIM 1. Processing '11L D, 1a. Type(s) of approval sought from the Corps: ®Section 404 Permit ? Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 3820 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 1 e. 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 1g. 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: Gonzalez Boulevard Extension (P1265) 2b. County: Onslow 2c. Nearest municipality / town: Jacksonville 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: N/A D 3. Owner Information 3a. Name(s) on Recorded Deed: USMC - Camp Lejeune JUL. 0 5 2011 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if applicable): We N/A W 8 ATER qL 3d. Street address: N/A 3e. City, state, zip: N/A 3f. Telephone no.: N/A 3g. Fax no.: N/A 3h. Email address: N/A Page I of 10 PCN Form - Version 1.3 December 10, 2008 Version t 1 r 1 1 1 1 J it 1 1 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: Director of Public Works 4b. Name: Mr. Carl Baker 4c. Business name (if applicable): Deputy Public Works Officer (USMC) 4d. Street address: 1005 Michael Road 4e. City, state, zip: Camp Lejeune, NC 28542 4f. Telephone no.: 910.451.2213 4g. Fax no.: 910.451.2927 4h. Email address: Carl.H.Baker@usmc.mil 5. Agent/Consultant Information (if applicable) 5a. Name: Ron Johnson 5b. Business name (if applicable): AECOM 5c. Street address: 701 Corporate Center Drive, Suite 475 5d. City, state, zip: Raleigh, NC 27607 5e. Telephone no.: 919-854-6210 5f. Fax no.: 919-854-6259 5g. Email address: ron.johnson@aecom.com Page 2 of 10 PCN Form - Version 1.3 December 10, 2008 Version 1 O?QF AT fRq 7 ? U Y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 3820 1 c. 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 1 e. 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 N 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 In below. ® Yes ? No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes N No 2. Project Information 2a. Name of project: Gonzalez Boulevard Extension (P1265) 2b. County: Onslow 2c. Nearest municipality / town: Jacksonville 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: USMC - Camp Lejeune 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if applicable): N/A 3d. Street address: N/A 3e. City, state, zip: N/A 3f. Telephone no.: N/A 3g. Fax no.: N/A 3h. Email address: N/A Page I of 10 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: Director of Public Works 4b. Name: Mr. Carl Baker 4c. Business name (if applicable): Deputy Public Works Officer (USMC) 4d. Street address: 1005 Michael Road 4e. City, state, zip: Camp Lejeune, NC 28542 4f. Telephone no.: 910.451.2213 4g. Fax no.: 910.451.2927 4h. Email address: Carl.H.Baker@usmc.mil 5. Agent/Consultant Information (if applicable) 5a. Name: Ron Johnson 5b. Business name (if applicable): AECOM 5c. Street address: 701 Corporate Center Drive, Suite 475 5d. City, state, zip: Raleigh, NC 27607 5e. Telephone no.: 919-854-6210 5f. Fax no.: 919-854-6259 5g. Email address: ron.johnson@aecom.com Page 2 of 10 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A 1b. Site coordinates (in decimal degrees): Latitude: 34.6622 Longitude: - 77.327 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: N/A acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Cogdels Creek proposed project: 2b. Water Quality Classification of nearest receiving water: SC, NSW 2c. River basin: White Oak River Basin 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 is located on US Marine Corps Base Camp Lejeune. Landuse is for military training, roadways, and utility right-of-ways. Much of the adjacent land is undeveloped forested areas. 3b. List the total estimated acreage of all existing wetlands on the property: 126 acres in Cogdels Creek area 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 12,107 feet in Cogdels Creek area 3d. Explain the purpose of the proposed project: Extension of Gonzalez Boulevard - See attched Additional Information at the end of this PCN Form. 3e. Describe the overall project in detail, including the type of equipment to be used: Road and bridge construction - See attached Additional Information at the end of this PCN Form. 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: See Additional Information at end of Form. 4b. If the Corps made the jurisdictional determination, what type ? Preliminary ®Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Tetra Tech Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. See Additional Information attached to the end of this Form. 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. N/A 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. While this is not a phased project, two additional projects are occuring in the vicinity - see Additional Information. Page 3 of 10 PCN Form - Version 1.3 December 10, 2008 Version 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 Fill/Clearing PF01 ® Yes ? No ® Corps ? DWQ P-0.01/T-0.02 W2 ®P ®T Fill/Clearing PF01 ® Yes ? No ® Corps ? DWQ P-0.28 W3 ®P ®T Fill/Hand Clearing PF01 ® Yes ? No ® Corps ? DWQ P-0.01/T-2.02 W4 ? P ? T ? Yes ? Corps ? No ? DWQ W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts P-0.30/T-2.12 2h. Comments: See Additional Information at the end of this PCN Form. 3. Stream Impacts 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 ? P ? T ? PER ? Corps ? I NT ? DWQ S2 ? P ? T ? PER ? Corps ? I NT ? DWQ S3 ? P ? T ? PER ? Corps ? I NT ? DWQ S4 ? P ? T ? PER ? Corps ? I NT ? DWQ S5 ? P ? T ? PER ? Corps ? I NT ? DWQ S6 ? P ? T ? PER ? Corps ? I NT ? DWQ 3h. Total stream and tributary impacts 0 3i. Comments: No streams are impacted by the proposed project. There is no channel associated with the wetland areas. Page 4 of 10 PCN Form - Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts 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: There are no open water impacts associated with this project 5. Pond or Lake Construction 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 (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: N/A 5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): N/A 5j. Size of pond watershed (acres): N/A 5k. Method of construction: N/A 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an 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 re uired? B1 ?P?T ?Yes ? No B2 ?P?T ?Yes ? No B3 ?P?T ?Yes ? No 6h. Total buffer impacts 6i. Comments: N/A There are no buffer impacts associated with this project. Page 5 of 10 PCN Form - Version 1.3 December 10, 2008 Version 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. See additional information attached to end of applicaton 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. See additional information attached to end of application 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? ? Mitigation bank ®Payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: N/A 3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N/A 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ® Yes 4b. Stream mitigation requested: N/A linear feet 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: 0.3 acres 4f. Non-riparian wetland mitigation requested: 0.0 acres 4g. Coastal (tidal) wetland mitigation requested: 0.0 acres 4h. Comments: N/A 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. N/A Page 6 of 10 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: N/A 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: N/A Page 7 of 10 PCN Form - Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a . 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: N/A 2. Stormwater Management Plan 2a . What is the overall percent imperviousness of this project? < 1 % 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, na rrative description of the plan: Infiltration basins are to be constructed at each end of the birdge to collect stormwate r from the bridge. Roadways will have sheet runoff into roadside ditches. ? 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 3a. In which local government's jurisdiction is this project? USMC Base ® 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 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 8 of 10 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. 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 letter.) ® Yes ? No Comments: Final EIS dated December 2009 - US Marines Corps Grow the Force 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): N/A 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. Cumulative Impact Analysis provided in December 2009 EIS 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. Project will not involve the generation of wastewater. Page 9 of 10 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? E] 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? Field Surveys and MCB GIS data. See additional information attached to the end of this PCN Form 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? South Atlantic Habitat and Ecosystem IMS. 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? Review of Camp Lejeune GIS data and Grow the Force EIS dated December 2009. 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: LOMAR to be conducted 8c. What source(s) did you use to make the floodplain determination? NC Flood Maps 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.) Page 10 of 10 PCN Form - Version 1.3 December 10, 2008 Version AECOM Additional Information Gonzalez Boulevard Extension (P1265) B. Project Information and Prior Project History 3d. Explain the purpose of the proposed project. A permanent incremental increase of Marine Corps personnel is currently underway at Marine Corps Base (MCB) Camp Lejeune (Base) under the Grow the Force initiative. A force addition of approximately 7,000 marines is proposed at the Base. To support this growth, the USMC proposes a combination of: (1) new infrastructure construction (e.g. buildings, roads, utility lines/equipment); (2) demolition and/or upgrades to existing infrastructure; and (3) relocating existing units and personnel to consolidate and better support combat missions. These expansions are to address current deficiencies as well as in support of new facilities that are proposed for construction under Base expansion as documented in the Final Environmental Impact Statement (EIS) USMC Grow the Force in North Carolina (December 2009). At the Base, the USMC proposes to extend Gonzalez Boulevard from its current terminus at McHugh Boulevard, to the French Creek Bachelors Enlisted Quarters (BEQ) that is already under construction. The extension will provide additional access to the BEQ from McHugh Blvd. Gonzalez Boulevard Extension This project consists of the extension of Gonzalez Boulevard from the current tee intersection of McHugh Boulevard and Gonzalez Boulevard to the intersection of Birch Street and Gonzalez Boulevard. Birch Street and the eastern leg of Gonzalez Boulevard are currently under construction as part of the French Creek BEQ. An 877 ft bridge is proposed to avoid impacts to the wetlands. The total project length is approximately 3,600 LF. The proposed typical section is a 2-lane roadway with shoulders and roadside ditches/swales. Pedestrian access is provided on one side of the road. The bridge section will have walkways with a barrier to separate the roadway from pedestrian traffic. The roadway shall have LED streetlights included in the design package. This roadway intersects with an existing tank trail. The design will include relocation of the tank trail to pass under the bridge. 3e. Describe the project in detail, including type of equipment to be used. The total bridge length is 877 ft consisting of eleven 67 ft interior spans and two 70 ft end spans. The proposed typical section consists of two 12 ft wide traffic lanes, two 3 ft wide shoulders, and an eight foot wide pedestrian lane separated from the roadway with a barrier. The total bridge width including interior/exterior barriers is 43 feet. Utilities supported on the underside of the bridge deck include a 14 inch diameter closed drainage line that will run along the right (low) side of the bridge and connect to a drain inlet at the end of bridge; and 9- 5 in. diameter conduit runs to be placed below the greenway trail and between interior girder no. 4 and exterior girder no. 5. The conduits will be accessible through an access hatch and stainless steel pull-box located in the greenway trail path on the bridge. Light poles will be provided at 135 ft spacing's along the bridge and will be supported on the outside of the bridge deck adjacent to the greenway trail. Bridge components and layouts, such as girder type, spacing, span length, and substructure type were chosen based on constructability, economy, low maintenance, sustainability and longevity. The bridge will be supported on driven 2 ft square concrete piles. At each bent 7 piles will be driven. Ten bents are located in the wetlands. A temporary work bridge will be constructed on the northwest side of the bridge to facilitate driving of piles and bridge construction. AECOM The tank trail will be relocated to pass under the bridge at a location where horizontal clearance (50 ft min.) and vertical clearance (16.0 ft recommended) requirements are satisfied. The bridge substructure will be protected with a deflective concrete bollard system developed for this site. The concrete bollards will be 3ft in diameter, strategically positioned and designed to help deflect the tank impact energy and deter the tank driver from proceeding any further off the trail if a bollard should be struck. The bollards will also be painted with a reflective yellow paint. Reflective delineators will be placed along each side of the tank trail and to help guide the tank driver through the underpass and raise awareness of the curve in the tank trail and the approach to the overpass. The roadway and tank trail will be constructed using standard roadway construction equipment such as bulldozers, road graders, and dump trucks. 4. Jurisdictional Determination The wetlands were delineated by Tetra Tech in 2010. The wetland boundary was surveyed by Charles F. Riggs and Associates and a jurisdictional package was submitted to the US Army Corps of Engineers. A Jurisdictional Determination was issued by the USACE on March 24, 2011 (Action Id. SAW-2010-01798). 6. Future Project Plans Several projects associated with Grow the Force are occurring in the Cogdels Creek watershed and in the immediate vicinity of each other. These projects include the installation of sanitary sewer gravity mains, water lines, and the construction of a tank trail. Because all these projects have an independent utility, separate 404 permit applications are being submitted for the projects. The sanitary sewer gravity mains are part of a project titled Hadnot Point-French Creek Utilities that are being covered under a Nationwide 12 application. Wetland impacts associated with the utility project include 0.4 acres of permanent impacts and 1.0 acres of temporary impacts. The tank trail projects consist of construction of a tank trail across the Cogdels Creek and associated wetlands. Wetland impacts associated with this project are approximately 1.0 to 0.9 acres of permanent impacts and 0.4 acres of temporary impacts. C. Proposed Impacts Inventory 2. Wetland Impacts 2h. Comments Wetland impacts include 0.30 acres of wetlands that will be filled and temporary impacts to an additional 2.12 acres of wetlands that will be hand cleared to allow for construction of the roadway and bridge. Proposed construction limits were used to determine temporary impacts and not all areas shown may be cleared. At Wetland Site No. 2 wetland impacts associated with the installation of a force main and a gravity main along the west side of the road have been accounted for in the Hadnot Point-French Creek Utilities PCN submittal. These impacts include 0.05 acres of permanent impacts from the clearing and maintenance of a permanent utility right-of-way and 0.05 acres of temporary hand clearing of wetlands to facilitate construction and installation of the utilities. AECOM D. Impact justification and Mitigation 1.a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Gonzalez Boulevard Extension crosses an extensive wetland area. The entire wetland will be bridged, virtually eliminating impacts to the wetland. Additionally, all stormwater from the bridge will be collected in a closed drainage system and discharged into stormwater treatment BMPs in upland areas at each end of the bridge. No stormwater will be discharged into the wetland from the bridge. The bridge was aligned to cross the wetlands as perpendicular as possible. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Bridge construction is to occur by use of a temporary work bridge adjacent to the proposed bridge. The work bridge will be constructed on piles using top-down construction. Wetlands beneath the bridge and work bridge will be hand cleared. No mechanized clearing will occur except at pile locations if required. Therefore, the impacts from construction will be temporary and the wetland areas will be allowed to revegetate following removal of the work bridge when bridge construction is complete. As part of a separate project a gravity sewer line is to be installed across the wetlands. The sewer line has been placed as close to the bridge as practicable. Additionally, the proposed work bridge has been located in the same footprint of the sewer line to minimize the area needed for clearing. E. Stormwater Management and Diffuse Flow Plan A stormwater management plan is currently under preparation and will be submitted to the NC Division of Water Quality for their approval. F. Supplementary Information 5. Endangered Species and Designated Critical Habitat Federally Listed Species Potentially Occurring at MCB Camp Lejeune Common Name Scientific Name Status Leatherback sea turtle Dermochelys coriacea Endangered Loggerhead sea turtle Caretta caretta Threatened Green sea turtle Chelonia mydas Threatened Piping plover Charadrius meladus Threatened Red-cockaded woodpecker Picoides borealis Endangered Seabeach amaranth Amaranthus pumila Threatened Rough-leaved loosestrife Lysimachia asperulaefolia Endangered American alligator' Alligator mississippiensis Threatened 'Although still listed as federally threatened, the American alligator is considered recovered. Source: MCB Camp Lejeune 2007a. AECOM While several Endangered Species are known to occur at Camp Lejeune, suitable habitat for those species are not present in the project area. Extensive surveys for various federally-listed species have occurred on the Base. The Base GIS data did not indicate any know occurrences of any threatened or endangered species in or near the various utility corridors. Surveys of these areas by AECOM biologists did not reveal any suitable habitat for any species. 9 0 0.25 0.5 Miles A 1 a - - Gonzalez Boulevard Extension } ? k R McH,UG,H,_ H,8 R-7 1 I k? o ' ' IC f r. I C? City of VICINITY MAP Jacksonville ry Legend GONZALEZ BOULEVARD EXTENSION (P1265) D - wel,... CAMP LEJEUNE MARINE CORPS BASE stream ONSLOW COUNTY, NC Oceao DATE: P??a 05-2011 AXOM s' 11 "'t 7 0 l / ly. ? ?' f` 6x O?? ? ? 111x ? ? ??Q X5 0 . l i', X" ?OJ ??? ? {, • rrrr ? a s- ?t Y !4 ?1 r r?? ! t ? 1 Jr a L. 'rANK TRAIL \ • fr `max '?.x .. r-?.. r r+ rr r / f Ir f;F` f -' -, , / 1rr1 ??? Jr e Q r .? !r f`1` 0 y% % + 1 f 'rr 5\0 f y F;''FFF F rr l? o ? All k' f yll X ',r }? '???? f F 144 rt€ ffJ 1{? ?I _ J f! 1111 0J4 1 r s rf !! 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MS5n~ ~ -G- STA. 5+14.10 j PULE PRD & ~ 12, IZ' ~ F ` F ~ Q''p~ 2' ~ ~ P~` TES 51 / .F FM F ~ v PP P 12' ~ V v _ ~ - - , r~ 621"~ ~ CURVEG 0 ~ ~M F E W w ~ C ~ - - , ~ o~ ~ ~i~ ~1 1 ~ 1 TON CLASS'B' RIP RAP EL N i 5 SY FILTER FABRIC ~ ~ ~ F 2 i tiyn-. wooos~ - ~ O E - ~ ~ ~ O = ~ ~ x ~ ~ SEAS S~ ; e 8= ~ ~ i 2' - 6" CURB AND GUTTER ~ + ~ o _ ~ SL ~ F ~ SLOPE STAKE LINE ~ ° Vt / ° ~ ~ ~ ~ F T , ~ qR~ r2 ~~T gAFR~ s~ ~ REMOVE Q ~COM - ' i~ N 32 LF - 18" RCP i- 17 ` ~ ~ ~ ~ , F ~ 7~i v v ~ ~aP%~ P ~ & ENDWALL ~ I I ° ~p % qN~ Q~~ a WETLANDS BOUNDARY 1 I ~~--a~~,,-.. ~ ~ ~ /n, \V ~ AECOM TECHNICAL SERVICES, INC. f/~.- , - ~ °l~ \ 701 CORPORATE CENTER DRIVE, SUITE 475 ,o-- - \ \ \ ^ RALEIGH, NC 27607 ~~N~. 'S E DITCH o S D M H ~ ~ ~ (9, 9) 854-820D www.aecom.com PP~ ~ ~ F _ ~ O`~CP I ,.,WOODS^, F x 1 LP M ~N / ~ ~0 or PLACE FILL I = °~sjEP ~ ~ / 3:1 SIDES z ~ - ~ ~ TO ELEV. 9.0 I ~ o a o- @ 3.09% GRADE 2' AiE ~NFo SEE DETAIL 2 ~ APPRG~EA ~ \ ~ ~ ~ +14.~ ONSTRUCTION LIMITS WETLAND NO. ~ / X C1 I W ~J VO C BEGIN PROPOSED P \ ~ STEAM L N ES TO EGR CGMMANOER NAVEAC ~ 2'-6"CURB AND GUTTER STEAM uriESa__ _ °'P I O BE RELO ATED ~ AGT'~'n~oo~ PREFiNA~ ~ESicN ~wcTdEsTA EXISTING CURB AND GUTTER I+ 03 m 17 TONS CLASS ' ~ " _ oNE I I N N ~ 22 SY FILTER FA S CLASS 'B' RIP RAP UNDER~OUND. ~ PACUACE soMiTTA~ FILTER FABRIC SEE SH ETS ~ ~ oHE ^~-~-~Y` ~ - _ ~I I~~ CONSTRUCTION 'AKE LINE MS101 T MS502 S~ ~ ~A ~ sAT~sEACTGRY TG DATE o4.~ ~.zo~ ~ RUCTION LIMITS 5~~~ ~q~ ~ DES NJD oRJDK H ~HK KMH ~ «PM~oM» CW PV oHE PP Wo ~ ~ ~~~P~ STAKE LINE P _ ~ - p oos SLOPE STAKE LINE) FI r ~ I +05.28 OHE - ~ ~ ~ X \ ~ BRANCH MANAGER ~ I END PROPOSED ~wooo~~ INSET A ~ ~ CONSTRUCTION LIMITS N oai ~ 2'-6" CURB AND GU B +s~.e2 . 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O - ~ ~ ~~z 'J w O r~ SUPER SU - SEE DETAIL 1 p - X_ pC STA. pC STA. ~_1+27.65 z ; w Z ~ o ~ a/ / CURVE X_C1 +so: W _ _ - - ~~1 s a ~~x ~ w z -X- PT STA. 17+85.66 ° BEGIN CONSTRUCTION - - ~ LV Q Q µvooos~ Jam' ~w INSTRUCTION LIMITS MCHUGH ~ ' ~ + / SLOPE STAKE LINE BOULEVARD M HU H B ULEVAF~D-. ~ I BEGIN PROPOS / ~E". -X- STA. 11 +50.28 % ~ ~ ~ ~ z'-s° CURB AND FH NP AFC C ~ ~ PP I / jWV ~~P mom J X ~c~n PROPOSED URB AND GUTTER ~ Q~ Q z ~ ~ W o 0 >~o Q ~ ~ 0 i z O z U ~ ~ O _ 5, _ _ - REMOVE ~ ~ WETLAND NO. ~ ~ 130 LF - 18" RCP o ~ TEMPORARY I ~-a XS' ~ I I PERMANENT I Hwy N N 55°/~35' 20" W %SS J I I M _AND NO. 1 ~ Q ~ 'ORARY IMPACT 0.02 ACRES U + o ~IANENT IMPACT 0.01 ACRES ~ ~ j ~ ° z o ~ J Q C ~ ~Z.J9~ N M ~ I~ N -X- g 3.13' N a, ~ I ~ ~Z o o = I siC I CO WETLAND NO. _ANDN0.2 w O U'Q ' TES 8 2' Z ~ x ~ ` TEMPORARY I w 12~ ~ 0 2~ ~ T ~ I PERMANENT I vw ~ORARY IMPACT 0.00 ACRES ~ m ~ ~IANENT IMPACT 0.28 ACRES w N ~o C pT STA. 10+00.00 ~r U 'X" P s~ (0.05 ACRES O PP ~P ~ 32' INC. a? ~ 0.09 ACRES OF ACRES OF PERMANENT AND W m J gCRES OF TEMPORARY ~ ~ a J w m ~I 'I O ~ I I IMPACTS ACC A ~ ~~~rc~- X3 ~ -4gg' TAPER N = - C * - ~ W j HP-FC NW12 P ~~X- @T~S~T .19+7 .68 PP Z ,CTS ACCOUNTED FOR IN ~ _ ~ °O I~ Q ~ C NW12 PERMIT APPLICATION) ~ ~ U ~ ~ Z z = ~Q~ ~ A o- P _ PP- ~ GO ZALEZ BL D EXTENSION, ° ,i z o Q o ~ ' U ~ ~ ~ ~ ~ ~ z ~ sc;~~E I"=50' ~ DENO ~P ~ ~ ~ LIM TS R ~ ~ _ _ PF ~QQ w DENOTES HAND CLEARING 'I Q Q = z I ~ ~ I ~zo a o z ~ ~W s a I ~ \J`l`~ SLOPE STAKE L~° I ~ scAEE: AS NOTED } ~ - I ~ EPRO~ECT No.: 1107662 J o l wv~, o 5? w FILL IN coNSTR. coNrR. No. FILL I N WETLANDS ~ 'I N40085-10-D-5313 50' 25' I'~, 0 50' 100' NAVEAC oRAwwc No. n~~ao ~n ~ tip;,, ~"=50' NAVEAC N0. SHEET ~ of ' FO _>oi~o FOR PROFILES SEE SHEETS CP201 & CP203 GRAPHIC SCALES PERM IT-101 1 2 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009 4 5 G R I,S ~ _ ~E PI G3 ~ N ~ 3 _ ~ 1 E 0 - ~ ~ 0 5 E ~ ~ E GP ~ SE ~ R a WETLANDS BOUNDARY E GV ~ ~ ~ E ~ ~ SN ~ ~ ~ ~ _ ~ ~ ~ ~ ~ _ ~ ~ ~ ~o ~ ~ ~ ~ a R ~ ~ ~ pP c ~N ~ ~ ~ a 0 x ~0 ~ ~ ~ ~ 7 N ~ ~ 8 E~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o X ~ ~ ~ ~ ~ ~ G ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ D ~ ~ ~ ~ ~ ~ ~ ~ a- C~ ~ ~ ~ ~ ~ ~ ~ CURVE TT ~ ~ ~ o~ -ry, \ C3 ~ ~ ~ oh \ - ~ ~ ~ ~ Z 0 a, \ ~ ~ ~ ~ ~ \ CONSTRU ~ ~ . ~ . ~ \ CTION LI . ~ ~ ~ a \ ~ ti ~ MITS ~ ~ ~ oh \ ~ ~ ~ ~ ~ - TEMPORARY WORK BRIDGE NOTE N w 0 - A TEMPORARY WORK BRIDGE IS REQUIRED FOR CONSTRUCTION \ ti W ~ ~ ~ ~ ~ ~ ~ ~ ETLANDS ~ ~ ~ ~ OF THE GONZALEZ ROAD BRIDGE. THE TEMPORARY WORK BRIDGE, N \ BOUNDAR ~ ~ ~ h Y ~ ~ ~ F N \ \ ~ ~ ~ ~ IN COMPLIANCE WITH THE PROJECT PERMITS, IS TO BE FURNISHED C~ . ~ . ~ ~ ~ AND REMOVED BY THE CONTRACTOR. THE WORK BRIDGE SHALL BE \ - ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ C ~ ~ ~ ~ ~ ~ -J CONSTRUCTED USING TOP-DOWN CONSTRUCTION METHODS ON ~ ~ ~ ~ ~ _ TEMPORARY PILES. DESIGN CALCULATIONS AND DETAILS SHALL MEET \ . ~ . ~ ~ ~ ~ ~ ~ ~ THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE CONSTRUCTION \ DOUB ~ ~ ~ ~ ~ ~ ~ C D SPECIFICATIONS -THIRD EDITION, 2010 INTERIM REVISION, SECTION 3.5 \ ME ~ ~ ~ ~ ~ _TAI--FAIL ~ ~ _ WETLANDS TEMPORARY BRIDGES, SHALL BE SIGNED AND SEALED BY A NC BOUNDARY LICENSED PROFESSIONAL ENGINEER AND BE PROVIDED BY THE .c A ~ ~ ~ ~ I 02 ARRIER ~ ~ ~ ~ -~RONf ~ ~ -G ST~-v -LO ~ ~ ~ ~ 02 90.83. ~ T 3 + ~ ~ CONTRACTOR FOR REVIEW BEFORE BEGINNING CONSTRUCTION OF ~ 6 16.1-B-- O O - ~ ~ ~ ~ ~ ~ M ~ 1 18"CRAP W/ THE WORK BRIDGE. 2 _ _ ~ ~ ~ ~ R ~ ~ ~ ROD AND LUG CONNECTORS p N0~ ~ ~ ~ ~ ~ 2 TONS CLASS'B' RIP RAP d' rn ~ ~ ~ ~ ~ ~ ~ 8" ~ ~ ~ ~ . 7 SY FILTER FABRIC CO o PQ'•~o~ IN B CRAP W/ ~ ~ GUARD I~-~ ~ RIDGE C ~ - . - RODAND L ~ ~ ~ A OR ~ 0 ~ BASIN #2 o t,0~' + U~ ~ ~ ~ ~ ~ CONNECT C ~ ~ ~ _ ~ ORS ~ ~ E B-7~ ~ _~YP F~ ~ ~ -TT- PC ST ~ ~ ~ SE AI ~ 1 A.16+2 ~ ~ ~-DES ~t - / ~ 65' X 70' 9. 8 ~ ~ / BOTTOM ELEVATION = 11' ~ ~~~y AB ~ ~ ~ ~CONCRET ~ E ~ ~ A 26+90 BOLLA DO E f~4CEb _-€ND ~ ~ TOP ELEVATION 13' v~ ~o~~ RCS EE T r ~ ~ BERM WIDTH = 10 U Q'~c C DET F __EII~PO TEMPORARY ~ -BAR M L RAtI- C LAB AIL S-04 RY APB-ROA WOR RK BRID ~ _-KBR1D __~E---- D RRIER OMB"~~ N (SEE DETAIL SHEET CP509) ~ Q~o'~ ss E ~ - - STA~6~17 F a ~ - _ _ _ _ _ - ~ -~=~T~ 2 + 0.83 I C7 SEAS 10 ~ _ _ TO 36+~-616 D-BR1~GE T ~ I 1 r SDMH ss - - _ _ _ C _ I PROPOSED GUARDRAIL ° o oU° (SEE DETAIL P514 &CP515) ~ 12' " F ° ~t 12' ~ F ~~0~ _ _ ~ ~ ~ ~ ~ AECOM TECHNICAL SERVICES, INC. ss - ~_~~SLOPE STAKE LINE 12 o H 12 ~ O SS ~ ~ _ F ~ _ ~ ~ 701 CORPORATE CENTER DRIVE, SUITE 475 RALEIGH, NC 27607 - G M C SD S D M H N1 G UARD RAI L AN C H O ss ~ ~ ~ - - X919) 854-82°° www.aecom.com C GUARD " 9 oUo ~ TYPE 350 F ° O ~ n~E wFo ANCHO o U ° ° ° ° ~ N 56° 49' 10~~ E _ _ ~ 21' ~ nPPROVEo TYP ~ " E B- 7 RAD= 125 G 12~ GONZALEZ BOULEVA p o MN ~ ° SEE DE A ~g_ IL ~L~ARDS SEE P_5~ F D _ H 5 08 IL-S=048 ~ 12 N ~ o ° O W O ° ~ ~ ~ ~ ~ FOR COMMANDER NAVFAC ~ F ~ ~ ~ ~ P .1 + W o o ncrivin100~ PREEINAE DESIGN 24. ~ ~ ER - ~ ~ R + ~ F 11 8126 _ ~ 11 W PACKAGE SUBMITTAE - ~ ~ TE RY-f \ S CON G DRA1~ STR{1C ~ ~R ~ ~ TIO CONST ION~1_\IIIITS N LI 3uC~ ~VN-TS~"~ ~ WORK B E ~ RAD= 125' E sArisFACroRY To onrE 04.1 1.201 1 _~I~ ANCHO RAP w ~ ~ f 1 \ GUARDRAIL ~ E oES NJD ~RwJD/HR cHK KMH EE - w ~ -TY B-77 T S-0 w = w f_ . ~ 8 _ ~ ~ E I L ANCHOR G «PM~oM» CW/PV C TYPE 350 - - 13 ~ BRANCH MANAGER F CU E ~ ~ P50Z-0508 Z OUL V - . F ~ ~ ~ _ _ cHiEE ENC/ARCH ARD ~ ~ _ w W F FIRE PROrECrioN IL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ °~z z B ~ J C ~ F ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ A ~ ~ ~ ~ ~ - ~ - - - _ - ~ ----f ~ SPECIA+ CU z ~ o ~ z SL PE S~ L~P~~ ~ STA. 39 50 T ~ _ ~ ~ ~ ~ ~ SEE DETAIL z a w o ~ 2 ~ . RIP">~A S ~ ~ ~ , ~ z ~ J ~ ~ ~ ~ ~ ~ __~~EET - 48 ~ ~ 7 ~ ~ ~ ~ ~ Z ~ w Z o 0 ~ ~ ~ ~ ~ ~ 10 TONS CLAS ~ ~ W o ~ ~ ~ ~ ~ 28 SY FILTER F ~ l w ~ o C - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ WETLAND N0.3 ~ ~ ~ ~ Q Q LLJ ~ ~ o ® ~ ~ ~ TEMPORARY IMPACT 2.02 ACRES ~ ~ ~ ~ ~ ~ ~ ~ ~ Q Q o ~ LJJ > ~ ' ~ ~ - ~ ~ ~ ~ ~ ~ ~ PERMANENT IMPACT 0.01 ACRES ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ O ~ Q -~O~PE ST ~ ~ ~ ~ ~ AKE--LINE ~ ~ ~ ~ ~ m ~ ~ ~ - DENOTES HAND CLEARING ~ ~ ~ ~ ~ ~ ~ J w ~ ~ ~ ~ ~ ~ ~ ~ ~ = . ~ ~ ~ WETLANDS B w ~ N °o ~ ~ ~ ~ ~ ~ ~ ~ 02 ~ ~ ~ - ~ ~ ~ _ - ~ ~ ~ ~ z O zo ~ ~ ~ ~ ~ ~ ~ m o0 C~ ~ 2 C ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ~ ~ z N ~ ~ ~ ~ ~ ~ ~ FILL IN WETLANDS ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ J ~ ~ Q W N Q ~ ~ ~ ~ ~ ~ z ~ Q ~ X AKE ~ ~ - LINE WET ~ k C LANDS ~ ~ ~ F BOON ~ - ~ ~ ~ o x \ DARY ~ ~ ~ ~ ~ J N Z o ~ _ a ~ O A ~ ~ ~ ~ ~ ~ ~ ?-B-L~D ~~RI-S I01~-- - w J ~ c~ o ~ ~ ~ ~ ~ ~ ~ coo ~ ~ ~ ~ ~ S\~50 D~ \ / ~ ~ ~ f- ~ ~ ~ ~ ~Q~ a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ scA~E: AS NOTED 5 CONSTRU ~ ~ ~ ~ ~ ~ CTION ~ ~ ~ ~ ~ ~ ~ ~ EPRO~ECr No.: 1107662 ~ ~ ~ ~ < Q LIMITS ~ . ~ ~ ~ ~ - ~ ~ ~ coNSrR. coNrR. No. ocvm~ ~ - ~ ~ ~ ~ ~ ~ N40085-10-D-5313 _ ~ ~ ~ 50' 25' 50' 16~6"f- NAVFAC oRAwiNC No. ~ ~ ~ ~ ~-=50 NAVFAC N0. ~~o~ ~ ~ ~ ENO ~ ~ ~ ~ ~ ~ ~ ~ ~ s H E Er 1 o F - ~ ~ C-RA~ H ~C PERMIT-10 3 4 ~ DRAWFORM REVISION: 10 MARCH 2009