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Home My WebLink About20131248 Ver 2_Application_20131210 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT SECTION 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG PHYSICAL ADDRESS: Century Center - Building B 1020 Birch Ridge Dr Raleigh, NC 27610-4328 December 10, 2013 U.S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. Eric Alsmeyer NCDOT Division 5 Project Coordinator SUBJECT: Application for Section 404 Nationwide Permits 13, 23, and 33; Section 401 Water Quality Certification; and Neuse River Riparian Buffer Authorization for the I-40/440 Pavement Reconstruction – Area 3 Project, Wake County, North Carolina. Federal Aid Project Nos. IMS-040-4(147)298 and IMS-0440(13), TIP Nos. I-5338 and I-5311. Debit $570.00 from WBS Element No. 46265.3.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction of I- 40/440, beginning at the I-40/US 64/US 1 interchange west of SR 1319 (Jones Franklin Road), continuing east along I-40/440 and onto I-440/US 64, and terminating north of the I-440 interchange with US 64/US 264. This construction project is comprised of three smaller projects, each of which will be permitted separately. The three smaller projects include: 1) the initial 3-lane maintenance of traffic (MOT) temporary widening project, 2) the Area 3 project, which begins near the I-40/440 interchange (Station 444+00) and continues northeast to the end of the project, just north of the I-440 interchange with US 64/US 264 (Station 628+60), and 3) the final project consisting of Areas 1, 2A, and 2B, beginning at Station 19+02 near the I-40/US 64/US 1 interchange and continuing east to Station 444+00, just west of the I-40/440 interchange. A Neuse River Riparian Buffer Authorization and North Carolina State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters were previously requested for the initial MOT project in an application dated December 2, 2013. This Section 404/401 permit application and Neuse River Riparian Buffer Authorization request are for the Area 3 project. Subsequent applications/modifications will be submitted for Areas 1, 2A, and 2B as project design progresses. Please find enclosed the Pre-construction Notification (PCN), Jeffrey’s Warehouse Mitigation Site Debit Ledger, Stormwater Management Plan, permit drawings, buffer drawings, and roadway design plans for Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13 23 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. 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 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: I-40/440 Pavement Reconstruction - Area 3 Project 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: TIP# I-5338 and TIP# I-5311 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 1 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.767816 Longitude: - 78.574221 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 680 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Crabtree Creek and Walnut Creek 2b. Water Quality Classification of nearest receiving water: C;NSW 2c. River basin: Neuse 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: Both I-40 and I-440 are classified as Interstate based on the North Carolina Functional Classification System. The project area consists of maintained NCDOT right-of-way along I-40/440 and is primarily composed of maintained fill slopes, paved shoulders and interchanges, and forested edges adjacent to the roadway. Land use within the vicinity includes forested, commercial, industrial, medium- to high-density residential, agricultural, recreational, and infrastructure-related. 3b. List the total estimated acreage of all existing wetlands on the property: 4.9 acres jurisdictional wetland; 0.27 acre non-jurisdictional, isolated wetland 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 12,248 LF 3d. Explain the purpose of the proposed project: The purpose of the pavement reconstruction project is to address deteriorating road conditions by replacing deficient pavement and road-bed material in order to improve the quality of the road along the project corridor, while still maintaining traffic during project construction. The purpose of the Area 3 project is to reconstruct pavement within the Area 3 footprint, while also improving the stormwater drainage and overall hydraulic drainage system. 3e. Describe the overall project in detail, including the type of equipment to be used: The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction of I-40/440, beginning at the I-40/US 64/US 1 interchange west of SR 1319 (Jones Franklin Road), continuing east along I-40/440 and onto I- 440/US 64, and terminating north of the I-440 interchange with US 64/US 264. The Area 3 project begins near the I- 40/440 interchange (Station 444+00) and continues northeast to the end of the project, just north of the I-440 interchange with US 64/US 264 (Station 628+60). Construction activities associated with the Area 3 project include pavement reconstruction, minor modifications to existing fill slopes associated with the pavement reconstruction, storm drain system pipe replacement, maintenance and protection of existing drainage structures, culvert preservation/slip lining, sediment removal from culverts and streams, temporary stream dewatering, and stream bank stabilization. All practical alternatives will be utilized to minimize the project footprint associated with the pavement reconstruction project. Standard road building equipment such as trucks, dozers, backhoes, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Jim Mason (I-5311); Elizabeth Workman- Maurer (I-5338) Agency/Consultant Company: NCDOT (I-5311); RK&K (I- 5338) Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. I-5311 Preliminary JD issued April 19, 2013 and updated on October 2, 2013; I-5338 Approved JD issued on April 1, 2013. JDs were provided with the previously-submitted MOT permit application. 3 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. A Neuse River Riparian Buffer Authorization and North Carolina State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters have been requested for the initial Maintenance of Traffic (MOT) project. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. This reconstruction project is comprised of three smaller projects, each of which will be permitted separately. The three smaller projects include: 1) the initial 3-lane maintenance of traffic (MOT) temporary widening project, 2) the Area 3 project, which begins near the I-40/440 interchange (Station 444+00) and continues northeast to the end of the project, just north of the I-440 interchange with US 64/US 264 (Station 628+60), and 3) the final project consisting of Areas 1, 2A, and 2B, beginning at Station 19+02 near the I-40/US 64/US 1 interchange and continuing east to Station 444+00, just west of the I-40/440 interchange. A Neuse River Riparian Buffer Authorization and North Carolina State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters were previously requested for the initial MOT project. The current Section 404/401 permit application and Neuse River Riparian Buffer Authorization request are for the Area 3 project. Subsequent applications/modifications will be submitted for Areas 1, 2A, and 2B as project design progresses. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. 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. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Yes No Corps DWQ Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ Site 5 P T Yes No Corps DWQ Site 6 P T Yes No Corps DWQ 2g. Total wetland impacts Perm.: 0 ac. Temp.: 0 ac. 2h. Comments: A total of 0.05 acres of hand clearing will occur at Site 3202 within riparian wetland WGH. Work in this area will occur on mats. 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. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T PER INT Corps DWQ Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ Site 5 P T PER INT Corps DWQ Site 6 P T PER INT Corps DWQ 3h. Total stream and tributary impacts Perm:45 LF Temp:831 LF 3i. Comments: See the attached stream impact table for site-by-site impacts. 5 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. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts Perm.: 0 Temp.: 0 4g. Comments: No open water impacts will result from the Area 3 project. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed 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 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 any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 45,826 23,905 6i. Comments: See the attached buffer impact table for site-by-site impacts. 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. For the Area 3 project, jurisdictional impacts to wetlands have been avoided. Jurisdictional stream impacts have been minimized to only those impacts associated with the maintenance and protection of existing drainage structures and to areas requiring bank stabilization. Sediment removal within the culverts and streams has been limited only to the areas required to achieve positive drainage. A majority of buffer impacts have also been minimized to affect only those areas where maintenance and protection of existing structures will occur. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices (BMP) and measures will be used to reduce stormwater impacts to receiving waters and minimize erosion and runoff from the construction sites. Where feasible, all equipment and material staging areas will be located outside of protected riparian buffers, wetlands, and streams and will be located within uplands. 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 If no, explain: 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: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 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: 0 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The Jeffrey's Warehouse Mitigation Site will be used to offset mitigable stream impacts (10 lin. ft. @ 2:1 = 20 lin. ft. of mitigation) and buffer impacts (see impacts below) associated with these projects. 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. Please see the attached Jeffrey's Warehouse Mitigation Site Debit Ledger 8 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 buffer mitigation? Yes No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 N/A 0 3 (2 for Catawba) 0 Zone 2 Parallel Impacts 2,574 1.5 3,861 6f. Total buffer mitigation required: 3,861 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). Permittee responsible mitigation will be used to offset mitigable buffer impacts for this project. Please see the Jeffrey's Warehouse Mitigation Site Debit Ledger. 6h. Comments: 9 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 within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: See attached permit drawings. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 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: See attached Stormwater Management Plan. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No n/a 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. 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.) Comments: Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes No 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. The proposed pavement reconstruction project will modernize and improve existing transportation facilities but will not increase traffic volumes or result in additional development. Therefore, a detailed indirect or cumulative effects study will not be necessary. 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. n/a 11 3a.3b.3c.3d.3e.3f.3g. Site Number TIP #Stream Impact Permanent (P) or Temporary (T) Type of Impact Stream Name Perennial (PER) or Intermittent (INT)? Type of jurisdiction (Corps-404, 10 DWQ-non-404, other Average Stream Width (feet) Impact Length (linear feet) 3201 I-5338 T Dewatering UT Walnut Creek (SZ)INT Corps - 404 7 224 3202 I-5338 T Dewatering UT Walnut Creek (SBB)INT Corps - 404 3 73 3301 I-5338 T Dewatering UT Walnut Creek (SAA)PER Corps - 404 4 28 3301 I-5338 P Permanent Fill UT Walnut Creek (SAA)PER Corps - 404 4 10 3701 I-5311 T Dewatering UT Walnut Creek (SI)INT Corps - 404 5 240 3701 I-5311 P Bank Stabilization UT Walnut Creek (SI)INT Corps - 404 5 10 3702 I-5311 T Dewatering UT Walnut Creek (SH)INT Corps - 404 5 60 3702 I-5311 P Bank Stabilization UT Walnut Creek (SH)INT Corps - 404 5 10 3801 I-5311 T Dewatering UT Walnut Creek (SM)PER Corps - 404 5 70 3801 I-5311 P Bank Stabilization UT Walnut Creek (SM)PER Corps - 404 5 5 3802 I-5311 T Dewatering UT Crabtree Creek (SG)INT Corps - 404 4 22 3901 I-5311 T Dewatering UT Crabtree Creek (SF)PER Corps - 404 2 40 4001 I-5311 T Dewatering UT Crabtree Creek (SE)PER Corps - 404 4 56 4001 I-5311 P Bank Stabilization UT Crabtree Creek (SE)PER Corps - 404 4 10 Temp:813 Perm:45 3i. Comments:Temporary dewatering is required for the maintenance and protection of existing drainage structures and sediment removal within the culverts and streams to achieve positive drainage. Stream Impact Table 3h.Total Stream and Tributary Impacts 6b.6c.6d.6e.6f.6g. Site Number TIP #Buffer Impact Permanent (P) or Temporary (T) Reason for Impact Stream name Buffer mitigation required? Zone 1 impact (square feet) Zone 2 impact (square feet 3201 I-5338 P Protection of Existing Structure Unnamed Trib to Walnut Creek (SZ)No 7490 2324 3202 I-5338 P Protection of Existing Structure Unnamed Trib to Walnut Creek (SBB)No 3321 2566 3301 I-5338 P Protection of Existing Structure Unnamed Trib to Walnut Creek (SAA)No 4232 3991 3601 I-5311 P Road Crossing Walnut Creek No 2848 2014 3602 I-5311 P Parallel Unnamed Trib to Walnut Creek (SJ)Yes 0 2574 3701 I-5311 P Protection of Existing Structure Unnamed Trib to Walnut Creek (SI)No 8599 1188 3702 I-5311 P Protection of Existing Structure Unnamed Trib to Walnut Creek (SH)No 3001 429 3801 I-5311 P Protection of Existing Structure Unnamed Trib to Walnut Creek (SM)No 6066 3186 3802 I-5311 P Protection of Existing Structure Unnamed Trib to Crabtree Creek (SG)No 3356 2078 3901 I-5311 P Protection of Existing Structure Unnamed Trib to Crabtree Creek (SF)No 782 560 4001 I-5311 P Protection of Existing Structure Unnamed Trib to Crabtree Creek (SE)No 5525 2897 4101 I-5311 P Bridge Crabtree Creek No 606 98 4582623905 6i. Comments 6h.Total Buffer Impacts Buffer Impacts Table COMPENSATORY MITIGATION The Jeffrey’s Warehouse Mitigation Site is located in HUC 03020201 and was originally constructed as on-site mitigation for R-1030 (US 117 from south of NC 581 in Goldsboro to the US 264 Bypass in Wilson). There are two parcels associated with this mitigation site. The west parcel (approximately 50.2 acres) is bounded on the northwest by the Little River and on the southeast by the US 117 right-of-way. The east parcel (approximately 37.5 acres) is bounded on the northwest by the US 117 right-of-way, on the northeast by a Wayne County Board of Education school bus maintenance shop, and on the east and southeast by private property. The site was constructed in 2006 and has undergone five years of hydrologic and vegetative monitoring. Mitigation for this project is proposed to be provided by the North Carolina Department of Transportation, which is an allowable option per the Federal Mitigation Rule, 33 CFR chapter II 332.3 (b) (1)-(6). The NCDOT has been providing mitigation for road projects for almost 20 years and has established a record of acquiring, designing, and constructing successful mitigation sites with over 225 closed out sites protected in perpetuity either through fee-simple ownership or conservation easements throughout the state. Remaining, available credits on these and other post-construction mitigation sites are tracked on the NCDOT’s On-site Debit Ledger (ODL). Therefore, ODL mitigation proposals involve sites that are constructed and functioning prior to the impacts resulting in a reduced temporal lag and reduced uncertainty about project success. In addition to location and availability, the cost of the compensatory mitigation project is another general consideration when determining the most appropriate mitigation option. Acquiring advance mitigation from EEP would not be fiscally responsible when the Department has available assets on the ODL. NCDOT proposes the use of Jeffrey’s Warehouse Mitigation Site as environmentally preferable to other options, which is consistent with the criteria set forth in 332.3(a) (1) of the Rule. Jeffrey’s Warehouse Mitigation site will be debited 20 linear stream feet and 3,861 sq. ft. of buffer mitigation for I-5311/I-5338 Area 3. JEFFREYS WAREHOUSE ONSITE DEBIT LEDGER HUC Mitigation Type Starting Amount Additional Notes 3020201 Stream Restoration 3731 Linear Feet 3020201 Riverine Wetland Restoration 3.66 Acres 3020201 Riverine Wetland Preservation 12.36 Acres 3020201 Buffer Restoration 316507 Square Feet 3020201 Non Riverine Wetland Restoration 16.23 Acres Mitigation Type Debit Amount (Linear Feet) Site TIP Action ID# Stream Restoration 452 B-3528 262ft@2:1 2008-00153 Stream Restoration 61 U-4011 2005-20914 Stream Restoration 25 U-3344A 2003-20445 Stream Restoration 279 EB-4993 2011-00602 Stream Restoration 174 R-3825a 2011-01695 Stream Restoration 63 B-4785 2013-01010 Stream Restoration 20 I-5311/I-5338 Area 3 (2:1 ratio) Mitigation Type Debit Amount (Acres) Site TIP Action ID# Riverine Wetland Restoration 2.49 R-2814A&B 2008-01316 Riverine Wetland Restoration 0.21 R-2554A Mitigation Type Debit Amount (Acres) Site TIP Action ID# Riverine Wetland Preservation 3.05 R-2814A&B 2008-01316 Riverine Wetland Preservation 8.61 R-2554A 2008-00252 Mitigation Type Debit Amount (Acres) Site TIP Action ID# Non Riverine Wetland Restoration 2.76 R-2719A 2008-02460 Non Riverine Wetland Restoration 0.92 B-4304 2004-20510 Non Riverine Wetland Restoration 1.96 R-2814A&B 2008-01316 Mitigation Type Debit Amount (Square Feet) Site TIP Action ID# Buffer Restoration 38648 B-4300 2004-20705 Buffer Restoration 161453 R-2719A 2008-02460 Buffer Restoration 3653 B-4304 2004-20510 Buffer Restoration 16398 B-4592 2008-02056 Buffer Restoration 24458 U-4703 2005-20126 Buffer Restoration 45558 U-3344A 2003-20445 Buffer Restoration 11393 Div Proj. SR 1340 2C.054015 2010-00420 Buffer Restoration 2199 DIV Proj SR1204 WBS # 4C.096071 Buffer Restoration 3,861 I-5311/I5338 Area 3 (1.5:1 ratio) (Version 1.2; Released September 2011) I-5338/I/5311 County(ies):Wake Page 1 of 4 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Supplemental:See Environmental Summary Primary: See Environmental Summary Neuse See Environmental Summary dan.robinson@kimley-horn.com -L3- (after I40/440 interchange): 4 @ 12' lanes divided by a retained existing median barrier and 10' to 11' interior shoulders and 14' outside shoulders with lateral and cut ditches where necessary -L3- (after I40/440 interchange): 4 @ 12' lanes divided by median barrier and 10' to 11' interior shoulder and 11' outside shoulders with lateral and cut ditches Neuse NCDWQ Stream Index No.: Project/TIP No.: NCDOT Contact: Project No.:I-5338/I/5311 Contractor / Designer: lbrooks@ncdot.gov Raleigh, NC 27610 General Project Information Address: 11/22/2013 3001 Weston Parkway 1020 Birch Ridge Road Cary, NC 27513 North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Lonnie Brooks Roadway Widening ac. General Project Narrative:The Design-Build project combining I5338 and I5311 consists of pavement reconstruction of I-40/440 from the I-40/US 64 Interchange west of SR 1319 (Jones Franklin Road) continuing along I-440/US 64 to north of US 64/US 264. This Storm Water Management Plan pertains to Area 3 of the project and is located in Wake County. Area 3 begins from Sta. 444+00 -L1- (immediately before the I40/440 interchange) and continues northeast to the end of the project just north of US 64/US 264 interchange. The majority of Area 3 is the replacement of the road surface with very little increase in total impervious area and storm drain systems to be replaced at the same location with the same size pipes as the existing storm drain system. BMPs were used where ever possible to minimize the effects of stormwater runoff from the project. Although the majority of the project consists of replacing existing storm drain system in place, any new pipe system outfalls were stategically located to not outlet into wetlands/buffers and incorporated BMPs for treatment where practical. Typical Cross Section Description: References 126,025 64.40 Average Daily Traffic (veh/hr/day): ac. Other Stream Classification: Kimley-Horn and Associates City/Town: 919-677-2000 NCDOT - Transportation Program Management Unit Address: Raleigh 919-707-6619 Wake No See Environmental Summary NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: See Environmental Summary Buffer Rules in Effect Project Description See Environmental Summary Surrounding Land Use:Urban3.496 mi. (Area 3 only) 184,600 62.60Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): (Version 1.2; Released September 2011) I-5338/I/5311 County(ies):Wake Page 2 of 4 Sheet No. Station (From / To) Feature Impacted Water / Wetland / Buffer Type Receiving Surface Water Name NRTR Map ID NCDWQ Stream Index NCDWQ Surface Water Classification 303(d) Impairments Type of Impact Existing SCM 460+68 -L2LT- 462+81 -L2LT- 460+26 -L2LT- 462+96 -L2LT- 469+75 -L2LT- 470+58 -L2LT- 469+75 -L2LT- 470+57 -L2LT- 469+42 -L2LT- 470+88 -L2LT- 485+60 -L2LT- 485+70 -L2LT- 484+80 -L2LT- 485+76 -L2LT- 525+87 -L3- 527+45 -L3- 527+99 -L3- 530+91 -L3- 539+49 -L3- 539+90 -L3- 539+66 -L3- 540+43 -L3- 550+87 -L3- 552+24 -L3- 550+77 -L3- 552+40 -L3- 561+10 -L3- 564+09 -L3- 13+82 -RP15B- 19+50 -RP15C- 577+44 -L3- 577+81 -L3- 18+80 -RP15A- 17+81 -RP15A- Unnamed Trib to Crabtree Creek C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW C, NSW Surface Water Impacts 3301 Unnamed Trib to Walnut Creek Unnamed Trib to Walnut Creek Unnamed Trib to Walnut Creek Unnamed Trib to Walnut Creek Neuse Neuse Intermittent Non-Tidal Freshwater Marsh Unnamed Trib to Walnut Creek Unnamed Trib to Walnut Creek Unnamed Trib to Walnut Creek 3201 Intermittent Aquatic life, Fish consumption Buffer N/A Clearing Aquatic life, Fish consumption Dewatering/ Bank stabilization Buffer3201 Neuse Walnut Creek Aquatic life, Fish consumption Aquatic life, Fish consumption Wetland 27-33-(10) 3202 Perennial Dewatering N/A Buffer3801 Buffer 27-33-(10) C, NSW C, NSW C, NSW Description of Minimization of Impacts or Mitigation Neuse All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. 3802 27-34-(4) 27-34-(4) Aquatic life, Fish consumption Aquatic life, Fish consumption Dewatering/ Bank stabilization Unnamed Trib to Walnut Creek Unnamed Trib to Walnut Creek Aquatic life, Fish consumption Clearing 27-34-(4) Aquatic life, Fish consumption Aquatic life, Fish consumption Unnamed Trib to Walnut Creek Proposed SCM N/A N/A N/A North Carolina Department of Transportation Highway Stormwater Program 27-34-(4)Aquatic life, Fish consumption Clearing3301 Clearing27-34-(4) 27-34-(4) 27-34-(4) 27-34-(4) N/A27-34-(4) Unnamed Trib to Walnut Creek Unnamed Trib to Walnut Creek Unnamed Trib to Walnut Creek Unnamed Trib to Crabtree Creek N/A Dewatering/ Bank stabilization 27-34-(4) Clearing Aquatic life, Fish consumption Unnamed Trib to Walnut Creek 3702 3701 3601 Neuse 3701 Neuse Buffer Stream Buffer Intermittent Stream 27-34-(4) 27-34-(4)Dewatering Aquatic life, Fish consumption 3702 Buffer Neuse 3202 Buffer Stream Intermittent 3802 Stream Stream Perennial Intermittent Neuse Clearing Clearing27-34-(4) Aquatic life, Fish consumption Clearing Aquatic life, Fish consumption Clearing 27-34-(4)Aquatic life, Fish consumption Dewatering/ Bank stabilization Stream Aquatic life, Fish consumption Fill3602BufferNeuse27-34-(4) 3202 Dewatering Aquatic life, Fish consumption Project/TIP No.: * List all stream and surface water impact locations regardless of jurisdiction or size. Project Environmental Summary Stream 3801 Equalizer Pipes to be noted as a minimization of impacts. References N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS (Version 1.2; Released September 2011) I-5338/I/5311 County(ies):Wake Page 3 of 4 Sheet No. Station (From / To) Feature Impacted Water / Wetland / Buffer Type Receiving Surface Water Name NRTR Map ID NCDWQ Stream Index NCDWQ Surface Water Classification 303(d) Impairments Type of Impact Existing SCM 589+25 -L3- 589+50 -L3- 589+31 -L3- 590+10 -L3- 599+36 -L3- 599+47 -L3- 599+03 -L3- 14+60 -RP16B- 622+18 -L3- 622+69 -L3- Unnamed Trib to Crabtree Creek Unnamed Trib to Crabtree Creek North Carolina Department of Transportation 3901 Clearing Description of Minimization of Impacts or Mitigation References Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. C, NSW C, NSW C, NSW Buffer Stream Neuse Project Environmental Summary C, NSW 4001 Buffer Neuse Unnamed Trib to Crabtree Creek Aquatic life, Fish consumption 4001 Project/TIP No.: Stream Dewatering/ Bank stabilization Aquatic life, Fish consumption C, NSW ClearingAquatic life, Fish consumptionCrabtree Creek4101 DewateringAquatic life, Fish consumption27-33-(10) Highway Stormwater Program 27-33-(10) Perennial N/A N/A Unnamed Trib to Crabtree Creek 27-33-(10) 27-33-(10) Surface Water Impacts N/A Aquatic life, Fish consumption N/A Clearing 3901 * List all stream and surface water impact locations regardless of jurisdiction or size. 27-33-(10) Buffer Neuse N/A Proposed SCM Perennial STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS (Version 1.2; Released September 2011) I-5338/I/5311 County(ies):Wake Page4 of 4 Sheet No.Station Energy Dissipator Type Riprap Type Drainage Area (ac) Q10 (cfs) V10 (fps) * Refer to the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), NCDOT Standard Details, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. 35 North Carolina Department of Transportation Highway Stormwater Program 1.28Class 'B'7.2 Preformed Scour Holes and Energy Dissipators 3.3 1.40.59 Pipe/Structure Dimensions (in) Pipe Conveyance Structure 15 Project/TIP No.: PFSH Class 'B' 518+38 -L3-1.818 Pipe39593+00 -L3-PFSH Additional Comments Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC-14 (July 2006), been met and verified, as applicable? If No, provide further explanantion of why design criteria was not met. STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS YES NO Copyright (C) 2009 MyTopo 07 8 ° 4 4 ' 0 0 . 0 0 " W 07 8 ° 4 4 ' 0 0 . 0 0 " W 07 8 ° 4 0 ' 0 0 . 0 0 " W 07 8 ° 4 0 ' 0 0 . 0 0 " W 078° 36' 00.00" W 078° 36' 00.00" W 035°49'00.00"N 035°49'00.00"N 035°48'00.00"N 035°48'00.00"N 035°47'00.00"N 035°47'00.00"N 035°46'00.00"N 035°46'00.00"N 035°45'00.00"N 035°45'00.00"N 00.00"N 00.00"N SC A L E 1 : 5 0 0 0 0 0 10 0 0 0 20 0 0 0 30 0 0 0 FE E T NS BE G I N A R E A 3 44 4 + 0 0 - L 1 - END AREA 3 628+60 -L3- Ha n d Ex i s t i n g E x i s t i n g Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n St r u c t u r e Fi l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) Si z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 32 0 1 46 0 + 6 8 / 4 6 1 + 6 7 - L 2 L T - 46 2 + 5 2 / 4 6 2 + 8 1 - L 2 L T - 30 " R C P / 2 @ 4 2 " R C P 0. 0 4 2 2 4 32 0 2 46 9 + 7 5 / 4 7 0 + 5 8 - L 2 L T - 54 " R C P 0. 0 5 <0 . 0 1 73 33 0 1 4 8 5 + 6 0 / 4 8 5 + 7 0 - L 2 L T - 48 " R C P <0 . 0 1 < 0 . 0 1 1 0 2 8 37 0 1 53 9 + 4 9 / 5 3 9 + 9 0 - L 3 - 48 " R C P 0. 0 3 2 4 0 37 0 1 53 9 + 4 9 / 5 3 9 + 9 0 - L 3 - BA N K S T A B I L I Z A T I O N <0 . 0 1 10 37 0 2 55 0 + 8 7 / 5 5 1 + 0 1 - L 3 - 55 2 + 0 3 / 5 5 2 + 2 4 - L 3 - 24 " R C P / C M P <0 . 0 1 6 0 37 0 2 55 0 + 8 7 / 5 5 1 + 0 1 - L 3 - BA N K S T A B I L I Z A T I O N <0 . 0 1 10 38 0 1 56 1 + 1 0 / 5 6 1 + 3 0 - L 3 - 56 3 + 9 4 / 5 6 4 + 0 9 - L 3 - 48 " / 4 2 " C M P <0 . 0 1 7 0 38 0 1 56 1 + 1 0 / 5 6 1 + 3 0 - L 3 - BA N K S T A B I L I Z A T I O N <0 . 0 1 5 38 0 2 57 7 + 4 4 / 5 7 7 + 8 1 - L 3 - TW O 3 0 " C M P <0 . 0 1 2 2 39 0 1 58 9 + 2 5 / 5 8 9 + 5 0 - L 3 - 48 " C M P <0 . 0 1 4 0 40 0 1 59 9 + 4 1 / 5 9 9 + 4 7 - L 3 - 59 9 + 3 6 / 5 9 9 + 4 6 - L 3 - 54 " C M P <0 . 0 1 5 6 40 0 1 59 9 + 4 1 / 5 9 9 + 4 7 - L 3 - BA N K S T A B I L I Z A T I O N <0 . 0 1 10 TO T A L S : 0. 0 5 < 0 . 0 1 0 . 0 9 4 5 8 1 3 AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 1 o f 1 12/6/2013 DI V I S I O N O F H I G H W A Y S WAKE COUNTY WB S - 4 6 2 6 5 . 3 . 1 ( I - 5 3 3 8 / I - 5 3 1 1 ) W E T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S SU R F A C E W A T E R I M P A C T S NC D E P A R T M E N T O F T R A N S P O R T A T I O N Copyright (C) 2009 MyTopo 07 8 ° 4 4 ' 0 0 . 0 0 " W 07 8 ° 4 4 ' 0 0 . 0 0 " W 07 8 ° 4 0 ' 0 0 . 0 0 " W 07 8 ° 4 0 ' 0 0 . 0 0 " W 078° 36' 00.00" W 078° 36' 00.00" W 035°49'00.00"N 035°49'00.00"N 035°48'00.00"N 035°48'00.00"N 035°47'00.00"N 035°47'00.00"N 035°46'00.00"N 035°46'00.00"N 035°45'00.00"N 035°45'00.00"N 00.00"N 00.00"N SC A L E 1 : 5 0 0 0 0 0 10 0 0 0 20 0 0 0 30 0 0 0 FE E T NS BE G I N A R E A 3 44 4 + 0 0 - L 1 - END AREA 3 628+60 -L3- RO A D CR O S S I N G B R I D G E PA R A L L E L IM P A C T ZO N E 1 (f t 2) ZO N E 2 (f t 2) TO T A L (f t 2) ZO N E 1 (f t 2) ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2) 32 0 1 R O A D W A Y 46 0 + 2 6 t o 4 6 2 + 9 6 - L 2 L T - 74 9 0 2 3 2 4 9 8 1 4 32 0 1 R O A D W A Y 45 7 + 5 0 t o 4 5 8 + 2 9 - L 2 R T - X 0 1 0 1 9 * 1 0 1 9 * 32 0 2 R O A D W A Y 46 9 + 4 2 t o 4 7 0 + 8 8 - L 2 L T - 33 2 1 2 5 6 6 5 8 8 7 33 0 1 R O A D W A Y 48 4 + 8 0 t o 4 8 5 + 9 4 - L 2 L T - 42 3 2 3 9 9 1 8 2 2 3 36 0 1 R O A D W A Y 52 5 + 8 7 t o 5 2 7 + 4 5 - L 3 - X 28 4 8 2 0 1 4 4 8 6 2 36 0 2 R O A D W A Y 52 7 + 9 9 t o 5 3 0 + 9 1 - L 3 - X 0 2 5 7 4 2 5 7 4 37 0 1 R O A D W A Y 53 9 + 6 6 t o 5 4 0 + 4 3 - L 3 - 85 9 9 1 1 8 8 9 7 8 7 37 0 2 R O A D W A Y 55 0 + 7 7 t o 5 5 2 + 4 0 - L 3 - 30 0 1 4 2 9 3 4 3 0 38 0 1 R O A D W A Y 13 + 8 2 t o 1 4 + 9 3 - R P 1 5 B - 18 + 9 2 t o 1 9 + 5 0 - R P 1 5 C - 60 6 6 3 1 8 6 9 2 5 2 38 0 2 R O A D W A Y 18 + 8 0 t o 1 7 + 8 1 - R P 1 5 A - 33 5 6 2 0 7 8 5 4 3 4 39 0 1 R O A D W A Y 58 9 + 3 1 t o 5 9 0 + 1 0 - L 3 - 78 2 5 6 0 1 3 4 2 40 0 1 R O A D W A Y 59 9 + 0 3 t o 5 9 9 + 5 8 - L 3 - 13 + 6 1 t o 1 4 + 6 0 - R P 1 6 B - 55 2 5 2 8 9 7 8 4 2 2 41 0 1 R O A D W A Y 62 2 + 1 8 t o 6 2 2 + 6 9 - L 3 - X 60 6 9 8 7 0 4 TO T A L : 45 8 2 6 2 1 3 3 1 6 7 1 5 7 0 2 5 7 4 2 5 7 4 *I m p a c t s s h o w n w e r e p r e v i o u s l y p e r m i t t e d o n M O T ( M a i n t e n a n c e o f T r a f f i c ) B u f f e r P e r m i t an d a r e n o t i n c l u d e d i n t h e t o t a l i m p a c t s f o r A r e a 3 SHEET 1 OF 1PROJECT: 46265.3.1 (I5338/I5311)12/6/2013N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY IM P A C T BU F F E R I M P A C T S S U M M A R Y TY P E SI T E N O . ST R U C T U R E S I Z E / TY P E ST A T I O N (F R O M / T O ) AL L O W A B L E MITIGABLEBUFFERREPLACEMENT PR O T E C T I O N O F E X I S T I N G S T R U C T U R E PR O T E C T I O N O F E X I S T I N G S T R U C T U R E PR O T E C T I O N O F E X I S T I N G S T R U C T U R E PR O T E C T I O N O F E X I S T I N G S T R U C T U R E PR O T E C T I O N O F E X I S T I N G S T R U C T U R E PR O T E C T I O N O F E X I S T I N G S T R U C T U R E PR O T E C T I O N O F E X I S T I N G S T R U C T U R E PR O T E C T I O N O F E X I S T I N G S T R U C T U R E PR O T E C T I O N O F E X I S T I N G S T R U C T U R E Rev. May 2006 ZO N E 1 (f t 2) ZO N E 2 (f t 2) 32 0 2 46 9 + 7 5 / 4 7 0 + 5 7 - L 2 L T - 17 8 0 28 TO T A L : 17 8 0 28 WE T L A N D S I N B U F F E R I M P A C T S S U M M A R Y SHEET 1 OF 1WBS - 46265.3.1 (I-5338/I-5311)11/14/2013N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY WE T L A N D S I N BU F F E R S SI T E N O . ST A T I O N (F R O M / T O ) Rev. Jan 2009