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HomeMy WebLinkAbout20091182 Ver 1_Application_20091105 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR may;:?; . 9 rT cc n EUGENE A. CONTI, JR. SECRETARY November 3, 2009 U. S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 A', Mr. David Baker ®91182 NCDOT Coordinator Subject: Application for Section 404 Nationwide Permits 23, 33 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 37 over Hopper Creek on NC 226 in McDowell County, Federal Aid Project No. BRSTP-226(9); Division 14; TIP No. B-4190 $240.00 debit WBS 33537.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 37 over Hopper Creek on NC 226 with a culvert. There will be 62 linear feet of permanent impact to Hopper Creek due to installation of a three barrel (12 ft. x 11 ft.) box culvert and 48 linear feet of permanent impact due to bank stabilization. An additional 0.04 acre of temporary impact will occur due to the placement of an on-site detour and dewatering of Hopper Creek during installation of the box culvert. Please see enclosed copies of the Pre-Construction Notification (PCN), jurisdictional determination form, stormwater management plan, permit drawings and design plans for the above mentioned project. A request to EEP has been sent for mitigation of the 62-foot culvert. The acceptance letter is pending. The Categorical Exclusion (CE) was completed in September 2005 and a Right of Way Consultation was completed in June 2009. Copies of these were distributed shortly thereafter. Additional copies are available upon request. Please note that this project is an accelerated bridge project on NCDOT's Maintenance of Effort list. The NCDOT Administration has deemed these projects highest priority. This project calls for a letting date of June 15, 2010 and a review date of April 27, 2010; however, the let date may advance as additional funding becomes available. MAILING ADDRESS: TELEPHONE: 919-431-2000 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919431-2002 4701 ATLANTIC AVENUE PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS SUITE 116 1598 MAIL SERVICE CENTER WEBSITE: WWW.NCOOT.ORG RALEIGH NC 27604 RALEIGH NC 27699-1598 A copy of this permit application will be posted on the NCDOT Website at: http://www.ncdot.org/doh/preconstruct/pe/. If you have any questions or need additional information, please call Jason Dilday at (919) 431-6693. Sincere , Gre ory J. Thorpe, Ph.D. Environmental Management Director, PDEA W/attachment Mr. Brian Wrenn, NCDWQ (5 Copies) Ms. Marella Buncick, USFWS Ms. Marla Chambers, NCWRC W/o attachment (see website for attachments) Dr. David Chang, P.E., Hydraulics Mr. Victor Barbour, P.E., Project Services Unit Mr. Greg Perfetti, P.E., Structure Design Mr. Mark Staley, Roadside Environmental Mr. J.J. Swain, P.E. (Div. 13), Division Engineer Mr. Roger Bryan (Div. 13), DEO Mr. Jay Bennett, P.E., Roadway Design Mr. Majed Alghandour, P. E., Programming and TIP Mr. Art McMillan, P.E., Highway Design Mr. Scott McLendon, USACE, Wilmington Ms. Beth Harmon, EEP Mr. Phillip Ayscue, NCDOT External Audit Branch Mr. Vincent J. Rhea, PE, PDEA Project Planning Engineer 2 O ?C) q JW? j? A J yT??E- R? \pG 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 la. Type(s) of approval sought from the Corps: ®Section 404 Permit ? Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 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 le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ? Yes N 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. N Yes ? No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In below. ? Yes N 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: Replacment of Bridge 37 over Hopper Creek on NC 226 2b. County: McDowell 2c. Nearest municipality / town: Dysartsville 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4190 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) 431-6693 3g. Fax no.: (919) 431-2002 31h. Email address: jldilday@ncdot.gov 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:l I I 5e. Telephone no.; 5f. Fax no.: 5g. Email address:) I 2 B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.59674 Longitude: - 81.85977 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 6.8 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Hopper Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Catawba 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: Agricultural with minor residential development. 3b. List the total estimated acreage of all existing wetlands on the property: 0.0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 225 feet perennial (Hopper Creek) 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge (Sufficiency rating of 42.6 out of 100 in 2005). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 76-foot long, three span bridge with a 3-barrel (12' x 11') box culvert. Standard road building equipment, such as trucks, dozers, 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: No JD was needed. Hopper Creek is a perennial stream. 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): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 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. 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. Y C. Proposed Impacts Inventory 1. Impacts Summary la. 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-004, other) (acres) Temporary T Site l ? P ? T ? Yes ? Corps ? No ? DWQ Site 2 ? P ? T ? Yes ? Corps ? No ? DWQ Site 3 ? P ? T ? Yes ? Corps ? No ? DWQ Site 4 ? P ? T ? Yes ? Corps ? No ? DWQ Site 5 ? P ? T ? Yes ? Corps ? No ? DWQ Site 6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts X Permanent X Temporary 2h. Comments: 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 Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ - non404, (feet) other) Site 1 ® P ? T Box Culvert Hopper Creek ® PER ? INT ® Corps ? DWQ 13 62 Site 2 ® P El T Bank Stabilization at Hopper Creek ® PER ® Corps 13 48 Culvert E] INT C3 DWQ Site 3 ? P ® T Dewatering and On-site Hopper Creek ®PER Corps 13 80 Detour ? INT ? DWQ (0.04 acre) Site 4 ? P ? T ? PER ? Corps ? INT ? DWQ Site 5 ? P ? T ? PER ? Corps ? INT ? DWQ Site 6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 110 Perm 80 Temp 4 5i. Comments: Temporary impacts to Hopper Creek due to installation of culvert and on-site detour equals 0.04 acres. 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 individual) list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number - waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary T 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 0. Total open water impacts X Permanent X Temporary 4g. Comments: 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 (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 51h. 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): 51k. Method of construction: 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 mitig ation, 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 for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary T required? B1 ?P?T ?Yes ? No B2 ?P?T ?Yes ? No B3 ?P?T ?Yes ? No 6h. Total buffer impacts 6i. Comments: 6 D. Impact Justification and Mitigation . 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Replacing a structurally deficient bridge with a structure that is safer for commuters. Placement of box culvert will reduce cost of maintanence. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction technique s. Rip rap for bank stabilization will be kept at a minimum and will only be used to protect the culvert. 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 i 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: 62 linear feet 4c. If using stream mitigation, stream temperature: ® warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: Mitigation is for the placement of the box culvert replacing the current bridge. 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. 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 61b. 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 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). 6h. Comments: 8 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ®No within one of the NC Riparian Buffer Protection Rules? 1b. 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? 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, na rrative description of the plan: See attached permit drawings. ? 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? not applicable ? Phase II 31b . 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 4a . Which of the following state-implemented stormwater management programs apply ? HOW (check all that apply): ? ORW ? 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? 0 Yes ? No F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federal/state/local) funds or the ®Yes ? No use of public (federal/state) land? 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 ® Yes ? No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 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.) ® Yes ? No 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 additional development, which could impact nearby downstream water quality? ® 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. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. 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. not applicable 10 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? 5c. If yes, indicate the USFWS Field Office you have contacted. ? Raleigh ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS web page of T/E species for McDowell County and the NHP database of element occurrences. 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? NMFS County Index 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? NEPA Documentation 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: NCDOT Hydraulics coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps Dr. Gregory J. Thorne, Ph D ?. I (- 3'07 A li /A ' D pp cant gent s Printed Name App scant/ ent's Signature ate (Agent's signature is valid only if an authorization letter from the applicant is rovided. II NcfeeK Geek APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): B. DISTRICT OFFICE, FILE NAME, AND NUMBER: B4190 (Replacement of Bridge No. 37 on NC 226 over Hopper Creek) C. PROJECT LOCATION AND BACKGROUND INFORMATION: State:NC County/parish/borou,h: McDowell City: Dysartsville Center coordinates of site (]at/long in degree decimal format): Lat. 35.59674° N Long. 81.85977'0 W. Universal Transverse Mercator: Name of nearest waterbody: Hopper Creek Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: South Fork New River Name of watershed or Hydrologic Unit Code'HUC): 05050001 ® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. ? Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a different J D form. D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ? Office (Desk) Determination. Date: Field Determination. Date(s): SECTION II: SUMMARY OF FINDINGS I? A. BHA SECTION 10 DETERMINATION Cf JURISDICTION. There Are no "navigable waters of the U.S." wi n Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area [Required] Waters sutiject to the ebb and flow of 11 tide. Waters are presently used, or have be sed in the past, or may be susceptible for use to transport interstate or foreign commerce. Explain: 1 B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Aie "waters ojthe U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. (Required] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply): t TNWs, including territorial seas rL- Wetlands adjacent to TNWs a Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs Non-RPWs that flow directly or indirectly into TNWs Wetlands directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs 0 Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs Impoundments ofjurisdictional waters Q Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non-wetland waters: 250 linear feet: 13 width Ht) and/or acres. Wetlands: acres. c. Limits (boundaries) of jurisdiction based on Esialillsh&I by OHWM; Elevation of established OHWM (if known): 2. Non-regulated waters/wetlands (check if applicable) Q Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: Boxes checked below shall be supported by completing the appropriate sections in Section III below. ' For purposes of this form, an RPW is defined as a tributary that is not a TN W and that typically flows year-round or has continuous flow at least "seasonally" (e.g., typically 3 months). t Supporting documentation is presented in Section III. F. SECTION III: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.I and 2 and Section III.D.I.; otherwise, see Section HLB below. 1. TNW Identify TNW: Summarize rationale supporting determination: 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is "adjacent": B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANIJ: This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos hava been met. The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) a d a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a. will req ire additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for the tributary, Section II I.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section IILC below. 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: PiekEiii Drainage area: J ick_Lfei Average annual rainfall: inches Average annual snowfall: inches (it) Physical Characteristics: (a) Relationshio with TNW ® Tributary flows directly into TNW. ? Tributary flows through Pick Lief tributaries before entering TNW. Project waters are Piiek List river miles from TNW. Project waters are Piek I.iif river miles from RPW. Project waters are Pick Llii aerial (straight) miles from TNW. Project waters are Pick tilst aerial (straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: Identify flow route to TNWs: Tributary stream order, if known: ' Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and West. s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. (b) General Tributary Characteristics (check all that aoolv)? Tributary is: ? Natural ? Artificial (man-made). Explain: ? Manipulated (man-altered). Explain: Tributary properties with respect to top of bank (estimate): Average width: feet Average depth: feet Average side slopes: Piek Us"i. Primary tributary substrate composition (check all that apply): ? Silts ? Sands ? Concrete ? Cobbles ? Gravel ? Muck ? Bedrock ? Vegetation. Type/%cover: ? Other. Explain: Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Presence of run/riffle/pool complexes. Explain: Tributary geometry: PickLisf Tributary gradient (approximate average slope): % (c) flow: Tributary provides for: kkkiAi Estimate average number of flow events in review area/year: Pick List Describe flow regime: Other information on duration and volume: Surface flow is: Pick-Diit. Characteristics: Subsurface flow: PikkLfsd. Explain findings: ? Dye (or other) test performed: Tributary has (check all that apply): ? Bed and banks ? OHWM' (check all indicators that apply): ? clear, natural line impressed on the bank ? ? changes in the character of soil ? ? shelving ? ? vegetation matted down, bent, or absent ? ? leaf litter disturbed or washed away ? ? sediment deposition ? ? water staining ? ? other (list): ? Discontinuous OHWM.' Explain: If factors other than the OHWM were used to determ Q High Tide Line indicated by: Q ? oil or scum line along shore objects ? fine shell or debris deposits (foreshore) ? physical markings/characteristics ? tidal gauges ? other (list): the presence of litter and debris destruction of terrestrial vegetation the presence of wrack line sediment sorting scour multiple observed or predicted flow events abrupt change in plant community ne lateral extent of CW A jurisdiction (check all that apply) Mean High Water Mark indicated by: ? survey to available datum; ? physical markings; ? vegetation lines/changes in vegetation types. (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Explain: Identify specific pollutants, if known: "A natural or man-made discontinuity in the OHWM does not necessarily severjurisdiction (e.g., where the stream temporarily flows underground, or where the OH WM has been removed by development or agricultuml practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break. 'Ibid. (iv) Biological Characteristics. Channel supports (check all that apply): ? Riparian corridor. Characteristics (type, average width): ? Wetland fringe. Characteristics: ? Habitat for: ? Federally Listed species. Explain findings: ? Fish/spawn areas. Explain findings: ? Other environmentally-sensitive species. Explain findings: ? Aquatic/wildlife diversity. Explain findings: 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics: Properties: Wetland size: acres Wetland type. Explain: Wetland quality. Explain: Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non-TNW: Flow is: Pick Lisi. Explain: Surface flow is: PiekList Characteristics: Subsurface flow: PickList. Explain findings: ? Dye (or other) test performed: (c) Wetland Adiacency_Determination with Non-TNW: ? Directly abutting ? Not directly abutting ? Discrete wetland hydrologic connection. Explain ? Ecological connection. Explain: ? Separated by berm/barrier. Explain: (d) Proximity (Relationship) to TNW Project wetlands are Pick'UR river miles from TNW. Project waters are kic.Llst aerial (straight) miles from TNW. Flow is from: Piok'L Estimate approximate location of wetland as within the P WUSt floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). Explain: Identify specific pollutants, if known: (iii) Biological Characteristics. Wetland supports (check all that apply): ? Riparian buffer. Characteristics (type, average width): ? Vegetation type/percent cover. Explain: ? Habitat for: ? Federally Listed species. Explain findings: ? Fish/spawn areas. Explain findings: ? Other environmentally-sensitive species. Explain findings: ? Aquatic/wildlife diversity. Explain findings: 3. Characteristics of all wetlands adjacent to the tributary (if any) w All wetland(s) being considered in the cumulative analysis: N I M Approximately ( ) acres in total are being considered in the cumulative analysis. For each wetland, specify the following: Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/NJ Size (in acres) Summarize overall biological, chemical and physical functions being performed: C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TN Ws, or to reduce the amount of pollutants or flood waters reaching a TNW? • Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW? • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? • Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D: 2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section HID: 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section 111.13: D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: 0 TNWs: linear feet width (ft), Or, acres. El Wetlands adjacent to TNWs: acres. 2. RPWs that flow directly or indirectly into TNWs. Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perennial: Hopper Creek is a perennial stream and has a NCDWQ stream rating scores greater than 30. Q Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are jurisdictional. Data supporting this conclusion is provided at Section IILB. Provide rationale indicating that tributary flows seasonally: Provide estimates for jurisdictional waters in the review area (check all that apply): ® Tributary waters: 250 linear feet 13 width (ft). Other non-wetland waters: acres. Identify type(s) of waters: 3. Non-RPWss that flow directly or indirectly into TNWs. ? Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional waters within the review area (check all that apply): ? Tributary waters: linear feet width (ft). Other non-wetland waters: acres. Identify type(s) of waters: 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. ? Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: ? Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: Provide acreage estimates for jurisdictional wetlands in the review area: acres. 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TN Ws. ? Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TN W arejurisidictional. Data supporting this conclusion is provided at Section III.C. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs. Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional wetlands in the review area: acres. 7. Impoundments of jurisdictional waters.9 As a general rule, the impoundment of ajurisdictional tributary remains jurisdictional. Q Demonstrate that impoundment was created from "waters of the U.S.," or Demonstrate that water meets the criteria for one of the categories presented above (1-6), or 0 Demonstrate that water is isolated with a nexus to commerce (see E below). E. ISOLATED ]INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):" Q which are or could be used by interstate or foreign travelers for recreational or other purposes. Q from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. which are or could be used for industrial purposes by industries in interstate commerce. Interstate isolated waters. Explain: Other factors. Explain: Identify water body and summarize rationale supporting determination: 'See Footnote # 3. ' To complete the analysis refer to the key in Section III.D.6 of the Instructions] Guidebook. is Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. Provide estimates forjurisdietional waters in the review area (check all that apply): El Tributary waters: linear feet width (ft). Other non-wetland waters: acres. Identify type(s) of waters: Wetlands: acres. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): ? If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements. ? Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. ? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the "Migratory Bird Rule" (MBR). Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain: Other: (explain, if not covered above): Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis ofjurisdiction is the MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply): Q Non-wetland waters (i.e., rivers, streams): linear feet width (ft). Q Lakes/ponds: acres. E] Other non-wetland waters: acres. List type of aquatic resource: 0 Wetlands: acres. Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such a finding is required forjurisdiction (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet, width (ft). E] Lakes/ponds: acres. 0 Other non-wetland waters: acres. List type of aquatic resource: Q Wetlands: acres. SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked and requested, appropriately reference sources below): Q Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Q Data sheets prepared/submitted by or on behalf of the applicant/consultant. ? Office concurs with data sheets/delineation report. ? Office does not concur with data sheets/delineation report. >t Data sheets prepared by the Corps: Corps navigable waters' study: ? U.S. Geological Survey Hydrologic Atlas: ? USGS NHD data. ? USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name: Q USDA Natural Resources Conservation Service Soil Survey. Citation: Q National wetlands inventory map(s). Cite name: State/Local wetland inventory map(s): El FEMA/FIRM maps: 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) Q Photographs: ? Aerial (Name & Date): or ? Other (Name & Date): Previous determination(s). File no. and date of response letter: Applicable/supporting case law: Applicable/supporting scientific literature: Other information (please specify): B. ADDITIONAL COMMENTS TO SUPPORT JD: STORMWATER MANAGEMENT PLAN Project: 33537.1.1 TIP #: B-4190 McDowell County 10/23/2009 Hydraulics Project Manager: Roger Weadon, P.E. (MA Engineering), . Marshal Clawson, P.E. (NCDOT Hydraulics Unit) ROADWAY DESCRIPTION The project B-4190 consists of constructing a new 3@12'x11' Reinforced Concrete Box Culverts (RCBC) to replace existing Bridge # 32 in McDowell County on NC-226 over Hopper Creek. The total project length is 0.033 miles. The project creates impacts to Hopper Creek, which is located in the Catawba River Basin. The project drainage systems consist of roadside ditches and driveway culverts. Jurisdiction Stream: Hopper Creek ENVIRONMENTAL DESCRIPTION The project is located within the Catawba River Basin in McDowell County. Stream impacts have been minimized by the use steepening fill slopes at the culvert and utilizing two of the three barrels as floodplain culverts to minimize impacts to the stream. BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES The primary goal of Best Management Practices (BMPs) is to prevent degradation of the states surface waters by the location, construction and operation of the highway system. The BMPs are activities, practices and procedures taken to prevent or reduce stormwater pollution. The BMP measures used on this project to reduce stormwater impacts are: Overflow floodplain culvert Roadside ditches V dD c I C6 X P- N C if A Site Location ,360 LL 14 L y 'Q If' lee, J Z26 . . . . . . . . . . N B-4190 1,000 2,000 4,0W BRIDGE No. 37 Feet W-*E OVER HOPPER CREEK USGS Quad Map: Dysartsville s McDOWELL COUNTY Permit DraWng S?eet-j-of AW!!_?_E!jlneerllnq I Property Owners I Parcel Number Names Addresses 2 Scouts of America, Inc Route 1 Box 761 Nebo NC 28761 Shawn Douglas Stevens & Carol 409 Trinty Church 3 Ann Crosby Loop Nebo NC 28761 4 Harold P. McKinney Dairy Farm 1351 Dairy Drive Nebo NC 28761 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS McDowell COUNTY WBS - 33537. (B-4190) 10/16/2009 Permit Drawing :It 7-- of M E Z O o F G o o c' y ? O v m 3 m U F 2 U m O n Z O 4 n w a m U Z F W m s m T e Ci T r T r R 2 F o p f l C D! o m ?.r o Z U ? ? d? 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