20100107 Ver 1_Application_20100209

a
STATE OF NORTH CAROLINA
BEVERLY EAVES PERDUE
GOVERNOR
February 4, 2010
U. S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Mr. David Baker
NCDOT Coordinator
EUGENE A. CONTI, JR.
SECRETARY
X1®01®7
Subject: Application for Section 404 Nationwide Permits 12, 13 and Section 401
Water Quality Certification for the proposed replacement of Bridge No. 81
over Long Creek on SR 1117 (Moose Branch Road) in Graham County,
Federal Aid Project No. BRZ-1117(8); Division 14; TIP No. B-4122
5240.00 debit WBS 33475.1.1
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No.
81 over Long Creek on SR 1117. There will be 175 linear feet of permanent impact to Long
Creek due to bank stabilization and shoring up under the bridge. The bank stabilization will
occur due to the widening of Long Creek at Bridge No. 81. Long Creek is constricted at the
bridge and a larger hydraulic conveyance is needed to accommodate FEMA flood plain
rules. An additional 132 square feet of permanent stream impact will occur due to the
placement of a bridge bent and utility piers. The construction of a bridge pier will constitute'
125 square feet. The construction of two utility piers will constitute 7 square feet.
Please see enclosed copies of the Pre-Construction Notification (PCN), Rapanos
jurisdictional determination form, stormwater management plan, permit drawings, utility
permit drawings and design plans for the above mentioned project. The Categorical
Exclusion (CE) was completed in April 2009 and distributed shortly thereafter. 'Additional
copies are available upon request.
Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be
required prior to authorization by the Corps of Engineers. By copy of this letter and
attachments, NCDOT hereby requests NCWRC review. NCDOT requests that NCWRC
MAILING ADDRESS: TELEPHONE: [phone] - LOCATION:
NC DEPARTMENT OF TRANSPoRTATION FAX: [phone] ATLANTIC AVENUE
PROJECT DEVELOPNIENT ANO ENVIRONMENTAL ANALYSIS - SUITE 116
1598 MAIL SERVICE CENTER WEBSITE: WWWNCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1598
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(•t`?,?,,? O
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DEPARTMENT OF TRANSPORTATION ?ZQ-
forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days
of receipt. of this application.
This project calls for a letting date of March 15, 2011 and a review date of January 25, 2011;
however, the let date may advance as additional funding becomes available.
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 [phone].
Sincerely,
/ Gregory J. orpe, Ph.D.
Environmental Management Director, PDEA
W/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Dr. Charles Nicholson, TVA
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. B. Setzer, P.E. (Div. 14), Division Engineer
Mr. Mark Davis (Div. 14), 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. Brenna Poole, PDEA Project Planning Engineer
2
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Office Use Only:
Corps action ID no.
DWO project no.
Form Version 1.3 Dec 10 2008
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
1 b. Specify Nationwide Permit (NWP) number: 12 13 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
Ia. 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
If. 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
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ®No
2. Project Information
2a. Name of project: Replacment of Bridge 81 over Long Creek on SR 1117
2b. County: Graham
2c. Nearest municipality / town: Robbinsville
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or stale
project no: B-4122
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.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]

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
la. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.25188 Longitude: - 83.811307
(DD.DDODDD) (-DD.DDDDDD)
1c. Property size: 3.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Long Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C Tr
2c. River basin: Little Tennessee
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:
Residential and minor commerical development. Narrow wooded buffer adjacent to stream.
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:
175 feet perennial (Long Creek), 132 feet intermittent (piped section of UT)
3d. Explain the purpose of the proposed project:
To replace a structurally deficient bridge (Sufficiency rating of 35.9 out of 100).
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 41-foot bridge with a 80-foot, 2-span bridge on the existing alignment with an off-site
detour. 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:. Jurisdictional determintation for intermittent ® Yes ? No ? Unknown
stream expired on 2/26/08. Stream identified in JD (Mauney
Branch), near the project site will not be impacted during
construction.
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: H. W. Lochner, Inc.
Name (if known): Other: John Hendrix (USACE)
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
March 7, 2003
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ®No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ®No
6b. If yes, explain.
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-404, other) (acres)
Temporary T
Site 1 ? 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 - non-404, (feet)
other)
Site 1 ® P ? T Bank Creek
Long ® PER ® Corps
28
175
Stabilization E] INT El DWQ
&/e2 ? P ? T Bridge Bent Long Creek ® PER
? INT ® Corps
? DWQ 28 125 ft sq
Sil&* ? P ? T Utility Piers Long Creek ? PER
? INT ® Corps
? DWQ 28 7 ft sq
Site 4 ? P ? T ? PER ? Corps
? INT ? DWO
Site 5 ? P ? T ? PER ? Corps
? INT ? DWO
Site 6 ? P ? T ? PER ? Corps .
? INT ? DWQ .
3h. Total stream and tributary impacts 175 Perm
0 Temp
3i. Comments: Piers due to bridge construction and utility relocation are 132 square feet (125 ft. sq. bridge, 7 ft. sq. utility)
4
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
03E] P?T
04 ?P?T
4f. 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:
5h. Is a dam high hazard permit required?
? Yes ? No if yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
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?
Bt ?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.
The proposed bridge is 39 feet longer than the existing bridge; the proposed bridge will be at approximately the same
grade as the existing structure; an off site detour will be used; no deck drains will discharge directly into Long Creek.
Design Standards for Sensitive Watersheds will be employed in all phases of construction.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Design Standards for Sensitive Watershed will be used in all phases of construction. A trout moratorium will prohibit In-
stream work and land disturbance within the 25-foot buffer zone between October 15 - April 15.
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: Permanent impacts to Long Creek are due to
bank stabilization and shoring up the bridge. Additional
impacts will occur from a bridge bent and utility piers. These
impacts do not constitute a "loss of waters of the U.S."
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: 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:
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
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 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
1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ®No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments: if yes, see attached permit drawings.
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
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
4a. Which of the following state-implemented stormwater management programs apply ? HQW
(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
® Yes ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500), 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?
C] Raleigh
Sc. 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?
USFWS web page of TIE species for Graham 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 1 00-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
Z- N ?O
Dr. Gregory J. Thome. PhD ,
' D
t
ApplicanUAgent
s Printed Name ' a
e
A plican Agent
s Signature
(Agents signature is valid only If an authorization letter from the applicant
is provided.)
II
1-.j C(,L
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 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: B-4122 (Replacement of Bridge No. 81 over Long Creek on SR 1117)
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish/borough: Graham City: Robbinsville
Center coordinates of site (lat/long in degree decimal format): Lat. 35.2518810N_, Long. 83.811307.)V.
Universal Transverse Mercator:
Name of nearest waterbody: Long Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Cheoah River
Name of watershed or Hydrologic Unit Code (HUC): 06010204
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Q Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Q Office (Desk) Determination. Date:
Field Determination. Date(s):
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There rApf ear io b?;ho "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in
the review area. (Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or maybe susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There WW "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
Q TN Ws, including territorial seas
El Wetlands adjacent to TNWs
® Relatively permanent waters' (RPWs) that flow directly or indirectly into TN Ws
Non-RPWs that flow directly or indirectly into TNWs
D 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
Wetlands adjacent to non-RPWs that flow directly or indirectly into TN Ws
Impoundments of jurisdictional 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: 400 linear feet: 28 width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: Es a66'91f°Etjfby V$Vt'117
Elevation of established OH W M (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be notjurisdictional.
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).
' Supporting documentation is presented in Section III.F.
SECTION IH: 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.I and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section 111.6 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 ANY):
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 have 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 IILDA.
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) and 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 JD will require 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 111.6.2 for any onsite wetlands, and Section III.8.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Piicuclf`st
Drainage area: c{cts!
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
® Tributary flows directly into TNW.
? Tributary flows through Pictributaries before entering TNW.
Project waters are PliK4 (st river miles from TNW.
Project waters are 's
litek Lisl river miles from RPW.
Project waters are PickL'iii aerial (straight) miles from TNW.
Project waters are Pick?List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW':
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.
' 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 apply):
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: Plck?List.
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: i'iWUst
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Ple)U::rsst
Estimate average number of flow events in review area/year. PIeZU
Describe flow regime:
Other information on duration and volume:
Surface flow is: Plck'Liiit. Characteristics:
Subsurface flow: P{iW1ffh. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (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 OH WM were used to determ
Q High Tide Line indicated by: 0
? 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 CWA 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 sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g.. flow over a mck 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 Weiland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Weiland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TN-W:
Flow is: PieWC[ . Explain:
Surface flow is: Piekll_it
Characteristics:
Subsurface flow: PI&J[ isf. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adiacencv Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/bartier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Plile?][ si river miles from TNW.
r, -
Project waters are Pic'fpt aerial (straight) miles from TNW.
Flow is from: 1?,l¢kL'Lst.
Estimate approximate location of wetland as within the E EkINIs 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)
All wetland(s) being considered in the cumulative analysis: iplCOM
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? (YIN) 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
it 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 IILD:
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 IILD:
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 IILD:
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:
Q TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TN Ws where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Long Creek has a NCDWQ stream rating scores greater than 30.
El 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 III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
0 Tributary waters: 400 linear feet 28 width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or.indirectly into TN Ws.
El 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):
Q Tributary waters: linear feet width (ft).
E) Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly Into TNWs.
Q Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Q 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:
r] Wetlands directly abutting, an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section II1.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates forjurisdictional wetlands in the review area: acres.
S. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
'i+ 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 TNW are jurisidictional. 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.
Q 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
Q Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
El 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):ta
tt 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.
El which are or could be used for industrial purposes by industries in interstate commerce.
El Interstate isolated waters. Explain:
E] 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 Instructional Guidebook.
1' 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 for jurisdictional waters in the review area (check all that apply):
[) Tributary waters: linear feet width (ft).
Q Other non-wetland waters: acres.
identify type(s) of waters:
? Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
Q 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.
Other non-wetland waters: acres. List type of aquatic resource:
Q 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):
Q Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
O Lakes/ponds: acres.
?'? 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):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office sloes not concur with data sheets/delineation report.
Q Data sheets prepared by the Corps:
Corps navigable waters' study:
[] ILS. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
Q U.S. Geological Survey map(s). Cite scale & quad name:
USDA Natural Resources Conservation Service Soil Survey. Citation:
'?Q National wetlands inventory map(s). Cite name:
Q State/Local wetland inventory map(s):
FEMA/FIRM maps:
st 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:
0 Applicable/supporting scientific literature:
Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
STORMWATER MANAGEMENT PLAN
Project: 33346.1.1 TIP B-4122
Graham County
January 13, 2010
Hydraulics Designer: Carlas Sharpless, PE
Hydraulics Project Manager: Jerry L. Lindsey, PE, NCDOT Hydraulics Unit
ROADWAY DESCRIPTION
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The project involves replacing Bridge No. 81 on SR 1117 (Moose Branch Rd.) over Long
Creek in Graham County. The overall project length is 0.103 MI. The existing roadway
has 18 feet of pavement with 4 feet of grassed shoulder on each side. The existing
structure, built in 1962, consists of a timber floor on I-Beams and vertical abutments with
a total length of 41 feet and a clear roadway width of 19'. The proposed road will have 20
feet of pavement for two ten foot travel lanes. The upstream or right side of the project
will remain shoulder section while the downstream or left side of the project will become
curb and gutter with a sidewalk for pedestrian use. The proposed bridge will be a 36 feet
wide 1@30',1@55' Cored slab structure with a clear roadway width of 32'9". An
offsite detour will be utilized during the construction of this project.
ENVORONMENTAL DESCRIPTION
Land Use
The project location is located just outside of the Robbinsville city limit on a low speed
state route. The area is mainly residential with schools and recreational facilities in the
near vicinity. The 11.2 square mile watershed is mainly rural.
Topography and Water Resources
This project is located in the Little Tennessee River Drainage Basin. Long Creek has a
"C, Tr" stream classification. This stream is not on the 303d list. Although bank
stabilization is shown on the plans, the excavation for the proposed bridge section is to
remain above the normal water surface elevation. The total wetland impacts shown on
this project is 0.04 Ac.
BEST MANAGEMENT PRACTICES
For this project the proposed bridge will not have deck drains directly over the surface
waters of Long Creek. Catch basins placed down station will capture stormwater from
the bridge deck. Outlet pipes will be placed on minimum grades to minimize velocities.
Rip-Rap pads will be placed at pipe outlets at Sta. 12+92 LT. and Sta. 13+45 Rt. to
dissipate energy prior to reaching the creek. A grassed shoulder along with a grass swale
will be utilized from -L- Sta.10+50 RT. to -L- 12+50 RT. to provide treatment of the
storm water from the roadway prior to the bridge. The proposed bridge structure is a
1@30', 1@ 55' which will provide more conveyance area and reduce velocities when
compared to the existing 1@ 4 1' structure.
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NORTH CAROLINA DEPARTMENT OF
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PROJECT DEVELOPMENT &
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GRAHAM COUNTY
REPLACE BRIDGE No. 81 ON SR 1117
OVERLONG CREEK
B-4122
Figure 1
Permit Graving
Sheet Z of CI
B-4122 Property Owner List
1. Mr. Jasper Moose
Mrs. Wilma Moose
PO Box 1077
Robbinsville, NC 28771
2. Leanne Ghormley Ayres
Daniel B. Ghormley
Myrtle Ghormley
194 Moose Branch Rd.
Robbinsville, NC 28771
3. Graham County
Board of Education
52 Moose Branch Rd.
Robbinsville, NC 28771
4. Herve Cody
Claudene Cody
PO Box 218
Robbinsville, NC 28771

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