20110713 Ver 1_Application_20110801

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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTA SM'DSTDR+,~,q~ Bgq~,~.~
BEVERLY EAVES PERDUE EUGENE A. C;CENTI, JR.
GOVERNOR SECRETARY
July 21, 2011
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Loretta Beckwith
NCDOT Coordinator
Subject: Application for Section 404 Nationwide Permits 23, 13, 33 and Section
401. Water Quality Certification for the proposed replacement of Bridge
No. 31 over Brush Creek on SR 1308 in Yancey County, Federal Aid Project
No. BRZ-1308(6); Division 13; TIP No. B-4851
$240.00 debit WBS 38621.1.1
Deaz Madam:
The North Cazolina Department of Transportation (NCDOT) proposes to replace Bridge No.
31 over Brush Creek on SR 1308 with a new 60-foot single-span bridge. There will be 11
lineaz feet of permanent stream impacts, 31 linear feet of bank stabilization and <0.01 acre
(241ineaz feet) of temporary stream impacts due to the replacement of a pipe under a
driveway.
Please see enclosed copies of the Pre-Construction Notification (PCN), EEP acceptance
letter, USFWS Concurrence letter, Jurisdictional Determination form, permit drawings,
stormwater management plan and design plans for, the above-referenced project. The
Programmatic Categorical Exclusion (PCE) was completed in August 2010. Documents
were distributed shortly thereafter. Additional copies aze available upon request.
This project calls for a letting date of February 21, 2012 and a review date of January 3,
2012; however, the let date may advance as additional funding becomes available.
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MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATON
PROJECT DEVELOPMENT AND ENVIRONMENTALANALYSIS
1696 M41L SERVICE CENTER
RALEIGH NC 276931696
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WlMN.NCDOT.ORG
LOCATION:
1020 BIRCH RIGGE DRIVE
RALEIGH NC 27610326

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This project is located in a trout county, therefore comments from the NCWRC will be
required prior to authorization by the Corps of Engineers. By copy of this letter and
attachment, NCDOT hereby requests NCWRC Review. NCDOT requests that NCWRC
forwazd their comments to the Corps of Engineers and the NCDOT within 30 calendaz days
of receipt of this application. -
A copy of this permit application and its distribution list will be posted on the NCDOT
Website at: http://www.ncdot.org/doh/preconstruct/pe/neu/permit.html. If you have any
questions or need additional information, please call-Erin Cheely at [phone].
Sincerel ,~~ ,t i
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
cc:
NCDOT Permit Application Standazd Distribution List
2

aoF wnrF9o Office Use Only:
o ~ Corps action ID no.
DWO project no.
O T
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ^ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 23 33 13 or General Permit (GP) number:
1 c. Has the N WP or GP number been verified by the Corps? ^Yes ®No
1 d. Type(s) of approval sought from the DWO (check all that apply):
® 401 Water Quality Certification -Regular ^ Non-404 Jurisdictional General Permit
^ 401 Water Quality Certification -Express ^ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
^ Yes ®No For the record only for Corps Permit:

^Yes ®No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ®Yes ^ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ^Yes ®No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ^Yes ®No
2. Project Information
2a. Name of project: Replacement of Bridge 31 over Brush Creek on SR 1308
2b. County: Yancey
2c. Nearest municipality /town: Green Mountain
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: 8-4851
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 i f
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]
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. AgenUConsultant Information (if applicable)
5a. Name: not applicable
Sb. Business name
(if applicable):
5c. Street address:
Sd. City, state, zip:
Se. Telephone no.:
Sf. Fax no.:
Sg. Email address:

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 36.00394 longitude: - 86.23357
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 27 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Brush Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C-Tr
2c. River basin: Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vidnity of the project at the time of this
application:
Land use in the project vicinity is approximately 20% disturbed land (primarily residential and roadsides) and 80% forest
land (mixed hardwood).
3b. List the total estimated acreage of all existing wetlands on the property:
No wetlands
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
220
3d. Explain the purpose of the proposed project:
To replace a structurally deficient bridge (structural evaluation 2 of 9).
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 31-foot, two-span bridge with a 60-foot, single-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?
^ Yes ®No ^ Unknown
Comments: Jurisdictional Determination form is provided with
this permit application to obtain an approved JD with the
permit.
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:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
Sa. 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° instrudions.
6. Future Project Plans
6a. Is this a phased project? ^ Yes ®No
6b. If yes, explain.

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
^ Wetlands ®Streams -tributaries ^ Buffers
^ Open Waters ^ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWO -non-404, other) (acres)
Tem ora
Site 1 ^ P ^ T ^ Yes ^Corps
^ No ^ DWO
Site 2 ^ P ^ T ^ Yes ^Corps
^ No ^ DWO
Site 3 ^ P ^ T ^ Yes ^Corps
^ No ^ DWO
Site 4 ^ P ^ T ^ Yes ^Corps
^ No ^ DWO
Site 5 ^ P ^ T ^ Yes ^Corps
^ No ^ DWO
Site 6 ^ P ^ T ^ Yes ^Corps
^.No ^ DWO
2g. Total wetland impacts 0 Permanent
0 Temporary
2h. Comments: No wetlands within the project limits
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)? DWO -non-404, (feet)
other)
Site 1 ®P ^ T Pipe
Replacement Little Brush Creek ®PER
^INT ®Corps
^DWQ 5-8 11
Site 2 ®P ^ T Bank
Stabilization Little Brush Creek ®PER
^INT ®Corps
^DWQ 5-8 31
Site 3 ^ P ®T Pipe
Replacement Little Brush Creek ®PER
^INT ®Corps
^ DWO 5-8 24
Site 4 ^ P ^ T ^PER ^Corps
^ INT ^DWQ
Site 5 ^ P ^ T ^PER ^ Carps
^ INT ^DWQ
Site 6 ^ P ^ T ^PER ^Corps
^ INT ^ DWO
3h. Total stream and tributary impacts 42 Perm
24 Temp
3i. Comments: 72" pipe installed by a landowner to be replaced with an 84" corrugated steel pipe. Bank stabilization at outlet.
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 individuall list all o en water im acts 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)
Tem ora
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
4f. Total open water impacts 0 Permanent
0 Temporary
4g. Comments: No open waters within project limits
5. Pond or Lake Construction
If and or lake construction ro osed, then com lete the chart below.
Sa. 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
Sg. Comments:
Sh. Is a dam high hazard permit required?
^ Yes ^ No If yes, permit ID no:
Si. 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
im acts below. If an im acts re uire miti ation, then ou 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)
Tem ora re wired?
^Yes
B1 ^P^T ^ No
^Yes
B2 ^ P ^ T ^ No
^Yes
B3 ^P^T ^ No
6h. Total buffer impacts
6i. Comments: Project is not in a protected buffer area.
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 29 feet longer than the existing bridge and will span the creek. The proposed bridge will be at
approximately the same grade as the existing structure and an off site detour will be used. On the right side (west side)
of SR 1317, a concrete expressway gutter is used in lieu of a grass ditch due to the steep and rocky topography that will
have to be cut far construction. Using the concrete gutter reduces the amount of rock excavation for the project. Rather
than construct a concrete gutter on the stream side (east side) of SR 1317, a flume will direct water to a grass swale for
treatment before entering the creek.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Design Standards in Sensitve Watersheds will be used throughout construction. The streams within the project area will
be designated Environmentally Sensitve Areas. No deck drains will discharge directly into the creek. No temporary
access is needed to remove and replace the existing bridge. Bridge abutments will only be partly removed in order to
preserve channel integrity and avoid disturbance to the streambed. There will be no impacts to the stream from bridge
demolition.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ®Yes ^ No
impacts to Waters of the U.S. or Waters of the State?
If no, ex lain:
2b. If yes, mitigation is required by (check all that apply): ^DWQ ®Corps
^ Mitigation bank
2c. If yes, which mitigat ion option will be used for this
®Payment to in-lieu fee program
project?
^ 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: 11 linear feet at a 2:1 ratio = 22 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 NCDOT does not propose mitigation for the 31 linear feet of stream bank stabilization activities.
Stabilizing the bank of a stream does not require fill in the stream bed and, therefore, under Section 404 of the Clean Water
Act, does not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation. Furthermore, the proposed
bank stabilization activities are necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization and
minimizing impacts to the environment.
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:

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 inGuded? If not, explain why.
^ Yes ^ No
Comments: If required from 1a, see attached buffer permit drawings.
2. Stormwater Mana ement 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 permit drawings.
^ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ^ DWO Stormwater Program
® DWO401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? not applicable
^ Phase II
^ NSW
3b. Which of the following locally-implemented stormwater management programs ^ 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 Pro ram 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
^Yes ^ No N/A
attached?
5. DWO 401 Unit Stormwater Review
Sa. 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

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ®Yes ^ No
use of public (federal/state) land?
1 b. If you answered "yes' to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ®Yes ^ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes° to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
®Yes ^ No
letter.)
Comments: Programmatic Categorical Exclusion (PCE) approved 8/31/10
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 28 .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)
Sa. Will this project occur in or near an area with federally protected species or ®Yes ^ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ®Yes ^ No
impacts?
^ Raleigh
Sc. If yes, ind irate 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?
There are eight federally listed species and one species listed for similarity of appearance (bog turtle) in Yancey County.
A biolgical contusion for the bag turtle is not required, but this project will not affect this species. The biological
conclusion for Carolina northern flying squirrel, Virginia big-eared bat, spruce-fir moss spider, roan mountain bluet,
spreading ovens and rock gnome Lichen is No Effect due to lack of suitable habitat. There are, however, known
populations of Appalachain elktoe (including Critical Habitat for elktoe) and Virginia spiraea less than a mile downstream
of the project (neither of these species occur within the project limits). Design modifications (use of a flume and grass
swale instead of concrete gutter -see Section D of the PCN) were made to the project to minimize the potential adverse
environmental impact to the known populations and critical habitat in the nearby North Toe River downstream. An
informal Section 7 concurrence request letter was sent to USFWS on July 8, 2011 proposing a conclusion of May Affect,
Not Likely to Adversely Affect for both of these species. Concurrence from USFWS was received on July 21, 2011.
6. Essentlal 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)
Ba. Will this project occur in aFEMA-designated 100-year floodplain? ^Yes ®No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
Sc. What source(s) did you use to make the floodplain determination? FEMA Maps

~ (~ L z ~ l
Dr. GreQOrv J. Thorpe, PhD ,
' Date
s Printed Name
ApplicanUAgent A pli nUAgent's Signature
(Agent's signatur is vali onty fi an authorization letter from the applicant
is rovided.
11

rY
Jnly l 1, 2011
Mr. Gregory J. Thorpe, Ph.D.
Manager, Project Development and Envirotunental Analysis Branch
North Carolina Department of Transportatimn
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
B-4851, Replace Bridge Number 31 over Brush Creek on SR 1308, Yancey County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream mitigation for the subject project. Based on the information supplied by you on July 7, 2011,
the impacts ere located in CU 06010108 of the French Broad River Basin in the Northero Mountains fPIM) Eco-
Region, and are as follows: ,
French Broad Stream Wetlands Buffer (Sq. Ft.)
06010108 Non- Coastal
NM Cold Cool Warm Riparian r M
h Zone 1 Zone2
g
an ars
Impacts 11 0 0 0 0 0 0 0
feeVacres
EEP commits to implementing sufficient compensatory stream mitigation credits to offset the impacts
associated with this project in acwrdance with the N.C. Department of Environment and Natural Resources'
Ecosystem Enhancement Program In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact
amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance
letter will be required from EEP.
1929.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-
Sincerely,
~• ` `~
Michael ' on
EEP Deputy Director
cc: Mr. Lori Beckwith, USACE -Asheville Regulatory Field Office
Mr. Brian Wrem, Division of Water Quality, Wetlands/401 Unit
File: B-4851
Restoriyt9... Ea,Li~,~tclK~... Prot~''~~ Orw Stag
ACD~E~IR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
July 21, 2011
Dr. Gregory J. Thorpe, Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mai] Service Center
Raleigh, North Cazolina 27699-1548
Subject: Endangered Species Concurrence, Proposed Replacement of Bridge No. 31 over Brush
Creek on SR 1308 in Yancey County, North Cazolina, Federal Project No. BRZ-1308
(6), WBS Element No. 38621.1.1, T.I.P. No. B-4851
On July 8, 2011 we received your letter (via email) requesting section 7 concurrence on the
subject project and its possible effect on the federally threatened Virginia spires (spiraea
virginiana) and federally endangered Appalachian elktoe (Alasmidonta ravaneliana). The
following comments are provided in accordance with section 7 of the Endangered Species Act of
1973, as amended (16 U.S.C. 1531-1543) (Act).
North Cazolina Natural Heritage Program records indicate that there aze multiple occurrences of
Appalachian elktoe and Virginia spiraea in the North Toe River. The neazest known records for
both species aze located about 1.4km downstream from the proposed project site. The North Toe
River is critical habitat for Appalachian elktoe. The mouth of Brush Creek empties into the
North Toe River about 430m downstream from the proposed project site. Construction projects
upstream of, and in close proximity to, occupied critical habitat represent a potential for negative
effects to the species. Survey data for Virginia spiraea in the North Toe River is spazse
compazed to data for aquatic species. The habitat for Virginia spiraea in the North Toe River
appeazs to be of good quality and wide spread. Vuginia spiraea uses a specific type of medium
disturbance streamside habitat and can rapidly colonize areas that aze disturbed. Known records
of this species near the project site indicate that the proposed construction could have a negative
effect on this species.
Due to the close proximity of records for Appalachian elktoe and Virginia spiraea, it is possible
that individuals could be negatively affected by construction activities. Mazginal habitat
chazacteristics within the project footprint make it unlikely that either species will be directly
affected by construction activities; however, other construction related direct and indirect effects

do have potential to affect the species or critical habitat (Appalachian elktoe) downstream in the
North Toe River. Possible direct and indirect effects to the downstream critical habitat and the
species include construction runoff, sedimentation, fuel/fluid spills, road runoff pollutants, and
destabilization of the stream channel resulting in long terrtt degradation of Brush Creek and
subsequent deposition of bank material in the downstream critical habitat. To minimize the
potential for these and other negative effects the North Cazolina Department of Transportation
has committed to the following minimization measures.
1. Design standards for sensitive watersheds will be used. The Environmentally
Sensitive Area shall be defined as a 50.foot buffer zone on both sides of the stream or
depression measured from top of streambank or center of depression. Within
Environmentally Sensitive Areas the following will apply:
(A) Clearing and Grubbing
In aeeas identified as Environmentally Sensitive Areas, the Contractor may perform
clearing operations, but not grubbing operations until immediately prior to
beginning gading operations as described in Article 200-1 of the Standard
Specifications. Only clearing operations (not grubbing) shall be allowed in this
buffer zone until immediately prior to beginning grading operations. Erosion
control devices shall be installed immediately following the clearing operation.
(B) Grading
Once grading operations begin in identified Environmentally Sensitive Areas, work
shall progess in a continuous manner until complete. All construction within these
aeeas shall progress in a continuous manner such that each phase is complete and
aeeas are permanently stabilized prior to beginning of next phase. Failure on the
part of the Contractor to complete any phase of construction in a continuous
manner in Environmentally Sensitive Areas will be just cause for the Engineer to
direct the suspension of work in accordance with Article 108-7 of the Standard
Specifications.
(C) Temporary Stream Crossings
Any crossing of streams within the limits of this project shall be accomplished in
accordance with the requirements of Subarticle 107-13(B) of the Standard
Specifications.
(D) Seeding and Mulching
Seeding and mulching shall be'performed in accordance with Section 1660 of the
Standard Specifications and vegetative cover sufficient to restrain erosion shall be
installed immediately following grade establishment. Seeding and mulching shall be
performed on the areas disturbed by construction immediately following final grade
establishment. No appreciable time shall lapse into the contract time without
stabilization of slopes, ditches and other aeeas within the Environmentally Sensitive
Areas.

(E) Stage Seeding
The work covered by this section shall consist of the establishment of a vegetative
cover on cut and fill slopes as grading progresses. Seeding and mulching shall be
done in stages on cut and fill slopes that aze greater than 20 feet in height
measured along the slope, or greater than 2 acres in azea. Each stage shall not
exceed the limits stated above.
2. Storm water from deck drainage and part of the roadway will be filtered
through a grassy swale prior to entering the waterway.
3. A portion of the existing end abutment may be left in the bank to increase bank
stability and to help contain construction. The portion of the abutment left in
the bank will not be greater than 1 foot in height. If the abutment is found to be
unstable during demolition, it will be removed entirely and the stream bank will
be graded to approximate a natural channel profile.
4. No in-water work will be performed during demolition or construction.
5. No pieces of the existing bridge will be dropped into the waterway during
demolition.
6. Traffic will be detoured offsite during construction to eliminate the need for
temporary crossings.
7. The replacement of a driveway culvert on the north-east side of the new bridge
will be replaced in a manner that minimizes sediment in the stream; either by
diversion into a new culvert parallel along the existing or into a lined temporary
diversion ditch, depending on the available work area. The new culvert will be
buried 1 foot into the streambed.
8. All mechanized equipment operated near surface. waters will be inspected daily
and maintained regularly in order to prevent contamination of stream waters
from fuels, lubricants, hydraulic fluids, or other toxic materials.
9. All equipment will be refueled outside of the Environmentally Sensitive Area.
Refueling will take place in designated refueling sites that will be provisioned to
quickly contain spills of fuel and lubricants.
We believe that these commitments minimize the potential for negative effects to the
Appalachian elktoe and Virginia spiraea. With implementation of the above listed measures, we
concur with the NCDOT's determination that the subject bridge construction and demolition may
affect, but is not likely to adversely affect, the Appalachian elktoe and Virginia spirea.
Therefore, we believe the requirements under section 7(c) of the Act are fulfilled. However,
obligations under section 7 of the Act must be reconsidered if: (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not

previously considered, (2) this action is subsequently modified in a manner that was not
considered in this review, or (3) a new species is listed or critical habitat is determined that may
be affected by the identified action.
If you have questions about these comments, please contact Mr. Jason Mays of our staff at
828/258-3939, Ext. 226. In any future correspondence concerning this project, please reference
our Log Number 4-2-09-037.
Si/ncerely,
Brian P. Cole
Field Supervisor
cc:
Ms. Lori Beckwith, Asheville Regulatory Field Office, U.S. Army Corps of Engineers,
151 Patton Avenue, Room 208, Asheville, NC 28801-5006
Ms. Mazla J. Chambers, Western NCDOT Permit Coordinator, North Carolina Wildlife
Resources Commission, 12275 Swift Road, Oakboro, NC 28129
Mr. Brian Wrenn, North Cazolina Division of Water Quality, Central Office, 2321 Crabtree
Blvd., Suite 250, Raleigh, NC 27604

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: Bd851
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish borough: Yancey City: Green Mountain
Center coordinates of site (IaUlong in degree decimal format): Lat. 36.00394° N, Long. 86.23357° W.
Universal Transverse Mercator:
Name of nearest wa[erbody: North Toe River
Name of nearest Traditional Navigable Water (INW) Into which the aquatic resource flows: North Toe River
Name of watershed or Hydrologic Unit Code (HUC): 06010108
® 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 [his action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
^~~ Office (Desk) Determination. Date:
Q Field Determination. Date(s):
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Arr'T no "navigable waters ojrhe US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area [Required)
a~ Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "waters ojrhe US." 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): ~
Q TNWs, including tertitorial seas
Q Wetlands adjacent to TNWs
Relatively permanent walersZ (RPWs) that flow directly or indirectly into TNWs
Q Non-RPWs that flow directly or indirectly into TNWs
q Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent [o but not directly abutting RPWs that flow directly or indirectly into TNWs
2? Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Q Impoundments ofjurisdictional waters
QK+' 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: 3220.0 linear feet: 4-12 width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: •1987cDielineatibriiMa~oual
Elevation of established OH WM (if known):
2. Non-regulated waters/wetlands (check if applicable):a
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 complding the appropriate scctions in Section III below.
For purposes of this torte, an RPW is defined az a tributary that is no[ a TNW and that typically Bows year-round or haz continuous flow at least "seasonally"
(e.g., typically 3 monks).
' Supportng documentation is presentcd in Section IILF.

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.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections [II.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacrnt":
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 forjurisdiction 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 Bow year-round or have continuous Bow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. Ifthe aquatic resource is not a TNW, but bas year-round
(perennial) Bow, skip to Section III.D.2. I(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 news evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant news between a
relatively permanent tributary that is not perennial (and its adjacent wetlands i(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. I(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 ID.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 III.C below.
1. Characteristics of non-TNVVs that Bow directly or ind'u•ectly into TNW
(i) General Area Conditions:
Watershed size: ek'Lis
~rr* w
Drainage area: ~iek'Ii
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
^ Tributary flows directly into TNW.
^ Tributary flows through iek-L~ tributaries before entering TNW.
Project waters are Eick'a~ river miles from TNW.
~~
Project waters are E'iek?I:t~is, river miles from RPW.
Project waters are ~ek+L' aerial (straight) miles from TNW.
Project waters are Pick~L~ 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 Instmctional Guidebook contains additional information regarding swales, ditches, washes, and erosional feaatres generally and m the grid
West.
Flow route can be described by idenOfying, e.g., tributary a, which Flows though the review area, [o Flow into trbutary 6, which then flows into TIVW.

(b) General Tributary Characteristics (check all that applvl:
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: P~iek~List.
Primary tributary substrate composition (check all that apply):
^ Silts ^ Sands ^ Concrete
^ Cobbles ^ Gravel ^ Muck
^ Bedrock ^ Vegetation. TypeP/o cover:
^ Other. Explain:
Tributary condition stability [e.g., highly eroding, sbughing banks]. Explain:
Presence of mn/rifBe/pool complexes. Explain:
Tributary geometry: kh"L L
Tributary gradient (approximate average slope):
(c) Flow:
Tributary provides for: PickL`ist
Estimate average number of flow events in review area/year: Pick?L°it
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pii:k List Characteristics:
Subsurface flow: Pick+L'is . 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):
the presence of litter and debris
destruction of terrestrial vegetation
the prexnce of wrack line
sediment sorting
scour
multiple observed or predicted Clow events
abrupt change in plant community
^ Discontinuous OHWM.r 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/chamcteristics
^ tidal gauges
^ other (list):
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 na necessarily severjurisdiction (e.g., where the stream temporarily flows undergrounQ or where
the OHWM has been removed by detelopmen[ or agricultural practices). Where there is a break N the OHWM that is unrelated to the wa[erbody's fbw
regime (e.g., Flow over a rock otacrop or through a culvert), the agercies 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 Bow 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: P.iek~Lisi. Explain:
Surface flow is: irk?Lief
Characteristics:
Subsurface Bow: P,iek:Iiist. Explain findings:
^ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Nan-TNW:
^ Directly abutting
^ Not directly abutting
^ Discrete wetland hydrologic connection. Explain:
^ Ecological connection. Explain:
^ Separated by bemJbarrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are -P kla4t river miles from TNW.
Project waters are~Pyiek'`f~t~erial (straight) miles from TNW.
Flow is from: Pick List
Estimate approximate location of wetland as within the Pic-'kiLis~ 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 fmdings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if anz)
All wetland(s) being considered in the cumulative analysis: 13ick~°~f".is"f
Approximately ( ) acres in total aze being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (YMl Size (in acresl Diredly abuts? (Y/Nl Size (in acresl
Summarize overall biological, chemical and physical functions being performed:
G SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the Oow 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 signiti®nt nexus exists it 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 Pow
o(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 Rnpanos 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
TNWs, 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 [he 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 m the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
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, [hen go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDSRRE (CHECK ALL
THAT APPL]~:
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: li near feet width (ft), Or, acres.
QWetlandsadjacenttoTNWs: 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: NCDWQ scores greater than 30 on stream form.
[~ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each yeaz) 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):
Q Tributary waters: linear fee[ width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs° that flow directly or indirectly into TNWs.
ra Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has asignificant nexus with a
TNW isjurisdictional. 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).
Q 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.
QQ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section IILD.2, above. Provide rationale indicating that wetland is
direMly abutting an RPW:
Wetlands directly abutting anRPW 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 forjurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands that do not directly abut en IiPW, 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 Dow directly or indvectly into TNWs.
Q Wetlands adjacent to such waters, and have when considered N 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 forjurisdictional wetlands N the review area: acres.
7. Impoundments of jurisdictional waters.°
As a general rule, the impoundment of a jurisdictional Vibutary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
O Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
o 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)a°
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.
Q which are or could be used for industrial purposes by industries in interstate commerce.
Q Interstate isolated waters. Explain:
Q Other factors. Explain:
Identify water body and summarize rationale supporting determination:
°See Footnote N 3.
To complete [he aralysis refer to the key in Section IIi.D.6 of the Instructional Guidebook.
10 Prior to asserting or dttliaing CWA jurisdiction baud solely on this category, Corps Districts will elevate the action [o Corps and EPA HQ for
rcvitw consistcot with the process describrd in the Corp.JEPA Memorandum Regarding CWA Acr Jurisdic6ort Fallowing Ropart°s.

Provide estimates forjurisdictional waters in the review area (check all that apply):
.^Q Tributary waters: linear feet widt h (ft).
Other non-wetland waters: acres.
Identify rype(s) of waters:
^~ Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did no[ 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 ]an 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Q Waters do not meet the "Significant Nexus" s[andazd, where such a finding is required for jurisdiction. Explain:
Q Other: (explain, if no[ 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):
Non-wetland waters (i.e., rivers, streams): li near feet width (ft).
Q Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
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 for jurisdiction (check all that apply):
Q Non-wetland waters (i.e., rivers, streams): li near feet, width (ft).
Q Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
> 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 applicanJconsultant:
Q Data sheets prepared submitted by or on behalf of the applicanNconsultant.
^ Office concurs with data sheets/delineation report.
^ Office does not concur with data sheets/delineation report.
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 8: quad name:
Q USDA Natural Resources Conservation Service Soil Survey. Citation:
[] National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s): -
FEMA/FIRM maps:
Q 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date):
or ^ Other (Name & Date):
Q 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:

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