20110060 Ver 1_Application_20110107

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STATE OF NORTH CAROLINA
:pyN-WATER DU , ARTMENT OF TRANSPORTATION
?pNDS AND STDRM'NA?
BEVERL'S' EAVES PERDUE EUGENE A. CONTI, JR.
GOVERNOR - - SECRETARY
January 7, 2011
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue Room 208
Asheville, NC 28801-5006
ATTN: Ms. Lori Beckwith
NCDOT Coordinator
1 ? V U.
Subject: Replacement Permit Application for Section 404 Nationwide Permits 23,
33, 13 and 401 General Water Quality Certification for the proposed
replacement of Bridge No. 28 over Crooked Creek and Bridge No. 29 over
Middle Fork Creek on SR 1526 in Madison County, Federal Aid Project No.
BRZ-1526(2); Division 13; TIP No. B-4183; WBS 33530.1.1; Debit order
$570.00
Dear Madam:
The North Carolina Department of Transportation (NCDOT) proposes to replace two
bridges. The project totals 345 feet of permanent stream impacts and 118 of temporary
stream impacts.
Bridge No. 28, a 36-foot one-span bridge over Crooked Creek on Crooked Creek
Road (SR 1526), with a 58-foot long double barrel, 10-foot by 7-foot Reinforced
Concrete Box Culvert (RCBC). The new structure will be located to the east
resulting in the relocation of Crooked Creek. There will be 210 linear feet of
permanent stream impacts and 69 linear feet of temporary stream impacts from the
installation of the culvert.
NCDOT also proposes to replace Bridge No. 29, a 36-foot one-span bridge over
Middle Fork Creek on Crooked Creek Road (SR 1526), with a 51-foot long triple
barrel, 9-foot by 10-foot RCBC. There will be 50 linear feet of permanent impacts,
49 linear feet of temporary stream impacts and 85 linear feet of bank stabilization
due to the installation of this culvert.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOTORG
LOCATION:
4701 ATLANTIC AVENUE
SUITE 116
RALEIGH NC 27604

The original design proposed a single span bridge over Middle Fork Cr ek'azid a box culvert
on Crooked Creek. During final design, it was determined that the bridge over Middle Fork'
Creek is not practicable due to construction constraints. There is an existing three barrel, 9-
foot by 10-foot RCBC upstream and a triple barrel, 10-foot by 10-foot RCBC downstream of
the proposed site.

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
attachment, NCDOT herby requests NCWRC review. NCDOT request that NCWRC
forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days
of receipt of this application.
Please see enclosed copies of the Pre-Construction Notification (PCN) Form, EEP
Mitigation Acceptance Letter; Stormwater Management Plan, Stormwater Permit, Approved
Jurisdictional Determination Form"Permit drawings and Design plans. The Categorical
Exclusion (CE) was completed on November 11, 2009. Documents were distributed shortly
thereafter. Additional copies are available upon request.
This project calls for a letting date of December 20, 2011 and a review date of November 1,
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 Jennifer Harrod at [phone].
Sincerely,
'Cc Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDE
w/attachment w/o attachment
Mr. Brian Wrenn, NCDWQ (5 copies) Dr. David Chang, P.E., Hydraulics
Ms. Marla Chambers, NCWRC Mr. Dewayne Sykes, RE., Utilities Unit
Ms. Marella Buncick, USFWS Mr. Mark Staley, Roadside Environmental
Dr. Charles Nicholson, TVA Mr. Greg Perfetti, P.E., Structure Design
Mr. J.J. Swain, P.E., Division 13 Engineer
Mr. Roger Bryan, Division 13 Environ. Officer
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, Project Planning Engineer
Ms. Beth Harmon, EEP
Mr. Phillip Ayscue, NCDOT External Audit Branch
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit L1 Section 10 Permit
1 b. Specify Nationwide Permit (NW P) number: 13 23 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project, Information
2a. Name of project: Replacement of Bridge No. 28 over Crooked Creek and Bridge No. 29 over Middle Fork
Creek on Crooked Creek Road (SR 1526)
2b. County: Madison
2c. Nearest municipality 1 town: Mars Hill
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: 8-4183
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]
-T?
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:

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: 35.85 Longitude: - 82.48
(DD.DDDDDD) (-DD.DDDDDD)
419.571 x 196.85'W = 82,592 sq. ft.
1c. Property size: (82,592) / (43,650) _
1.89 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Crooked Creek & Middle Fork Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-11, HOW
2c. River basin: French Broad
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:
Maintained/Disturbed mostly and scrub-shrub communities
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
383
3d. Explain the purpose of the proposed project:
To replace two structurally deficient bridges.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing two 36-foot bridges; one with 2@10' 7" RCBC to the east of existing location. The other
with 3@9' 10" RCBC at existing location. An offsite detour will be utilized during the replacement. 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: Request has been made per this application,
Rapanos attached
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
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.
Design revisions address constructability and changes to impact amounts as Bank stabilization impacts were incorrectly
counted twice in impact amounts in the original Permit Application dated October 15, 2010. Revisions have been made
to the Impact Summary Table, PCN pages 5,8 and 12 and resulted in a Revised EEP Acceptance Letter.
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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
? Yes ? Corps
Site 1 ? P ? T ? No ? DWQ
? Yes ? Corps
Site 2 ? P ? T ? No ? DWQ
? Yes ? Corps
Site 3 ? P ? T ? No ? DWQ
? Yes ED Corps
Site 4 ED P [:1 T ? No ? DWQ
? Yes ? Corps .
Site 5 ? P ? T ? No ? DWQ
? Yes ? Corps
Site 6 ? P ? T ? 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)
50 perm.
Site l SPOT 3@9'x 10"
RCBC Middle Fork Creek ® PER
? INT ® Corps
? DWQ 12 49 temp.
85 bank
stabilization

"
'

PER
®

® Corps

8

perm.
210
Site 2 ® P ® T X 7
2@ 10 Crooked Creek INT
ED ? DWQ 69 69 ft. temp
? PER ? Corps
Site 3 ? P ? T ? INT ? DWQ
? PER ? Corps
Site 4 ? P ? T ? INT ? DWQ
? PER ? Corps
Site 5 ? P ? T ? INT ? DWQ
? PER ED Corps
Site 6 ? P ? T ? INT ? DWQ
3h. Total stream and tributary impacts 345 Perm
118 Temp

3i. Comments:
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.
Open water
impact number -
Permanent (P) or
Temporary T 4b.
Name of
waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T
02 ?P?T
03 ?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.

Pond ID 5b.

Proposed use or 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number purpose of pond
Flooded
Filled Excavat
ed
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No if yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6
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6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If an impacts require mitig ation, then you MUST fill out Section D of this form.
6a.
? Neuse
?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Temporary T required?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A low flow channel has been created in both culverts; sills are present in both structures.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The Stormwater Management Plan states that there will be no direct discharge into the stream; Sheet flow will be utilized
as much as practicable and discharged onto grassed surfaces; Runoff from the proposed structures will be discharged
into grass lined ditches and as far away from the stream as practicable. Design Standards in Sensitive Watersheds will
be impletmented for this project.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ® Yes ? No

If no, explain:
2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps

2c.
If yes, which mitigation option will be used for this
project? ? Mitigation bank

® Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ® Yes
4b. Stream mitigation requested: 520 (260 @ 2:1) 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: USACE mitigation requirements are 260 @ 2:1 = 520 linear feet
DWQ mitigation requirements are 345 @1:1 = 345 linear feet; We are providing mitigation for the greater amount
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
la. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments: 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, 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? ? 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 11
? 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 Program Review
? Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ® HOW
(check all that apply): ? ORW
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been ® Yes ? No
attached? Stormwater Permit Attached
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
Stormwater Permit Attached
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
Stormwater Permit Attached
10
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?
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)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ® Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes
additional development, which could impact nearby downstream water quality? ® No
3b. If you answered yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impacts resulting from these bridge replacements, this project will neither influence
nearby land uses nor stimulate growth. Therefore, a detailed indirect and 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
11
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?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d . What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS web page of T/E species for Madison County; 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 - memo from NC Dept. of Cultural Resources dated June 6, 2005.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b . If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit Coordination w/ FEMA
8c. What source(s) did you use to make the floodplain determination? NCDOT Hydraulics Unit Coordination w/ FEMA
I.14•II
Dr. Gregory J. Thorne, Ph D +2M-&28-"
' D
t
Applicant/Agent
s Printed Name Ap lican gent's Signature a
e
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
12
rt'%P-
PROGRAM
October 27, 2010
Mr. Gregory J. Thorpe, Ph.D.
Manager, Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
B-4183, Replace Bridge Number 29 over Middle Fork Creek and Bridge Number 28 over
Crooked Creek on SR 1526, Madison 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 October 22,
2010, the impacts are located in CU 06010105 of the French Broad River Basin in the Northern Mountains (NM)
Eco-Region, and are as follows:
French Broad Stream - Wetlands Buffer (Sq. Ft.)
06010105
NM
Cold
Cool
Warm
Riparian Non-
Riparian Coastal
Marsh Zone I
(at 3:1) Zone 2
(at 1.5:1)
Impacts (feet/acres) 345 0 0 0 0 0 0 0
Mitigation Units (at 2:1) 520 0 0 0 0 0 0 0
Mitigation Units (at 1:1) 85 0 0 0 0 0 0 0
Mitigatioa Units (TOTAL) 605 0 0 0 0 0 0 0
EEP commits to implementing sufficient compensatory riparian wetland mitigation credits to offset the
impacts associated with this project in accordance 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.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-
1929.
Sincerely,
631-
Will am D. Gilmore, P.E.\
EEP ector
cc: Mr. Scott Jones, USACE - Asheville Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: B4183 Revised
Kutori,1t ... Enka"... Pro," 0" State.
gAr
FCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
STORMWATER MANAGEMENT PLAN
B-4183, State Project 33530.1.1 Date: 8/18/10
Madison County
Hydraulics Project Engineer: R.C. Henegar, PE
ROADWAY DESCRIPTION
This project involves replacing Bridge No. 28 over Crooked Creek and Bridge No. 29 on
SR 1526 (Crooked Creek Rd.) in Madison County. The overall length of the project is
0:08miles (0.128 km). The existing 18-foot paved road is a two-lane road with 3-foot
grassed shoulders. Bridge No. 28 is a 36 ft. one span bridge (1@36) with a clear
roadway width of 25 feet. Bridge No. 29 is a 36 ft. one span bridge (1@36) with a clear
roadway width of 25 feet. The project will be a two-lane section with 10 foot lanes and 3
foot grassed shoulders. The replacement structure for Bridge No. 28 will be a Double 10-
foot by 7- foot Reinforced Concrete Box Culvert approximately 60 feet long with a clear
roadway width of 27 feet. The replacement structure for Bridge No. 29 will be a Triple 9-
foot by 10-foot Reinforced Concrete Box Culvert approximately 50 feet long.
ENVIRONMENTAL DESCRIPTION
This project is located in the French Broad River Basin. There is two river crossings on
this project, which has a WS-II; HQW classification. This river is not on the 303(d) list.
Wetlands will not be impacted by the proposed project.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
There will be no direct discharge into the stream. Sheet flow will be utilized as much as
practicable and discharged onto grassed surfaces. Runoff from the proposed structures
will be discharged into grass lined ditches and as far away from the stream as practicable.
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NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Dr. Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
North Carolina Department of Transportation
Project Development and Environmental Analysis
1598 Mail Service Center
Raleigh, NC 27699-1598
Subject:
Dear Dr. Thorpe:
OCT 19 2019„
CNISION OF Hi^:HV AYS
PDEA-OFFICE OF N (IWiL ENVI
Permit No. S W 1100901
TIP No. B-4183, NCSR 1526
Bridges Nos. 28 and 29
State Stormwater Permit
N C Department of Transportation
Madison County
Dee Freeman
Secretary
The Asheville Regional Office received a completed Stormwater Application for the subject project on September 30, 2010.
Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H. 1000. We are forwarding Permit No. SW 1100901 dated October 12, 2010 to the
NC Department of Transportation for the proposed replacement of Bridges Nos. 28 and 29 on NCSR 1526 over Crooked
Creek and Middle Fork Creek in Madison County.
This permit shall be effective from the date of issuance until rescinded and shall be subject.to the conditions and limitations as
specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Mr. Mike Parker at (828)
296-4500.
Sincerely,
tlrdwar?ds', Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
SURFACE WATER PROTECTION SECTION - ASHEVILLE REGIONAL OFFICE t.rOne 1.. 1
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 1 V Ortl lCarolina
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 Naturally
Internet: wm mawaterquality.org An Equal Opportunity 1 Affirmative Action Emoloyer
Division of Water Quality
Coleen H. Sullins
Director
October 12, 2010 .
REt...FE,'37E"D
Dr. Greg Thorpe, Ph.D.
October 12, 2010
Page Two
cc: Randy Henegar, P.E., DOT Hydraulics Unit
Ed Green, Division 13 Maintenance Engineer
Roger Bryan, Division 13 DEO
DWQ Transportation Permitting Unit
Mike Parker, Asheville Regional Office
State Stormwater Management Systems
Permit No. SW 1100901
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
STORMWATER PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
NC Department of Transportation
Madison County
FOR THE
Construction of a public roadibridge in compliance with the provisions of 15A NCAC 2H.1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this permit for replacement of
Bridges Nos. 28 and 29 over Crooked Creek and Middle Fork Creek on NCSR 1526 in Madison County.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified
conditions and limitations:
L DESIGN STANDARDS
I. The runoff from the impervious surfaces has been directed away from surface waters as much as possible.
2. The Amount of built-upon area has been minimized as much as possible.
3. Best management Practices are employed which minimizes water quality impacts.
4. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
5. Vegetated roadside ditches are 3:1 slopes or flatter except for slopes near the box culverts which are 2:1.
6. The temporary driveway for the church onto US 19, concentrates stormwater into a ditch (Station 10+30 to 11+41)
and discharges through a 600 mm pipe onto a riprap disbursement pad. The pad is located 52 meters from Middle
Fork Creek.
II. SCHEDULE OF COMPLIANCE
1. The permittee shall at all times provide adequate erosion control measures in conformance with the approved Erosion
Control Plan.
2. The Director may notify the permittee when the permitted site does not meet one or more of the minimum.
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes have been made.
3. The permittee shall submit all information requested by the Director or his representative within the time frame
specified in the written information request.
4. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and
calculations prior to construction for the following items:
a. Major revisions to the approved plans, such as road realignment, deletion of any proposed BMP, changes
to the drainage area or scope of the project, etc.
b. Project name change.
C. Redesign of, addition to, or deletion of the approved amount of built-upon area, regardless of size.
d. Alteration of the proposed drainage.
5. The Director may determine that other revisions to the project should require a modification to the permit.
III. GENERAL CONDITIONS
This permit is not transferable to any person except after notice to and approval by the Director. The Director may
require modification or revocation and reissuance of the permit to change name and incorporate such other
requirements as may be necessary. A formal permit request must be submitted to the Division of Water Quality
accompanied by the appropriate fee, documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits and may or may not be approved. The
permittee is responsible for compliance with the terms and conditions of this permit until such time as the Director
approves the transfer.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6(A) to 143-
215.6(C).
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal), which
have jurisdiction.
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit as allowed by laws, rules, and regulations contained in Title 15A of the
North Carolina Administrative Code, Subchapter 2H .1000; and North Carolina General Statute 143-215.1 et. al.
The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
6. The permit issued shall continue in force and effect until revoked or terminated.
7. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
Permit issued this the 12th day of October 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT
Permit Number SW 1100901
DOT Bridge Replacement NCSR 1526 TIP No. 4183
Sw 11009901
Division of Water Quality
By Authority of the Environmental Management Commission
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:
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: NC County/parish/borough: Madison City: Mars Hill
Center coordinates of site ([at/long in degree decimal format): Lat. 35.85 ° I4, Long. -82.480 W.
Universal Transverse Mercator:
Name of nearest waterbody: Middle Fork Creek and Crooked Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Crooked Creek flows into Middle Fork
Creek which flows into Little Ivy Creek (River) which flows into The French Broad River
Name of watershed or Hydrologic Unit Code (HUC): 06010105
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different 1D form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
0 Office (Desk) Determination. Date:
0 Field Determination. Date(s):
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Pick List "navigable waters ofthe US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFRpart 329) in the
review area. [Required]
0 Waters subject to the ebb and flow of the tide.
0 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 of the 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):'
0 TNWs, including territorial seas
0 Wetlands adjacent to TNWs
® Relatively permanent water' (RPWs) that flow directly or indirectly into TNWs
0 Non-RPWs that flow directly or indirectly into TNWs
0 Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
0 Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
0 Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
0 Impoundments of jurisdictional waters
0 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: Middle Fork Creek is approx. 67.29 linear feet and Crooked Creek is approx. 127.59 linear feet:
widt h (ft) and/or acres.
Wetlands:0 acres.
c. Limits (boundaries) of jurisdiction based on: Pick List
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable) :3
0 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 forth, 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 III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.I.; otherwise, see Section HLB below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IV 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 III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) 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.I for
the tributary, Section IH.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section IILC below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: PickList
Drainage area: tpick List'
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are Pick Ei'st river miles from TNW.
Project waters are Pick Lisi river miles from RPW.
Project waters are Pick List 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 TN W5:
Tributary stream order, if known:
' Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
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 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: PickLi3t.
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: RIP LL i
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick 'List
Estimate average number of flow events in review area/year: Pick$isi
Describe flow regime:
Other information onduration and volume:
Surface flow is: PICkLlst. Characteristics:
Subsurface flow: Pick-List . Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM' (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list):
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
? Discontinuous OHWM.' Explain:
If factors other than the OH W M were used to determ
? High Tide Line indicated by:
? 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 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 OH W M that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break-
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TN
W:
Flow is: Pick List. Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: PiekUst. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick list aerial (straight) miles from TNW.
Flow is from: Pick,List. _
Estimate approximate location of wetland as within the PijkLast 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: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (YIN) Size (in acres) Directly abuts? (Y/N) 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 Rapanns 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 the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based an the tributary in combination with all of its
adjacent wetlands, then go to Section 111.13:
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 III.D:
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:
El TNWs: li near feet width (ft), Or, acres.
R Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Q Tributaries of TNW where tributaries have continuous flow "seasonally (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
? Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs° that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
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:
? Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.R and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 0 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
? 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 arejurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates forjurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
? Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
? 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): ro
? which are or could be used by interstate or foreign travelers for recreational or other purposes.
? from which fish or shellfish we or could be taken and sold in interstate or foreign commerce.
? which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
? Other factors. Explain:
Identify water body and summarize rationale supporting determination:
"See Footnote 4 3.
To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 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 Aer Jurisdiction Following Rapanoe
Provide estimates for jurisdictional waters in the review area (check all that apply):
? Tributary waters: linear feet widt h (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
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 of jurisdiction 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): Ii near feet width (ft).
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 forjurisdiction (check all that apply):
? Non-wetland waters (i.e., rivers, streams): li near feet, width (ft).
? 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 applicant/consultant: Topographic and Vicinity Map.
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters' study:
? U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:
?, USDA Natural Resources Conservation Service Soil Survey. Citation:
Q National wetlands inventory map(s). Cite name:
? State/Local wetland inventory map(s):
FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
? Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
? Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
? Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT &
ENVIRONMENTAL ANALYSIS BRANCH
MADISON COUNTY
REPLACE BRIDGE NO. 29 OVER MIDDLE FORK CREEK
AND BRIDGE No. 28 OVER CROOKED CREEK ON SR 1526
B-4183
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PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES ADDRESSES
LINDA BUCKNER GREENE 2427 US HIGHWAY 19
GAIL ANITA MARS HILL, NC 28754
RICKY CLEMENTS, KATHY SMITH 7398 S. HIGHWAY 341
VICKI KELLEY CHICKAMAUGA, GA 30707
MIDDLE FORK 111 CROOKED CREEK RD.
BAPTIST CHURCH MARS HILL, NC 28754
VICKI KELLEY 235 BACKHOLLOW RD.
MARS HILL, NC 28754
SHELBY RAY 111 CROOKED CREEK RD.
MARS HILL, NC 28754
N` DOT
DIVISION OF HIGHWAYS
MADISON COUNTY
PROJECT: 33530.1.1 (B-4183)
REPLACE BRGR29 AND BRGR28 OVER
MIDDLE FORK CREEK ON SR 1526
Permit Drawing
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