20090838 Ver 1_Application_20090804

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY PERDUE
GOVERNOR
July 29, 2009
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
GENE Cohn
SECRETARY
19@20yq
(090838 AUG 4 2009
DENR - WATER QUALITY
ATTN: Mr. David Baker t4 ueosANDSTORMWATERBRANcN
NCDOT Coordinator
Subject: Application for Section 404 General Permit 31 and Section 401 Water Quality
Certification for the proposed replacement of Bridge No. 134 over Stony Fork
Creek on NC 151 in Buncombe County, Federal Aid Project No. BRSTP-151(10);
Division 13; TIP No. B-4034
$570.00 debit WBS 3340
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 134
over Stony Fork Creek on NC 151. There will be 439 feet of permanent surface water impacts. This
project has an unusually complex design due to steep topography. Please consider the following as a
further explanation of impacts:
1) Stream relocation: The UT to Stony Fork Creek is being relocated from the fill slopes on
the new road. It may appear that it is the detour route that pushes it over when it is actually
the fill. Natural stream design was investigated for the stream location. However, due to
steep topography in this area, natural stream design is not possible. (Permit drawing 5 of 14)
2) Existing pipe location: Channel work in this area will impact the bottom of the stream and
therefore not qualify as bank stabilization. (Permit drawing 6 of 14)
3) Existing bridge location: Due to hydraulic modeling and the bend just downstream of the
bridge, there is evidence to indicate that the stream will have a tendency to scour over time,
and compromise the bridge abutment. Because of this, the existing abutment will remain in
place to stabilize the bank. To create a larger hydraulic opening, the abutment will be cut so
that it is one foot above the normal water mark and the bank will be rip-rap up to the
abutment. There is a cross section which illustrates the areas to be excavated in order to
provide a larger hydraulic opening. (Permit drawing 14 of 14)
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] ENVIRONMENTAL RESOURCE CENTER
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 4701 ATLANTIC AVENUE, SURE 116
1598 MAIL SERVICE CENTER WESSITE: WWW.NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 276 99-1 548
4) As a minimization measure, Corrugated Steel Pipe Arches (CSPA) will be installed where
the private drive and new road crosses the relocated UT to Stony Fork Creek. CSPA pipes
decrease the amount of needed fill, reduce fill slopes and reduce over-all length of pipes.
(Permit drawing 8 of 14)
Please see enclosed copies of the Pre-Construction Notification (PCN), EEP acceptance letter,
Stormwater Management Plan, permit drawings and design plans. The Categorical Exclusion (CE)
was completed in August 2007 and the Right-of-Way Consultation was completed in October 2008.
Documents were distributed shortly thereafter. Additional copies are available upon request.
This project calls for a letting date of February 16, 2011 and a review date of December 29, 2010.
However, the project may be advanced as funding becomes available.
Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be required
prior to authorization by the Corps of Engineers. By copy of this letter and attachments, NCDOT
hereby requests NCWRC review. NCDOT requests that NCWRC forward their comments to the
Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application.
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 Jeremy Leamer at [phone].
Sinoerel (C? n J
Gregory J. Thorpe, /Ph.D.
Environmental Management Director, PDEA
w/attachment
Mr. Brian Wrenn, NCDWQ (5 copies)
Ms. Marla Chambers, NCWRC
Ms. Marella Buncick, USFWS
w/o attachment (see permit website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
J. J. (Jay) Swain, Jr., P.E., Division 13 Engineer
Mr. Mark Davis, DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Pam Williams, PDEA
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
O?OF W A rEA
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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 ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 198200031
1c. Has the NWP or GP number been verified by the Corps? ®Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Replacment of Bridge 134 over Stony Fork Creek on NC 151
2b. County: Buncombe
2c. Nearest municipality / town: Asheville
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B-4034
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable):
not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.474488 Longitude: - 82.741119
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 3.97 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to

proposed project: Stony Fork Creek
2b. Water Quality Classification of nearest receiving water: C Tr
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:
NC 151 is a two lane highway transacting a semi-rural area with mostly residential development.
3b. List the total estimated acreage of all existing wetlands on the property:
.75 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,430
3d. Explain the purpose of the proposed project:
To replace a functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 42-foot bridge with a 85-foot, box-beam spanning structure on the existing alignment with
an on-site detour utilizing a temporary bridge, which will be removed. A UT to Stony Fork Creek is being relocated due to
the fill slopes for the new road. Natural stream design was investigated. However, due to very steep topography in the
area, this is not possible. Standard road building equipment, such as trucks, dozers, and cranes will be used, including
manual labor.
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 poor phases) in the past? ? Yes ®No ? Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
f d Prelimina

Final
E] ry [I
o
etermination 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.
6. Future Project Plans
6a. Is this a phased project? ? Yes ®No
6b. If yes, explain.
3
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
® Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
Site 1 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 2 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 3 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 4 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 5 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts X Permanent
X Temporary
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, 10 width
Temporary (T) (INT)? DWQ-non-404, (feet)
other)
Site 1 ® P ? T Fill, piping, UT to Stony Fork ® PER ® Corps 3 375
relocating ? INT ? DWQ
Site 2 ® P ? T Bridge Stony Fork ® PER ® Corps 16 64
Installation ? INT ? DWQ
Site 3 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 4 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 5 ? PC] T ? PER ? Corps
? INT ? DWQ
Site 6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts Perm
4
0
0 Temp
3i. Comments:
4
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all o en water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number - waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Temporary T
01 ® P ? T N/A Fill Pond <0.01
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts <0.01 Permanent
0 Temporary
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.

Pond ID Wetland Impacts (acres) Stream Impacts (feet) Upland

n
b Proposed use or (acres)
um
er purpose of pond Excavat
Flooded Filled
ed Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWO)
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 mitigation, then y 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)
Temporary T required?
61 ?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.
The proposed bridge is 44 feet longer than the existing bridge and the hydraulic connectivity will be increased by
excavating material beneath the old bridge. It will be in the same location as the existing structure with a temporary on-
site detour using a temporary bridge; an off site detour is not practical. The "do-nothing" alternative was not considered
due to the resulting elimination of the use of NC 151 and closing or removing the bridge. A moratorium for in-stream work
to protect trout is in effect from January 1 to April 15 in addition to Design Standards in Sensitive Waters.
1b . Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Corrogated Steel Pipe Arches will be installed at the private drive and new road crossing for the relocated UT to Stony
Fork Creek. These pipes (CSPA) reduce the amount of fill and the overall length of pipes. Impacts will also be minimized
by constructing a spanning structure and surficial bridge runoff will not be directed into Stony Fork Creek via deck drains
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: 439 linear feet @ 2:1 = 878 linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ®cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
7
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.

Comments: if yes, see attached permit drawings. ? Yes ? No
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? N/A
2b . Does this project require a Stormwater Management Plan? ® Yes ? No
2c . If this project DOES NOT require a Stormwater Management Plan, explain why:
2d . If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
See attached permit drawings.
? Certified Local Government
2e . Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Slormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? not applicable
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
El USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ? HOW
(check all that apply): ? ORW
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stonnwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
9
F: Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1b. If you answered 'yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ® Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
tc. 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: CE distributed. Additional copies available per request.
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.
N/A
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
10'
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ?No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
? Yes ® No
impacts?

5c. If yes, indicate the USFWS Field Office you have contacted. ?
Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS website, NHP and NCDOT field surveys. All Biological Conclusions are No Effect.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ®No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ®No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps

Dr. Greeory J. Thorpe. Ph D /1
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May 12, 2009
Mr. David Baker
U. S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Dear Mr. Baker:
Subject: EEP Mitigation Acceptance Letter:
B-4034, Replace Bridge Number 134 over Stony Fork Creek on NC 151,
Buncombe County; French Broad River Basin (Cataloging Unit 06010105);
Southern Mountains (SM) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will
provide the compensatory stream mitigation for the unavoidable impact associated with the above
referenced project. As indicated in the NCDOT's mitigation request dated May 4, 2009, stream
mitigation from EEP is required for 439 feet of cold stream impact.
Mitigation associated with this project will be provided in accordance with Section X of -
Amendment No. 2 to the Memorandum of Agreement between the N. C. Department of Environment and
Natural Resources, the N. C. Department of Transportation, and the U. S. Army Corps of Engineers fully
executed on March 8, 2007 (Tri-Party MOA). EEP commits to implement sufficient stream mitigation up
to 878 cold stream credits to offset the impacts associated with this project -by the end of the MOA year in
which this project is permitted. 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,
Wi am D. Gihnon, P.E. IV?I
EEP Director
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: B-4034
RP?StDYLil9... E?tLia?tcut9... Pro" Our rtat&

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

STORMWATER MANAGEMENT PLAN
Project: 33401.1.1
TIP No. B-4034
Buncombe County
5/19/2009
Hydraulics Project Manager: Max Price, P.E. (Wetherill Engineering),
Marshal Clawson, P.E. (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION to
The project B-4034 involves the replacement of Bridge No. 134 on NC151 over
Stony Fork Creek in Buncombe County. The existing bridge is a 1 @ 41.3' reinforced
concrete thru girder with concrete abutments, it is 20.3 feet wide. The proposed
replacement structure is a 1@ 85' box beam bridge with spill through abutments, and will
be 33.5 feet wide. The roadway grade will be raised approximately 1.8 feet in the vicinity
of the bridge in order to maintain the same low steel elevation as the existing structure.
The existing roadway approach section is 18 feet of pavement with grass shoulders that
are approximately 2 feet wide. The proposed roadway approaches to the bridge will
consist of 2- 12 foot lanes with 8 foot shoulders. (4 foot paved, 4 foot grassed). The
intersection of SR-1102 (Davis Chapel Church Road) on the south end of the bridge, and
a private drive on the north end of the bridge require relocating to improve sight
distances. A temporary one lane detour will be constructed on the west side of NC 150. A
temporary detour bridge 85 feet in length will be constructed approximately 40 feet
downstream of the existing bridge. The project drainage system will consist of cross
pipes, grated inlets with associated pipe systems, drive pipes, roadway swales, and lateral
storm water swales.
ENVIRONMENTAL DESCRIPTION
The project is located in the French Broad River Basin. The NCDWQ surface
water classification for Stony Fork Creek is C (Aquatic Life and Secondary Recreation)
and Trout Waters. There are also four unnamed tributaries and a pond located in the
project area, and they receive the same classification as Stony Fork Creek. No
Outstanding Resource Waters, Water Supply Watersheds or watershed Critical Areas
occur within one mile of the project area. There will be no impacts to jurisdictional
wetland as a result of this project. There will be +/- 0.05 acres permanent surface water
impacts, and 459 feet of permanent channel impacts.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation
of the states surface waters by the location, construction and operation of the highway
system. The BMPs are activities, practices and procedures taken to prevent or reduce
stormwater pollution. The BMPs and measures that will be used on this project to reduce
stormwater impacts are rip rap energy dissipater pads to diffuse velocities at pipe outlets.
No direct discharge from the bridge deck into Stony Creek. Storm drainage was designed
to discharge runoff from paved surfaces in such a way as to maximize the grass swale or
natural vegetated swale flow length before discharging into stream. The temporary detour
was located on the west side on NC 150 in order to avoid impacts to the wetland located
on the east side on NC 150. A one lane detour with signals was utilized in order to
minimize the foot print of the temporary detour construction. A single span permanent
bridge structure was utilized in order to avoid placing bridge bents in the stream or at the
water edge in order to avoid local scour.
SITE
BUNCOMBE COUNTY SEE INSET
BELOW '
I

VICINITY MAP
f

N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
BUNCOMBE COUNTY
WETLAND STREAM PROJECT: 33401.1.1 (B-4030
IMPACTS BRIDGE NO. 134 OVER STONY
VICINITY MAP FORK CREEK ON NC 151
SHEET OF 2/17/09
o

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PARCEL NO.
PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES
8
9
10
11
NOREEN F.KLAUS
KATHLEEN A.KLAUS
BEN R.MORGAN AND
DEBORAH H.MORRELL
ADDRESSES
6768 Trammel Drive Milken, Fla 3$570
RR1, P.O. Bo: 665A Candler, NC $8715
87 Davis Chavoel Rd. Candler, NC 28715
ROCKLAND D. MCKINNEY AND 1937 Pisgah Highway Candler, NC $8715
CELESTE S. MCKINNEY
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