20080102 Ver 2_Application_20121022

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STATE OF NORTH CAROLINA
WE ANDS AND STO M A T BAH DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
October 10, 2012
U S Army Corps of Engineers
Regulatory Field Office U
151 Patton Avenue, Room 208 Oq _ 0102
Asheville NC 28801-5006
ATTN Ms Loretta Beckwith
NCDOT Coordinator
Subject Application for Section 404 Nationwide Permit 23 & 33 and
Section 401 Water Quality Certification for the proposed
replacement of Bridge No 246 over Laurel Creek on SR 1503
in Madison County Federal Aid Project No BRZ 1503(6),
Division 13, TIP No B-4182
$570 00 debit WBS No 33529 1 1
Dear Madam
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge
No 246 over(Big) Laurel Creek on SR 1503 with a double barrel reinforced concrete box
culvert (RCBC) (2 @ 12'X7 ) There will be a total of 226 linear feet(lf) of stream impact
to Laurel Creek,with 84 lf from the RCBC itself, 50 lf from the necessary minor stream
realignment, and 921f from bank stabilization There will be 0 03 acre of temporary stream
impacts during the installation of the RCBC for de watering activities and erosion control
The site is constrained by a steep natural hillside on the southeastern quadrant and by a
National Register eligible historical property on the northwestern quadrant, the Ebb s Chapel
School NCDOT received a No Adverse Effect with Conditions from the North Carolina
Department of Cultural Resources, State Historic Preservation Office(SHPO) In addition
to NCDOT installing temporary protective fencing around the two rock columns at the
entrance to the school s driveway, the condition requires that the construction activities not
affect the columns
Laurel Creek approaches the crossing from the northeast by running along the edge of the
floodplain adjacent to the roadway It then makes a significant switch back turn through the
existing bridge before reaching a confluence with Puncheon Fork Creek approximately 170
feet downstream and south of the existing bridge To meet current safety and design
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG RALEIGH NC 27610 4328
RALEIGH NC 27699 1598

standards the existing bndge would need to be widened to meet hydraulic requirements the
bridge would need to be lengthened Coupled with the significant skew of the bndge any
bndge design would entail significant impacts to the hillside and the historical property A
culvert crossing allows for a much greater skew to avoid these impacts It also has the added
benefit of creating a smoother transition of the stream through the site and an increased life
expectancy of the structure (see attached Bridge to Culvert Avoidance and Minimization
Summary Checklist)
Additionally the ongmal structure a bridge, was constructed not because a culvert would
not have worked but because the design, materials and labor were not practical in the time
when this structure was built
As shown on the permit drawings the RCBC has been designed with a 2 foot high sill in
one barrel, and alternating baffles with a low flow channel in the other barrel There will be
floodplam benches constructed at the inlet and outlet of the culvert to maintain normal
channel flow The culvert has been designed such that the slope, low flow velocities, and
low flow channel dimensions are consistent with the existing stream The culvert will be
buried one foot below the stream bed to facilitate fish passage through the culvert
Please see enclosed copies of the Pre Construction Notification (PCN), Bridge to Culvert
Avoidance and Minimization Summary Checklist EEP acceptance letter, Stormwater
Management Plan JD package permit drawings and design plans A Categorical Exclusion
(CE) was completed in August 2011 and distributed shortly thereafter Additional copies
are available upon request
Comments from the North Carolina Wildlife Resources Commission(NCWRC) will be
required prior to authorization by the Corps of Engineers By copy of this letter and
attachments NCDOT hereby requests NCWRC review NCDOT requests that NCWRC
forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days
of receipt of this application
This project calls for a letting date of March 19 2013 and a review date of January 29 2013
however,the let date may advance as additional funding becomes available
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 Bill Barrett at [phone]
Sincerely
E
4O1 Gregory J orpe, Ph D , Manager
Project Development and Environmental Analysis Unit
cc
NCDOT Permit Application Standard Distribution List
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�oF'JATF90 Office Use Only
t o Corps action ID no
> DWQ project no
° ® ` 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
1b Specify Nationwide Permit(NWP)number 23 33 or General Permit(GP)number
1c Has the NWP or GP number been verified by the Corps? ❑Yes ® No
1d Type(s)of approval sought from the DWQ(check all that apply)
® 401 Water Quality Certification—Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
le Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit
because written approval is not required'? Certification
❑ Yes ® No ❑ Yes El No
If Is payment into a mitigation bank or in lieu fee program proposed for mitigation ®Yes ❑ No
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
1 g Is the project located in any of NC s twenty coastal counties If yes answer 1 h ❑Yes Z No
below
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 246 over Laurel Creek on SR 1503
2b County Madison
2c Nearest municipality/town Mars Hill
2d Subdivision name not applicable
2e NCDOT only T I P or state B-4182
project no
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 not applicable
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 wabarrett @ncdot gov
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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
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B Project Information and Prior Project History
1 Property Identification
la Property identification no (tax PIN or parcel ID) not applicable
1 b Site coordinates(in decimal degrees) Latitude 35 910 Longitude 82 544
(DD DDDDDD) (DD DDDDDD)
1c Property size 0 6 acres
2 Surface Waters
2a Name of nearest body of water(stream river etc)to Laurel Creek
proposed project
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
Land uses within and near the project area consist of predominately of woodlands wooded buffers adjacent to Laurel
Creek A church and commercial facility are located on the west side of Laurel Valley Road Agnculture is located in the
surrounding area of the project
3b List the total estimated acreage of all existing wetlands on the property
N/A
3c List the total estimated linear feet of all existing streams(intermittent and perennial)on the property
240 If of Laurel Creek
3d Explain the purpose of the proposed project
To replace a structurally deficient bridge Bridge No 246 has a sufficiency rating of 84 6 out of a possible 100 for a new
structure However the bridge has been rehabilitated in the last 3 years due to its deterioration accounting for this
temporary high rating The structure itself is in good shape but it stands on treated timber mud sills lying on the creek
bed and is very susceptible to scour
3e Describe the overall project in detail including the type of equipment to be used
The project involves replacing a 31 foot bndge with a 2 @ 12 X7 Reinforced Concrete Box Culvert 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/ ❑ Yes El No ❑ Unknown
project(including all prior phases)in the past
Comments
4b if the Corps made the jurisdictional determination what type ❑ Preliminary ❑ Final
of determination was made?
4c If yes who delineated the junsdictional areas'? Agency/Consultant Company
Name Of 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
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6 Future Project Plans
6a Is this a phased project'? ❑ Yes ® No
6b If yes explain
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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)
Site1 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 2 ❑ P ❑T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 3 ❑ POT ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 4 ❑ PDT ❑ Yes ❑ Corps
0 N ❑ DWQ
Sites ❑ P ❑ T
Yes ❑ Corps
❑ No ❑ DWQ
Site 6 ❑ POT ❑Yes ❑ Corps
0 N ❑ 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)7 DWQ—non-404 (feet)
other)
Site 1 ® P ❑T RCBC Laurel Creek ® PER ® Corps 12 84
structure ❑ INT ❑ DWQ
dewatenng/ ® PER Z Corps
Site 1 ❑ P®T erosion control Laurel Creek 12 155
for RCBC ❑ INT DWQ
❑
Site 1 ® P ❑T Bank Laurel Creek [El PER ® Corps 12 92
Stabilization ❑ INT ❑ DWQ
Site 1 ® P❑ T Stream Laurel Creek PER El Corps 12 50
realignment ❑ INT ❑ DWQ
Site 5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 6 ❑ P❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h Total stream and tributary impacts 226 Perm
155 Temp
3i Comments The bank stabilization impacts do not require mitigation (see Section D 2a)
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4 Open Water Impacts
If there are proposed impacts to lakes ponds estuanes tnbutanes sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a 4b 4c 4d 4e
Open water Name of
impact number— waterbody Type of impact Waterbody type Area of impact(acres)
Permanent(P)or Of applicable)
Temporary(T)
01 ❑ P ❑ T
02 ❑ P ❑ T
03 0 P 0 T
04 ❑ P❑T
4f Total open water impacts X Permanent
X Temporary
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed then complete the chart below
5a 5b 5c 5d 5e
Wetland Impacts(acres) Stream Impacts(feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
P1
P2
5f Total
5g Comments
5h Is a dam high hazard permit required'?
❑ Yes ❑ No If yes permit ID no
5i Expected pond surface area(acres)
5j Size of pond watershed (acres)
5k Method of construction
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6 Buffer Impacts (for DWQ)
If project will impact a protected npanan buffer then complete the chart below If yes then individually list all buffer
impacts below If any impacts require mitigation 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
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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 site is constrained by a steep natural hillside on the southeastern quadrant and by a National register eligible
histoncal property on the northwestern quadrant the Ebb s Chapel School NCDOT received a No Adverse Effect with
Conditions from the North Carolina Department of Cultural Resources State Histonc Preservation Office(SHPO) In
addition to NCDOT installing temporary protective fencing around the two rock columns at the entrance to the school s
driveway the condition requires that the construction activities not affect the columns
Laurel Creek approaches the crossing from the northeast by running along the edge of the floodplain adjacent to the
roadway It then makes a significant switch back turn through the existing bridge before reaching a confluence with
Puncheon Fork Creek approximately 170 feet downstream and south of the existing bndge To meet current safety and
design standards the existing bridge would need to be widened to meet hydraulic requirements the bridge would need to
be lengthened Coupled with the significant skew of the bndge any bndge design would entail significant impacts to the
hillside and the histoncal property A culvert crossing allows for a much greater skew to avoid these impacts It also has
the added benefit of creating a smoother transition of the stream through the site and an increased life expectancy of the
structure
One barrel of the RCBC will have a 2 foot sill and the other barrel will have alternating baffles with a low flow channel A
floodplain bench will be constructed at the inlet and outlet of the RCBC to maintain normal channel flow The culvert has
been designed such that the slope low flow velocities and low flow channel dimensions are consistent with the existing
stream (see attached Bndge to Culvert Avoidance and Minimization Summary Checklist) Additionally the culvert will be
buried one foot below the stream bed to facilitate fish passage through the culvert An off site detour will be utilized
The onginal structure a bndge was constructed not because a culvert would not have worked but because the design
materials and labor were not practical in the time when this structure was built
lb Specifically descnbe measures taken to avoid or minimize the proposed impacts through construction techniques
Design Standards in Sensitive Watersheds will be used in all phases of construction A trout moratorium will prohibit in
stream work between October 15 Apnl 15 NCDOT s Best Management Practices for Bridge Demolition and Removal
and Best Management Practices for Construction and Maintenance Activities will be implemented
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
®Yes ❑ No
If no explain The NCDOT does not propose mitigation for
stream bank stabilization activities Stabilizing the bank of a
2a Does the project require Compensatory Mitigation for stream does not require fill in the stream bed and therefore
impacts to Waters of the U S or Waters of the State'? 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
2b If yes mitigation is required by(check all that apply) ® DWQ ® Corps
❑ Mitigation bank
2c If yes which mitigation option will be used for this
[31 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
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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 134 linear feet
4c If using stream mitigation stream temperature ❑warm ❑ cool Scold
4d Buffer mitigation requested (DWQ only) square feet
4e Ripanan wetland mitigation requested acres
4f Non npanan wetland mitigation requested acres
4g Coastal (tidal)wetland mitigation requested acres
4h Comments The bank stabilization impacts do not require mitigation(see Section D 2a )
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 ❑ Yes ❑ No
buffer mitigation?
6b If yes then identify the square feet of impact to each zone of the npanan buffer that requires mitigation Calculate the
amount of mitigation required
6c 6d 6e
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (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 pnvate mitigation bank
permittee responsible npanan buffer restoration payment into an approved in lieu fee fund)
6h Comments
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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 npanan buffers identified ❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules'?
1 b If yes then is a diffuse flow plan included'? If not explain why
❑ Yes ❑ No
Comments If required from 1 a see attached buffer 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
El 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 governments junsdiction is this project'? not applicable
❑ Phase II
3b Which of the following locally implemented stormwater management programs ❑ NSW
USMP
apply(check all that apply) ❑
❑Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been El Yes ❑ No
attached'?
4 DWQ Stormwater Program Review
❑ Coastal counties
4a Which of the following state implemented stormwater management programs apply ❑ HQW
(check all that apply) ® ORW
❑ Session Law 2006 246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
attached'? ®Yes ❑ No
5 DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements'? ❑ Yes ❑ No N/A
5b Have all of the 401 Unit submittal requirements been met'? ❑Yes ❑ No N/A
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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 Cleanng 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 Ripanan Buffer Rules(15A NCAC 2B 0200)"
2b Is this an after the fact permit application? ❑Yes ® No
2c If you answered yes to one or both of the above questions provide an explanation of the violation(s)
3 Cumulative Impacts(DWQ Requirement)
3a Will this project(based on past and reasonably anticipated future impacts)result in ❑Yes
additional development which could impact nearby downstream water quality? ® No
3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
Due to the minimal transportation impact resulting from this bridge replacement this project will neither influence nearby
land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be necessary
4 Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition(non discharge or discharge)of wastewater generated from
the proposed project or available capacity of the subject facility
not applicable
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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'?
❑ 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 Cntical
Habitat?
NHP USFWS and NCDOT field surveys
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 histonc or cultural preservation ® Yes ❑ No
status(e g National Histonc 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 histonc 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 Unit coordination with FEMA
8c What source(s)did you use to make the floodplain determination'? FEMA Maps
Dr Gregory J Thorpe, Ph D
C 0c4 '1,7SJ(Z
Applicant/Agents Printed Name lic t/Agents Signature Date
(Agents signature is valid only if an authonzation letter from the applicant
is provided)
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B 4182
Madison County September 26 2012
Bridge to Culvert Avoidance and Minimization Summary Checklist
Proposed Structure Summary
Drainage Area 61 sq ma
DWQ Stream Classification C Tr ORW
Culvert Size and Type Double Barrel 12 W x 7 H reinforced concrete box culvert
Culvert Length 84 3
Minimization Efforts Summary
The proposed culvert will be buried below streambed A sill will be used to restrict low flow to
one barrel only the culvert is sized so that the low flow barrel width is consistent with the
stream low flow width Sills and baffles are used in the low flow barrel to accumulate and retain
natural streambed material and to establish a meandering low flow stream pattern Low flow
benches will be established upstream and downstream of the culvert to establish an appropriate
low flow channel dimension The culvert length has been minimized as much as possible The
culvert slope is consistent with the stream slope Low flow 2-year and 10 year culvert velocities
are consistent with stream flow velocities The culvert will provide a smooth transition from
upstream to downstream with no sharp bends at the inlet or outlet
Stream Slope
Existing average stream slope 1 3%
Proposed culvert slope 1 25%
Fish and/or Aquatic hfe Passage
Existing low flow channel dimensions in the stream The normal low flow dimensions average
12 wide and 0 5 deep
Proposed low flow dimensions through the culvert The culvert will utilize low flow benches and
a sill to direct low flow through the western barrel The low flow dimension will be 12 wide and
0 5 deep
Existing low flow velocities in the stream 1 2 to 2 0 ft/sec
Proposed low flow velocities through the culvert 1 4 to 1 8 ft/sec
Alternating low flow sills/baffles The eastern barrel will use a sill at the entrance to direct low
flow through the western barrel The western barrel will use alternating baffles and sills to
retain stream bed material and establish a meandering stream pattern during extremely low flow
conditions
Culvert Burial
Existing streambed matenal Predominately cobble gravel and sand
Proposed culvert bunal Culvert will be buried one foot below streambed
Proposed sills/baffles 2 high sill in eastern barrel to direct low flow to western barrel
Alternating 1 high baffles with 6 sills at approximately 22 spacing in western barrel
Culvert/Stream Alignment

B 4182
Madison County September 26 2012
Stream patterns upstream and downstream of the culvert that could affect fish passage and bank
stability Bends upstream and downstream of the crossing have the potential for bank erosion
Bed forms impacted by culvert(nffles pools glides etc) No significant bed forms will be
affected by the culvert
Establishment of a low flow floodplain bench required Yes a low flow bench will be
established
Culvert alignment with stream The culvert will create a smooth alignment with the stream with
a just a slight meander
Stream realignment necessary A slight realignment will be necessary to establish the low flow
pattern
Sharp bends at entrance and outlet Sharp bends at the existing bridge will be significantly
reduced by the culvert geometry
Bank stabilization Stream banks will be armored upstream and downstream of the culvert to
maintain stability
Outlet Velocities
Natural stream channel 2yr velocity 5 0 ft/sec
Proposed Culvert 2yr outlet velocity 6 0 ft/sec
Natural stream channel 10yr velocity 6 4 ft/sec
Proposed Culvert 10yr outlet velocity 7 6 ft/sec
Roadway Geometric Considerations
Evaluate/descnbe roadway geometnc constraints
The site is constrained by a steep natural hillside on the southeastern quadrant and by a
historical property on the northwestern quadrant Laurel Creek approaches the crossing from
the northeast by running along the edge of the floodplain adjacent to the roadway It then makes
a significant switch-back turn through the existing bridge before reaching a confluence with
Puncheon Fork Creek approximately 170 feet downstream and south of the existing bridge To
meet current safety and design standards the existing bridge would need to be widened to meet
hydraulic requirements the bridge would need to be lengthened Coupled with the significant
skew of the bridge any bridge design would entail significant impacts to the hillside and the
historical property A culvert crossing allows for a much greater skew to avoid these impacts It
also has the added benefit of creating a smoother transition of the stream through the site and an
increased life expectancy of the structure

Ecosystem
PROGRAM
August 8 2012
Mr Gregory J Thorpe Ph D
Manager Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
B 4182,Replace Bridge Number 246 on SR 1503 over Laurel Creek Madison County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program(EEP)will provide the
compensatory stream mitigation foi the subject project Based on the information supplied by you on August 7
2012 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 Non Coastal
NM Cold Cool Warm Riparian Riparian Marsh Zone I Zone 2
Impacts 134 0 0 0 0 0 0 0
(feet/acres)
This impact and associated mitigation need were under projected by the NCDOT in the 2012 impact data
EEP will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F 3 c in of 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
C2
anne Klimek
✓r r P Acting Duector
cc Ms Lori Beckwith USACE—Asheville Regulatory Field Office
Mr David Wainwi fight Division of Water Quality Wetlands/401 Unit
File B 4182
RP,stor Protect Ow' State ©1
NCDEN ENR
North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652/919 715 0476/www nceep net

STORMWATER MANAGEMENT PLAN
B-4182, WBS No 33529 1 1
MADISON COUNTY
Hydraulics Project Manager Stephen R Morgan PE
Date 7/20/2012
ROADWAY DESCRIPTION
The project involves the replacement of bridge number 246 over Big Laurel Creek on SR
1503 (Laurel Valley RD ) in Madison County The overall length of the project is 0 072
mile The project will replace an existing 30 foot length bridge with a new 2 @ 12 X 7'
RCBC An off site detour will be required
ENVIRONMENTAL DESCRIPTION
The project is located within the French Broad River The proposed bndge is over Big
Laurel Creek which is classified as C Tr
Approximately 0 05 acre of surface water will be permanently impacted and 0 02 acre
will be temporarily impacted
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
Best Management Practices (BMPs) and measures used in the project are non structural
and are an attempt to reduce the storm water impacts to the receiving stream due to
erosion and runoff as well as attenuate and disperse storm water before entering the
receiving waters There is no direct discharge into the receiving water
CULVERT
-L STA 12+15
Replace existing bridge over Big Laurel Creek with double barrel culvert(2 @12 x7 )

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 N/A
Center coordinates of site(lat/long in degree decimal format) Lat 35 544 N Long 82 544 W
Universal Transverse Mercator
Name of nearest waterbody (Big)Laurel Creek
Name of nearest Traditional Navigable Water(TNW)Into which the aquatic resource flows (Big)Laurel Creek then to French Broad
Name of watershed or Hydrologic Unit Code(HUC) 06010105
® Check if map/diagram of review area and/or potential junsdictional 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 JD form
D REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY)
❑ Office(Desk)Determination Date
Field Determination Date(s)
SECTION II SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
There Are nil' navigable waters of the U S within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area [Required]
❑ Waters subject to the ebb and flow of the tide
® Waters are presently used or have been used in the past or may be susceptible for use to transport interstate or foreign commerce
Explain
B CWA SECTION 404 DETERMINATION OF JURISDICTION
There Are waters of the 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) i
❑ TNWs including territorial seas
® Wetlands adjacent to TNWs
❑ Relatively permanent waters2(RPWs)that flow directly or indirectly into TNWs
❑ Non RPWs that flow directly or indirectly into TNWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
❑ Impoundments of jurisdictional waters
❑ 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 lmear feet —550 width(ft)and/or acres
Wetlands N/A acres
c Limits(boundaries)of jurisdiction based on P►ck List
Elevation of established OHWM(if known) 2 290 5
2 Non regulated waters/wetlands(check if applicable)3
❑ Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional
Explain
i Boxes checked below shall be supported by completing the appropriate sections in Section III below
2 For purposes of this form an RPW is defined as a tributary that is not a NW and that typically flows year round or has continuous flow at least seasonally
(e g typically 3 months)
3 Supporting documentation is presented m 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 comp ete
Section III A 1 and Section III D 1 only if the aquatic resource is a wetland adjacent to a TNW complete Sections III A 1 and 2
and Section III D 1 otherwise see Section III B below
1 TNW
Identify TNW
Summarize rationale supporting determination
2 Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is adjacent
B CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY)
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands if any and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met
The agencies will assert jurisdiction over non navigable tributaries of TNWs where the tributaries are relatively permanent
waters (RPWs) i e tributaries that typically flow year round or have continuous flow at least seasonally(e g typically 3
months) A wetland that directly abuts an RPW is also jurisdictional If the aquatic resource is not a TNW but has year round
(perennial)flow skip to Section III D 2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow
skip to Section 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 waterbody4 is not an RPW or a wetland directly abutting an RPW a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW If the tributary has adjacent wetlands the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands This significant nexus evaluation that combines for
analytical purposes the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary or its adjacent wetlands or both If the JD covers a tributary with adjacent wetlands complete Section III B 1 for
the tributary Section III 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 TNWs that flow directly or indirectly into TNW
(i) General Area Conditions
Watershed size Pick List
Drainage area square miles
Average annual rainfall inches
Average annual snowfall inches
(u) Physical Characteristics
(a) Relationship with TNW
®Tributary flows directly into TNW
❑Tributary flows through Pick List tributaries before entenng TNW
Project waters are 25 30 river miles from TNW
Project waters are Pick List river miles from RPW
Project waters are 10 15 aerial(straight)miles from TNW
Project waters are Pick List aerial(straight)miles from RPW
Project waters cross or serve as state boundanes Explain
Identify flow route to TNW5 Big Laurel Creek flows directly to the French Broad River
Tnbutary stream order if known
°Note that the Instructional Guidebook contains additional information regarding swales ditches washes and erosional features generally and in the and
West
5 Flow route can be described by identifying e g tributary a which flows through the review area to flow into tnbutary b which then flows into TNW

(b) General Tributary Characteristics(check all that apply)
Tributary is ❑Natural
❑Artificial(man made) Explain
❑Manipulated (man altered) Explain
Tributary properties with respect to top of bank(estimate)
Average width feet
Average depth feet
Average side slopes Pick List
Primary tributary substrate composition(check all that apply)
❑ Silts ❑Sands ❑Concrete
❑Cobbles ❑Gravel ❑Muck
❑Bedrock ❑Vegetation Type/%cover
❑Other Explain
Tributary condition/stability[e g highly eroding sloughing banks] Explain
Presence of run/riffle/pool complexes Explain
Tnbutary geometry flick List
Tributary gradient(approximate average slope)
(c) Flow
Tnbutary provides for Pick List
Estimate average number of flow events in review area/year Pick List
Describe flow regime
Other information on duration and volume
Surface flow is Pick List Characteristics
Subsurface flow Pick List Explain findings
❑Dye(or other)test performed
Tnbutary has(check all that apply)
❑Bed and banks
❑OHWM6(check all indicators that apply)
❑ clear natural line impressed on the bank ❑ the presence of litter and debns
❑ changes in the character of soil ❑ destruction of terrestrial vegetation
❑ shelving ❑ the presence of wrack line
❑ vegetation matted down bent or absent ❑ sediment sorting
❑ leaf litter disturbed or washed away ❑ scour
❑ sediment deposition ❑ multiple observed or predicted flow events
❑ water staining ❑ abrupt change in plant community
❑ other(list)
❑Discontinuous OHWM 7 Explain
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply)
❑ High Tide Line indicated by ❑ Mean High Water Mark indicated by
❑ oil or scum line along shore objects ❑survey to available datum
❑ fine shell or debris deposits(foreshore) ❑physical markings
❑ physical markings/characteristics ❑vegetation lines/changes in vegetation types
❑ tidal gauges
❑ other(list)
(in) 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
6A natural or man made discontmuity in the OHWM does not necessanly sever jurisdiction(e g where the stream temporanly flows underground or where
the OHWM has been removed by development or agncultural practices) Where there is a break m the OHWM that is unrelated to the waterbody s flow
regime(e g flow over a rock outcrop or through a culvert) the agencies will look for indicators of flow above and below the break
7Ibid

(iv) Biological Characteristics Channel supports(check all that apply)
❑ Riparian corridor Characteristics(type average width)
❑ Wetland fringe Characteristics
❑ Habitat for
❑Federally Listed species Explain findings
❑Fish/spawn areas Explain findings
❑Other environmentally sensitive species Explain findings
❑Aquatic/wildlife diversity Explain findings
2 Characteristics of wetlands adjacent to non TNW that flow directly or indirectly into TNW
(i) Physical Characteristics
(a) General Wetland Characteristics
Properties
Wetland size acres
Wetland type Explain
Wetland quality Explain
Project wetlands cross or serve as state boundaries Explain
(b) General Flow Relationship with Non TNW
Flow is Pick List Explain
Surface flow is Pick List
Characteristics
Subsurface flow Pick Ltst Explain findings
❑Dye(or other)test performed
(c) Wetland Adjacency Determination with Non TNW
❑Directly abutting
❑Not directly abutting
El Discrete wetland hydrologic connection Explain
❑ Ecological connection Explain
❑ Separated by berm/bamer 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 PickList
Estimate approximate location of wetland as within the Pick List floodplam
(u) 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)
❑ Ripanan 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 Rapanos Guidance and
discussed in the Instructional Guidebook Factors to consider include for example
• Does the tributary in combination with its adjacent wetlands(if any) have the capacity to carry pollutants or flood waters to
TNWs or to reduce the amount of pollutants or flood waters reaching a TNW9
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 TNW9
• Does the tributary in combination with its adjacent wetlands(if any) have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs7
• Does the tributary in combination with its adjacent wetlands(if any) have other relationships to the physical chemical or
biological integrity of the TNW9
Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below
1 Significant nexus findings for non RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain
findings of presence or absence of significant nexus below based on the tributary itself then go to Section III D
2 Significant nexus findings for non RPW and its adjacent wetlands where the non RPW flows directly or indirectly into
TNWs Explain findings of presence or absence of significant nexus below based on the tributary in combination with all of its
adjacent wetlands then go to Section 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 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
Q TNWs linear feet width(ft) Or acres
Q Wetlands adjacent to TNWs acres
2 RPWs that flow directly or indirectly into TNWs
Eg Tributaries of TNWs where tributaries typically flow year round are jurisdictional Provide data and rationale indicating that
tributary is perennial named blue line stream(Big Laurel Creek)
❑
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 RPWs8 that flow directly or indirectly into TNWs
❑ Waterbody that is not a TNW or an RPW but flows directly or indirectly into a TNW and it has a significant nexus with a
TNW is jurisdictional Data supporting this conclusion is provided at Section III C
Provide estimates for jurisdictional waters within the review area(check all that apply)
❑ Tributary waters linear feet width(ft)
❑ Other non wetland waters acres
Identify type(s)of waters
4 Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
❑ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands
❑ Wetlands directly abutting an RPW where tributaries typically flow year round Provide data and rationale
indicating that tributary is perennial in Section III D 2 above Provide rationale indicating that wetland is
directly abutting an RPW
❑ Wetlands directly abutting an RPW where tributaries typically flow seasonally Provide data indicating that tributary is
seasonal in Section III B and rationale in Section III D 2 above Provide rationale indicating that wetland is directly
abutting an RPW
Provide acreage estimates for junsdictional wetlands in the review area 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 are junsidictional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for jurisdictional wetlands in the review area acres
6 Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to such waters and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands have a significant nexus with a TNW are jurisdictional Data supporting this
conclusion is provided at Section III C
Provide estimates for jurisdictional wetlands in the review area acres
7 Impoundments of jurisdictional waters'
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 cntena for one of the categones 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) io
O which are or could be used by interstate or foreign travelers for recreational or other purposes
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce
0 which are or could be used for industrial purposes by industries in interstate commerce
❑ Interstate isolated waters Explain
❑ Other factors Explain
Identify water body and summarize rationale supporting determination
'See Footnote#3
9 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 Act Jurisdiction Following Rapanos

Provide estimates for jurisdictional waters in the review area(check all that apply)
a Tributary waters linear feet width(ft)
® Other non wetland waters acres
Identify type(s)of waters
El Wetlands acres
F NON JURISDICTIONAL WATERS INCLUDING WETLANDS(CHECK ALL THAT APPLY)
® If potential wetlands were assessed within the review area these areas did not meet the cntena 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
El 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 imgated agriculture) using best professional
Judgment(check all that apply)
® Non wetland waters(i e rivers streams) linear 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 for junsdiction(check all that apply)
✓ Non wetland waters(i e rivers streams) linear feet width(ft)
® Lakes/ponds acres
® Other non wetland waters acres List type of aquatic resource
0 Wetlands acres
SECTION IV DATA SOURCES
A SUPPORTING DATA Data reviewed for JD(check all that apply checked items shall be included in case file and where checked
and requested appropriately reference sources below)
❑ Maps plans plots or plat submitted by or on behalf of the applicant/consultant
❑ Data sheets prepared/submitted by or on behalf of the applicant/consultant
❑Office concurs with data sheets/delineation report
❑Office 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 NC 24K Quad Sams Gap
El USDA Natural Resources Conservation Service Soil Survey Citation
® 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
El Applicable/supporting scientific literature
❑ Other information(please specify)
B ADDITIONAL COMMENTS TO SUPPORT JD

fJ
PROPS TY OWNE I'; S
NAMES AND ADDRESSES
PARCEL NO NAMES ADDRESSES
1 BRIGHT HOPE LAUREL 271 LAUREL VALLEY RD
UNITED METHODIST MARS HILL, NC 28754
CHURCH
2 UPPER LAUREL 271 LAUREL VALLEY RD
COMMUNITY MARS HILL, NC 28754
CENTER
3 ENNA D ANGLIN P 0 BOX 217
& GRACE A HOYLE BURNSVILLE, NC 28714
NCDOT
DIVISION OF HIGHWAYS
MADISON COUNTY
PROJECT 3352911 (B-4182)
BRIDGE NO 246 OVER
BIG LAUREL CREEK ON
SR 1503 (LAUREL VALLEY RD)
per
SHEET -2- OF 07/03/12

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VI C IN IT Y PROJECT 3352911 (B-4182)
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