20090995 Ver 1_Application_20090916

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og pG Office Use Only:
:01 r ® Corps action ID no.
5 Y DWQ project no.
Form Version 1.3 Dec 10 2008
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Pre-Construction Notification PC Form
A. Applicant Information
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Ls
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1. UU
Processing J
la. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit f 21111
OENR
WATER M41 Ily
1b. Specify Nationwide Permit (NWP) number: 3/14 or General Permit (GP) number: 1URMWATEltMAIM
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 N 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 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: PRA-BLRI 2H13, 2J16
2b. County: BURKE, CALDWELL, AVERY, WATAUGA
,2c. Nearest municipality / town: Linville
?4d. Subdivision name: n/a
'2e. NCDOT only, T.I.P. or state
project no: n/a
3. Owner Information
3a. Name(s) on Recorded Deed: Blue Ridge Parkway/National Park Service/Department of the Interior
-3b. Deed Book and Page No. n/a (federal land)
rsc. Responsible Party (for LLC if
applicable): Phil Francis, Park Superintendent
3d. Street address: 199 Hemphill Knob Road
3e. City, state, zip: Asheville NC 28803-8686
3f. Telephone no.: _(828) 271-4779_
3g. Fax no.: 828) 271-4313
3h. Email address: [e-mail]
Page 1 of 12
PCN Form -Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify Federal Highway Administration
4b. Name: Kevin Rose, Environmental Compliance Specialist
4c. Business name
(if,applicable)p. ,•'r
;;4ii. Street addr'ess` ` J 21400 Ridgetop Corcle
4e. City, state, zip;r, Sterling, VA 22630
4f. Telephone no.: 571-434-1541
4g. Faz no.. ; °c,1 3: = 703-404-6217
4h. Email address: KEVIN. [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.,
5g. Email address:
IF

Page 2 of 12
PCN Form -Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): NA
1 b. Site coordinates (in decimal degrees): Latitude: 36.1200 Longitude: - 81.7800
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 94 acres
2. Surface Waters
Stream name Water Quality Basin
Classification
Boone Fork C; TR; ORW Watauga
Green Mountain Creek C Catawba
Dixon Creek C Catawba
2a. Name of nearest body of water (stream, river, etc.) to Little Wilson Creek C; TR; ORW Catawba
proposed project: Wilson Creek B; TR; ORW Catawba
Linn Cove Branch B; TR; OR Catawba
Stack Rock Creek C; TR; ORW Catawba
Stacey Creek C; TR Catawba
Camp Creek C Catawba
Linville River C;TR Catawba
LIT of Linville River N/A Catawba
2b. Water Quality Classification of nearest receiving water: SEE 2a above
2c. River basin: Catawba, Watauga
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:
The Blue Ridge Parkway is a 469 mile long corridor of park land used for recreation and resource preservation
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:
2200'
3d. Explain the purpose of the proposed project:
Resurface a 20 mile section of the Blue Ridge Parkway and perform drainage repairs/improvements.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Blue Ridge Parkway is a two-lane asphalt paved roadway. This project consists of milling and resurfacing and
rehabilitating the Parkway, overlooks, parking areas, one Visitor Center parking area, developed areas, spurs and access
roads from Milepost 298.6 to Milepost 317.5, which is designated as Section 2H and Section 2J. There are also 14
bridges, 1 box culvert and 19 parking and overlook areas within the limits of this project. The project includes pavement
removal, milling, pavement reconstruction, pavement patching, asphalt paving, shoulder stabilization, stone curb removal
and replacement, concrete curb removal, drainage work, guardrail replacement and miscellaneous work. Drainage work
consists of inspecting and evaluating culverts, inlets, end-sections, headwalls, and ditches for adequate capacity and
condition. Recondition, repair, or replace drainage appurtenances, as required. Also, safety design and recommendations
for safety improvements will be required. See Scoping report for additional information.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes ? 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 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.
NC Department of Environmental and Natural Resources- Erosion and Sediment Control Review/ NPDES NOI submitted
on August 19, 2009. Have not received response.
6. Future Project Plans
6a. Is this a phased project? ? Yes ®No
6b. If yes, explain.
Page 4 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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
W1 ? PE] T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
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 jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent
-non-404,
width
(linear
Temporary (T) T)?
(IN T)? other) (feet) feet)

S1 ®P ? T Riprap placement
MP 300
Green Mtn Creek ® PER ® Corps
300
7
2
Station 13+95 ?INT ?DWQ .
Riprap placement

S2 ®P ? T MP 300
Station 58+07
Dixon Creek ® PER ® Corps
100 37.8

MP 301 ? INT ? DWQ 9.5
Station 4+32
Riprap placement

S3 ®P ? T MP 311
Station 16+60
Stacey Creek ® PER ® Corps
100 37.6

MP 312 ? INT ? DWQ 24.1
Station 4+26
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T I ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 116.1
3i. Comments:
Page 6 of 12
PCN Form -Version 1.3 December 10, 2008 Version
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 individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments: n/a
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond'
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require 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 Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora T impact required?
B1 ?P?T ?Yes
? No
62 ?P?T ?Yes
? No
?Yes
B3 ?P?T ? No
6h. Total buffer impacts
6i. Comments: n/a
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See scoping report, attached
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See erosion and sediment control narrative (sheet G1), BMPs
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
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

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

? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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:
Page 9 of 12
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ®No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.

Comments: Yes
? ? No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 10%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Low Density- no new development-
roadway maintenance project
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
? 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? Burke, Caldwell, Avery, Watauga
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c.
. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties

4a.
Which of the following state-implemented stormwater management programs apply ? HOW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 10 of 12
PCN Form -Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ® Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes
®No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 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 0 Yes ® No
additional development, which could impact nearby downstream water quality?
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.
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.
Page 11 of 12
PCN Form -Version 1.3'December 10, 2008 Version

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?
Sc. If yes, indicate the USFWS Field Office you have contacted. El Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Endangered Species impacts were assessed by the NPS/ Blue Ridge Parkway natural resource staff, see Categorical
Exclusion document
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?
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?
National Park Service assessment, see Categorical Exclusion document
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:
8c. What source(s) did you use to make the floodplain determination?
?`edi ? ? • ??l e -
6 ??S l?
Applicant/Agent's Printed Name Appic ent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is rovided.
Page 12 of 12
PCN Form -Version 1.3 December 10, 2008 Version

BLRI 2H13 &2J16
DESIGN SCOPING REPORT
Project PRA - BLRI 2H 13 & 2J 16
for
BLUE RIDGE PARKWAY
BURKE, CALDWELL, AVERY AND WATAUGA COUNTIES
NORTH CAROLINA
National Park Service
Federal Highway Administration
Eastern Federal Lands Highway Division
Sterling, Virginia
June 2004
BLRI 2H13 &2J16
1. PROJECT DESCRIPTION
DESIGN SCOPING REPORT
A. Narrative Describing Purpose and Need For Project
1. Relevant Project History: Scoping Meeting was held on August 20, 2003.
2. General Project Description and Nature of Work (attach Location and Project Map): The project consists of the
resurfacing of Section 2H and Section 2J of the Blue Ridge Parkway from Milepost 298.6 to Milepost 317.5. This
project will overlay 18.9 miles and includes repaving of overlooks, parking areas, developed areas, one Visitor
Center parking area, spurs, and access roads. All resurfacing should include the placement of a wedge and level
binder for correcting roadway cross-slope deficiencies, and wearing course. In addition, all drainage
improvements should be included.
(a) GENERAL
The Blue Ridge Parkway is a two-lane asphalt paved roadway. This project consists of milling and resurfacing
and rehabilitating the Parkway, overlooks, parking areas, one Visitor Center parking area, developed areas,
spurs and access roads from Milepost 298.6 to Milepost 317.5, which is designated as Section 2H and Section 2J.
There are also 14 bridges, 1 box culvert and 19 parking and overlook areas within the limits of this project. The
project includes pavement removal, milling, pavement reconstruction, pavement patching, asphalt paving,
shoulder stabilization, stone curb removal and replacement, concrete curb removal, drainage work, guardrail
replacement and miscellaneous work. Drainage work consists of inspecting and evaluating culverts, inlets, end-
sections, headwalls, and ditches for adequate capacity and condition. Recondition, repair, or replace drainage
appurtenances, as required. Also, safety design and recommendations for safety improvements will be required.
(b) PARKWAY
The project limits extend between Milepost 298.6 at Holloway Mountain Road and Milepost 317.5 at US 221, end
of Section 2J and beginning of Section 2K. Provide pavement reconstruction or patching in areas of subgrade
distress or where pavement is severely deteriorated. Mill and overlay or overlay entire Parkway within project
limits. Clean and overlay all asphalt ditches not requiring reconstruction. Repoint and/or reconstruct rubble
ditches as required. Regrade all shoulders with aggregate-topsoil to within %2 inch of edge of final pavement
grade. Replace deteriorated guardrail with new steel-backed timber guardrail and extend to cut slopes or clear
zone, as required. Reset guardrail having steel backing to meet standard horizontal and vertical requirements.
Analyze Parkway for safety improvements, including locations requiring placement of guardrail and signs.
Provide breakaway sign supports as required and replacement of old or damaged sign panels not meeting
current MUTCD standards for size, legend, color or retroreflectivity. Restripe new pavement using Polyurea
pavement markings. Evaluate and correct pavement markings for sight distance and passing zone. In addition,
provide the following:
(1) Milepost 305.1, Bridge over US 221. Provide stone dead man on all four sides or tie guardrail into wingwalls
with NPS and FHWA approved detail(s). For the access ramp, replace the existing traffic counter loops and
replace the existing traffic counter with a Diamond "T" Traffic Tally Counter No. 41. Resurface ramps to
US 221. Remove and reset curb around both traffic islands. At headwall of the 36-inch pipe, repair single
stone. Correct uneven pavement surface at both bridge approaches.
(2) Milepost 307.9 at SR 1511. On right side pave apron and on left side pave to radius, align right and left
roadways. The off ramp is to be removed and vegetated. The existing stone headwall is to be reset.
(3) Milepost 310.3 at SR 1519. Pave to end of radius at northwest corner, add 25-foot paved radius.
(4) Milepost 311.2 at SR 1518 (Old Jonas Ridge Road). Pave off ramp to State Road to the 25-foot radius point
and tie to state pavement limits. At State Road only pave to 25-foot radius point.
(5) Milepost 312.2 at SR 181. Mill and resurface to State Road. Repaint and/or reset stone as needed at traffic
island. Install loops and a Diamond "T" Traffic Tally Counter No. 41 on ramp. At the State Road correct
the return radius at the ramp.
BLRI 2H13 & 2,116
(6) Milepost 312.9 at SR 1274 (Rose Hollow). On right side pave to 25-foot radius. Existing 21-inch pipe to be
extended six feet to the north and a new stone headwall constructed. On left side pave to State Road.
(7) Milepost 313.2 at SR 1273. Pave to end of radius on both sides. Provide 70 feet of 19" x30" elliptical pipe
with stone headwalls. Realign ditch to match new pipe.
(8) Milepost 314.1 at SR 1272 (Donald Barrier Road). Pave to end of radius both sides. Check for existing
utilities (either electrical or telephone) to avoid possible conflicts.
(9) Milepost 314.5 at SR 1217 (Parkway Road). Pave to end of radius both sides. Existing 12-inch steel pipe to
remain.
(10) Milepost 316.4 at Linville Falls Visitor Center. Pave both sides of traffic island, paving to point where road
maintains normal width. Repaint stone curb as required. Repair Type B storm inlet top.
(11) Milepost 316.6 at Linville River Bridge. Repair sidewalk at a minimum 100 feet on left side and 50 feet of
right side of bridge. At time of final design evaluate replacing all the sidewalk or hydrablast one inch from
all the sidewalk and replace with a polymer-modified Portland cement mortar/concrete (SikaTop 122).
Reset or repoint stone curb as required. Mill and overlay bridge deck. SeaUcaulk between back face of curb
and concrete sidewalk.
(12) Milepost 317.5 at US Route 221. Pave to State Route. Repoint traffic island curbs as needed. For bridge
over US Route 221, add 145 feet of underdrains on each side to drain subsurface water from the bridge fill,
and reseed disturbed area as required.
(13) Mill bridges with bituminous wearing surface 1 to I %: inches and overlay with I to 1 %: inches of asphalt
pavement. Linn Cove Viaduct has a membrane between the concrete deck and the asphalt pavement.
Milling or the asphalt pavement on Linn Cove Viaduct may not be possible.
(14) Reseal all concrete bridge deck cracks where required.
(c) PARKING AND PULL-OFFS
Remove and reset stone curb. Replace any broken stone curb with stone curb matching the appearance of the
existing curb. Provide pavement patching in areas of subgrade distress or where pavement is severely
deteriorated. Overlay all parking and pull-off areas a minimum of 1 %: inches overlay. Taper the asphalt
overlay to 1-inch thickness at all stone curb not being removed and reset, or replaced, in a 3-foot distance from
the curb face. Clean and overlay all asphalt ditches not requiring reconstruction. Restripe all parking stalls. In
addition, provide the following:
(1) Cold Prong Pond Overlook at Milepost 299.0. Repaint existing curb, remove and replace sidewalk.
Improve the trail access by installing 8 stone steps with a 6-inch rise, 1-foot tread, by 4 feet long.
(2) Calloway Park Overlook at Milepost 299.7. Repoint existing curb, remove and replace sidewalk, and seal
cracks in parking area. Overlay with 1 Y. inches of asphalt pavement, at curb feather asphalt pavement in a
3-foot distance to I inch.
(3) Boone Fork Overlook at Milepost 299.9. Repaint existing curb, seal cracks, add transition fill at trailhead,
and repair sidewalk as required.
(4) Green Mountain Overlook at Milepost 300.6. Seal cracks between back of curb and sidewalk as required.
(5) Pilot Ridge Overlook at Milepost 301.8. Remove and replace sidewalk.
(6) Wilson Creek Valley Overlook at Milepost 302.1. Repaint curb and stone rubble island as required, remove
and replace sidewalk, and reset curb. Provide new interpretive sign for overlook.
(7) Raven Rocks Overlook at milepost 302.4. Remove and replace sidewalk. Clean outfall of 30-inch pipe.
Replace interpretive sign. Remove and reset 30 linear feet of stone curb and reconstruct pavement failure at
north end of overlook.
BLRI 21-113 &2,116
(8) Rough Ridge Parking area at Milepost 302.8. Repaint wall and curb as required, mill 1 %i inches of
pavement from parking area and replace with 1 %: inches pavement, and restripe parking area. Repaint
stone rubble island.
(9) Wilson Creek Overlook at Milepost 303.6. Repaint wall, stone stairs and curb as required. Remove 150 feet
of curb and sidewalk, reset curb and replace sidewalk to allow flume to drain.
(10)Yonahlossee Overlook at Milepost 303.9. Remove and replace sidewalk and add fifty feet of new sidewalk at
south end of parking area. Repaint curb as required and remove and reset median curb.
(11) Stack Rock parking area at Milepost 304.8. Reset 37 feet of curb at north end to drain to inlet on opposite
end. Remove and replace sidewalk.
(12) Beacon Height parking area at Milepost 305.2. Remove and reset curb, remove sidewalk and replace with
new sidewalk. Seal cracks in pavement. Reset sign to align with sidewalk and pave four feet all around sign.
Replace inlet with an EFLHD Type 6A inlet with frame and grate.
(13) Grandfather Mountain View at Milepost 306.6. Repaint existing curb. Seal pavement cracks as required.
(14)Grandmother Mountain Parking Area at Milepost 306.4. Remove and replace stone curb with Grandfather
Mountain stone, if possible. Deliver salvaged stone curb to the Linville Falls Maintenance Area at milepost
316.4. Remove north inlet and regrade to south inlet. Seal cracks as required.
(15) No Name parking area at Milepost 306.6. Remove and replace curb, seal cracks as required.
(16) Flat Rock Trail parking area at Milepost 308.3. Remove and reset curb, replace about 50 feet of stone curb
with stone curb salvaged from other overlooks. Reset pipe at south end and regrade ditch. Seal cracks as
required. Provide handicap accessible, paved walkway to picnic table and pave four feet all around.
Replace picnic table with government furnished picnic table. Remove existing yield sign.
(17) Lost Cove Cliffs Overlook at Milepost 310.0. Remove and reset curb as needed, repoint where needed and
place fill behind curb and provide turf establishment. Pave three feet past sign, fill around sign as needed.
Provide handicap accessible, paved walkway to picnic table and pave four feet all around. Replace 4-inch
pipes at corners and repave as needed, provide positive drainage. Provide stone headwalls at ends of
existing 18 inch CMP culvert. Remove and reset stone curb in traffic island.
(18)Camp Creek Overlook at Milepost 315.5. Remove and replace curb, seal cracks in pavement. Evaluate
adding an EFLHD Type 6A inlet with frame and grate or running drainage to north end of curb and drain
into waterway.
(19) Linville River Parking Area at Milepost 316.5. Overlay entrance road to gate. Remove and reset stone curb
in radii at entrance to parking area. Repaint stone curb as needed with 100 feet needing to be reset. Seal
pavement cracks as required. Infield area needs to be regraded to drain to inlet.
(d) Linn Cove Visitor Center Parking Area. Remove and replace the sidewalk next to retaining wall and the
sidewalk along the back parking area, realign and repoint stone curb as required, seal pavement cracks in
parking area, overlay the parking area and access road, and restripe parking area.
3. Major Issues and Concerns: At various locations there are stone guardwalls and timber guardrails along the
Parkway, which may not be of proper height and configuration to meet present safety standards. These
potential deficiencies should be investigated during design. It is very possible that the NPS will decide not to
compromise the historical integrity of the stone guard walls or replace the timber guardrails not meeting current
AASHTO standards for safety.
B. Project Identification
Type: _ New _ Reconstruction X Rehabilitation - Resurfacing
Length: Parkway: 18.9 miles;
Award Fiscal Year: 2006
Account Number:
Terrain: F ark _ Rolling X Mountainous
Client Agency: National Park Service
BLRI 21-113 &2J16
Maintaining Agency: National Park Service
Road Name/Number: Blue Ridge Parkway, NPS
Park/Forest: Blue Ridge Parkway, NPS
Region: Southeast
State: North Carolina
County: Burke, Caldwell, Avery and Watauga
BLRI2H13 & 2,116
IL PROJECT FUNDING
A. Narrative Describing Basis of Funding:
The program estimate is very preliminary and is based on the NPS estimate.
Check all that apply:
X Client Estimate _ Available Funds X EFLHD Preliminary Design Estimate
- Program Eng. Est. _ Eng. Study Report
B. Breakdown of Funding
From Programs Engineer From Project Manager
I. Contract Incentives = $ 100,000
2. Contingencies =$ 200,000
3. Administration = $ 0
4. PE Funds = $ 600,000
5. CE Funds = $ 450,000
6. Construction = $ 4,500,000 , < COMPARE> Scoping Review = $ 7,800,000
Funds (EE) -------------------- Construction EE
7. Total Program =$ 5,850,000 (attach copy)
Funds (Sum Ithru 6)
EE is attached as Appendix B.
Specific items of work and quantities are shown in the Engineer's Estimate breakdown, however, a
more detailed analysis of the extent of work and exact items of construction can only come after a
detailed survey of the project limits is completed. Work for this project will require prioritization in
order to match the programmed engineer's estimate.
6
BLRI 21-113 & 2,116
III. AVAILABLE DATA
A. As-Builts/Reports
1. As-Builts exist?
As-Built Proj. Number(s):
Date Requested:
Source:
X Yes -No
BRP-2H10 (Linn Cove Parking Area)
FHWA
2. Bridge Inspection Report? X Yes _ No Report for 14 Bridges and 1 Box Culvert
Report Number(s): Structure No. 5140-175P,5140-176P,5140-177P,5140-178P,5140-179P
5140-180P,5140-181P,5140-182P,5140-183P,5140-099P
5140-100P,5140-101P,5140-106P,5140-107P,5140-191P
3. Engineering Study Report? _ Yes X No
Report Number:
Source:
4. Any Misc. Reports/Studies? (Corridor Study, EIS, EA(Draft), General Management Plans,
Soils Report, Hydraulics Report, Project Development Report,
Engineering Consultant Report) _ Yes X No -
Report Title/Description: Copies of Land Use Maps
Source: Larry Hultquist with Blue Ridge Parkway
Report Title/Description:
Source:
B. Traffic Data
Roadways and Incidental Roads
Design Speed: 50 MPH
Posted Speed Limit: 45 MPH
Current ADT (20): The project work will not increase ADT.
Design ADT (20_):
% Buses: 2% Not based on any actual study.
%Trucks: 0
Source(s): Teresa Lovelace, Administrative Assistant (828-271-4779 ext. 245)
The data may not be adequate for pavement evaluation and design.
be required. During design traffic counts should be taken.
2. Accident Data available? X Yes -No
Date Requested: June 2001
Source: John Garrison, Blue Ridge Parkway NPS, Asheville
Additional traffic data may
C. Type of Survey: _ Roadway Stationing _ Ground Survey _ Aerial Mapping
Approx. Completion Date: Project can be performed by using roadway stationing for Parkway and ground survey
for developing planimetrics for pull-offs, parking, Visitor Center and bridge
approaches. Accident data should be reviewed for safety problems requiring remedial
measures.
D. Photographs taken? (attach copies) X Yes _ No
Source(s): CD of pictures provided to FHWA
E. Video taken? _ Yes X No
Source(s):
F. Quad Maps: Linville Falls, Newland & Grandfather Mountain, N.C.
BLRI2H13 & 2,116
IV. PROJECT CONSIDERATIONS
Describe in detail your answers to the following and cite your sources:
A. Roadway Alienment/fvpical Section
Any realignment or grade changes? If so, why, where, and how much?
None
For each roadway give number of lanes, lane widths, shoulders widths, description of medians, ditches, cut and fill slopes,
curbs etc. (attach sketches for each roadway showing existing and proposed sections).
The existing Parkway consists of a two-lane roadway 20 feet in width, excluding pavement widening in curves, with 5
feet grass shoulders typically. There will be no changes to the existing typical section
Is lane widening required? How much?
No.
B. Special Areas
Will parking lots need to be constructed or reconstructed? Describe pavement structure, purpose of parking lot, and any
special considerations. Will the Client provide design plans? If so, when?
Existing parking and pull-off areas will need to be rehabilitated. This will include resetting of stone curb. Use the
same special requirements as was written for Project BLRI 2V13, W8 for Contractor staging of materials and
keeping parking and pull-off areas open.
Will any picnic areas, entrance gates, concession areas, rest areas, bus shelters, etc. be required? Describe pavement
structure, purpose, and any special considerations. Will the Client provide design plans? If so, when?
N/A
C. Safe
Describe any problems with sight distance, clear zone, bridge clearances, roadside hazards, pedestrian or animal crossings,
unusual traffic conditions, etc.
The bridge approaches present a snagging hazard to vehicles in a crash. The Parkway will need to be evaluated for
clear zone requirements meeting NPS and FHWA determined criteria. Timber guardrail should have a rigid,
crashworthy connection to bridge rails and stone guardwalls, using the latest approved crash tested detail or
standard. Evaluate and correct pavement centerline striping to meet latest edition MUTCD recommended length for
sight distance and passing zones.
D. Aesthetics
Any vistas, vegetation or (historic) structures to be preserved (take photos)? Any special architectural or decorative aspects
to be incorporated in the design (e.g. stone masonry guardwall, stone curb)?
Need to match any stone curb required to be replaced. For new stone see requirements under Section H. New
headwalls need to be made of stone.
Any aesthetic improvements that need to be studied by the EFLHD Landscape Architect?
No
E. Permanent Traffic Management
Describe any special permanent signing considerations, special signs, sign supports, traffic signals required. Are any new
permanent traffic patterns to be established?
Off and on ramps require and need inductive traffic loops. Provide Diamond "T" Traffic Tally Counter No. 41 for
counter replacement. The NPS wants to use polyurea traffic markings for the entire roadway.
BLRI2H13 & 2,116
F. Temporary Traffic Management
Can the roadway(s) be closed to traffic? , Include any restrictions, such as seasons when road(s) can be closed.
No weekend or holiday work. No Parkway work allowed during fall foliage (the month of October). Can work on
pull-offs and parking areas with limitations stated under Section B. Work to be performed with one lane closures
using flag persons, pilot cars, etc.
Will the road(s) be open to all traffic or can traffic use be restricted (e.g. school buses and mail vehicles only)?
Traffic will not be detoured.
Any traffic restrictions for rush hours, weekends and holidays?
No weekend or holiday work. No Parkway work allowed during fall foliage (the month of October). Work can be
performed on pull-offs and parking areas with limitations stated under Section B.
Can traffic be detoured on the existing bridge(s) or will traffic need to be handled by temporary bridge(s)? Will temporary
detour road(s) need to be constructed? How long will the detour road(s) be?
Traffic will not be detoured.
G. Adiacent/Previous/Future Projects
Is this project part of a series of projects? Is it a completion of a defaulted Contract? Describe any projects, under design or
construction, by any agency, which may affect this project.
Design of Projects BLR12D16 and 2N17 will be underway. Time of construction is within the same FY.
Have there been any construction problems on previous or similar projects? Research final construction reports, contract
modifications and discuss with Construction office.
Contractor Daggers have not always performed up to standard. Avoid upper layer of topsoil because of importation
of exotic species. Use all topsoil in islands as opposed to aggregate-topsoil, which is used for shoulders.
Describe any future projects or connections made by others, which will affect function or traffic volume on the current
project. List any work items that will be postponed until a future project.
N/A
H. Work Limitations
Any construction activity or time/sequence restrictions (e.g. no blasting on weekends, or must complete project in phases)?
No work on Parkway during fall foliage season (October). No work on weekends or holidays.
Any access restrictions for construction equipment (e.g. limited working space, no driving on newly paved areas)? What
access is available to either end of the project?
Truck or heavy equipment access must use the closest roads to the project.
Give locations of borrow pits, stone quarries or any other material sources, and describe any access restrictions to them.
Use granite stone for curbs and headwalls from Elberton, Georgia quarries. Use Grandfather Mountain Stone, if
available, at locations noted under Section I.A.2. Stockpile all unused stone from stone replacement at the Linville
Falls Maintenance Area at MP 316.4 or the Sandy Flats Maintenance Area at MP 294.6. Do not salvage removed
guardrail or posts.
List any client/owner restrictions or preferences regarding the location of staging areas.
Contractor's project trailer must be located off of BRP R/W. Some Overlooks and parking areas may be used for
staging area or material storage with approval by the CO.
BLRI 21-113 & 2,116
10
1. Geotechnical
Do we have drilling access to project? Will existing roads or trails provide access? Will trees need to be cleared? Will
pioneer roads or other means of access be necessary? Are any permits, agreements, or easements necessary for drilling?
There is road access for any drilling required. Any consultant performing drilling activities will be required to
obtain a permit from the NPS.
Are there any obvious geological features on the project (sinkholes, slides, bogs or muck, standing water, wetlands, etc.)?
N/A
Describe pavement condition and distress (take photos). How extensive, in percent, is distress? Note any limits of obvious
changes in affected areas.
Some areas will require both shallow and full depth patching. The remainder will require mill and.overlay, or
overlay.
J. Structures
Describe any existing structures (bridges, retaining walls, tunnels etc.) on the project (take photos).
• BRP over Green Mountain Creek at Milepost 300.35 is a 3 span, concrete box girder with a concrete cast-in-
place deck, a main span of 115 feet, curb-to-curb width of 34.0 feet and total length of 377 feet.
• BRP over Ravine at Milepost 302.47 is a 2 span, concrete box girder with a concrete cast-in-place deck, a main
span of 138 feet, curb-to-curb width of 34.3 feet and total length of 276 feet.
• BRP over Ravine at Milepost 302.63 is a 3 span, concrete box girder with a concrete cast-in-place deck, a main
span of 170 feet, curb-to-curb width of 34.4 feet and total length of 446 feet.
• BRP over Ravine at Milepost 303.03 is a 2 span, concrete box girder with a concrete cast-in-place deck, a main
span of 180 feet, curb-to-curb width of 34.3 feet and total length of 368 feet.
• BRP over Wilson Creek at Milepost 303.39 is a 3 span, concrete box girder with a concrete cast-in-place deck, a
main span of 150 feet, curb-to-curb width of 34.3 feet and total length of 383 feet.
• BRP over Ravine at Milepost 303.54 is a 6 span, concrete box girder with a concrete cast-in-place deck, a main
span of 143 feet, curb-to-curb width of 34.4 feet and total length of 482 feet.
• BRP underground Stream at Milepost 303.66 is a t span, concrete slab with a concrete cast-in-place deck, a main
span of 340 feet, curb-to-curb width of 34.3 feet and total length of 340 feet.
• BRP over Linn Cove Branch at Milepost 304.02 is an 8 span, segmental box with a bituminous deck, a main span
of 180 feet, curb-to-curb width of 35.5 feet and total length of 1,303 feet.
• BRP over Stack Rock Creek at Milepost 304.50 is a 2 span, girder and floor beam with a concrete cast-in-place
deck, a main span of 283 feet, curb-to-curb width of 34.0 feet and total length of 283 feet.
• BRP over US Route 221 at Milepost 305.01 is a 1 span, concrete box girder with a concrete cast-in-place deck, a
main span of 100 feet, curb-to-curb width of 29.0 feet and total length of 100 feet.
• NC Route 181 over BRP at Milepost 312.06 is a 1 span, concrete arch, earth backfill, with a bituminous roadway
and combination of asphalt and turf shoulders, a main span of 14 feet, curb-to-curb width of 34.0 feet and total
length of 48 feet.
• BRP over Camp Creek at Milepost 315.21 is a I span, concrete arch, earth backfill, with a bituminous roadway
and turf shoulders, a main span of 46 feet, curb-to-curb width of 29.8 feet and total length of 46 feet.
11
BLRI 21-113 & 2J16
• BRP over Linville River at Milepost 316.517 is a 3 span, concrete arch with a bituminous deck, a maximum span
of 103.0 feet, curb-to-curb width of 25.9 feet and total length of 309 feet.
• BRP over Stream at Milepost 317.40 is a 2 span, concrete with earth backfill, a bituminous roadway and turf
shoulders, a main span of 10 feet, curb-to-curb width of 22.0 feet and total length of 24 feet.
• BRP over US Route 221 at Milepost 317.41 is a 1 span, concrete frame with earth backfill, a bituminous roadway
and turf shoulders, a main span of 40 feet, curb-to-curb width of 30.5 feet and total length of 50 feet.
Number of existing or proposed bridges or boxes over water? Over roadways? Over something else?
There are 14 bridges and 1 box culvert used as underpasses to carry Parkway traffic over Green Mountain Creek at
Milepost 300.35; Ravine at Milepost 302.47; Ravine at Milepost 302.63, Ravine at Milepost 303.03; Wilson Creek at
Milepost 303.39, Ravine at Milepost 303.54, Underground Stream at Milepost 303.68, Linn Cove Branch at Milepost
304.02, US Route 221 at Milepost 305.01, Camp Creek at Milepost 315.21, Linville River at Milepost 316.51, Stream
at Milepost 317.40, US Route 221.
There is one bridge used as an overpass to carry Parkway traffic under NC Route 181 at Milepost 312.06.
The bridges generally exhibit settlement at the abutments causing severe bumps at the approaches. Corrective
action is required at all approaches and should use a detail showing an undercut with aggregate backfill and
geotextile lining with an underdrain as required.
Describe any bridges that will need to have the substructure constructed or replaced or rehabilitated. Can bridge(s) be
replaced on existing foundations? Give approximate length and width of the bridge(s), number of foundations (existing
and/or proposed). Any special structural features, unusual loads or unusual span lengths? None
Will retaining walls be required? Will any miscellaneous structures (tunnels, buildings, etc.) be required? None
Existing abutment, pier or channel scour (take photos)? None
K. Hydraulics
Any existing drainage problems or needed improvements (take photos)?
Rehabilitation of some inlets may be required. Cleaning and reconditioning of some inlets and culverts will be
required. Some of the culverts at the parking areas may be damaged and require reconstructing or upgrading in
size. See other work details in Section IA2.
Extensive channel stabilization required? Existing unstable stream banks (fallen trees, exposed, sloughing banks etc.) (take
photos)?
None
Any floodplain(s) regulated by FEMA? Floodplain encroached by roadway fill? Existing profile grade raising within
floodplain?
None
Any overriding (i.e. superseding our design manual) local or state requirements on bridge overtopping, backwater,
freeboard, design floods, hydrologic methods, erosion control, floodplain regulation, etc.?
For erosion control follow North Carolina Dept. of Environment and Natural Resources guidelines. Do not use straw
bales for erosion control.
Water quality monitoring program necessary?
No
BLR12H13 & 2,116
L. Environmental
12

TASK
REQUIRED COMPLETED BY:
(Partnering Agency or with CONTACT PERSON(S)
assistance from EFLHD) &PHONE#
NEPA Document
(Please circle expected type of document) CE Blue Ridge Parkway Suzette Moiling
Who made the determination? NPS
EA NPS Blue Ridge Parkway NPS
828-211-4779

If EFLHD is doing the NEPA document, who will be doing the
EIS Ext. 219
resource survey for us (field review to determine if any
endangered species are located within the project area)?
FWS - Section 7 Concurrence
Assessment/ Suzette Moiling
Is a Biological Assessment/Evaluation required? Yes/No Evaluation by Blue Blue Ridge Parkway NPS
Ridge Parkway NPS 828-211-4779, Ext. 219
SHPO - 106 Concurrence
Are any items within the project area on or eligible for listing on Yes/No DSC, NPS Al Hess
the National Historic Register? Denver Service Center

Is a Cultural Resource Survey required?
Yes/No 828-271-4119
Ext. 211
Corns of Engineers Section 404 Permit
Is a U.S. Army Corps of Engineers (COE) Nationwide Permit or Yes/No FHWA Brigitte Azran
COE Individual Permit required? 703-404-6283
Is a Wetland-Delineation required? Yes/No
Is a separate Water Quality Certification required? Yes/No
Is any work occurring in a 100-year floodplain? Yes/No
Are the waters navigable? Yes/No
Will any material be placed or dredged below the water Yes/No
elevation during a 2.3-year storm?
Are we installing any pipes or doing any work in a stream Yes/No
designated with a blue line on a quad map?
Are we placing any riprap adjacent to a flowing stream or river? Yes/No
NPDES Permit
Completed by Brigitte Azran
Will more than I acre of ground be disturbed? Yes/No FHWA 703-404-6283
13
BLRI 21113 & 2,116
COMPLETED BY: CONTACT PERSON(S)
TASK REQUIRED (Partnering Agency or with &PHONE #
assistance from EFLFID)
Local and State Permits
Is a State erosion control permit required? Yes/No Brigitte Azran
703-404-6283
What agency in the State approves the sediment and erosion NA North Carolina
control permit and the National Pollutant Discharge Elimination Department of
System (NPDES) permit? Natural Resources
Will more than 5 acres of ground be disturbed? Yes/No
Is a separate State stormwater management permit required? Yes/No
Does the State have a stormwater management policy? Yes/No
If so, what is the name of the agency, and are we adding any
new impervious areas (pavement) or changing the existing
roadway drainage (e.g. adding curb where curb did not
previously exist
Other: ( Construction signs in Yes/No EFLHD if Detour Leo Dario
state Right-of-Way) Required 703-404-6356
Is a State permit required for wetlands in addition to the COE Yes/No
permit?
Will we be placing any material within a 100-year floodplain? Yes/No
Are we placing any riprap in the outfalls of flowing pipes? Yes/No
Is there any known or possible hazardous waste on the project? Yes/No FHWA Brigitte Azran
(lead paint, asbestos, underground storage tanks, unidentified 55 703-404-6283
gallon barrels, abandoned buildings, etc.)
Type:

Do Section 4(f) DOT Requirements apply? Yes/No FHWA Brigitte Azran
703-404-6283
NOTE: List contact person(s) and phone number(s) in the Principal Contacts section of the seeping report.
14
BLR12H13 & 2,116
M. Right-of-Way
List the ROW contact person(s) and phone number(s) in the Principal Contacts section of the scoping report.
No ROW will be required. David Anderson. Telephone number 828-271-4779, Ext. 217
Are right-of-way or easements needed? Have they been acquired? When? If not acquired, list the agency(s) who obtains,
who coordinates, and who pays for ROW. If known, list the expected date(s) of any acquisition(s).
None identified.
Are there any existing ROW plans? Obtain any existing ROW plans/documents and list source of plans (including contact
and phone number) in the Available Data, Misc. Reports/Studies section of the scoping report. If ROW plans need to be
prepared, list agency responsible for preparation (EFLHD or other) and list which agency's format they should follow
(obtain sample set of ROW plans in agency's format).
The project is entirely within the NPS boundary. Information available through David Anderson at 828-271-4779,
Ext. 217, or Larry Hultquist at 828-271-4779, Ext. 208.
N. Utilities
List the utility contact person(s) and phone number(s) in the Principal Contacts section of the scoping report. Try to obtain
any existing utility plans and list source of plans (including contact and phone number) in the Available Data, Misc.
Reports/Studies section of the scoping report. Does the client have an agreement in place with a locating service to locate
underground utilities?
David Anderson. Telephone number 828-271-4779, Ext. 217.
Will any utilities need to be relocated or avoided? If so, describe location and type of utility, list the owner of the utility, the
agency responsible for utility coordination, and the agency, which will pay for the utility work. If known, list the expected
date(s) of any relocation(s).
There should be no conflict with any existing utilities except possibly, at MP 305.1, 313.2 (underground telephone),
and 317.5 where utilities may be encountered.
Any special considerations regarding utilities (i.e. any hazardous or environmentally-sensitive situations, any time
restrictions on the interruption of utility service, any security-sensitive utilities, etc.)?
Should any utilities be identified that may potentially be affected by the work, they should then be located and
labeled on the plans to mitigate any conflicts.
Any existing utility agreements between roadway owner and utility owner? Who has prior rights?
David Anderson, with Blue Ridge Parkway, is the contact person for determining utility status and prior rights.
0. Applicable Design Standards/Regulations
For each roadway, identify the applicable highway design standard in accordance with Section 9A B of the FLH Project
Development and Design Manual.
NPS Design Standards and AASHTO Green Book. MUTCD. For turf establishment the Blue Ridge Parkway
Guidelines for Seeding and Rebabilitation'should be followed.
Will local or state design procedures be used on this project? If so, request the latest local or state design manual and
sample plans.
15
BLR12H13 & 2,116
P. Technology Delivery (TD)
Identify or recommend potential TD items to be incorporated in this project. Are any items or products eligible for funding
under the Coordinated Technology Implementation Program (CTIP)?
Diamond "T" Traffic Tally Counter No. 41. NPS requires polyurea traffic markings be used.
Q. Miscellaneous
Identify any design concerns not previously covered. These may include political and legal concerns, expected materials
shortages, impacted property owners, any compensatory work regarding impacted property, any public opposition to the
project, and any potentially dangerous situations to EFLHD employees.
Procedures for mitigation of Contractor equipment and materials spills and leaks will need to be provided in the
specifications (refer to Blue Ridge Parkway Superintendent's order #6-Policy on Solid Waste Disposal).
The NPS will be opposed to placing barrier for protection of the blunt end hazard at approaches to bridges, because
of aesthetics and changing the historic character of the Parkway.
16
BLR12H13 & 2,116
V. PRINCIPAL CONTACTS
List below any prin cipal contacts including: NPS Regional Contact, NPS-DSC Project Manager, FS Engineer, FS Ranger, FWS
Regional Contact, Refuge Manager, FHWA Area Engineer, State or Client ROW
Officer, Utility Contacts, etc.
Contact and Title: Dan Brown, Superintendent -
Agency: NPS, Blue Ridge Parkway
Phone Number: 828-271-4779 ext. 202
Contact and Title: John a. Gentry, Chief of Maintenance and Engineering
Agency: NPS, Blue Ridge Parkway
Phone Number: 828-271-4718, Ext. 213
Contact and Title: Leon J. Clifford, Project Manager
Agency: NPS, Denver Service Center
Phone Number: 303-969-2329
Contact and Title: AI Hollister, Senior Field Representative
Agency: NPS, Denver Service Center
Phone Number: 828-768-0041 Cell Phone
Contact and Title: Gail Stahlecker, Landscape Architect
Agency: NPS, Denver Service Center
Phone Number: 303-969-2369
Contact and Title: Kent Cochran, Regional FLHP Coordinator
Agency: NPS, Southeast Regional Office
Phone Number: 404-562-3124, Ext. 695
Contact and Title: Lee Edwards, Regional FLHP Liason
Agency: NPS, Southeast Regional Officer
Phone Number: 404-562-3124, Ext. 608
Contact and Title: Brent Pennington, District Ranger
Agency: NPS, Blue Ridge Parkway, MP 217 to 305
Phone Number: 336-372-8568
Contact and Title: Tim Francis, District Ranger
Agency: NPS, Blue Ridge Parkway, MP 303 to 469
Phone Number: 828-350-3821 ext. 212
Contact and Title: Ray Shaw, Facilities Manager
Agency: NPS, Blue Ridge Parkway, MP 217 to 305
Phone Number: 336-372-8867
Contact and Tide: Mike Ryan, Facilities Manager
Agency: NPS, Blue Ridge Parkway, MP 305 to 469
Phone Number: 828-350-3821, Ext. 202
Contact and Title: John S. Wilburn, Supervisory Civil Engineer
Agency: NPS, Blue Ridge Parkway
Phone Number: 828-271-4779, Ext. 254
Contact and Title: David Anderson, Landscape Architect
Agency: NPS, Blue Ridge Parkway
Phone Number: 828-271-4779, Ext. 217
17
BLRI 21-113 & 2,116
Contact and Title:
Agency:
Phone Number:
Contact and Title:
Agency:
Phone Number:
Suzette Moiling
NPS, Blue Ridge Parkway
828-271-4779, Ext. 219
Larry Hultquist
NPS, Blue Ridge Parkway
828-271-4779, Ext. 208
BLR12H13 & 2.116
BLRI 2H & 2J
VI. CERTIFICATION
Written By: ?C.,!"("{?L?r?it•'???/?"'
Rop6 J. Filusch
Beisw>enget, Hoch & Associa>tes, Inc.
Reviewed and
Submitted By:
j/"-°?---°-. i %? ?"'?'Z-r'-?;• Pr ect Manager
Approved By: '?------
Project qvc?opment Engineer
16
r4 ? ?... j GI G? G/
Date
_ c.
Date La
Date "'? /I( Ur?
Upon final approval of this report, Seeping Report Updates may be submitted at any time up to award of the project. As a
minimum, provide Scopmg Report Updates at the following times:
1) Initial Preliminary Plan Distribution / Initial Conceptual Design Distrihution (A&E)
2) Final Preliminary Plan Distribution / Final Conceptual Design Distribution (A&E)
3) Plan-in-Hand Distribution (70% Complete)
4) Internal Review Distribution (95% Complete)
5) External Review Distribution (100% Complete)
6) Project Advertisement
7) Project Award
Following the award of the project, forward the scoping report with Updates to Construction for artaclunent to the Final Construction
Report.
18
I LTHWA Comrac1\DSR Project AssignmentY21I&2ADSR Forrn doe
19
BLRI 2H13 & 2J16
APPENDIX A
MAPS AND
PHOTOGRAPHS
20

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s
0
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m
Fig Banner
-? 194
i
)Elk Park.
/ r
7
ROCK
rice M P 298.6
'ark 22, Begin Pry
3G0 :3
'father
Mountain J Linn Cove Viaduct
Visitor Center
Beacon Heights
Brown Mountain
2587ft
18
sa
Flat Rock JIVHL
310 ;EST NOPTE
,9E 3
Crossnored Linville Falls 16'
143 I ti . r?, 3 Visitor Center
Hawksbill Mountain
. a020ft
k Knob
4930it, .:
Lifi
eRock Mountain Oak Hilly
ville Falls *Tabl
/ - - 320 le
Chestoa Yew , 26
Roan
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nt
i M P 317
5
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Location Map
21
BLRI
2H13 & 2J16
BLRI 2H13 & 2J16

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Boone Fork Parking Area
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Green Mountain Overtook
22
23
BLRI
2H13 & 2J16
G
Pilot Ridge Overlook
• r
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Wilson Creek Overlook
BLRI 2H13 & 2J16

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24
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25
BLRI 2H13 & 2J16
I
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26
BLRI 2H13 & 2J16
a
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Wilson Creek Overlook
27
BLRI 2H13 & 2J16
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Linn Gove Visitor Center
BLRI e
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Stack Rock Parking Area
28
Linn Gove Visitor Center
29
BLRI 2H13 & 2J16
Beacon Height Overlook
Grandfather View Parking
BLRI
Gn 10 Oa
30
Grandmother Mountain Parking Area
No Name Pullout
31
BLRI
2H13 & 2J16
A? r
c- yf'?.; y ? f A
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1 - '
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Flat Rock Trail Parking Area
32
BLRI 2H13 & 2J16
Lost Cove Cliff Overlook
Camp Creek Overlook
33
BLRI
2H13 & 2J16
BLRI
2H13 & 2J16
-VFW
u ° ° ? 0 0 D
Linville River Parking Area - Grade Ditches to Drain
- ?y
w• • w_ D D D
Linville River Bridge
34
35
BLRI 2H13 & 2J16
Linville River Bridge Side Walk Repair Required
Bridge Over US221
36
BLRI 2H13 & 2J16
Off Ramp At US 221
37
BLRI 2H13 & 2J16
APPENDIX B
ENGINEER'S ESTIMATE
BLRI 21-113 & 2J16
ENGINEER'S ESTIMATE
PROJECT: BLUE RIDGE PARKWAY PROJECT PRA-BLRI 2H & 2J
SCOPING ESTIMATE: JANUARY 6, 2004
38
ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT
15101 MOBILIZATION 10% LPSM ALL $610
000
00 $610
000
0
15201 CONSTRUCTION SURVEY AND STAKING LPSM ALL ,
.
$29,000.00 .
,
$29,000.0
15401 CONTRACTOR TESTING LPSM ALL $115,000.00 $115,000 0
0302WC REMOVAL OF GUARDRAIL, TIMBER LNFT 5,000 $6.00 $30,000.0
0302Y REMOVAL OF STONE CURB LNFT 700 $11.00 $7,700.0
0303PA REMOVAL OF ASPHALT PAVEMENT SQYD 500 $8.00 $4,000.0
0303QB REMOVAL OF CONCRETE SIDEWALK/BRIDGE SQYD 100 $15.00 $1,500.0
0303YA REMOVAL OF ASPHALT SIDEWALK SQYD 800 $6.50 $5,200 0

0502E AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH
FOR SHOULDERS)
SQYD
120,000
$4.50
$540,000.0
1301E ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 216,000 $6.00 $1,296,000.0

1801ABB SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/8-
INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 -
<3 ESAL, TYPE 2 PAVEMENT SMOOTHNESS

TON

18,400

$65.00

$1,196,000.0

41801 CA SUPERPAVE ASPHALT CONCRETE PAVEMENT, 3/4-
INCH NOMINAL MAXIMUM SIZE AGGREGATE, <0.3 -
ESAL

TON

21,600

$60.00

$1,296,0000
1901A SPHALT PAVEMENT, FULL DEPTH PATCH, TYPE 1 SQFT 25,000 $4.25 $106,250.0

1902A SPHALT PAVEMENT, SHALLOW DEPTH PATCH,
TYPE 1
SOFT
25,000
$3.25
$81,250.0
552 REPAIR BRIDGE APPROACHES LNFT 1.200 $100.00 $120,000.0

5202DE STRUCTURAL CONCRETE TYPE D FOR
BRIDGE DECKS SIDEWALK
CUYD
40
$500.00
$20,000.0
02 DRAINAGE WORK 5% LPSM ALL $282,000.00 $282,000.0
0201M 24-INCH PIPE CULVERT LNFT 150 $40.00 $6,000.0
0402FA INLET, TYPE 6A EACH 3 $6,000.00 $18,000.0
0506P 6' COLLECTOR PIPE LNFT 290 $30.00 $8,700.0
09038X STONE CURB, TYPE 2,16-INCH DEPTH LNFT 700 $50.0 $35,000.0
0906 RESET CURB LNFT 2,200 $24.00 $52,800.0
0913 I REPOINT STONE CURB JOINTS LNFT 4,000 $6.00 $24,000.0
1501A ASPHALT CONCRETE SIDEWAL SQFT 800 $30.00 $24,000.0
1701H GUARDRAIL SYSTEM SBTB LNFT 5,000 $55.00 $275,000.0
1703 REMOVE & RESET GUARDRAIL LNFT 15,000 $5.00 $75,000.0
1706 CONNECTION TO STRUCTURES EACH 24 $1,500.00 $36,000.0
2001DB DIMENSIONED MASONRY STEPS CUYD 2 $2,000.00 $4,000.0
2004 REPOINT STONE MASONRY LNFT 300 $7.00 $2,100.0
2007AM STONE MASONRY HEADWALL FOR 24-INCH PIPE EACH 3 $5,000.00 $15,000.0
29 EROSION CONTROL LPSM ALL $29,000.0 $29,000.0
3401HA PAVEMENT MARKINGS, TYPE H, SOLID LNFT 200,000 $0.60 $120,000.0
35 TRAFFIC CONTROL 3% LPSM ALL $173,000.00 $173,000.0
3612 TRAFFIC DETECTOR SYSTEM 2 LPSM 1 $40,000.00 $40,000.0
3701 FIELD OFFICE EACH 1 $30,000.00 $30,000.0
39
BLRI 2H13 & 2J16
ENGINEER'S ESTIMATE Cont.
TOTAL OF BID ITEMS:
$7,713,500.00
USE
$7,800,000.00
'IV
Categorical Exclusion Form
Project: PRA - BLR12H 13 & 2J 16
PIN: 10336 Date: May 23, 2006
Describe project, including location (reference the attached Environmental Screening Form, if
appropriate), and list any mitigations:
Project Description: The project limits extend between MP 299.0 at Cold Prong Pond Overlook and MP 317._5
at US 221 end of Section 2J and beginning of Section 2K. Provide pavement patching in areas of subgrade
distress or where pavement is severely deteriorated. Mill and overlay or overlay entire Parkway within project
limits. Clean and overlay all asphalt ditches not requiring reconstruction. Repoint and/or reset stone in rubble
ditches requiring rehabilitation. Regrade all shoulders with aggregate-topsoil to within 1/2 inch of edge of
pavement final grade. Replace deteriorated guardrail with new steel-backed timber guardrail and extend to cut
slopes or clear zone, as required. Reset guardrail having steel backing to meet horizontal and vertical
requirements. Analyze Parkway for safety improvements, including locations requiring placement of guardrail,
signs, provide breakaway sign supports as required and replacement of old or damaged sign panels not meeting
current MUTCD standards for size, legend, color or retroreflectivity. Restripe pavement markings. Evaluate and
correct pavement markings for sight distance and passing zone.
In addition, provide the following: 1) MP 305.1 Bridge over US 221. Provide stone dead man on all four sides
or tie guardrail into wingwalls. For on and off ramps provide new loops and a Diamond "T" Traffic Tally
Counter No. 41 on both ramps. Resurface ramps to US 221. Remove and reset curb around traffic island. At
headwall of 36 inch pipe repair single stone. 2) MP 307.9 at SR 1511. On right side pave apron and on left side
pave to radius, align right and left roadways. Off ramp to be removed and vegetated, existing stonewall to be
reset. 3) MP 310.3 at SR 1519. Pave to end of radius at northwest corner, add 25 toot paved radius. 4) MP 311.2
at SR 1518 (Old Jonas Ridge Road). Pave off ramp to State Road. At State Road only pave to 25 foot radius
point. 5) MP 312.2 at SR 181. Mill and resurface to State Road. Repoint and/or reset stone as needed at traffic
island. Loops and a Diamond "T" Traffic Tally Counter No. 41 is needed at off ramp. At State Road correct the
return radius at the ramp. 6) MP 312.9 at SR 1274 (Rose Hollow). On right side pave to 25-foot radius. Existing
21-inch pipe to be extended six feet to the north and a new headwall constructed. On left side pave to State
Road. 7) MP 313.2 at SR 1273, Pave to end of radius on both sides. Provide 70 feet of 19" x30" elliptical pipe
with stone headwalls. Realign ditch to match new pipe. 8) MP 314.1 at SR 1272 (Donald Barrier Road). Pave to
end of radius both sides. Check for existing utilities either electrical or telephone to avoid possible conflicts. 9)
MP 314.5 at SR 1217 (Parkway Road). Pave to end of radius both sides. Existing 12-inch steel pipe to remain.
10) MP 316.4 at Linville Falls Visitor Center. Pave both sides of traffic island, paving to point where road
maintains normal width. 11) MP 316.5 at Linville River Bridge. Repair sidewalk at a minimum 100 feet on left
side and 50 feet of right side of bridge. At time of final design evaluate replacing all the sidewalk or hydrablast
one inch from all the sidewalk and replace with a polymer-modified Portland cement mortar.-concrete (SikaTop
122). 12) MP 317.4 at US Route 221. Pave to State Route. Repoint traffic island curbs as needed. Bridge over
US Route 221, add 145 feet of underdrains on each side to drain off bridge till and reseed area as required. 13)
Bridges with Bituminous wearing surface shall be milled 1 inch and overlayed with 1 inch of asphalt pavement.
Linn Cove Bridge has a membrane between the concrete deck and the asphalt pavement. Milling of the asphalt
pavement may not be possible. 14) Concrete bridge decks should have all cracks sealed.
Design Scoping Report available under Step 5, internal Documents in PEPC. There are no road closures
anticipated for this project, but there could possibly be delays due to construction.
!I
This CE covers the project with the "EXCE:FI'ION" of the following actions:
• Any proposed masonry or concrete Wingwall construction intended to meet ASHTO safety guidelines on
any and all of the following bridge approaches.
• Holloway Mountain Rd Stone Arch Bridge (MP 293.6). Install new approach guardrail at north end of
southbound lane, PwR and south end of northbound lane, PwL.
• Boone Fork Concrete Wingwall Bridge (1viP 299.9). Install new approach guardrail at north end of
southbound lane, PwR and south end of northbound lane, PwL.
• Green Mountain Creek Concrete Wingwall Bridge, (MP 300.2). Install new approach guardrail at north
end of southbound lane, PwR and south end of northbound lane, PwL.
• Wilson Creek Masonry Wingwall Bridge #1 (MP 303.4). Install new approach guardrail at north end of
southbound lane, PwR and south end of northbound lane, PwL.
• MP 304 station 144.55 left. There is a need to protect the blunt face of the wall. Install new approach
guardrail.
• Wilson Creek Masonry Wingwall Bridge #2 (MP 303.5). Install new approach guardrail at north end of
southbound lane, PwR and south end of northbound lane, PwL.
• Wilson Creek Masonry Wingwall Bridge #3 (MP 303.7). Install new approach guardrail at north end of
southbound lane. PwR and south end of northbound lane, PwL.
• Linn Cove Viaduct Masonry Wingwall Bridge (MP 304.4). Install new approach guardrail at north end
of southbound lane, PwR and south end of northbound lane, PwL.
• Stack Rock Creek Masonry Wingwall Bridge (MP 304.8). Install new approach guardrail at north end of
southbound lane. PwR and south end of northbound lane, PwL.
• US 221 Masonry Wingwall Bridge (MP 305.1). Install new approach guardrail at north end of
southbound lane, PwR and south end of northbound lane, PwL.
• MP 3 15 station 0+50 left, existing masonry wall install new approach guardrail.
• MP 315 station 15+18 right and station 17+22 left, existing masonry wall install new guardrail.
• Camp Creek Stone Arch Masonry Wingwall Bridge (MP 315.6). Install new approach guardrail at north
end of southbound lane, PwR and south end of northbound lane, PwL.
• Linville River Masonry Wingwall Bridge (IvIP 316.6). Install new approach guardrail at north end of
southbound lane, PwR and south end of northbound lane, PwL.
• MP 317 station 25+00 right and station 26+03 left, the existing blunt end wall needs end treatment.
Install new guardrail.
• US 221 Masonry Wingwall Bridge (MP 317.5). Install new approach guardrail at north end of
southbound lane. PwR and south end of northbound lane, PwL.
These actions will require further Section 106 Consultation, and are not approved as part of this NEPA/NHPA
compliance document, but will be addressed in the Blue Ridge Parkway Programmatic Guardrail Replacement
Environmental Assessment that is being prepared in 2006.
Project Locations:
Location I
County: Caldwell State: NC
District: Highlands Section: 2-H
Geo. Marker: 299 (Milepost) Other:
Location Z
County: Avery State: NC
District: Pisgah Section: 24
Geo. Marker: 317 (Milepost) Other:
Location 3
County: Watauga State: NC
District: Highlands Section: 2-H
Geo. Marker: 299 (Milepost) Other:
(See Attached Environmental Screening Form)
Mitigation(s):
• All materials and all vehicles (including personal vehicles) shall be staged only in paved parking areas as
approved by the Resource Management Specialist and the Contracting Officer.
• Construction and other debris shall be disposed of according to Superintendent's Order 46, Solid Waste
Disposal, dated July 16, 2003.
• Store all temporary inorganic or construction and demolition materials in a gathered/piled manner that
will readily accommodate removal, and will not create fluid or additional waste removal problems.
• All construction activities shall be performed in a manner having the least possible detrimental effect
upon the surrounding terrain or vegetation.
• The use of pesticides, herbicides or growth regulation chemicals shall only be by a certified applicator
approved by the Park Vegetative Specialist.
• Reseeding shall follow "BLRI Guidelines for Seeding and Rehabilitation."
• Imported organic topsoil shall be subsurface soil, clean and free of exotic weeds. Source shall be
inspected and approved by the RMS or Contracting Officer (CO). The National Park Service (NPS) will
need 14 days advance notification to inspect the source. If it is found unsuitable, another source shall be
found and approval process repeated.
• Thoroughly clean all equipment used for seeding prior to use on this project. This equipment will be
subject to inspection at the CO's discretion. This is to preclude the introduction of exotic vegetation into
the park.
• Construction materials shall be chosen and handled so as to cause as little impact to the site as possible.
Treated lumber and any other materials which might have detrimental leachents shall be avoided.
• Care shall be taken in removing and reinstalling historic stone work. When removing and resetting stone
masonry, hand tools shall be used to clean the exposed faces of the stones of all mortar before resetting.
• If previously unknown archeological resources are discovered during construction, all work in the
immediate vicinity (600 feet) of the discovery shall be halted until the resources are identified and
documented and an appropriate mitigation strategy developed, if necessary, in accordance with pertinent
laws and regulations, including the stipulations of the 1995 Programmatic Agreement Among the
National Park Service (U.S. Department of the Interior), the Advisory Council on Historic Preservation,
and the National Conference of State Historic Preservation Officers.
• All workers will be informed of the criminal penalties for illegally collecting artifacts or intentionally
damaging any archeological or historic property. Workers will also be informed of the correct
procedures should previously unknown resources be uncovered during construction activities. Data
recovery excavations will be carried out under NPS guidance to mitigate adverse affects.
• After the project is underway, should unknown buried resources be located. the project shall be halted and
additional data recovery excavations shall be undertaken. These subsurface survey and data recovery
efforts would be guided by a project-specific research design either developed directly by NPS or at
least approved by NPS. Additionally, the NPS would begin consultations under the Native American
Graves Protection and Repatriation Act in the event that buried human remains and/or burial objects are
discovered during archeological excavations or project development. The Superintendent would notify
Parkway staff when work could be restarted.
• Where compatible with safety and space considerations, excavated soil shall be placed on the uphill side
of trenches. Where such a practice would result in unsafe conditions or unnecessary traffic disruption,
material may be placed on the down slope side of a trench. In such a case, an appropriate silt barrier
shall be placed along the excavated material to prevent sediment deposition.
• Riprap used shall be confined to the toe of the slopejust above the low water line and below the top ot-the
slope. It shall not extend into the stream flow.
• Runoff and erosion shall be controlled according to BLRI Policy Memorandum 96-1, General Erosion
and Sediment Control Standards for Land-disturbing Projects on the Blue Ridge Parkway.
• Disturbance shall be limited to open and previously disturbed areas. Before excavating any new ditch line
or installing new guardrails or walls, approval shall be obtained from the Contracting Officer and
District Resource Management Specialist (RMS).
• fhe location of all potential utility lines shall be field located and marked prior to work to avoid
disturbance conflict.
• Access to the area shall be from US 221, State Route (SR) 181, or SR 183.
• Exotic plants and/or seeds shall not be used.
• If exotic vegetation germination is noted, it shall be removed by a means determined necessary by
Parkway Resource Management staff, and the area shall be reseeded as specified.
• If possible, the seed mix shall be applied in a two-step hydroseeding operation (seed applied first, then
mulch material). This will allow more soil contact by the seeds, thus better establishment of grass.
• Excelsior logs shall be used on step slopes and across ditches for filtering. All sediment logs shall be
removed when no longer required, and disposed of off-site as directed by the CO.
Describe the category used to exclude action from further NEPA analysis and indicate the number of the
category (see Section 3-4 of DO-12):
C.9. Repair, resurfacing, striping, installation of traffic control devices, repair/replacement of guardrails,
culverts, signs and other minor existing features on existing roads when no potential for environmental impact
exists.
Describe any public or agency involvement effort conducted (reference the attached ESF):
(See Attached Environmental Screening Form)
On the basis of the environmental impact information in the statutory compliance file, with which I am
familiar, I am categorically excluding the described project from further NEPA analysis. No exceptional
circumstances (e.g. all boxes in the ESF are marked "no") or conditions in Section 3-6 apply, and the
action is fully described in Section 3-$ of DO-12.
in,
_X&
da-_
Park Deputy Superin ndent
Gary W. Johnson
NPS Contact Person
199 Hemphill Knob Road
Address
s fz5?aL
Date
Chief. Resource Planning & Professional Services
Title
828/271-4779 ext. 210
Phone number

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