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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
October 8, 2007
Mr. David Baker, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers O
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Nationwide 14
SR 1249, Glassy Mountain Road
Henderson County
State Project # 140.045068 (DWQ Minor Permit Fee $240.00)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain
and pave SR 1249, Glassy Mountain Road, in Henderson County. This proposal entails
widening and paving the existing gravel road to a standard 18-foot roadway. The work is
necessary to improve safety and reduce maintenance costs. Funds have been allocated for
this project and NCDOT would like to perform this work during the 2007-08 paving season.
Glassy Mountain Road is a secondary gravel road, which conveys only local traffic.
I am enclosing a PCN, astraight-line diagram with the proposed erosion control and
construction limits along this project. In addition, I am sending a typical section of the road,
drawings for the pipe culvert replacement as well as a marked county and USGS topographic
map.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records of threatened or endangered species for the
unnamed tributary to Mud Creek. However, there is a record for the federally endangered
Bunched arrowhead (Sagittaria fasciculata), in the watershed of an adjacent tributary. The
record is approximately 0.9 miles from the project site. There is a second record for Bunched
arrowhead in the Meninger Creek watershed, which is also an adjacent drainage. This record
is approximately 1.25 miles from the project. The project is entirely within an upland area
except for the perennial stream crossing. The area around the stream crossing was checked
for Bunched arrowhead and for suitable habitat. No plants were found. There are no shallow
water bogs or mountain swamp forests associated with the stream crossing. The unnamed
tributary is small (3-foot wide) and does not have sufficient flow to support mussels. The
project is limited in scope and the impacts from the culvert replacement will be minimal. For
these reasons, we believe there will be "no effect" on threatened or endangered species.
Page 2
Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology determines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. Water will be pumped around the work area to minimize erosion and
sedimentation from the pipe trench. The construction foreman will review all sedimentation
control measures during installation to ensure sedimentation is effectively controlled. If the
planned devices are not functioning as intended, they will be replaced immediately with better
devices. The sedimentation control devices will be in place prior to pipe culvert removal and
remain in place until the new pipe is in place.
Impacts to Waters of the United States
The unnamed tributary to Mud Creek is shown as a perennial stream on the USGS
topographic map. The stream is approximately 3 foot in width with swell-defined channel
composed of sand and gravel substrate. The channel lacks vegetation. Leaf litter along the
channel has signs of deposition. For these reasons, we believe that the stream is under the
jurisdiction of the U.S. Army Corps of Engineers. In order to replace these culverts, it will be
necessary to impact waters of the United States in the French Broad River Basin. Specifically,
NCDOT is requesting to replace three small culverts and headwalls with an arched pipe with
headwalls on a perennial unnamed tributary of Mud Creek. Listed below is a summary of the
proposed impacts.
Site No.
Station Existing Condition Proposed Condition Net Impacts
(2) 22' x 24" RCP
'
" 40' x 83" x 57" CMP pipe arch
'
Site 1; 00+39 (1) 22
x 18
RCP w/ headwalls 18
w/ headwalls
~~0+39' Open Channel Impervious Dike 30 ft2
Site 1A;
00+39 Free Flowing Channel Flow Diversion 65
Total Permanent Perennial Impact 18 linear feet
Total Temporary Impacts 65 linear feet
It should be noted that there is swell-defined drainage channel located at Sta. 8+80. During
several years leading up to this project, no flow has been observed in the channel and no
moisture was found 8"-10" deep at the inlet of the existing pipe. The bottom of the channel still
has leaves from last winter. This channel is the primary drainage path for approximately seven
acres. For these reasons, we believe this channel is not an intermittent stream channel.
Page 2
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act for the
construction project outlined above. By copy of this letter, I am asking Mr. David McHenry,
Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
I am also requesting authorization under Section 401 of the Clean Water Act from the North
Carolina Department of Environment and Natural Resources (DENR), Division of Water
Quality (DWQ). In addition, I am asking Mr. McHenry and Mr. Ed Ingle, Roadside
Environmental Field Operations Engineer (NCDOT), to comment directly to me concerning this
permit request.
If you have any questions or need additional information, please contact me at (828} 891-7911
or Mr. Josh Lanning at (828) 891-7911.
Sincerely,
~,
~~~
Mark T. Gibbs, P.E.
District Engineer
Enclosures
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cc: Mr. John Hennessy, DWQ, DENR, Raleigh (4 copies)
Ms. Marella Buncick, Biologist, U.S. Fish and Wildlife Service
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, DWQ, Asheville
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
Mr. E.L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Steve Cannon, P.E., Henderson County Maintenance Engineer, NCDOT
File
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits,
Section 401 General Water Quality Certifications, and Riparian Buffer and
Watershed Buffer Rules
SR 1249, Glassy Mountain Road
Henderson County
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NCDOT, Division 14
Office Use Only: Form Version March OS
Page 1 of 10
2 0 0 7 1 7 1 0
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
I . Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Road
Horse Shoe NC 28742
Telephone Number: 828-891-7911
E-mail Address:
Fax Number: 828-891-5026
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark T. Gibbs. P.E.
Company Affiliation: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Road
Horse Shoe. NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: mgibbs dot.state.nc.us
Page 2 of 10
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1249, Glassy Mountain Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 140.045068
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Henderson Nearest Town: Flat Rock
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From the intersection
of NC 225 and SR 1123 in Flat Rock, take SR 1123 and qo west approx. 1.0 miles to
the intersection of SR 1123 and SR 1249. The referenced pipes are at Site 1 ands
located 35 feet south of SR 1123.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): Site 1: 35.39527°N 82.45722°W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: UT to Mud Creek (DWQ Class C)
8. River Basin: French Broad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.cnr.state.nc.us/admin/maps!.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: residential
Page 3 of 10
10. Describe the overall project in detail, including the type of equipment to be used: The
existing deteriorating pipes will be excavated and replaced Crosspipes will be
replaced/extended to accommodate standard shoulder widths for safety. The road
will be widened and paved A backhoe loader dump truck and standard hand tools
will be used to complete this work
11. Explain the purpose of the proposed work: To widen grade drain and pave an
existing substandard road to meet current NCDOT secondary road standards.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: to order to construct the
~roiect in accordance with our current secondary road standards it is necessary to
impact waters of the United States in the French Broad River Basin. Speafically,
NCDOT is requesting a permit to extend and replace three concrete culverts m an
unnamed tributary to Mud Creek and one culvert in an intermittent tributary of Mud
Creek Impacts are listed in tables below
Page 4 of 10
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Type of Wetland Located within
Distance to
Area of Impac
Site Number Type of (e.g., forested, marsh, 100-year Nearest Stream (acres)
(indicate on Impact herbaceous, bog, etc.) Floodplain (linear feet)
ma) (es/no)
N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Average
Stream Impact
Type of
Perennial or Stream Impact Area of
Number Stream Name Impact Intermittent? width Length Impact
(indicate on map) Before (linear feet) (acres)
Im act
Site 1 @ Stat 0+35 UT to Mud Creek Culvert Perennial 3' 18' 0.00123
Site 1A @ Stat 0+35 UT to Mud Creek Flow
Diversion Perennial 3' 60' N/A
Site 1A @ Stat 0+35 UT to Mud Creek Impervious
Dike Perennial 6' (Dike) 5' 0.00068
Total Perennial Stream Impact (by; ength and acreage) 18' 0.00123
Total Intermittent Stream Impact
Temporary Impacts Flow Diversion and Impervious Dike Respectively
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, Impact
(indicate on ma) ba ,ocean, etc.) (acres)
N/A 0
Total Open Water Impact (acres) 0
Page 5 of 10
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 0.00123
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Perennial Stream Impact (linear feet): Permanent 18
Total Stream Impact (linear feet) Temporary 65
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization) .
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Water will be diverted
during the installation of the pipe to minimize sedimentation. The pipe will be placed
below the stream bottom to minimize fragmentation of aquatic habitat. _
Page 6 of 10
Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strnigide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A _
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.statc.nc.us/wip/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 7 of 10
VIII. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether aNEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-5083 to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
N/A
Page 8 of 10
X. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
N/A
XI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIII. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The road is being widened to minimal standards. The residential community along the road is
well-established. Cumulative impacts from this project should be minimal.
Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's~Signature I'jat~
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 10
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1249 Glassy Mountain Road
LOCATION: Begin at the intersection Little River Road (SR1123) and SR 1308
and continue in a southerly direction for a total distance of 1,360 feet to the End Of
Project.
WORK TYPE: Grade, Drain, Base, Pave, and Erosion Control
WORK ORDER: 140.045068 (Temp)
COUNTY: Henderson TOWNSHIP: Hendersonville
DATE: 12-20-06 SCALE: 1" = 50'
NOTES:45' ~W R/W reduction to 39' from sta 1+35 to 10+75 on left.
Current ADT Bracket : 0 - 360 Design ADT Bracket : 0 - 600
Water: Class B PREPARED BY: BGS
45' 0"
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TEMP ROCK SEDIMENT DAM TYPE B B
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3' Stream
0:
0+00 Begin Project
~Y THIERY, JOEL T & LYNN M
4 ~ HENDERSONVIL~ENNCI 28739
9567706953
1009/680
I L_
10+0
I124~
Rock Woll
TYP B SEOIAIENT DAM
+38
Ao
-.e
a~
nj
I.e
•NOTICE•
Community Well Water Line Under Road I 0
DOT to encose water 11ne
8+90 12 41
VAN DERZALM WILLEM &
' JEANNINE R
102 OAK RIDGE
CT TYPE 8 SEDIMENT DAM
GREER, SC 29650 +T4
p 9567803445
I L_ a % 861/177 8+60
_%~ Paved Drive
2 % +30
TYPE B SEDIMENT DAM
BODENHAMER, OWEN & HELEN
ISUNSET LN
ASHEVILLE, NC 28804
9567718101
992/010
2
112
$Li B,ISN TYPE B
2'z7'x6'
0
~12
Rock Wall
6+IO
i
i
i
i
5~
,~ I
6
Paved Drive
Propose 35' x 15' HOPE ~~
BOBEK, JOSEPH T & CYNTHIA M
PO BOX 1394
6 ~ FLAT ROCK. NC 28731
9567719361
994/226
13
3
$M,T B1dM TYPE B ~
2'xJ'x6' i
rn 12
5+00
3 ~
D:
m
M
SR1249 Page 2
'•NOTICE•
Community Well Water Line Under Road
DOT to encase water line
*22
Replace 30' x 18' CMP
Wlth 40' x 18' HDPE
+74
Replace 30' x 12' RCP
With 40' x 18' CMP
+30
Replace 32' x IS' RCP
Wlth 40' x IS' HOPE
i N
r
KANIPE, CHRISTOPHER R & KELLIE C
P 0 BOX 1305
FLAT ROCK. NC 28731
9567 715 311
909/543
SR1249 Page 3
End of Project 13+60
2'z Gravel0rive
Propose 20' x 15' HOPE
3
Sli BASH TYPE 8 ~
7xJ'x6' in
~ II
~88
KLEIN. LINDA M/TRUST
51 GLASSY MOUNTAIN OR
HENDERSONVILLE. NC 28739
9567703531
907/154
~'
II
uT eASU TYPE B ~ 1 a 81
r:3•~s•
Fence
3
~106~
zz
10+76Q'
R/W Reduction from 45' to 3
Ends at 10+75
a ~ Increase the left side by 6' Paved Drive
Rock WallOnd Fence
iN
r
3
in
1~
e
~ O~ ~~
OJ 8
P _
12+10
N
KANIPE. CHRISTOPHER R & KELLIE C
P 0 BOX 1305
3 956771531 K, NC 28731
~ 909/543
v
THIERY, JOEL T & LYNN M
HENDERSONVM~ENNC 28739 ~'~s" TYPE s
009 680 53 ~
~; ~ 12
10+00
3
a,
M
ASPINWALL, NANCY W
PO BOX 219
FLAT ROCK. NC 28731
076/210686
R/W Reduction from 45' to 39'
Ends of I0+75
Increase the left side by 6'
PIPE
DATA Glassy Mtn Drive (SR 1249) Page 1 of 1
County:
Henderson WORK ORDER: 14C.045068(Temp)
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
0+35 (2) 22' x 24" RCP
(1) 22' x 18" RCP
with Headwalls 40'x83'x57" Arch
CMP with
Headwalls 3'Live Stream
1+09 21' x 12" RCP 25' x 15" HDPE Replace Driveway Pipe
2+10 40' x 18"HDPE Propose Cross-Pipe
2+28 24' x 12" CMP 25' x 15" HDPE Replace Driveway Pipe
4+10 40' x 18" HDPE Propose Cross-Pipe
5+55 35' x 15" HDPE Propose Driveway Pipe
8+30 32' x 15" RCP 40' x 18" HDPE Replace Cross-Pipe
8+74 30' x 12" RCP 40' x 18" CMP Replace Cross-Pipe
9+22 30' x 18" CMP 40' x 18" HDPE Replace Cross-Pipe
13+35 20' x 15" HDPE Propose Driveway Pipe
POLE DATA
Project: Glassy Mtn. Drive (SR1249)
COUnty: Henderson
Owner: Duke Power /Bell South
Page 1 of 1
Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Pro'ect
~ Dist. Center
Project After
Moving
Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
2+24 23 Guy Wire
2+24 25 Guy Wire
2+45 23 Tel-Ped
2+45 24 Multi-use Pole
2+59 18 Guy Wire
2+60 19 Guy Wire
4+91 16 Guy Wire
4+91 19 Guy Wire
4+92 7 Multi-use Pole
4+92 8 Tel-Ped
5+81 9 Tel-Ped
5+81 10 Multi-use Pole
5+95 31 Multi-use Pole
7+62 33 Tel-Ped
7+62 34 Multi-use Pole
7+63 23 Guy Wire
7+64 23 Guy Wire
10+70 11 Tel-Ped
10+70 12 Multi-use Pole
HENDERSON COUNTY TOPO MAP - SR1249 GLASSY MOUNTAIN DRIVE
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END BEGIN
13+60 0+00
HENDERSON COUNTY VICINITY MAP - SR 1249 GLASSY MOUNTAIN DRIVE
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