20080619 Ver 1_Application_20080403

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STATE OF NORTH CAROLINA
MICHAEL F. EASLEY
GOVERNOR
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DEPARTMENT OF TRANSPORTATION
March 31, 2008
LYNDO TIPPETT
SECRETARY
Mr. David Baker, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714 O ~ 0 (~ '1 Q
Subject: Nationwide 14
SR 1793, Tracy Grove Road
Henderson County
State Project # 140.045120 (DWQ Minor Permit Fee $240.00)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain,
and repave SR 1793, Tracy Grove Road, in Henderson County. This proposal entails widening
and improving the existing paved road to a standard 22-foot roadway. The work is necessary to
improve safety. Funds have been allocated for this project and NCDOT would like to perform this
work during the 2008-09 paving season. Tracy Grove Road is a secondary, paved, collector road.
I am enclosing a PCN, a partial plan set (that includes the section near the beginning that has
horizontal alignment changes), a straight 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 replacements and/or extensions, 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
tributaries to Devil's Ford Creek. However, there are records for the federally threatened swamp
pink (Helonias bu/lata) and federally endangered mountain sweet pitcher plant (Sarracenia jonesi~)
approximately 0.7 miles to the west in wetlands associated with the adjacent watershed, Bat Fork
Creek. While the swamp pink is a recent record and believed to still exist, the database states that
the element occurrence for the pre-1987 observation of mountain sweet pitcher plant was
destroyed. Approximately, 2.5 miles southwest of the project site within the Meninger Creek
watershed, there are recent records for the federally endangered bunched arrowhead (Sagittaria
fasicu/ata).

Swamp pink is found in a variety of wetland types and requires saturated soil conditions that are
not inundated. The old leaves of swamp pink turn reddish brown in the winter and will lie flat on
the ground. There is a visible large button, which is next season's flower in the center of the
leaves. There were no plants observed at the project site that fit this description. Habitat is lacking
at the culvert sites.
Mountain sweet pitcher plant is found in a few mountain bogs and on streambanks. The plants are
usually found in level depressions associated with floodplains. Habitat is lacking at the culvert
crossings.
The unnamed tributaries that are affected are small (1-2 feet wide) and do not have sufficient flow
to support mussels. The streams are highly disturbed by agricultural activities and stormwater
runoff. The project is limited in scope and the impacts from the culvert replacements will be
minimal. For these reasons, we believe there will be "no effect" to threatened or endangered
species.
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 tributaries to Devils Fork Creek (DWQ Class C) are not shown on the topographic
map. The streams have well-defined channels composed primarily of gravel, sand and silt in
proximity of the impact areas The channels lack vegetation. The stream widths vary and are
about 1-2 feet in width. When present, leaf litter along the channels had signs of deposition. The
unnamed tributaries at site 1 and site 2 flow to an unnamed tributary of Devils Fork Creek, which is
shown as a perennial stream on the USGS topographic map. The channels at site 3 and 4 are
shown as perennial streams downstream of the impact sites before the channels reach Devils Fork
Creek. Devils Fork Creek flows approximately 2.0 miles to Johnson Drainage Ditch. Johnson
Drainage Ditch then flows 0.9 miles to Mud Creek. Mud Creek in turn flows approximately 6.6
miles to the French Broad River. The French Broad River meets the definition of Traditional
Navigable Water. The stream at site two appears to be a perennial stream and the remaining
streams appear to have continuous seasonal flow. For these reasons, we believe these streams
meet the definition of Relatively Permanent Waters and are 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
and/or extend four culverts on unnamed tributaries of Devil's Fork Creek. Listed below is a
summary of the proposed impacts.
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Site No. Station Existing Condition Proposed Condition Net Impacts
Site 1
Sta. 78+12 45' x 30" CMP 50' x 36" CMP 5'
Site 1A
Sta. 78+12 Open Channel Impervious Dike 15 ft2
Site 1A
Sta. 78+12 Free Flowing Channel Flow Diversion 75'
Site 2
Sta. 83+93 40' x 42" CMP 50' x 48" CMP 10'
Site 2A
Sta. 83+93 Open Channel Impervious Dike 20 ft2
Site 2A
Sta. 83+93 Free Flowing Channel Flow Diversion 75'
Site 3 60' x 24" CMP to Drop Inlet at beginning 60' x 30" CMP to Drop Inlet at ,
Sta. 117+00 of Piped Ditch beginning of Piped Ditch 0
Site 3A
Sta. 117+00 Pond Outfall Im ervious Dike
p 15 ft2
Site 3A Drop inlet to

Sta. 117+00
Piped Ditch Flow Diversion 245'
Site 36
Sta. 115+12 to 170' x 24" CMP Piped Stream 170' x 30" CMP Piped Stream 0'
Sta. 117+00
*Note for Site 3: The minimal flow from the outfall of the pond at Site 3 will be diverted through an existing grass
ditchline to the pipe at Sta. 115+11. This pipe outfall is right at the outfall of the existing piped ditch and will
provide minimal disturbance to the exposed channel, as it exists. While the flow is diverted to replace the pipe
at Sta. 117+00, the pipe in the existing piped ditch will be excavated and replaced.
Site 4
Sta. 130+86 70' x 42" CMP 80' x 42" CMP
w/ potential headwall 10'
Site 4A
Sta. 130+86 Open Channel Impervious Dike 20 ft2
Site 4A
Sta. 60+45 Free Flowing Channel Flow Diversion 105'
**Note for Site 4: The existing pipe will remain in place. There will be an extension of 10' at the inlet. A headwall
may be installed on the inlet end of the pipe, if required due to the convergence of the fill slopes at the intersection.
The live water crossings at the four barrel concrete box culvert at Sta. 0+25 and the 72' RCP at Sta. 96+15 are to
remain in place and not be affected by the project.
Total Permanent Intermittent Impact 15 linear feet
Total Permanent Perennial Impact 10 linear feet
Total Temporary Impacts for Impervious Dikes and Flow Diversion 445 linear feet
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.
-3-

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 or Mr. Josh Lanning at
[phone].
Sincerely,
Mark T. Gibbs, P.E.
District Engineer
Enclosures
cc: Mr. Brian Wrenn, DWQ, DENR, Raleigh (4 copies)
Mr. Troy Wilson, 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 1793, Tracy Grove Road
Henderson County
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NCDOT, Division 14
Office Use Only:
Form Version March OS
Page 1 of 11

2 0 0 8 0 6 1 9
USACE Action ID No. DWQ No.
fir 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
1. Owner/Applicant Information
Name: 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:
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: mgibbsCa~dot.state.nc.us
Page 2 of 11

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 1793, Tract/ Grove Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 140.045120
3. Property Identification Number (Tax PIN): N/A
4. Location County: Henderson Nearest Town: Hendersonville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From the intersection of
US 64 and SR 1525 in Hendersonville take SR 1525 and cto east approx 0 32 miles to the
intersection of SR 1525 and SR 1793 Turn right on SR 1793 This is the stationed
beginning of the proiect. The referenced Sites are located• 7 812'• 8 393'• 11 700'• and
13.086' from SR 1525 on SR 1793.
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: 35.31611°N 82.42528°W Site 2: 35.31556°N 82.42361°W
Site 3: 35.31500°N 82.41167°W Site 4: 35.31472°N 82.40750°W
Page 3 of 11

6. Property size (acres): N/A
7. Name of nearest receiving body of water: Multiple unnamed to Tributaries Devil's Fork Creek
(DWQ Class C)
8. River Basin: French B
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.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: mixed use
10. Describe the overall project in detail, including the type of equipment to be used: The
existing 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.
1 1. Explain the purpose of the proposed work: This project is a paved road improvement to
widen grade drain and pave an existing substandard paved 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
Page 4 of 11

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: In order to construct the project
in accordance with our current secondary road standards it is necessary to impact waters of
the United States in the French Broad River Basin Specifically NCDOT is requesting a
permit to extend and/or replace four culverts and one pipe in a roadside seep in unnamed
tributaries to Devil's Fork Creek Impacts are listed in tables below.
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 T e of Type of Wetland Located within

100
Distance to Nearest Area of Impact

(acres)
Site Number Im act
p (e.g., forested, marsh, -year Stream (linear feet)
(indicate on map) herbaceous, bog, etc.) Floodplain (yes/no)
N/A ~

Total Wetland Impact (acres) ~
Page 5 of 11

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.
Stream Lnpact
Perennial or Avg. Stream Impact Area of 'I
Number Stream Naine T e of Im act
Yp ~ p
Intermittent? Width Before Length Impact
(indicate on map) Impact (linear feet) (acres)
Site 1, UT to Devil's Fork Creek Culvert Intermittent 1' 5' 0.00011
Sta 78+12
Site 1A, UT to Devil's Fork Creek Impervious Intermittent 3' (Dike) 5' 0.00034
Sta 78+12 Dike
Site 1A, UT to Devil's Fork Creek Flow Intermittent 1' 75' N/A
Sta 78+12 Diversion
Site 2, UT to Devil's Fork Creek Culvert Perennial 2' 10' 0.00046
Sta 83+93
Site 2A, UT to Devil's Fork Creek Impervious perennial 4' (Dike) 5' 0.00046
Sta 83+g3 Dike
Site 2A, UT to Devil's Fork Creek Flow Perennial 2' 75' N/A
Sta 83+g3 Diversion
Site 3, UT to Devil's Fork Creek Culvert Intermittent 1' 0' 0.00000
Sta 117+00
Site 3A, UT to Devil's Fork Creek Impervious Intermittent 3' (Dike) 5' 0.00034
Sta 117+00 Dike
Site 3A, UT to Devil's Fork Creek Flow Intermittent 1' 245' N/A
Sta 117+00 Diversion
Site 3B,
Sta 115+12 to UT to Devil's Fork Creek Piped Ditch Intermittent 1' 0' 0.00000
Sta 117+00
*Note for Site 3: The intermittent flow from the outfall of the pond will be diverted through an existing grass lined
ditch to the pipe at Sta. 115+11. The outfall for the pipe at Sta. 115+11 is at the outfall to the piped ditch. This will
minimize the impact to the exposed channel as it presently exists. While the flow is diverted, the pipe in the existing
piped ditch will be excavated and replaced.
Site 4,
Sta 60+45 UT to Devil's Fork Creek Culvert Intermittent 1' 10' 0.00023
Site 4A, UT to Devil's Fork Creek Impervious Intermittent 4' (Dike) 5' 0.00046
Sta 76+g5 Dike
Site 4A, UT to Devil's Fork Creek Flow Intermittent 1' 105' N/A
Sta 76+g5 Diversion
**Note for Site 4: The existing pipe will remain in place. There will be an extension of 10' at the inlet. A headwall
may be installed on the inlet end of the pipe, if required, due to the convergence of the fill slopes at the intersection.
Total Perennial Stream Impact (by length and acreage) 10' 0.00046
Total Intermittent Stream Impact (by length and acreage) 15' 0.00034
Temporary Impacts Flow Diversion and Impervious Dike Respectively 445' N/A
Page 6 of 11

5. 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
Site Number
(indicate on map)
N/A
Name of Waterbody I Type of Impact
(if applicable)
Type of Waterbody Area of
(lake, pond, estuary, sound, Impact
bay, ocean, etc.) (acres)
0
Total Open Water Impact (acres) ~ ~
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.00080
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.00080
Total Stream Impact (linear feet): Permanent 25
Total Stream Impact (linear feet) Temporary 445
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.
N/A
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/embankinent, 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
Page 7 of 11

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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.
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 maybe 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/strmgide.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
Page 8 of 11

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
[phone] 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.state.nc.us/wrp/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
VIII. Environmental Documentation (required by DWQ)
1. Does the project involve an • expenditure of public (federaUstate/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 a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] 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.
Page 9 of 11

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 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 N/A )? 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 (square feet) Multiplier Required Mitigation
l 3 (2 for Catawba)
2 1.5
Total
*Lone 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.
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
Page 10 of 11

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 anafter-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 communities along the road
are 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).
N/A
Q...~ .~ (~!1~ ~
` Applicant/Agent's Signature Da e
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11

Site # 1 Sta: 78+12 Coordinates 35.31611° N / 82.42528° W
Proj # 140.045120
SR 1793, Tracy Grove Road
Henderson County
Existing & Prop. Center Line
Oulet Invert Elev. Inlet Invert Elev.
994.7 996.0
2 1

Replace Existing Perched 45', 30" CMP
with 50', 36" CMP
Thalwegs Approximately 20' from- shoulder of existing road
1 996.5
2 993.8 .
See plans for erosion control .* Drawing not to scale
Site # 2 Sta. 83+g3 Coordinates 35.31556° N / 82.42361° W
Proj # 140.045120
SR 1793, Tracy Grove Road
Henderson County
Existing & Prop. Center Line
Oulet Invert Elev. Inlet Invert Elev.
995.6 996.5
2
-------
-------------- ------------- 1
------- -
Replace Existing Perched 40', 42" CMP
with 50', 48" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 998.3
2 995.1 .
See plans for erosion control * Drawing not to scale

Site # 3 Sta. 117+00 Coordinates 35.31500° N / 82.41167° W
Proj # 140.045120
SR 1793, Tracy Grove Road
Henderson County
Existing & Prop. Center Line
Oulet Invert Elev. Inlet Invert Elev.
995.7 999.0
2 1
Replace Existing 60', 24" CMP with 60', 30" CMP
**NOTE: The pipe outlet is in a drop inlet that is the beginning of the piped ditch.
The ditch is piped from the drop inlet for 188', 24" CMP, with approx. four feet of fall.
The ditch pipe will be replaced with 188', 30" CMP.
Thalwegs Approximately 20' from shoulder of existing road
1 pond
2 piped ditch
See plans for erosion control * Drawing not to scale
Site # 4 Sta. 130+86 Coordinates 35.31472° N / 82.40750° W
Proj # 140.045120
SR 1793, Tracy Grove Road
Henderson County
Existing & Prop. Center Line
Oulet Invert Elev. Inlet Invert Elev.
988.8 990.3
2 --------------------- ------------------- 1
Replace Existing 70', 42" CMP with 80', 42"CMP
**NOTE: A headwall will be installed on the inlet of the pipe, if needed, to stabilize
the fill slope due to the close proximity to the intersection of SR 1793 and SR 1790.
Thalwegs Approximately 20' from shoulder of existing road
1 991.0
2 987.0
See plans for erosion control * Drawing not to scale

Henderson County
SR 1793 -Tracy Grove Road
NW 14 Sites
Project 140.045120
Site 1
Inlet
Site 2
Inlet
Site 3
Inlet
Outlet
Outlet
Outlet
picture page 1

Henderson County
SR 1793 -Tracy Grove Road
NW 14 Sites
Project 140.045120
Site 4
Inlet Outlet
;.~-~
Vt

picture page 2

Henderson County Topographic Map
SR 1793, Tracy Grove Road
Site 1 Site 2 Site 3 Site 4

Henderson County Vicinity Map (Hendersonville inset)
Page 2 of 3 -Hendersonville inset
SR 1793, Tracy Grove Road
Site 1 Site 2 Site 3 Site 4

N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1793 Tracy Grove. Road
LOCATION: Begin at the intersection of SR 1525 and SR 1793 and continue in an easterly
direction for a total distance of 16,285 feet to the end of project a SR 1006.
WORK TYPE: Grade, Drain, Base,. Pave & Erosion Control
WORK ORDER: 140.045068 (Temp) PRIORITY:
COUNTY: Henderson TOWNSHIP: HendersonvilleBlue Ridge
DATE: 3/6/08 SCALE: 1 "=50'
Current ADT Bracket 5600 (2004) Design ADT Bracket More than 6000
NOTES: 50' R/'W Water: Devils Fork; Class C
PREPARED BY: BAlBGS/JB
so' o"
RIGHT OF WAY
CENTERLNE
8' 11' 11' T 3'
ASPHALT ~ PAVEMENT
SHOULDER ' SHOULDER
'. DITCH
. ~ ~_~--~
MAX SLOPE
: S"~
FILL 112:1
CUT 1:1

f n ~' - - I- - ~ -

I%

109
1211
°~
c
0
C:
I,
Z%
O
SR 1793 Page I
Silt Bosin Type B
2'xl'x2'
18' x IS' CMP (Ditch Line)
7
Gravel Drive
25' x 15' RCP
6
Sewer Manhole
~~
1918
r-- ------ ---- - ---
I
r_ -_-____-_ -_
I.c ._______ _______ _~ (9) 12' x t2' Box Culverts
L-/ 6 516 5
SR 1525 Dana Rdo ~+~~ Begin Project
r

2%
0

40' x IS' HOPE
2%
45' x IS' CMP
SR 1793 Page 2
u
Silt Basin Type B 2'xl'x2'
Silt Check I ype A
O
Grovel Drive
I 0 9n ~ Silt Check Type B
10
Q AT&T Manhole
08
1010
Siit Check Type B
I°I of C
Concrete Drive
Silt Check Type 8
9101 C
Paved Drive
Silt Basin Type B 2'x2'x4'
Silt Check Type A ~
Paved Drive ` 7
O I 0 p Water Meter
~+00 Sewer Manhole

0
3%
2%
2%

40' x 18' HDPE
N
F-
IIO) r SR 1793 Page 3
Silt Check Type B
14
I Silt Basin Type B 2'x2'x4'
101 0 Silt Check Type A
f ' x I _CP_
Boyd Hiil Drive (Pvt)
Gravel
~, T---
I
Grovel Drive 13
I'
OI
AT&T Manhole
Silt Check Type B
12
I
109
Silt Bonin T
pe B 2'xl'x2'
Silt Check y
1 ype A

~' 4
'
'
HDPE
0
x 24

SRI753 WilmontDrive
Paved

T A Manhole

Silt Check Type B
II
10+00

,.
3%
2%

~~
~I ~ S(It Check Type B SR 1793 Page 4
Silt Bosin Type B 2'x2'x4'
Silt Check Type A 16
AT&T Manhole
Boyd HillOrive (Pvt)
r.4~~--
I ~ 0' x 15' CMP
IIII
Silt Check Type B
O
I~
O
Silt Check Type B
~ O
2%
3%

15
Silt Basin Type B 2'x2'x4'
Silt Check Type A
1212
8
14
15+00

1 0 9 SR I (93 Page 5
N
I--'
2•r. 2 4 ~ la
I I 0 Rock Wall
with planter
Paved Drive
Rock Woll
with planter
Silt Check Type B
23
1010
O
4%
Silt Check Type B
2 2 Silt Check Type B 2'xl'x2'
Type A
9 0
17
Silt Check Type B
3%
0' x I5' RCP
•`
'I I';
0
I I
1 0 9 1130' x 15' RCP
~.40' x 24' HDPE
I 5' x IS' CMP (Ditch Line)
Silt Bosin Type 8 2'xl'x2'
N Sift Check Type A
~ ~~ 16
I I
Paved' Drive
1 0 1 0 q5' x 15' RCP
20+

i t ~~ ~,~ arc I i ~~ rage b
r t II
,l Paved Drive
~ 2i
~~
2%
70' x 15' CMP
12
20 Silt Basin Type B 2'x2'x4'
29
911
I%

28
09
19
-----~
Field Entrance (Gravel)

Silt Basin Type B 2'xl'x2'
_ _ _ _
• Silt Check Type A
Drop Inlet
2 7 Paved Drive
9 9
I%
'
40
x IS' CMP
75' x IS' CMP
Drop Inlet
O Silt Basin Type B 2'xl'x2'
Silt Check Type A
I OI 9
2i
Field Entrance (Gravel)
,~ - - - -
~ ® IS
Silt Check Type B
109
25+00

2%
20 2~

2%
2%
loll
i i SR 1793 Page 7
I i
I I
I 1
1 1
N I I
~- I i
I I
I I
I 1
I I V1
I I F-
I I
I 1
I I
I i
I i
34
1 I
I I
I I
I I
I I
I I
I I
I i
I I
I i
1 I
I i
I I
I 1 /
I ~,
I I /
I 3 I
I I '~ Silt ChecK Type A
}~ilt Basin Type B
l I I / 2'xl'x2'
i" I 1 +
I I
I I
1 I i
i I 21
I I _ z .
2 ~~
81
i
I
I
1 ~~
I
I
I
I

~-
I
I
I
1
I
911
30+00
Silt ChecK Type B
Silt Check Type A

ofi
2%
3
FIELD EQUALITY
37+29 = 39+00
20
17.
Silt Bosin Type B
2' xl' x 2'

317

I%
Z
I 1
I I
I I
I 1
I I
I i
I I
I I
I I
I I
I I
I I
I I ~
I I ~
I I ~' Drainage Ditch
I I i/ '
I I i~ ~
r~ /
I I ~/ ~ ~
~..
I I ~'
r I ~/ / ~i
I '
120'x54' CMP ~ ~ '~
with underdroins ~ ~' ~ ~ ~ ~
on both ends ~~-/ Imo. I
' / / T I
_ ,~- /
-
I
SR 1793 Page S
I ~ Silt Bosin Type 8
I 2'xl'x2
t
19~ RCP Pipe Stubb from
I Retaining Wail
I to Drop Inlet
I
I
I
FIELD EQUALITY
37+29 = 39+00
24
20

~----
Silt Check Type B
3%
26
Propane Tank O
Oil Tanks 8
Chain Link Fence
Silt Check Type B
3%
2%
23
2%

Silt Basin Type B 2'x2'x4'
Silt Check- Type A
40' x 18' HDPE
iT I 1
l IIB

Silt Check Type B
Silt Check Type B
SR 1793 Page 9
27
j I I Concrete
1~~ Drive 24
. 11
I 40' x 18' RCP
4 3
1
I
1
1
1
1
1
I
i
1

'

'
'
1 Silt Basin Type B 2
x2
x4
1 Silt Check Type A
~~
j 25
I ~"'
I
I Silt
Check Type A
S'It B T B 2' I' 2'
4 1 i asin ype x x
Grovel Drive ~ I 1
I
1
40' x 15' HDPE ~~
Silt Check Type A
Silt Basin Type B 2'xl'x2'

I
I
I
I
I
I
1
1
1
i
1
1
1
40+00

CXCX9" "" L'XZ'X9'
' ~ Type A Silt Chec v 9 I 0 Tvpe A Silt Check
31 = - ~ 40' x 30' HOPE
O 2%
Silt Check Type B~ ~ Silt Check Type B
49
09
30
Silt Check Type B~
48
09
28
__-_ 4 7
Gravel Drive I 0 9
Type B Silt Basin
2 x2'x4'
Type A Silt Check
50' x 24' CMP
Drop Inlet
r Silt Check Type B
AT&T Monhole
2 xp2 xq Silt Basin
Type A Silt Check
~'x IS'CMP
SRI754 Ouncon Rood
50' x IS' CMP
OW Monument
28
26
----
II
m
2i ~
~~
Y >
LO
O ~.
d (.~
Silt Basin Typ B 2'xl'x2'
Silt Check yy~e A
3i ~ it
45+00
^r
0

Silt Basin Type B 2'xl'x2'
Silt Check Type A
SR 1793 Page 10
29
27

33 2%
23
x
Silt Check Type B
10
9~ i
Field Entrance
Gravel _
30' x IS' CMP
Silt Check Type B
54
109
Gravel Drive
20' x IS' CMP ~~
5
10
Silt Check Type B
t
3
9
r Silt Check Type B
JK I f y3 rage II
32
t
31
2%
Grovel Drive
2 0' x 15' CM
Silt Check Type B
AT&T Manhole
Silt Check Type B
I OI9

50+00

I 0 9 v SR 1793 Page 12
' ~ Silt Check Type 8
3%
n
F-
59
~ 9 ~ Silt ChecK Type B
2 xp2 x q Silt Bosin
5 8 Type A Silt Check
09
40' x 24' HDPE
36
35
Montrose Street (Pvt)
Gravel_
I%
517
N
F-
2%
33
Type B Silt Basin
2 xl'x2'
1
SRI959 Orchard Road
Paved Type B Silt Bosin
2 xl'x2'
Type B Silt Check ~ 9 10 ~ Type B Silt Check
I
x
I
x
x
X
~I~~
55+00
32

2%
39
Town View Ct (Pvt~
Gravel
~~
50' x IS' CMP ,~
9 " SR 1793 Page I3
41
Sfit Basin Type B 2'x2'x4'
Silt Check Type A
Gravel Drive
30' x IS' CMP
Silt Basin Type B 2'x2'x4' 6 4
Silt Check Type A i 0 9
40' x 24' CMP
Type B Silt Check
O
6
-~-
115' x 24' CMP (Ditch Line)
Type B Silt Check
SRI948 Hoke Rood
Paved
3
Rock Walt With Steps
37
Type B Silt Basin
2 x2'x4'
2% Silt Check Type A
Gravel Drive
45' x 48' CMPI I
~T U91
60+
z~~ ~~f 6
Trocy Ridge Drive (Pvt~ 9
Gravel _ _ _
Type B Silt Check
40' x 18' HDP,E,gqI~qp~,
d6~W
Type B Silt Check
919
T~rpe B Silt Basin
~ 2 x2'x4'
T AT&T Manhole
Type B Silt Check
1
00
40
40
38
36

2%
42
42
2%
39
~_
Silt Check Type B
Gravel Drive
Field Entrance
Grass
20' x 15' CMg
Silt Check Type B
II 7
Wooden Cross
69
1010
Silt Check Type B
~~
N
F-
~ 6a
617
•
t
II Paved Drive
30' x 15' RCP
AT~ Manhole
Silt Check Type 8
i-~-----
Cravel Drive
45' x 15' RCP
g~j ~I I ~ Silt Check Type B
Field Entrance I I I I d
Grass
22' x IS' CMP T
SRI862 McCall
Paved
55' x 18' CMP
109
65+00
SR 1793 Page 14
44
43

41

3%
42
Ilb
Gravel Drive
25' x 18' CMP
Silt Check Type B ~ ~ Silt Check Type B
74
109
Silt Check Type B
171
Silt Check Type B
3
I~
45
3%

2%
Silt Check Type B
7
9
Silt Check Type 8 A
Gravel Drive 7
- ---- 10~
Silt Basin Type B 2'xl'x2'
Siit Check Type A
Silt Check Type B
2
10
Silt Check Type B
9 ~
~ ~~
~ gravel Drives
/ - -
Silt Check Type 8
42
109
70+00
SR 1793 Page 15
46
44

2%
42 Silt Check Type B
2%
Silt Bosin Type B 2'xlx2'
Silt Check Type A
E---- ~:
Silt Basin Type B 2'x2'x4' ~
Silt Check 7 ype A
3%
42
Field Entrance
Grass

Silt Check Type B
719
Silt Basin Type B 2'xlx2'
Silt Check Type A
'
I
Stream
~' '
7 $ 45
x 30' CMP
i ~ 9 P ropose 50'x36' CMP
Silt Basin Type 8 2'x2'x4'
A
i
lt Check Type
S
Silt Check Type 8 ~ ~ Silt Check Type B
77
--•-
a
Silt Check Type B
Silt Check Type B
1011
10' x IS' CMP (Ditch Line1
3%
Silt Check Type B ~ ~ Silt Check Type 8
109
75+00
SR 1793 Poge 16
47
46

~.
r-
2%
2' Stream 40' x~ 4$'-CivIP
Propose 50'x48' CMP
Silt Basin Type B 2'x2'x4'
Silt Check Type A
3%
Silt Check Type B A
42
Silt Check Type B
~*uu SR 1793 Pa e 17
910 9
Sit Chec TT p e A 2'x2'x4'
} yP
0
J
o+
c~
(I .~ m
t>
~a_
8 q 40' x 15' CMP _ _
~Lo ~__ ,. --- .,-----~.
Si-t Basin Type B 2'x2'x4'
Silt Check Type A
60' x IS' CMP `
~~
Industrial Park Entrance
8 3 ~ Gravel
to II
~----
AT&T Manhole
X10' x 15' CMP (Ditch Line)
812
3~ Packing House Entrance
Gravel
~ l09
Silt Check Type B
2%
Silt Check Type B
Silt Check Type B
0
SR1755 Airport Road
Paved
Silt Check Type B
Pat's Place (Pvt)
II Gravel
1010 ---
50+0~5' x 12' CMP
49
49
48
47

2%
42
42
Silt Check Type B
Silt Check Type B
10110
Silt Bosin Type B 2'x2'x4'
Siit Check Type A
~-
910
55+00
it ~
~~-SR1756 South Allen Rood
3 90 Paved / with island
AT&T Manhole
Silt Check Type B
nmercd Pork Entrance
ied
25' x 15' CMP
®ell with cover
Silt Check Type B
0' x 15' CMP
eck Type B
SR 1793 Page IS
50
49

III 0 ~ arc ~ ~ y~ rage iy
SR1893 Mid AIIen Rood
Paved / with island
I%
52
94
II10
51 .
Bridge over I-26
24' Wide
I%
42
CREST
90+00
Sta 93+16
Bridge over I-26
24' Wide
Sto 90+54

2%
iv
II
'~nj30' x 15' CMP
I I ~ Gravel Drive
~. _ _~_with Cate
53
Silt Check Type B
Silt Basin Type B 2'x2'x4'
Silt Check Type A
919
SR 1793 Page 20
r
x 15' CMP
Silt Check Type B
98 I
010 Silt Basin Type B 2'x2'x4'
Silt Check Type A
C
52
2%
I%
53

917
5' Stream
105'x72' CMP 35' Below Rood
O 10 with Concrete Headwalls
~II10~
95+00

Silt ChecK Type B
30' x 15' HOPE
56 Concrete Orive !
56
3%
2%

53
-- -----~.I
~
Field Entrance I
(Grass) II
I
25' x 15' CMP
20' x 18' CMP
Field Entron_c
e (Grvssl i`
_
'
' ~-{.
i'
Silt Basin Type B 2 x2
x4
Silt Check Type A
Silt Check Type A
Silt Basin Type B 2'xl'x2'
Silt ChecK Type B
Silt Bosin Type B 2'x2'x4'
Silt Check i ype A

'
CMP
x 30

Silt Check Type A
Silt Basin Type 8 2'xl'x2'
I 3
10 9
- ~ Silt Check Type B
I 2 I I 35' x 12' Terra Cotta
~ 9 ~ Justus Acres Lane (Gravel)
.. 20' 15' CMP
2% `"
L
_v
I ~ ~ Silt Check Type B
1010
.`
0
v
2Y Silt Check Type B lY ~ > Silt Check Type B
-i- o
n.
Paved Orive
110
100+00
SR 1793 Page 21
C
54

' ~ o
U
L
U
2 /. ~
L
0
0
Silt Check Type B
Gravel Drive
Silt Check Type B
SR 1793 Page 22
C
58
57 Silt Check Type B
2%
Concrete Drive
I
I
56 3Y
Silt Check Type B
Silt Check Type B
Randolph Ave (GraveD
Silt ChecK Type B
55
Siit Check Type B
56
3%
Silt Check Type B
105+00

z
2%
57
2%
Silt Check Type 8
9
~rl~ Field Entrance (Grass)
~ 15' x 18' CMP
Silt Check Type B
III
9

Silt
Silt Basin
Check Type B 2'xl'x2'
T
e A Silt Basin Type B 2'xl'x2'
yp Silt Check Type A
30' x 24' P

Silt Check Type A Silt Check Type A
Silt Basin Type 8 2'x2'x4'
11
3 Silt Basin Type B 2'x2'x4'
8 9
arc I ryJ rage "L3
62
6I
59
2%
Silt Check Type B
L
v
U
L
Silt Check Type B
a~
o
p

Gravel Drive
1130' x 18' CMP
9 ~ Silt Check Type B
155' x I5' CMP
--------
Gravel Drive
6' Drop Inlet
9 ~~
Paved Drive
I j 6' Drop Inlet
~)
(~
Smoke Rise H(IIDr (Paved)
IIQ+~Q
60

~ L V ' V V
65 " ~ Silt Check Type B
Silt Check Type B
2%
Paved Drive II
30' x IS' CMP
Silt Check Type B
Silt Check Type B
1118
57
Pond
Sil Bos~nd T__yyp B 2'x2'x4'
. Sil Check Ty e. A
Silt Basin Type B 2'x2'x4'
Silt Check Type A 117
~•
Outfall from Pond 9 Paved Drive
60' x 24' CMP ~
Drop Inlet.
I
Silt Check Type B ~ r Silt Check Type B
I'I
I'I
I!
l I I i
I:I
ICI
. i~l
ICI
170' x 24' CMP (Buried) III
Drainage from Pond
2% Replace with 170'x30' CMP II
III Silt Check Tlyype B 2'xl'x2'
I, T
' 5' x IS' CMP
----- ' ~ 9 9 35' x IS' CMP
~' 115+00
SR 1793 Page 2q
C
63
62

_ _ ~~ ~ 9
Moot Point l.n (GraveU~
67 ------Q~~
40' x 15' CMP
3%
Silt Check Type B
Church Entrance (Paved>II2
Silt Check Type B
Church Sign
3%
65
I%
2%
Silt Bosin Type B 2'x2'x4'
Silt Check Type A
40' x IS' CMP
Drop Inlet ~
Brick Column
With Fence ~
'v
m
v
+-
0
J
_C
Y
L
d
L
U
L
7
U
21
9~
T
Paved Drive
120+00
~I
Silt Check Type B
41
Silt Check Type B
3
~ Silt Basin
Type B 2'x2'x4'
Silt Check Type A

~~f 30' x 18' CMP

Torheel Drive (Paved)
Drop Inlet
Silt Check Type A
Silt Bosin Type B 2'xl'x2'

I Paved Drive
Paved Drive
SR 1793 Page 25
66
64

fi
69
4%
3%
Silt Check Type A
Silt Basin Type B 2'x2'x4'
A 12
Silt Check Type B
Silt Check Type B
12
Silt Check Type B
Silt Check Type 6
9
Silt Check Type B
Silt Check Type B
8
Silt Check Type B
112171
67
3%
Silt Check Type B Y
8
19
Silt Check Type B
I ~ Silt Check Type B
91
Silt Check Type B
SR 1793 Page 26
68
66
125+00

6%
69
Silt Basin Type B 2'x3'x6'
Silt Check Type A ~
6%
70' x 42' CMP
Replace with 80'x42' CMP
~.~=
.C-~~___ Ji ~•
4%
l_
SR 1793 Page 27
13
4
3
2
I' Stream from Springhead
Silt ~asin Type B 2'x3'x6'
Silt ChecK Type A
919
SRI790 (Paved) II
McMurray Roodll
40' x 24' HDPE
Silt Check Type A
Silt Basin Type B 2'x2'x4'
130+00
7a
68

fi
3%
69
3%
6%
69
6%
i
y
v
L
N
Gravel Drive
. ~~
.^~
~ o~ ~
~~~
.ova
,..
~,
. ,.
Gravel Drive
is
17
I OI 9

i~
SR 1793 Page 28
70
135+00

~,
3%
70
Field Entrance (Grass)
O
41
69
Fellowship Hall Entrance
(GraveU
U~' 40 x 15' CMP
2~
Church Entrance (Paved)
22~-
3%

~,

18
-~--
t
140-
9~
IlChurch Entrance (Paved)
U~ 30' x 15' CMP
®II wf #H ~®va~F
8
-00
SH 1793 Page 29
70
71
71
to

fi
y
arc I i~3 rage SO
66
2%
.~
4%
70

3%
A

9
SR1791 Ballenger Rd(Paved)
i~
ai i
r
Silt Basin Type B 2'x2'x4'
Silt Check Type A
Silt Check Type A
Silt Basin Type B 2'x3'x6'

i~
1 4 7 Silt Basin Type B 2'x2'x4'
9 a Silt Check Type A
30' x 24' CMP
'~~ i
Silt Check Type A
Silt Basin Type B 2'x3'x6'
9
bi
~ 11. I ~
145+00
70

9 9 5H IfyS Page 31
r
3%
Silt Check Type B
72
2%
70
Silt Basin Type B 2'x2'x4'
Silt Check Type A

40' x 24' CMP
Silt Check Type A
Silt Basin Type B 2'x2'x4'
IlBreezy Acres Ln (Gravel)
I h' 30' x IS' CMP
2%
Siit Check Type B
Silt Basin Type 8 2'x2'x4'
Silt Check Type A

Silt Check Type A
5 3 Sift Basin Type B 2'x2'x4'
10
Silt Check Type B
'41
A Silt Check Type 8
91
-l-
Silt Check Type B
150+00
Silt Check Type B
66

~ y brc I r 7a rage 3~
• ~ Silt Check Type B ~ Silt Check Type B
9%
3%
GrovelDrive
~t20' x 18' CMP
Silt Check Type 8 A ~ Silt Check Type B
159
Silt Check Type B
73
7a
3%
Silt Check type B
Silt Check Type B
ATE~T Manhole
Silt Check Type B
GrovelDrive
15 8 25' x 18' CMP
Silt Check Type B
I ~I ~ I ~ Silt Check Type B
~ AT&T
Substation
II (GrcveD-
lI R_~ x=
..~,.~„90' x IS' CMP
89
LrJ
Silt Check Type B
Field Entronce (Gross)
Silt Check Type B
ISS+00
72

SR 1793 Page 33

SR 1006 Howard Gao
CI IU u ~ rr V JeG I- IbL*LS]
Silt
Silt Basin Type B
Check Type A 2'xi'x2'

~~
Silt
Silt Check Type A
Basin Type B
2'x2'x4'

70
Silt Check Type B
~~ Gravel Drive
r 30' x 18' CMP
SR 1046 Howard (;nn
r=n~ ur rro~ecT IbL+tiS
Silt Basin Type B 2'xl'x2'
Silt Check Type A
40' x 18' CMP
Silt Check Type A
Silt Basin Type B 2'x2'x4'
73
Silt Check Type B
160+00

PIPE DATA SR 1793 Trac Grove Road Pa e 1 of 3
County:
Henderson WORK ORDER: 140.045068 Tem
~ P)
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
0+25 12'x12' 4 Barrel Concrete Culvert; Live Water, l0'
Stream
3+80 25'x15"RCP Drivewa Pi e
4+49 8'x15" CMP Pipe in Ditch (walkway?)
5+00 45'x18" CMP Crosspipe
9+32 40'x18" HDPE Crosspipe
11+32 40'x24" HDPE Crosspipe
13+59 40'x18" HDPE Crosspipe
13+74 25'x15" RCP Driveway Pipe Boyd Hill Drive
19+14 30'x15"CMP Driveway Pipe Boyd Hill Drive
20+10 45'x15" RCP Driveway Pipe '
20+64 5'x15" RCP Pipe in Ditch (walkway?)
20+76 40'x24" HDPE Crosspipe
21+00 30'x15" RCP Driveway Pipe
21+45 20'x15" RCP Driveway Pipe
26+56 40'x18" CMP Crosspipe
26+99 75'x18" CMP Driveway Pipe w/Drop Inlet
29+83 70'x15" CHIP Driveway Pipe
35+30 Realignment 120'x54" CMP Propose Crosspipe with underdrains
36+17 40'x18" HDPE Crosspipe
37+28 50'x12" CMP Driveway Pipe Forest Lawn
39+50 8'x15" RCP Pipe in Ditch (walkway?)/15" RCP Stub
39+58 35'X18" HDPE Crosspipe
42+00 40'x15" 1-IDPE Driveway Pipe
42+30 40'x18" HDPE Crosspipe
43+22 40'X18"RCP Driveway Pipe
46+41 50'x18" CMP Driveway Pipe Duncan Road
46+70 50'x24" CMP Crosspipe
51+55 20'x15" CMP Driveway Pipe
53+68 20'x15" CMP Driveway Pipe.
54+45 30'x15" CMP Driveway Pipe
57+88 40'x24" t-IDPE Crosspipe

PIPE DATA SR 1793 Trac Grove Road Pa e 2 of 3
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
60+49 45'X48" CIV1P Driveway Pi e
61+96 40'x18" t-IDPE Drivewa Pi e Trac Ridge Drive
63+65 5'x24" C1v1P Pipe in Ditch (Walkway?)
63+86 40'x24" CMP Crosspipe
64+19 30'x18" CMP Driveway Pipe
64+66 50'x15" CMP Driveway Pipe Town View Court
65+41 55'x18" CMP Driveway Pipe McCall Street
65+65 22'x15" CMP Grass Driveway
66+38 20'x15"CMP Grass Driveway
66+54 45'x15"RCP Driveway Pipe
67+g0 30'x15" RCP Driveway Pipe
74+71 25'x18" CMP Driveway Pipe
75+71 10'x15" CMP Pipe in Ditch (Walkway?)
78+12 45'x30" CMP 50'x36" CMP Crosspipe; Live Water, 1' Stream
80+14 45'x12" CMP Driveway Pipe Pat's Place
83+10 60'x18" CMP Driveway (Business)
83+93 40'x42" CMP 50'x48" CMP Crosspipe; Live Water, 2' Stream
84+30 40'x15" CMP Driveway (Business)
85+54 40'x15" CMP Driveway (Business)
87+08 25'x15" CMP Driveway Pipe Commerce Park
96+15 120'x72" CMP Crosspipe w/Concrete Headwalls; Live
Water, 5' Stream
99+24 30'x15" CMP Driveway Pipe
99+82 20'x15" CMP Driveway Pipe
101+60 2o'xts" CMP Driveway Pipe
101+88 35'x12" Driveway Pipe Justus Acres -Terra Cotta
103+35 40'x24" CMP 50'x30" CMP Replace Crosspipe
103+66 20'x15" CHIP Grass Driveway
104+Og 25'x15" CMP Grass Driveway
104+43 30'x15" t-IDPE Driveway Pipe
110+23 155'x15" CMP Driveway Pipe(3)w/2 6" Round Drop Inlets
(covers 3 driveways)

PIPE DATA SR 1793 Trac Grove Road Pa e 3 of 3
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
113+35 30'x24" CMP Cross ipe
115+12-117+00 170'x24" CMP 170'x30" CMP Re lace outfall i e from Dro Inlet
115+11 35'x18" CMP 40'x24" CMP Cross ipe
117+00 60'x24" CMP 60'x30" CMP Crosspipe w/Drop Inlet on Left; Live Water,
1' Stream Outfall from Pond
119+48 30'x15" CMP Driveway
122+53 30'x18" CMP Driveway Tarheel Drive
122+54 40'x18" CMP Crosspipe
124+82 40'x15" CMP Driveway Moot Point Lane
130+86 70'x42" C1v1P 80'x42" CMP Crosspipe; Extend 10' w/potential headwall;
Live Water, l' Stream from S rin head
140+75 30'x15" CMP Driveway
141+94 ~ 22'x15" RCP Driveway
142+88 40'x15" CMP Driveway
146+75 30'x24" CMP Crosspipe
152+34 30'x15" CMP Driveway Breezy Acres Lane
153+24 40'x24" CMP Crosspipe
156+64 40'x15" CMP Driveway AT&T Access
158+15 25'x18" CMP Driveway
159+47 20'x18" C1v1P Driveway
160+63 20'x18" CMP Driveway
162+24 40'x18" CMP Crosspipe
162+70 30'x18" CMP Driveway

UTILITY DATA
Project: SR 1793 Tracy Grove Road
County: Henderson
Owner: Hendersonville Water & Sewer/PSNC Gas

Station
Pole
Number Disk From
Center Present
Road Dist From

Center Project Disk Center
Project After
Moving

Remarks
Lt. Rt. Lk Rk Lt Rk
3+45 11' Sanitary Sewer Manhole
5+00 8' Sanitary Sewer Manhole
S+OS 11' Water Meter
5+31 21' Water Valve
6+10 18' Hydrant
6+30 17' Water Meter
6+58 20' Water Meter
6+61 22' Water Valve
9+44 24' Water Valve
15+44 20' Water Meter
15+46 20' Water Meter
17+25 18' - Water Meter
19+28 24' Water Meter
19+29 24' Water Meter
19+55 18' Hydrant
94+90 30' Gas Valves

TRACY GROVE PROPERTY OWNERS
SINCLAIR, JUANITA THOMPSON
225 DANA RD
HENDERSONVILLE, NC 28792
9579323127
00006EIOOll3 1
BOYD, JOHN L; BOYD, ANN H
98 BOYD HILL DR
HENDERSONVILLE, NC 28792
9579224474 & 9579305807 & 9579315004
000-{93/00223 2
WAGNER, CARROLL MONROE;
WAGNER, CAROLYN H
402 DANA RD
HENDERSONVILLE, NC 28792
9579317445
000723/00487 3
SCHACHTE, EVELYN P; PATE, LISA;
MCKIl~IMON, LAURA P; PATE, ELIZABETH M;
SELLARS, ANNETTE P; RODGERS, MARCIA P
784 DII,LS BLUFF RD
CHARLESTON, SC 29412
9579225243
00039/00347 4
SINCLAIR, M K JR
225 DANA RD
HENDERSONVILLE, NC 28792
9579226106
0003~9/006~3 5
OLDE GATE LLC
1680 SUGARLOAF RD
HENDERSONVILLE, NC 28792
9579226077
001227/00132 6
LONDON, ROBERT CARROLL
208 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9579217976
0(1060/00611 7
CAPPS, JOHN D
212 TRACY GROVE RD
HENDERSONVII,LE, NC 28792
9579218835
000>j7/00776 8
BRIGGS, GARY F; BRIGGS, ANNETTE E
214 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9579218774
(k)1099%O0~ l 2 9
PACE, JACOB MATTHEW
218 TRACY GROVE RD
HENDERSONViLLE, NC 28792
9579219653
001 32 3/00130 10
PHILLIPS, JESSE B; PHILLIPS,
KATHRYN GUFFEY
230 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9579310581
00079/00043 11
THOMAS, MARGARET S TRUSTEE;
ROYCE P THOMAS TRUST; THOMAS
MARGARET S; THOMAS, CHARLES W
832 4~ AVE W
HENDERSONVII.,LE, NC 28739
9578395229
000970/00771 12
RUFF, DONALD R
320 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9579312142
00079S/00837 13
BOYD, SUE WILLIAMS
SUE BOYD ANDERS
25 BOYD HILL DR
HENDERSONVILLE, NC 28792
9579314250
000622/00969 14
ANDERS, SUE WILLIAMS BOYD
25 BOYD HILL DR
HENDERSONVILLE, NC 28792
9579315134
OOOSI~/0011 15
RHODES, SHIRLEY DODSON;
RHODES, GARY CLYDE
436 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9579307861
00126 ;/000.19 16
NELSON, DIXIE L
438 ZRACY GROVE RD
HENDERSONVILLE, NC 28792
9579308651
t1r10-1;5/OO~o; 17

WEST, J C JR & WIFE
444 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9579400580
009999/09999 18
MCCHRISTIAN, ANN T TRUSTEE
524 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9579404329
001099/00088 19
JOHNSON, ALLEN B SR
JOHNSON, ALLEN B JR
611 DANA RD
HENDERSONVILLE, NC 28792
9579501572
001:-1/00768 20
MAC EASLER FORD INC
601 DUNCAN HILL RD
HENDERSONVILLE, NC 28792
9579408268
001269/00694 21
FOREST LAWN MORTUARY INC
538 TRACY GROVE RD
HENDERSONVII,LE, NC 28792
9578489754
0(11073/00433 22
HENDERSON, CAROLYN ELIZABETH DUNCAN
703 TRACY GROVE RD
FLAT ROCK, NC 28731
9578595924 & 9579604469
OOll72/00190 23
RUFF, ENOCH FRANKLIN; RUFF, SUE PITMAN
550 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9578592548 & 9578593231
OOOfi12/00543 24
RUFF, JANET
540 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9578594558
OOOfil2/00549 25
HENDERSON, ELIZABETH G
543 TRACY GROVE RD
HENDERSONVILLE, NC 28792
9578597680
UciI333/00576 2<
MCMINN, STEVEN P; MCMINN, SHAWNEE H
337 GRANDKIDS HAVEN LN
FLAT ROCK, NC 28731
9578597228
urilii~~),IOO:)20 27
DUNCAN, STANLEY C; DUNCAN, TERESA F
551 TRACY GROVE Rl~
FLAT ROCK, NC 28731
9578598488 & 9578599666
000622/00245 28
STATON, MARK G; STATON, ANGELA S
1337 GREEN RIVER RD
ZIRCONIA, NC 28790
9578690230
0009 I 1 /00803 29
DUNCAN, RAYMOND; DUNCAN, LOUISE
C/O STANLEY DUNCAN
551 TRACY GROVE RD
FLAT ROCK, NC 28731
9578691611
ci0001 A/01961 30
GARREN, CO
577 TRACY GROVE RD
FLAT ROCK, NC 28731
9578694836
000271100185 31
E A HENDERSON LAND COMPANY LLC
4680 HOWARD GAP RD
HENDERSONVII.LE, NC 28792
9578684425
UO124f>/00460 32
ROSS, GENE I C/O SANDRA MCCALL
489 OLD POLE BRIDGE RD
HORSE SHOE, NC 28742
9578697377
000512/00618 33
FAIRCLOTH, DOROTHY M
3 94 PANOLA RD
ELLENWOOD, GA 30294
9578699053
000670/00521 3.1
KBURG, HELEN PARRIS
26 MONTROSE ST
FLAT ROCK, NC 28731
957868987
0U 1 328/00 10-1 35
RYAN, KAREN ANNETTE
28 MONTROSE ST
FLAT ROCK, NC 28731
9578780777
of J 1335/00498 36
FAUVER, SUSAN DL4NNE;
FAUVER, JACK DUANE
108 TRACY RIDGE DR
FLAT ROCK, NC 28731
9578782978
(i0 1 1 25/0030 I 37

FOXIIUNT INVESTIv11;'NT'S LLC
PO BOX 1411
ARDEN, NC 28704
9578782616
001190/00395 38
CARROLL, LARRY V; CARROLL, KATHRYN D
983 E NEW HOPE RD
FLAT ROCK, NC 28731
9578795004
000797/00335 39
PERRY, DAVID G; PERRY, GLORIA H
21 ENCHANTED LN
FLETCHER, NC 28732
9578783564 & 9578783475
001282/00229 40
IDAG LLC
PO BOX 5186
HENDERSONVILLE, NC 28793
9578782261
001236100239 41
HENDERSON, DANIEL R;
HENDERSON, CAROLYN E
703 TRACY GROVE RD
FLAT ROCK, NC 28731
9578786951 & 9578883928 & 9578971814 & 9578475515
000865/00615 42
NORMAN, SAMMY MENFORD
662 TRACY GROVE RD
FLAT ROCK, NC 28731
9578785244
000627/00757 43
HENDERSON, ROBERT N;
HENDERSON, KIl~IBERLY M
670 TRACY GROVE RD
FLAT ROCK, NC 28731
9578787031
000968/00723 44
HENDERSON, LARRY D;
HENDERSON, VICTORIA R
673 TRACY GROVE RD
FLAT ROCK, NC 28731
9578880292
O01 1-! 1 /00622 45
SHUMOLIS, LUCILLE HENDERSON
65SCOTTDALE RD
CANTON, NC 28716
9578871618
000519/00-153 46
ORR, O G
100 PATS PL
HENDERSONVILLE, NC 28792
9578872204
00051000-115 47
NEWPOINIE INCORPORATED
PO BOX 2388
HENDERSONVILLE, NC 28793
9578875430
001262/00668 48
TRACY GROVE BUSINESS CENTER LLC
1584 AIRPORT RD
HENDERSONVILLE, NC 28792
9578877144 & 9578879183
Died E3ook ~ Page N/A 49
GITTLEMAN, JOSEPH TRUSTEE
175 TRANQUILITY PL
HENDERSONVILLE, NC 28739
9578973312
000790/000;7 50
HILL, MARTHA ANN
NEWMAN, BERNICE C
PO BOX 14
EAST FLAT ROCK, NC 28726
9578988008
000772/00635 51
BOTNICK, PHILLIP; BOTNICK, ANN
818 TRACY GROVE RD
FLAT ROCK, NC 28731
9588072064
000753/00(129 52
NEWMAN, CLYDE CURTIS JR
821 TRACY GROVE RD
FLAT ROCK, NC 28731
9588070871 &9588075727
0009-12/00009 ~3
CLOUSE, CLINTON R; CLOUSE, BONNIE LYNN
824 TRACY GROVE RD
FLAT ROCK, NC 28731
9588075099
(i011 ~16/00701 54.
LAPPIN, W DALE & JULIA
20 JiJSTUS ACRES LN
FLAT ROCK, NC 28731
9588160921
0003-16/00503 55
DORN, DENNIS J; DORN, CYN'I3-IIA S
847 TRACY GROVE RD
FLAT ROCK, NC 28731
9588172849 & 9588171410
001125/00-160 56
FREEMAN, REX B JR
893 TRACY GROVE RD
FLAT ROCK, NC 28731
9588175920 & 9588271736
000n-}F:/001r,9 ;7

ANDERS, CLIFTON ROGER
PO BOX 141
FLAT ROCK, NC 28731
9588173024 & 9588164912
001076/00363 58
HOOTS, HARRY L JR
861 TRACY GROVE RD
FIAT ROCK, NC 28731
9588174374
ODU~71/00359 59
WARD, WENDELL E TRUSTEE
864 TRACY GROVE RD
FLAT ROCK, NC 28731
9588175081
001265/00442 (>0
BIVENS, ROBERT GLENN; BIVENS, LISA W
875 TRACY GROVE RD
FLAT ROCK, NC 28731
9588167928
000874/00595 61
COLEMAN, SHIRLEY J
876 TRACY GROVE RD
FLAT ROCK, NC 28731
9588169916
0009.1./00197 62
WHITI'ED, CYNTHIA
878 TRACY GROVE RD
FLAT ROCK, NC 28731
9588262804
OOOS39/00681 63
BIRCHFIELD, FRANK JR
PO BOX 2252
HENDERSONVILLE, NC 28793
9588265833
001055/00046 b4
BETHEL WESLEYAN CHURCH/TRUSTEES OF
909 TRACY GROVE RD
FLAT ROCK, NC 28731
9588277243
OOO~l78/00358 CS
MCKAY, WILLIAM JR; MCKAY, VERONICA S;
1055 MCMIJRRAY RD
FLAT ROCK, NC 28731
9588268885 & 9588564297
00 1 1 2=1/00697 GG
SMYTH, THOMAS LEBBY;
SMYTH, KATHRYN SCHAMP
30 MOOT POINT LN
FLAT ROCK, NC 28731
9588372144
OI)10~)-1/0075 G7
MCKAY, WILLIAM
600 CAROLINA VILLAGE RD UNIT 298
HENDERSONVILLE, NC 28792
9588353238
000801/00741 68
MCKAY, JANE POLIN TRUSTEE
MCKAY, LAURENCE H;
971 TRACY GROVE RD
FLAT ROCK, NC 28731
9588377294 & 9588472715
001142/00721 69
MCKAY, ANN B
PO BOX 1291
MONTREAT, NC 28757
9588566904 & 9588461293
000792/U0785 70
TRACY GROVE BAPTIST CHURCH
988 TRACY GROVE RD
FLAT ROCK, NC 28731
9588465546 & 9588467634
000531/0057 71
ISRAEL, BENJAMIN JOSEPH;
ISRAEL, HAZEL MARINE OGLE
80 BREEZY ACRES LN
FLAT ROCK, NC 28731
9588569258
UOOSLD/02622 72
FRAZIER, MARGE LEE CASE
1060 TRACY GROVE RD
FLAT ROCK, NC 28731
9588655752
000283/00313 73

POLE DATA
Project: SR 1793 Tracy Grove Road
County: Henderson
Owner: Duke Power/AT&T/Mediacom

tation

ole
Number Dist. From

Center Present
Road
Disk From

Center Project Disk Center

Pro ect After
~
Moving

Page 1 of 6

Lt.
Rk
Lt.
Rt.
Lk
Rk Remarks
4+12 21' Joint-Use Pole
S+3S 16' AT&T Manhole
7+48 19' AT&T Manhole
8+16 17' AT&T Manhole
10+71 21' Joint-Use Pole
10+73 17' AT&T Manhole
11+14 23' Fiber Optic Marker
12+77 18' Fiber Optic Marker
12+79 12' AT&T Manhole
15+82 2S' Joint-Use Pole
15+87 17' Fiber Optic Marker
18+98 21' Fiber Optic Marker
19+49 12' AT&T Manhole
22+58 16' Fiber Optic Marker
ZS+30 22' Fiber Optic Marker
28+25 19' Telephone Pole
30+26 1S' Fiber Optic Marker
30+27 1S' Joint-Use Pole
30+29 1 S' Drop Power Pole
32+41 17' Fiber Optic Marker
32+73 27' Joint-Use Pole
3S+S8 12' AT&T Manhole
39+58 19' Fiber Optic Marker

Station
Pote

Number Dist. From
Center Present
Road Dist From

Center Project Dist. Center
Project After

Moving
Page 2 of 6

Lt
Rt
Lt
Rt.
Lt.
Rt. Remarks
41+64 19' Fiber Optic Marker
41+80 27' Joint-Use Pole
43+69 18' Fiber Optic Marker
44+56 17' Joint-Use Pole
45+59 18' Guy Wire
45+77 17' Ped
46+27 20' Guy Wire
47+08 16' Fiber Optic Marker
47+10 16' ~ Joint-Use Pole
47+11 16' Ped
47+12 16' Unused Pole
47+42 11' AT&T Manhole
48+29 15' Unused Pole
48+34 15' Joint-Use Pole
49+45 25' Joint-Use Pole
49+56 16' Unused Pole
49+58 17' Joint-Use Pole
50+84 17' Unused Pole
50+86 17' Joint-Use Pole
51+48 16' Fiber Optic Marker
51+51 10' AT&T Manhole
52+17 17' Unused Pole
52+19 17' Joint-Use Pole
53+46 17' Joint-Use Pole
54+50 17' Ped
54+90 17' Unused Pole
54+93 17' Joint-Use Pole
56+33 17' Joint-Use Pole
57+25 17' Joint-Use Pole
57+26 17' Ped

Station
Pole

Number Disk From
Center Present
Road Disk From

Center Project Disk Center
Project After

Moving
Page 3 of 6

Lt.
Rt.
Lk
Rk
Lk
Rk Remarks
60+14 20' Joint-Use Pole
60+$7 12' AT&T Manhole
62+87 12' Fiber Optic Marker
62+87 14' Ped
62+88 23' Joint-Use Pole
62+88 19' Joint-Use Pole
62+88 20' Ped
63+10 23' Guy Wire
64+32 19' Joint-Use Pole
64+30 22' Joint-Use Pole
64+33 25' Ped
65+28 14' Joint-Use Pole w/Fiber Optic
65+29 16' Ped
65+50 14' Ped
66+86 18' Guy Pole
66+86 16' Joint-Use Pole
66+89 16' Fiber Optic Marker
67+27 15' Joint-Use Pole
67+46 12' AT&T Manhole
68+08 20' Ped
68+24 17' ~ Joint-Use Pole
68+26 17' Joint-Use Pole
68+50 17' Ped
70+54 15' Ped
70+55 15' Joint-Use Pole
70+56 15' Ped
70+75 16' Joint-Use Pole
70+82 15' Joint-Use Pole
72+39 15' Joint-Use Pole
72+52 15' Guy Wire

Station
Pole

Number Dist: From
Center Present
Road Dist. From

Center Project Dist. Center
Project After

Moving
Page 4 of 6

Lt.
Rt.
Lt.
Rt.
Lt.
Rk Remarks
72+56 15' Fiber Optic Marker
74+43 ZO' Unused Pole
74+48 20' Joint-Use Pole
76+33 16' Ped
76+41 20' Joint-Use Pole
79+10 17' Joint-Use Pole
80+60 12' Joint-Use Pole
80+61 15' Ped
80+92 20' Joint-Use Pole
81+15 24' Ped
82+67 12' AT&T Manhole
82+67 19' Fiber Optic Marker
83+49 23' Joint-Use Pole
83+93 20' Fiber Optic Marker
87+86 13' AT&T Manhole
87+86 25' Fiber Optic Marker
93+76 16' Drop Power Pole
95+20 18' Joint-Use Pole
100+47 22' Joint-Use Pole
101+73 15' Ped
102+30 12' Ped
102+30 13' Joint-Use Pole
103+77 17' Ped
104+29 15' Joint-Use Pole
106+21 15' Joint-Use Pole
107+13 18' Ped
107+48 15' Ped
107+51 15' Joint-Use Pole
109+58 15' Joint-Use Pole
109+59 15' Ped

tation

Pole
Number Disk From

Center Present
Road
Dist From

Center Project Dist Center

Project After
Moving
p e 5 of 6
~

Lt.
Rk
Lk
Rt.
Lk
Rt Remarks
110+02 18' Guy Wire
111+10 15' Joint-Use Pole
112+90 15' Joint-Use Pole
113+36 17' Ped
113+36 18' Joint-Use Pole
114+57 15' Joint-Use Pole
116+18 15' Joint-Use Pole
118+64 15' Ped
118+65 15' Joint-Use Pole
118+66 15' Ped
120+64 15' Ped
120+65 15' Ped
120+66 15' Joint-Use Pole
122+32 15' Joint-Use Pole
124+27 15' Joint-Use Pole
124+70 25' Ped
126+21 15' Ped
126+22 1 S' Joint-Use Pole
126+40 15' Guy Wire
126+43 15' Guy Wire
128+15 15' Joint-Use Pole
129+95 15' Joint-Use Pole
131+75 15' Joint-Use Pole
133+51 15' Joint-Use Pole
13 5+44 15' Joint-Use Pole
137+50 15' Joint-Use Pole
138+OS 16' Ped
138+80 16' Ped
13 8+81 15' Joint-Use Pole
138+82 16' Ped

tation

Pole
Number Dist From

Center Present
Road
Disk From

Center Project Dist Center

Project After
Movin
g

Page 6 of 6

Lk
Rk
Lt
Rk
Lt.
Rk Remarks
140+44 15' Joint-Use Pole
141+91 15' Joint-Use Pole
142+12 18' Power Pole
143+54 15' Ped
143+57 15' Joint-Use Pole
145+91 15' Joint-Use Pole
148+16 15' Ped
148+46 15' Joint-Use Pole
148+46 16' Ped
148+88 15' Fiber Optic Marker
150+68 15' Joint-Use Pole
153+24 15' Joint-Use Pole
155+75 15' Ped
155+7g 15' Joint-Use Pole
155+79 15' Ped
156+45 15' Fiber Optic Marker
157+58
~ 15' Joint-Use Pole
159+55 20' Power Pole
159+58 15' Ped
159+58 17' Joint-Use Pole
162+16 16' Joint-Use Pole

HENDERSON COUNTY VICINITY MAP - SR1793

HENDERSON COUNTY TOPO MAP - SR 1793 TRACY GROVE ROAD

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