20061506 Ver 1_Complete File_20061018

O?O? W AT ?9QG
'(D?
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p Ta r-`-,yam Alan W. Klimek, P.E. Director
Division of Water Quality
October 18, 2006
Henderson County
DWQ Project No. 061506
NCSR 1100 (Gap Creek Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. B. Setzer, P.E.
Division Engineer
N C Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
Dear Mr. Setzer:
You have our approval, in accordance with the attached conditions and those listed below, for the following impacts for
the purpose of making improvements to NCSR 1100, Gap Creek Road in Henderson County:
Stream Impacts in the Broad River Basin
Site Permanent Fill in Temporary Fill in Permanent Fill in Temporary Fill in Total Stream Stream
Intermittent Intermittent Stream Perennial Stream Perennial Stream Impact Impacts
Stream (linear ft) (linear ft) (linear ft) (linear ft) (linear ft) Requiring
Mitigation
linear ft
Site 1 135 ft. Streambank 135 ft.
Stabilization Streambank
Stabilization
Site 2 10 10
Site 3 10 10
Site 4 25 25
Total 180 180
Total Stream Impact for Project: 180 linear feet.
The project should be constructed in accordance with your application dated September 14, 2006 (received September
18, 2006), including the environmental commitments made in the application letter. After reviewing your application,
we have decided that these impacts are covered by General Water Quality Certification Nos. 3495 and 3404. This
Certification corresponds to Nationwide Permit Numbers 13 and 14 issued by the U.S. Army Corps of Engineers. In
addition, you should acquire any other federal, state or local permits before you proceed with your project including (but
not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval
will expire with the accompanying 404 Permit.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ and submit a new application. If the property is sold, the new owner
must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the
conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now
or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 211.0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below. N?o ?` tCarolina
JVatimally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet =v.ncwaterquality.org FAX [phone]
An Equal Cpportunity/Affirmative AGion Employer
Mr. J. B. Setzer, P.E.
October 18, 2006
Page Two
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. There shall be no excavation from or waste disposal into, jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites be located in wetlands or streams,
compensatory mitigation will be required since that is a direct impact from road construction activities.
3. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored upon completion of the project.
4. Placement of culverts and other structures in waters, streams and wetlands, shall be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48-inches, and 20 percent of the culvert diameter
for culverts having a diameter less than 48-inches, to allow low flow passage of water and aquatic life. Design and
placement of culverts and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands, streambeds or banks, adjacent to, or upstream and down
stream of the above structures. The applicant is required to provide evidence that equilibrium is being maintained, if
requested in writing by DWQ. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction, please contact the NC DWQ for guidance on how to proceed and to determine
whether or not a permit modification will be required.
5. Adequate sedimentation and erosion control measures must be installed and maintained on the project site to
minimize sediment transport to downstream aquatic resources. Temporary cover (wheat, millet or similar annual
grain) or permanent herbaceous cover should be planted on all bare soil within fifteen (15) days of ground disturbing
activities to provide long-term erosion control. Erosion control mating should be used in conjunction with
appropriate seeding on disturbed soils in steep slope and riparian areas. Matting should be secured in place with
staples or wherever possible, live stakes of native trees. Straw mulch and tall fescue should not be used in riparian
areas.
6. In-stream work and land disturbance within the 25-foot buffer zone are prohibited during the trout-spawning season
of January 1 through April 15 to protect the egg and fry stages of trout form off-site sedimentation during
construction of the roadway.
7. For projects impacting waters classified by the NC Environmental Management Commission as Trout (Tr), High
Quality Waters (HQW) or Water Supply I or II (WS-I, WS-II), stormwater shall be directed to vegetated buffer
areas, grass-lined ditches or other means appropriate to the site for the purpose of pre-treating stormwater runoff
prior to discharging directly into streams. Mowing of existing vegetated buffer areas is strongly discouraged.
8. The dimension, pattern and profile of the stream, above and below the crossing, should not be modified. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
9. Native riparian vegetation (e.g. rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and
red maple) must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
10. Any riprap placed for bank stabilization should be limited to the streambank below the high water mark, and
vegetation should be used for stabilization above the high water elevation. Riprap should not be place in the active
thalweg channel or placed in the streambed in such a manner that precludes aquatic life passage. Bioengineering
limildf-m nr ctnirhire-, chnnld hn nrnnerly resumed cited 'Ind installed
Mr. J. B. Setzer, P.E.
October 18, 2006
Page Three
11. Heavy equipment should be operated from the banks rather tharr in the stream channels in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
12. All mechanized equipment operated near surface waters must be regularly inspected daily and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
13. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life
movement.
14. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures should be used to prevent excavation in flowing water.
15. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters
is prohibited.
16. If concrete is used during construction (e.g., headwalls), a dry work area should be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be
discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
17. No rock, sand or other materials shall be dredged from the stream channel, except where authorized by this
certification.
18. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the Water
Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the
on-site project manager.
19. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any
other appropriate requirements of State or Federal law. If DWQ determines that such standards or laws are not being
met (including failure to sustain a designated achieved use) or that State of Federal law if being violated, or that
further conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
20. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with the bank stabilization work.
21. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S. or
protected riparian buffers.
22. Upon completion of the project, the NCDOT Division Engineer, shall complete and return the enclosed "Certificate
of Completion Form" to notify NCDWQ when all work included in the §401 Certification has been completed. This
form shall be returned to the Transportation Permitting Unit of the NC Division of Water Quality, 2321 Crabtree
Blvd., Suite 250, Raleigh, North Carolina 27604.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
Alan Klimek, P.E., Director
Division of Water Quality
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
David Baker, USACE Asheville Field Office
Transportation Permitting Unit
A 4*1-- T_-?---- A_L ___11? n_.-.---t
Staff Report
Project Num: 20061506 Version: 1 Status: Received
Name: NCDOT- SR 1100 Project Type: Road maintenance/repair/improvements
County: Henderson Region: Asheville
Location: Terry Creek and UT at N.C Elks Camp Tuxedo
Latitude: +35°10'51" Longitude: -82°26'03"
SW Plan Location:
Owner: NC DOT Division 11
Contact Person: Tippett, Lyndo
Inspection Date: 10/09/2006
Reason for Inspection: Routine
On-Site Representative(s):
Primary Inspector: Michael R Parker
Secondary Inspector(s):
Title: Phone:
Entry Time: 01:15 PM Exit Time: 01:45 PM
Inspection Type: Staff Report
Phone: [phone]
Question Areas:
E Site Visit
Inspection Summary:
NCDOT is proposing to grade, widen and pave NCSR 1100 (Gap Creek Road) in Henderson County. Proposed impacts are to three
(3) unnamed tributaries to Terry Creek with 45 linear feet of pipe extension and 135 linear feet of gabion baskets for stream bank
stabilization.
It is recommended that WQ Certification Nos. 3495 and 3404 be issued.
The 401 Certificatin was issued on October 18. 2006.
Page: 1
Project Num: 20061506 Owner: NC DOT Division 11
Inspection Date: 10/09/2006 Inspection Type: Staff Report
Reason for Visit: Routine
Site Visit Yes No NA NE
Do impacts described in the application differ those seen in the field? ? ¦ ? ?
If yes, please describe differences:
Are the Intermittent/Perennial calls different in the application? ? ¦ ? ?
If yes, please describe differences, and how mitigation ratios are affected:
Are there additional impacts not described in the application? ? ¦ ? ?
If yes, please describe and quantify:
Were the impacts in place prior to the application for the 401 Certification? ? ¦ ? ?
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification? ? ¦ ? ?
Are there additional stromwater conditions that should be required due to the following classifications: ? ¦ ? ?
# 303(d)list, Class WS, NSW, ORW, HQW
Describe:
Is this a subdivision or otherwise part of a larger project? ? ? ¦ ?
# If yes, what phase is this?
Are there prior impacts from prior phases? ? ? ¦ ?
If yes, what are the cumulative imacts for this project?
Possible secondary impacts noted:
Comment:
Page: 2
N %4
}ye,,. STATE o
N ? M
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
September 14, 2006
Mr. David Baker, NCDOT Regulatory Project Manager 008
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Nationwide 13/14 Permit Application
SR 1100, Gap Creek Road
Henderson County
State Project # 14C.045068 (DWQ Minor Permit Fee $200.00)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade,
drain and pave SR 1100, Gap Creek Road, in Henderson County. This proposal entails
r widening and paving the existing gravel road to a standard 20-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 2006-07 paving
season. Gap Creek Road is a secondary gravel road, which conveys only local traffic.
I am enclosing a PCN, 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 as well as a marked county and USGS
quad map.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records for threatened or endangered species for the
unnamed tributaries of Terry Creek. There are no records of threatened or endangered
species for the entire Terry Creek watershed. The UT to Terry Creek is small (<2 feet
wide) and does not have sufficient flow to support mussels and is not likely to support fish.
The impacts from the culvert replacements will be minimal. For these reasons, we believe
there will be "no effect" on 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.
I !
Mr. David Baker
Page 2 - SR 1100, Henderson County
September 14, 2006
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all sedimentation control
measures during installation to ensure sedimentation is being 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 will remain in place until the new pipe is in place.
Impacts to Waters of the United States
The unnamed tributaries to Terry Creek are not shown on USGS topographic maps. The
streams are small but appear to have perennial flow. The channels are well defined and
are composed of sand and gravel. The channels lack vegetation. For these reasons, we
believe that the streams are under the jurisdiction of the U.S. Army Corps of Engineers. In
order to replace these culverts and install gabions, it will be necessary to impact waters of
the United States in the Broad River Basin. NCDOT is requesting to replace/extend three
metal culverts and install 135 feet of gabion baskets for stabilization beside an unnamed
tributary to Terry Creek (DWQ Class B, Tr). Listed below is a summary of the proposed
impacts.
Site No. Existing Condition Proposed Condition Net Impacts
Station
Site 1 Streambank 135' gabion baskets 135'
8+25 to 9+60 destabilized
Site 2 30'x 36" CMP 40'x 36" CMP 10'
9+60
Site 1 30'x 42" CMP 40'x 42" CMP 10'
43+96 w/ rock headwalls
Site 2 25'x 24" CMP 50'x 30" CMP w/headwalls 25'
58+16
Permanent Impact 180 linear feet
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to
proceed with 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.
Mr. David Baker
Page 3 - SR 1100, Henderson County
September 14, 2006
Also, by copy of this letter, I am 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 requesting Mr. McHenry and Mr. Ed Ingle, Roadside Environmental Field
Operations Engineer (NCDOT), to comment directly to me concerning this permit request.
Temporary encroachment into the buffer zone of the UT to Terry Creek will be required on
this project for the installation of gabion baskets from Sta. 8+25 through Sta. 9+60. The
UT's are classified as trout.
If you have any questions or need additional information, please contact Lori Jones or me
at(828)891-7911.
Sincere)
ajY
Mark Gibbs, P.E.
District Engineer
Enclosures
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (7 copies)
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, DWQ, DENR
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

0
of
warF?
QG
I 7V
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 1100 - Gap Creep Road
Henderson County
?Of h10 R /H
O
?t
O
fOf T4ANSR0!`'
NCDOT Division 14
Office Use Only: Form Vcrsion May 2002
USACE Action ID No. DWQ No. 2 0 0 6 1 5 0 6
(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
2. Nationwide, Regional or General Permit Number(s) Requested: NW 13/14
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 (verify availability with NCEEP prior to submittal of PCN),
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
Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd.
Horse Shoe, NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address:
2. Agent 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 Rd.
Horse Shoe, NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: mgibbs(Mot state. nc. us
Page 1 of 8
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 may be 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 1100, Gap Creek Road
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): N/A
N/A
4. Location
County: Henderson Nearest Town: Tuxedo (Henderson Co.)
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Tuxedo, travel south on
US 25 to the interchange with SR 1104 and NC 225, take NC 225 east 0.9 miles to
SR 1265 Turn right on SR 1265 and go 0.9 miles to SR 1100. Turn right on SR
1100 and go 0.2 miles to the end of pavement which is the start of the protect. Go
825 feet to the beginning of Site 1 Site 2 is located 135 feet from the beginning of
Site 1 Site 3 is 3436 feet past Site 2. Site 4 is 1420 feet past Site 3. The project
continues up SR 1100 for an additional 304 feet beyond Site 4 to the end of
pavement from the other side
5. Site coordinates, if available (UTM or Lat/Long): Site 1: 35.18056'N-, 82.43361°W
Site 2: 35 18083° N 82 43417° W Site 3: 35.17583° N ; 82.44306° W
Site 4: 35.17333° N ; 82.44639° W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Terry Creek (DWO Class: B; TO
and UT at N.C. Elks Camp (DWQ Class B)
Page 2 of 8
8. River Basin: Broad
(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/.)
IV.
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
10. Describe the overall project in detail, including the type of equipment to be used: There will
be gabions installed under the right shoulder to accommodate shoulder widths for
improved safety and decreased impact from 8+25 through 9+60. 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.
Note: The 36" CMP at 0+33, carrying the UT at N.C. Elks Camp, and the 60" CMP
at 60+20, carrying Terry Creek, are both in good condition and not to be replaced.
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.
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.
N/A
Page 3 of 8
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 proiect in
accordance with our current secondary road standards, it will be necessary to impact
waters of the United States in the Broad River Basin. Specifically, NCDOT is
requesting to install gabions and to extend/replace three culverts in unnamed
tributaries to Terry Creek (DWQ Class: B Tr).
Impacts are listed in table below.
i. Individuallv list wetland impacts below:
Wetland Impact T e of Area of Located within Distance to
***
Site Number Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland
(indicate on ma) (acres) (es/no) (linear feet)

N/A

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading. fill, excavation, hooding,
ditching'drainage, etc. For dams, separately list impacts due to both structure and flooding.
•• 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FENIA-approved local
Floodplain maps. Maps are available through the FEh1A Map Service Center at 1-800-358-9616, or online at hity: 'www.fema.gov.
'"• List a wetland type that best describes wetland to be impacted (e.g., freshwater'saltwater marsh. forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland
is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individuall list all intermittent and perennial stream imp acts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
Site 1 Gabions 135 UT to Terry Creek 1' . Perennial
Site 2 Culvert 10 UT to Terry Creek 1' Perennial
Site 3 Culvert 10 UT to Terry Creek 2' Perennial
Site 4 Culvert 25 UT to Terry Creek 1' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separatery
list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall,
tip-rap, crib wall, gabions, etc.), excavation, ditchindstraightening, etc. If stream relocation is proposed, plans and profiles showing the linear
footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named
stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at wvvw.usgs.Vov. Several intemet sites also
allow direct download and printing of USGS maps (e.g., www.mnozone.com, www,mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 180 Linear Feet
Page 4 of 8
4. Individually. list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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
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.
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.
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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/stnngide.htm1.
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
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCEEP, check the NCEEP website at http://www.nceel2.net. If use of the NCEEP is
proposed, please check the appropriate box on page three 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 of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 6 of 8
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
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
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 E]
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
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
1 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
Page 7 of 8
X. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
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. 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
J.
Fc"
Applicant/Agent's Signature Datc
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
a)
M
U
W
O
(D
O
to
?-
?
N
+
C
cv)

N tl7
co

Y
Q

Z c
co +
o L
V) O N Ln (D
O
CD Q) r ,-
r CO
co
co (1) +

LC)
Cl)
:3
0 C

N
U) O (D ti
0 + 00

Y W
C N
L 0
O

O c a) 0 ch
CO
V CO ..................... +
ro
o
N c
c + co
rn
O L
? C
O
O
0 (0 _
+ a (nn
0 C) a)
a?
O
a 0 c
0)
..
Ln 0)

co N
d W o
c
O
C U
w N O
C c 'N
o U ? rn
w e a) rn o
Y O
a
a

c
N
o
i O c?
?t U CL a
=
cn U) 7
C/) G) cn v?
C ? 'aa
° m m 0 U
N O N CD O
O O X'
-+. cn

o
3
o
CD (D . 0
0 0o CCD c a.
>
7
o
,c
n
O
(D
r.
o m m
- x
co
N
U7
(D -,
CD O

(D CD
ccn ° to
+
-' w o
Q cn rn
O
CD = CD
N
r.
S O
+
co
d
O N
..... (O
CO t ................
p (ND ? O
W \
cn Q -?
d
cn

CD
v
CD
a

a
n. 3 cD o
G)
a QN °
o , Q: a
4 Q7 0 a
N 0
0
w
-
a i
v
) CD
a 0
Co c
r o
~ °
N w
U'- (D
w
Q o
Q) Z
7

-, o
a N

W
N
O i <J1
0

O
cn
n
D)
CD
2
3.1
U
tD O
e-
?
CY) t

N

?

C
d;
tV W
N O
C
co
O
C
CY) c?9
m
M
M
1
1 0

x

C
I :3
0
Ib
r 1
I

M I
I

N I
'
tv 1

C N 1

L C
J 1
1
0 1
0
U
O

U I m
m

o 1

' 0,
2
- U o

C
a I
I N Q_
X (D N
LIJ
U Cl)
.x

' CD a)
Ca M 'It O
N CL _ C
CL) CD :t
W C7 3 3
1 0
1 (n

(D I
1
1
O
?„
1
CO
V) ?+ '
I W
m CV
7.Lo -,t C
U

C ' O O
>m C N m
c4mco
O Cm Emm .N
?U <
O o
o c
o n
`
O
Y Q
cl CJ
'a
N C` C N
cm
Cl) s- N N
cu
.- U Q 3 d
r- _
=
i
in C7 F
- n
a?
U
IA N
LO O
N
W C
Ib
O

Z O
C O
M 1
N

«
?
Lf) i O

v 1
1
Lc;
M 1
1
I

N
d I
1
1
co
1
S U 1

?
O J
L I
1
U o
c

U
1 _0
0 1 U °?
n- CV i

C
I
W n
X

C 1

i N V _.
U s O
W N ?t N

O
to CL L ?-

W
i _
O
M 3 N
o
1 L
N
to

rn I
,

E
+
a ,
i
N 0
o

cn ? lu-
V- N
Lo 't
0
o
c I ag
o
>rn a) - rn
c5Oco o
o c0) E_rnrn y
U X
o O
0 _
o o.
n a?
`
o
Y
U) ¢
d d
M C C
?•- -: N
? N cn
m
? t- U d 3 a
V- _
= W m
co
N
to (n 0 F U)
2
co
0
co

M
0
+r
? 04 C
c} W
04
00
O
O
rn
Z
M
M '
I N
m :3
e- I
I1'> I
M 1
1
1
N I
41 I
ra I
C O I

O J I
I
O
U `
a?
c I
I .0
U
d
)
o
p i C
U a)
I N [L C
?. I _
X N
C-6 I LiJ co X
L) CD
E CV to O
N I C. - L
N
W N

I
' 0
N
co
'
1

t
I O

`
co
'n I
I O `O

N I
I N
>1 ~
U

C ' O
» C) LO
w (n O
C
C C) E C) C) Q
U m
o 0
o c
O c n
C )
`
,C ` .
Q
C) C)

.a p` C

r'
N
?-- N
N
m
4t cu CL
r _
L
(
V) N C f
- n
Henderson County
SR 1100 - Gap Creek Road
I ` t
Site 1 - Sta 8+25 to 9+60
Site 2 - Sta 9+60
Inlet
Sta 9+60
Sta 8+25
uaoion oaSKei instaiiauon site
Inlet
Inlet
Site 4 - Sta 58+16
Outlet
cv
O
Y
m
d
V
CL
ea
C
O
r
r
Q
m
C
O
V
C
O
N
d
'G
C
d
2
N
m
N
Ll.
d
L
Q.
V
0
0
Cf)
I
Q.
C
G
O
C
N
L
O
'O
C
2
1 ?
o ,
+-I .5L.L8
\ ? ?' ? ? ` ? ' ? N) `•,k?' of .
in .g '
Ln p co
N LO 7 1
N
\ ? _ ? Ch N
_ lam! , ? ?+
z N ,off
N 1 J?
r to r ?

L(7
f ?
I r
/
, ?• ?
rt I
? r CN
v 01
l ? c
1

h

?
z co

? 0

? 6, Ln
of

r
_

1
^ N ,

r oo)
o

? r

?.
A6.L8
1I ?
•ol
r r•
of
?, 1
r J?
1 o Q '
mo
)

r I L N
? J

? e-
N
Y)
n
a
v
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
50' 0"
RIGHT OF WAY
CENTERLINE
6' 10' 10' 4' 3'
ASPHALT ;PAVEMENT
SHOULDER SHOULDER
DITCH
.y?
MAX SLOPE
FILL 112:1
CUT 1:1
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
3TD # DESCRIPTION
245.03 TEMPORARY SILT DITCH ----•---------------------------------------- TSB
245.05 TEMPORARY DIVERSION •--------------------------------------------- -- -TO - -
393.01 TEMPORARY SILT FENCE --------------------------------------------• "'
390.05 TEMPORARY SLOPE DRAIN WITH EARTH BERM -------------------- L
245.01 SILT BASIN TYPE A --------------------------------------------------------------- -0
245.02 SILT BASIN TYPE B --------------------------------------------------------------
892.04 TEMPORARY ROCK SILT CHECK TYPE A ------------------------------
895.10 TEMPORARY ROCK SILT CHECK TYPE B ------------------------------ -- D
892.01 TEMPORARY ROCK SEDIMENT DAM TYPE A -----------------------
892.02 TEMPORARY ROCK SEDIMENT DAM TYPE B ----------------------- -- u
897.01 ROCK PIPE INLET PROTECTION ----•-------------•------------------------ -
894.01 ROCK SILT SCREEN -------------------------------------------------------------- --
245.04 STILLING BASIN ----------------------------------------------------------------------®
868.01 RIP RAP -------------------------------------------------•----------------- ))) J) ? RR J J J?
DITCH LINER -----------------------------------------------------------
ENVIRONMENTALLY SENSITIVE AREA
PIPE OUTLET ENERGY DISSAPATOR----------------------- - =••
EROSION CONTROL MATTING -------------------- EcM
FIBER GLASS ROVING ---------------------------------- .-----------• FGR
A
SILT CHECK DAM TYPE-A -----------------------------------•-----------•-
SILT CHECK DAM TYPE--B-------------------------------------------------------

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
Culvert ----------------------------------------------------------
Fence ----------------------------------------------------------
Guardrail -------------------------------------------------------
-x?x-x-
Stream or Body of Water -"'
Flow Arrow - -
Spring ------------------------------------------- ---------------- ?:.
Exist. Pole ------------------------------------- --------------- o
Exist. Power Pole ---------------------------- -------------- b
Exist. Telephone Pole ---------------------- -------------- -?-
Exist. Joint Use Pole ------------------------ --------------
Telephone Pedestal ------------------------- ---------------
Cable TV Pedestal -------------------------- --------------- ?
Exist. Water Valve -------------------------- ---------------
-------

----------------------------
Sewer Clean Out
---------
Power Manhole ------------------------------ ----------------
Water Manhole ------------------------------- ---------------
Light Pole -------------------------------------- ----------------
Gas Valve ------------------------------------- ---------------- Q
Telephone Manhole ------------------------ ----------------
Power Transformer ------------------------- ---------------- Q
Sanitary Sewer Manhole ------------------ --------------- Q
Storm Sewer Manhole --------------------- --------------- s
Water Line ------------------------------------ -----------------
Property Line -------------------------------- ---------------
Property Line Sy m b o 1 e -------------------- ---------------

Exist. Iron Pin -------------------------------- 0
--------------- up
Property Monument ------------ ------------ ---------------- a
Well -------------------------------------------- ------------------ O
W
rnl CDI r-l MI NI --I ;:I C )i ml col vl OI rnl VI col col r-1 rl OI
co

Q)
C
O
.p
cu ._
h m

ca

T;
C
cc c
N tJ) FT
? ? C 3 m U X M M M M M M M M M M M M M M M M M M M M M M M
C (9 O
E o = d. tO 0 to to LO M tO to to LO LOW to LO LO tO tO 0 LO LO O to LO
cn
ca w
m ?
CV
•W w
E c3 U .0 L
o
d In C N U
d O = p cu
a
3° s o v 21 c U
D
C

O
CL
fT
?

r W r? h V' LO O N O Q) <O O N 'd• r r r `r cn co
0) N co W
M
O
0 4) ca a) ° r N N M N N M CI C") M
M M M N
N N
N O O
E a)
S? -D ?; w U N N
M
p a)
Co ?w o nZ
N C
p C C
N LO
'D
as (I) f• N M to at CO CO r r? V' V' (D W O N CO (D r r CO D)
N O y m O cu 2 V r r r O O CV N r r r Orr O r r O r r N N r r
ca ' L 7 ` ? O Q ( 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 O O 0
cr w O w O
-° O OI
O OC C C4 O
p p C ,p cu rm0to V, MMMOOtn0000tr) O V' V' V'MM
r- MtoMOti V•MCO?rCON NO M
-M N V'M NN
O
?'CJ 0
E roJ :B <
_
- sN"M - W M CDOrnrrNco V•rwmONNOM
Q I- totONrOONr` V'MCOCONCOCID tf)CDOOco co
II 11
Im p O
a ) C
?N Nm gCV
1
x Q)v

p x
: v
O CU y C
o r- tOMO 0 M toto0 0 0 a 0 0 0 OCDOOMtO
?" E! M r LO M O CO M CD r- O O I` O CD M r O V' r M LO O O
O
A
'
O R
O a) C N (u
O CU y M M r C
LO to V' IT M r M co r M V' co V' to LO V' U
)
N
p ccuu Q J
a

O °
In 0 t() W to to t() to to m U.) 0 0 In LO M to U.) to (n M
to
0
° 6 (6 c6m(6(6 (6 c6c6 c6 C6 O6 6 (66c6 c66c.6(6 (6
of
.? -v
Z (
N3: r r r r r r r r r r r r r r r r r r r r r r r
tU)

Y
C) ? (D .n N N N N y N N N N N N N N N N N N N N N N N N
'O • O CU d N p d O p Q) O N 0 0 0 p d O O N d d 0 Q
te
` G -. C3 } } } } } } } } } } } } } } } } } } } } } } }
r
U LLI U
ccuIu? o
(V 0
0 0
L
CO
O r1=ZtC2 C 15C>=.C15 LZ?OZtC15 ZcCLtCZ
O)
) C)
O O
Q C? ,
!Y O C) d O) CU U) Q) M O 0)P.0.0 d O ,U) d .0.9) C) Q
J J? J E J iR J ?. J J? J ?. ?. J J
N
o
?S c.6
t-
J

W
?l

U

N oOOOOOOOOOOCO LO tn0O
tOMONtotn0O W w0mco0 V'OOOtOto V' CO
....a :9 N CD h O h N N + + + + + + + + + + + + + + + +
+++++ ?' + O O N V' O N O N CD CO M M O M V' V'
'
'
CIO y
t; m
r ) U
)
Cn tO V'OOO)r?rNNNNMNMMMM U
. ,
Q •' O O O O O O p p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
D M O C) a CO o LO 0 0 0 0 0 0 0 0 0 0 co CD C 0
tO to
'
co
O ci ?'-
0
°
OOO
OtONrr- NN OOOtO O(OM tO V
+ + + + + + +
U +
co
:a .
p
co p.
+ + + + + + + + + + + + +
O r to I O tO LOO N V' CO h CO N N CO O (n CO 0)(T
2
0 75 CnUOCL -
(nI-L NNNNNMMMM V V ?t V
U)
U
Q
(u
F° -
N
N
M
col NI col
M Cl) M
O O O
N
N
U
CD C? CD <
N `4 O cz
O
H
(D
?t N LO T
O Cl
O O O
U? c)
O C) C)
(ND ~ N
O
to O
^ a
LO
T
Cl)
O O O
6(6(6
T T T
N N N
N U U
J J J
(D O O
T i- N
t t +
co 030
O In to
O O O
r .? .r
O co O
4' T
V co co
O O O
a?
m
o ?

a d (D N CO Co m d d CD d c0 d d0 cD N Ca (D O O

I
"1 CD co CD
N - "T In 101
I d
I ONI
IMi
I0I
I
I
I
I
I
I
I
I
I
I
I
I
F
M
M
co co
N
N
N
N
M
N
T
M
T
vM
M
N
co M
N
^
co U
0) a)
? M co In r a) co w ti ti d' 0 O N a) m w O d N .t T T T
< Q) T at (D ? T N O M? )l9 O CD O M O CO CO M
M
O S
p p (D N N m 0 m m
0 mm 0 N" N N T N N
N N N
N
(n Z
C13
m
Y
X v NI NI NI NI NI NI NI NI NI NI NI NI NI NI C141041 NI NI NI NI NI NI NI
L p

> C
S r
MI MI MI MI MI col ml MI MI MI MI MI col MI MI MI MI cot MI MI ctrl MI MI
v
ro cu
C
M
v

xa w
j e cal c01 cal cal col col ml CDI ml CDI CDI CDI (DI col col (DI col col ml col mI c01 COI
aci C J
J N
c
? of of of OI of OI OI of 01 OI OI OI of 01 OI OI OI OI OI OI OI 01 01
M
X J m

c C

m + + + t + + + + + + + + + + + + + + + + + + +

r. a
L C
a ? L
0 CL C-41 C-41 041 C-41 NI C-41 C-41 NI 041 041 C-41 C141 C-41 C'41 C-41 C-41 C-41 041 C141 C141 NI NJ CNI

c '' D

cu
m
x D v MI MI MI MI col cot ml ml MI MI col MI col MI MI col col MI col MI col Cot col
d
$
c
?
c
m

X N col col col CDl CDI (Dl cof cot cal CDI cal (Dl cal cat cot col (Dl cal Ol CD1 cal cal ml

t Q
O) cu ?
J
C.1
J
C y :

T T T T
TI TI ml -ml CDI dl 001 cm dl cot col -1 1-1 col Tj TTI oI of
0)I (01 hl MI C-41
m V)
xS m
C
•?n
m L
?LLL? L= L L L L?LLLti=Lt7=L
J .00 tm J Q 0 .0 a) pLM .O.Lm a) J 0 J .00 a) cm cu cm
?
O J

cc 00 0 0 00 0 0 0 CD LO In 0 0
N O O O w to m (D (A d O N 0 LO U) d CD
O CD CO O N
ca
U N CD t` O h + + + + + + + + + + + + + + + + + +
N
+++. (A O N d CO N 00 N Co co O M m G7 d d
I
_,
N tM0
TNNNN0N0MM0 V d
Ijd00000OT
0 0 0 0 0 0 0 0 0 0
O 0 0 0 C) O D 0 0 0 0 0 0
otC7OOOOOOOOOOmom 0
C'l)OOOM
'
(n 0
U) )
O N
CO (n N ti 1-- N N 0 0 0 Cn O co m Cn d c0 O 0 CC) U
co h
+ + + + + + + + + + + + + + +
+
c
•N +
+ + + +
O T Cn w co C!7 Ln 0) N d 00 h 00 N N CD O Cl) M G7 G7
cu 0 0 T T T N N N N N CO CO M Cl) d d d d
C3
col c" co
(N n, °I
'00 CD
N
NI NI NI
c')1 col col
col CDI 01
010101
NI NI NI
col CIA MI
(DICDI(DI
01 NI CIA
ct:: 9= 4_1
a> N ?
J J J
CD LO O
t- N
+ + +
co co O
to Cn CD
O O O
O co to
tl' ? ti
v co co
Cn Ln Cn
C
p
cu
O
O
F-
F-
L
U
(U
C
(U
E
0
U
Q)
ly-
d d N d N d Ql
` vJJJ J_.1 UJ ` `J V
cul
H ?F-
c Z`?Z'cF- Z2 ?`c c
00 J J .6
°. °o- °. n. a 3 CL M
o E E E E E E E o E E
M F- F- F- U) F- F- F- CO U) F- U)
D)
C
U
O
C1
U)
Y vO O O O to m O O O O O m w 0 0
U LD O O to 1- V' O CD 0 0 0 V' M O O
CU 4 M- e- Cl) r M ?- ?- Cl)
La
U
In
p
? CDr-MN V'1- - tnN.-- MI- CUM?
0
O O Cl) MwNt000CDt00CD0
?NCD W NOOOtOO.-N
c9 N n. t t t t t t t t t t t t
t t t U) CO V' O CO CO CO O V' CO (n tD CO CO r' . N M M M VVto O CD
O O O O O O O O O O O O O O 0 0
m O O O C? to m O N 0 O O CD to a CD
O N 1- n M N W O N O O O tt7 O
t t t t t t t t t t t t t t
U') co t OOTCON?CMM V' V'??
Ct)
't7
d
C)
C
O
C
N
N
Y
L
U
N
N
N
7
y
O
C
L
QI
C
O
N
L
3
N
(U
C_
L
:a
C

1-141
!1 -14 1 I S? /)00
SOIL DR .
pRpPosE
KL/
zo xis` 3
14PPE I
I o
I
u I o ? I
l ?? rJ
l J
I
I
v I`
I
I
I SSG ZX3xlo
v I fl3 I
? r ro 1
I
I
I
i
?oZ o
''o ';F Z'x ?'x fo'
10
I
I
5t?ka;1?.
v l h.
-t 54
3 Srr' ??
-I- o 0

I
??, ?'FrJiiEhS ?:
o Ig +? ?Zl SR /100 P5 Z
5r1a.?L AND riZ 5 BcIFfER 94.70
5 -Tr-,K j0'7?3?a CMP 9460
E"JD GABIAAIS.
Q
? ? Iv0 e5A
I
c?
• I' :'F {1r•C-m
`- SqC, f73 /
0 PL:
N
$EG IN ?OV l ?Uf ?R g ;-?IS
08 I
G ?^
-4'?Ea z•x?'x?'
• e
cam'
' a 58? 2'x '.x
a
0 ?
I
70? o
3% j ?? •
? i
l?
fl ? l
0 I
I U ?
I^ 3 ,
i
e
3
I% , o
Lo
CtZ? 5 T
17

CNO Q 19 9 I
REPwcE 3o?x ?g" NopE I I o
?v
18'cMP '? -?- I
35'X
Zo' I
4Z7
t.. ?
I
i
Q
a
y

a
5 /y
i
3
.a
Ul
SR /100 P3 3
V I
` a
r
` •a
'a
is
3
o I?
a
`? 19
/o7uo

"1
A
PRoPo
I 190
YPE a
C,-.
OLD COREIII 1h7r1 RL
SR 1100 p9 q
SO 'X18" liDPE
2.'X3'X4,'
4D IX VS" Cr^P
2Ix 3'X!o'
0 © car-s i
oIQ 1991 I
? rSrw
? I
I
a
0 19
1831
io
?a
°I
1 ?
? eal.
of o
i
I7
1 9 9 F
TI
9 3
0'j
r
5 i; I r5 1 S Z)K It uv
i
I
Y
I
fco
PRn PGs Est
• ? _C f SO
1® TYPE !J ?'X ;'r 'o'
l
I
C?L/??;Ca7?L1 ? i ,? III Qj _ ?'?-. ? •x _ ?,?
SHED `"- i I, ? u
Ii I
h ,' 0
7.
1 f,
I "
?I
?I
I
Zo+ob
r5 5
,I
J
18
OI
8
OI
-r +rr • ?i
,
?i
?I
z
l
?I
ci
?f
a?
?I
i
II ?
li
I" I
?I
lNl'
rl I
I.
I'
I?
99
® 5 R Uca
0
3 ?
I0
??, }?RoPoSc
1-So SO,x?3"fIDP
i
i Yj?E 8 2'x
r.
D
rA
ID
27}?0 /=ILL Z'
I s
I.
;-g
COIr-OIV- AS -A/.??JED -T'O 30453
26-t4D 6CC Q] CE FILL
i D
2 DI
- ti
fl
Ig Z ? I
2.5 S
- s
IT ? y iz' I
I
? IS
? I
z/
+50
I
GRAv? [. CR_ 1
PRoFos; .?o .
30'X18"NDPC
ai
I
a
0
A
a
3
- o 4--
0
to
al 3 sR t???
I ?
d
I
10,
SOIL. DR
Pg 7
I?
u` Q
Imo... 4-8o
?e
a
i
3
le
PRDPoSS $0'X1$";-; ;:F?
3 Z I Io' ASP,4Rtr DR
8 8 ??
+83 gOX15° CMP
R-PLP,GE y0'x 10 9Ws
r?
I i _1 z' c,Rn;sL C R
' t!z y0'x!S"c1.1P
3 I l? © P.EPLAr.E I?q'X l3' N:r?
I?°
I i
I ©?
3O+SD AND 4
? S
3 0 t-oD ?i
FILL (Ar'Fii7X r;lD?

I%

PCO?o.e.l 1Z
So',1 Dn.+C
Ae4_s:
-rv r ?V
?agl I SR 1100 X98
I I' -}-$0 PROPDSE 5 0'X I ?" r! DP,
ll
( 57A 39 +5D +/-
o I IA
0
I
39
?n
i
l n
L
5 Po no4 c-Lk-- R1w bed •d
D
To STA . 3915 }? .
_ I I
I ?
I ??? 13
1
I ?
p ',TA 3'0170
_ +yo FRovo5E golX ir" [4pp
I TYKE B 2'x 3'x 1,
I
1. c t3
Q Sep 2'X3'xL
(
T
Ln
3 s.--;v

7%
S q
C?

Is9 ? 3
I I o
o I la
Zo' ?mP
REP[Rcr
zo'x?a•

C)R? 2
DR
REPLFCE
25'x8"?ePs
O
I

UCKC? I L '
z; I
?
R DCK ?%
'
H?F,CAA, ,ti ,
i _
5'R 1100 ?5 9
(oo'CFS/R
MP rZ=rcFcf-' s!o'x'i1' Cmp
> BUILD r%=4 P,)c 6erlDi1rtLs
z' s rA? Pr.?
Z'x3'x4m
RA,14TL op
I 4-.3z 20'r.i5" cMP
I I?"' RFPLFtF Zo'x?3" hDPc
?. 3
I
SDI
I I
a
I°
I I
I ?a
?z D
I?
to
II
I
Q a tJ
I I
I
i I
?o;?co

`7 r
n Sri IIoo ?y 10
I0
e zo'sorC DR
Iz? _ Iv REST
x
I
0
a
. 9 9 I ?
111 x
I i
0. I I ? ? S?UJF
z
o I 10
3 15
U I lu X
Sv"b 2'xo•Xe"
o I ,?x
Y ?
l
0 171x1
ro J
?HDDs ? 1
_PUCt 2J?15 C\i 'iC 1 DR. -
4-0 N
Y
I
.. x
ll
u I i

a Lr D
U ?61o

? I
- to
? ,

u S'f' D'J
ro'KI5* CMP
P,EPLFCt /o 'x r? Nvr?
+y5

I a I SR l/oo Py Ii
P?oPos?? ?, I ? --
50'?c1HOPE +40 30' CiRAVeL p,?
e
I ?RCpos6 40'X 13" HDPC
3 / +zo
5 I Ty,< Z'?C 3 X .
So
?I
15,
f e `'I I
ND PG
.53 I?
I
a ?
p ss,?, z'xa xo
3 ?3
0 I
I
d I ,?
1 0,
5I I'3
1
Jf Er,
8/
0
`,? 5 Acs
1

ro'x?* avc
10V
ESA
5o iz" L)
311 I A S/Z 1100 P? I2.
(JO,
C5A
Sc`rt--- = I i
0 I I
I I
a
1 u-
I
0 59
c,RDR c

7V P.!:-- d

fro ._? ?/ +rc,

rrr ? ?v? h
rsT;s_"r.n1
1 4 ' C14 p
'C?FCE 50'00-cmp
8ui?o ?p,cwgL?;
riP.!'/-
I
57
5.91, s°
z'x3'xW I ( i -
3
c;
'U)
I ti
ILn
I.
5 'r
p i
?I
1
I '.
l '
I a3 ? L I
5?rvJ
1
r,
ri
L'
y>
O
LW ?
s ?
O
O n?
SR /100 ps 13
E D F OTC C7 Co1 tZO 1 Zc? C-C,IJJO OF pR
I .
? l00"
?x3IX
/ / TYPS A Z
40?X GMP DO ?l97 ??6 rL/ Cr_'
C.%7
i`
20
,? say ??i? 3 I 'I ? I
7 'X3',r o
TCGT
PIPE DATA SR 1100 Gap Creek Road
County:
Henderson WORK ORDER:
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
0+33 50'X36" CMP Good Condition; Do Not Replace; 4'Stream
4+74 20'X15" HI)PE Proposed Driveway pipe
8+73 30'X18" CMP 40'X18" HDPE Replace Cross i e
9+60 30'X36" CMP 40'X36" CMP Replace Cross i e; Live Water; 1'Stream;
14+25 30'X18" CMP 30'X18" HDPE Replace Driveway pipe
14+27 35'x18"CMP Driveway Pipe Replace as Necessary
17+64 40'X15" CMP 40'X15" HDPE Replace Driveway pipe
19+90 50'X18" HDPE Proposed Crosspipe
22+90 50'X 18" HDPE Proposed Crosspipe
28+50 50'X18" HDPE Proposed Crosspipe
31+12 40'X15" CMP 40'X18" HDPE Replace Driveway Pipe
31+80 30'X18" HDPE Proposed Driveway Pipe
31+83 40'X15" CMP 40'X18" HDPE Replace Driveway Pipe
32+30 50'X18" HDPE Proposed Crosspipe
33+80 40'X18" HDPE Proposed Driveway Pipe
36+40 40'X18" HDPE Proposed Crosspipe
39+80 50'X18" HDPE Proposed Crosspipe
43+32 20'X15" CNIP 20'X18" HDPE Replace Driveway Pipe
43+58 25'X15" HDPE 25'X18" HDPE Replace Driveway Pipe
43+96 30'X42" CMP 40'X42" CMP Replace Crosspipe; Live Water; 2'Stream;
Build new Rock Headwalls
44+26 20'X15" CMP 20'X18" HDPE Replace Driveway Pipe
45+10 30'X15" CMP 30'X18" HDPE Replace Driveway Pipe
46+45 10'X15" CMP 10'x18" HDPE Replace Pipe
46+67 20'X15" CMP 20'X18" HDPE Replace Driveway Pipe
C,l4-,o 20'X15" CMP 20'X18" HDPE Replace Driveway Pipe
53+90 50'X18" HDPE Proposed Crosspipe
54+20 40'X(8" HDPE Proposed Driveway Pipe
57+50 50'X12" HDPE 50'X18" FIDPE Replace Driveway Pipe
58+16 25'X24" CMP 50'X30" CNIP Proposed Crosspipe; Live Water; 1'Stream;
Build Headwalls
59+69 10'X8" PVC 10'X18" HDPE Replace Driveway Pipe
60+20 40'X60" CMP Good Condition; Do Not Replace; 5'Stream

POLE DATA
Project: SR 1100 Gap Creek Road
County: Henderson
Owner: Duke PowerBellsouth Page 1 of 2

Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
10+03 17 Guy Wire
10+22 16 Multi-use Pole
10+35 16 Multi-use Pole
12+66 17 Multi-use Pole
14+95 12 Guy Wire
15+00 27 Multi-use Pole
15+23 use Pole
17+54 16.40T 18 Multi-use Pole
19+63 15 16 Multi-use Pole
22+57 14 11 Multi-use Pole
24+82 11 Guy Wire
24+82 19 Multi-use Pole
24+82 14 Guy Pole
27+10 12 14 Multi-use Pole
30+25 11 18 Multi-use Pole
30+59 12 Telephone Ped
32+18 12 Multi-use Pole
33+12 22 Guy Wire
33+28 10 30 Multi-use Pole
33+35 18 Guy Wire
36+45 20-T 26 Power Pole
41+18 28 Power Pole
POLE DATA
Project: SR 1100 Gap Creek Road
County: Henderson
Owner: Duke Power/Bellsouth Pabe 2 of 2

Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving

Remark
Lt. Rt. Lt. Rt. Lt. Rt.
43+09 17 Telephone Ped
43+33 15 Telephone Ped
52+92 30 Multi-use Pole
54+82 4 24 Multi-use Pole

POLE DATA
Project: SR 1100 Gap Creek Road
County: Henderson
Owner: Duke PowerBellsouth Page 2 of 2

Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
43-+-09 17 Telephone Ped
434.33 15 Telephone Ped
52+92 30 Multi-use Pole
54+82 4 24 Multi-use Pole

M
O
y? f
m O
LO
3
C
'AMP
+
yq? 1? C
W COD
i
40

C,N \?•?/? \ .\
a U y• c3 \
CL
ii \ s . : 5 ? Y
o L
. , 1.1
Ter
,y
J
?

G p
O
aiO
? N
W coo