20061468 Ver 1_Complete File_20060925

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k ,A North Carolina Wildlife Resources Commission ?
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: David Baker, Permit Coordinator
Asheville Office, U.S. Army Corps of Engineers
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: September 20, 2006
SUBJECT: Review of NWP 14 & 33 application by North Carolina Department of
Transportation (NCDOT), SR1239 (Parks Drive) and Bridge No. 293, Unnamed
Tributary Shooks Creek, Shooks Creek, Sandy Branch, Class C-Trout, DWQ No.
20061468, Burke County
NCDOT is requesting a letter of concurrence from the North Carolina Wildlife Resources
Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. The
NCWRC has reviewed information provided by the applicant, and field biologists on our staff
are familiar with habitat values of the project area. These comments are provided in accordance
with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The project will grade, drain, base, widen and pave SR1239. NCDOT proposes to extend two
(2) pipe culverts located on UT Shooks Creek and Sandy Branch plus replace Bridge No. 293
over Shooks Creek. The application indicates that no effect on federally listed threatened or
endangered species is anticipated. Total permanent impacts to waters are indicated to be 105
linear feet. Temporary dewatering will be provided to minimize sedimentation issues. Our in-
office review of the area found that the Eastern creekshell, Villosa delumbis (NCSR) and the
Brook floater, Alasmidonta varicosa (NCE/FSC) are known near the area in the Linville River,
which is a Significant Natural Heritage Area No. 1789 (aquatic habitat). It is doubtful that any
trout resources are present although some individuals could occur. Trout reproduction isn't
anticipated for this area.
Based on the information provided by the applicant and our knowledge of the range of trout in
the project area, we do not believe this project will cause significant effects to waters supporting
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]
NO ??
SR12339, Parks Drive -Page 2 - September 20, 2006
trout; however, we are concerned about possible impacts to other listed species. Therefore, we
will not object to the project providing the following conditions are followed:
1. Prior to any in-channel work and buffer disturbance, a professional aquatic survey
should be conducted for state and federally listed mussels if mussel habitats are
present in or near the work area. If any listed mussels are found, they should be
relocated upstream to suitable habitats out of harm's way.
2. If listed mussels are relocated and significant storm events occur, additional survey
and appropriate relocations should be provided.
3. Sediment and erosion control measures should adhere to the design standards for
sensitive watersheds.
4. If concrete will be used, work must be accomplished so that wet concrete does not
contact stream water.
5. NCDOT should contact Duke Energy for any shoreline approvals required pursuant
to Federal Energy Regulatory Commission requirements, if any.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/769-9453.
E-copy: Mike Parker, DWQ-ARO
Cyndi Karoly, DWQ-Central
? O??\N A
?gQG
SFf,2> v/
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
ANO roR? q U6 v September 25, 2006
R
B%0'y Burke County
DWQ Project No. 061468
NCSR 1239 (Parks Drive)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. J. Swain, Jr., P.E.
Division Engineer
N C Department of Transportation
Post Office Box 3279
Asheville, North Carolina 28802
Dear Mr. Swain:
You have our approval, in accordance with the attached conditions and those listed below, to impact 105 linear feet in
Shooks Creek, an unnamed tributary to Shooks Creek and Sandy Branch (55 linear feet of new pipe and 50 linear feet of
temporary impacts for bridge replacement, including installation of bottomless arch culvert and temporary bridge
construction, and dewatering), in order to make improvements to NCSR 1239 (Parks Drive) in Burke County. The project
should be constructed in accordance with your application dated September 5, 2006 (received September 12, 2006),
including the environmental commitments made in the application letter. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Nos. 3404 and 3366, corresponding to the U.S.
Army Corps of Engineers Nationwide Permit Numbers 14 and 33. In addition, you must 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 Water Quality Certification will expire with the accompanying
404 Permit issued by the US Army Corps of Engineers.
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 in writing 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 2H .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.
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.
N?p?il,Carolina
?Vaturally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: www.ncNaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer
Mr. J. J. Swain, Jr., P.E.
September 25, 2006
Page Two
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 Alining 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 wide buffer zone are prohibited during the trout-spawning
season of October 15 through April 15 to protect the egg and fry stages of trout from 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-1, 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 buffers is strongly discouraged.
8. Strict adherence to the most recent version of NCDOT's Best Management Practices For Bridge Demolition and
Removal approved by the US Army Corps of Engineers is a condition of the 401 Water Quality Certification.
9. The post-construction removal of any temporary bridge structure must return the project site to its preconstruction
contours and elevations. The impacted areas shall be revegetated with appropriate native species.
10. 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.
11. 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.
12. 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
boulders or structures should be properly designed, sized and installed.
13. Heavy equipment should be operated from the banks rather than in the stream channels in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
14. 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.
15. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
16. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by the certification.

Mr. J. J. Swain, Jr., P.E.
September 25, 2006
Page Three
17. 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.
18. 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.
19. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
20. 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.
21. No rock, sand or other materials shall be dredged from the stream channel, except where authorized by this
certification.
22. 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.
23. 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.
24. 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.
25. 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 W. Klimek, P.E., Director
Division of Water Quality
cc: Roger Bryan, Division 13, DEO
Ed Ingle, Roadside Environmental
David Baker, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
Staff Report
Project Num: 20061468
Name: NCDOT- SR 1239
County: Burke
Location: Shooks Creek Glen Alpine
Latitude: +35°47'48"
SW Plan Location:
Owner: NC DOT Division 13
Contact Person: Tippett, Lyndo
Inspection Date: 09/19/2006
Reason for Inspection: Routine
On-Site Representative(s):
Primary Inspector: Michael R Parker
Secondary Inspector(s):
Phone: [phone]
Question Areas:
E Site Visit
Inspection Summary:
NCDOT is proposing to grade widen and pave NCSR 1239 in Burke County. DOT proposes to extend two (2) existing culverts by a
total of 55 linear feet and replace an existing bridge with a bottomless arch culvert, with construction of a temporary bridge and
dewatering. Trout were observed in the stream at the bridge removal site.
It is recommended that WQ Certification Nos. 3404 and 3366 be issued.
The 401 Certification was issued on September 25, 2006.
Version: 1 Status: Received
Project Type: Road maintenance/repair/improvements
Region: Asheville
Longitude: -81 °53'42"
Title:
Phone:
Entry Time: 10:25 AM Exit Time: 11:05 AM
Inspection Type: Staff Report
Page: 1
Project Num: 20061468 Owner: NC DOT Division 13
Inspection Date: 09/19/2006 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: ? 0 ? ?
# 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

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
September 5, 2006
Mr. David Baker
US Army Corps of Engineers
151 Patton Avenue, Room 208 061468
Asheville, NC 28801-5006
Subject: Nationwide Permits #14 & # 33
SR 1239, Parks Drive
State Project No. 13C.012016 (DWQ Minor Permit Fee $200)
Burke County, NC
Dear Mr. Baker:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14 & #33, and a vicinity map relative to the proposed project on S.R. 1239, Parks
Drive, Burke County, NC.
Parks Drive is currently a 14-16 feet wide gravel road. Division of Highways plans to
pave the road 18 feet wide and increase the typical section. Grading will be light.
We propose to extend two (2) pipe culverts and replace bridge # 293 with a bottomless
aluminum arch structure. During the replacement of bridge #293, a temporary bridge
will be constructed on the downstream side of the bridge.
One pipe culvert will be extended on an Unnamed Tributary (UT) to Shooks Creek. The
second pipe culvert will be extended on Sandy Branch. Bridge # 293 is loctaed on
Shooks Creek. Total culvert extensions will be 55 linear feet. Additionally, there will be
50 feet of temporary impacts associated with the replacement of bridge # 293.
The UT of Shooks Creek, at Site 1, is an approximately 3 foot wide creek with riffle/pool
habitats, cobblestone substrate, and bed/bank features. Shooks Creek at Site 2 is an
approximately 5 foot wide creek with riffle/pool habitats, cobblestone substrate, and
bed/bank features. Sandy Branch, at Site 3, is an approximately 5 foot wide creek with
riffle/pool habitats, cobblestone substrate, and bed/bank features.
Mr. David Baker
Page -2 SR 1239, Burke County
September 5, 2006
No stream relocation will be performed for the project. Existing channel morphology
will be maintained upstream and downstream of the culverts. The culverts will be placed
below existing streambed elevation. Riparian vegetation will be reestablished along
disturbed areas associated with the culvert extensions. Stormwater will be diverted
through grass-lined ditches or vegetated buffers prior to entering streams.
No effect on federally listed species (threatened or endangered) or their habitats is
anticipated.
As a part of the 401 Certification process, a copy of the application will be forwarded to
the NC State Historic Preservation Office as required by Section 106 of the National
Historic Preservation Act of 1966 and GS 121-12(a).
By copy of this letter, we request Ron Linville, North Carolina Wildlife Resources
Commission Coordinator, to comment directly to the Corps concerning the permit
request.
By copy of this letter, we are asking Ed Ingle, Area Roadside Field Operations Engineer,
to comment on the above project. The streams are classified as Class C-Trout; however,
a buffer variance will not be required since the stream crossings are perpendicular. The
remainder of the project will not encroach on the 25-foot trout buffer.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Brian Wrenn, NC Division of Water Quality, 401/Wetland Unit and an additional copy to
Mike Parker, NC DWQ Asheville Regional Office for review and comment. Please
charge the application processing fee of $200.00 to WBS element # 13C.012016. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Since
Paul G. Wiesner
Division 13 Environmental Specialist
Enclosures
cc: J.J. Swain, Jr., P.E.
D.R. McNeal, P.E.
Ed Ingle
Ron Linville
Brian Wrenn
Mike Parker
Office Use Only: Form Version March 05
2 0 0 6 1 4 6 8
USACE Action ID No. DWQ No.
(If any particular item is not applicable to tms project, please enter 1VUL r,PPuUavie v, PUl1 .)
1. 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: NWP 14, NWP 33
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: ?
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: J.J. Swain Jr., P.E., Division Engineer
Mailing Address: NC Department of Transportation
P.O. Box 3279
Asheville, NC 28802
Telephone Number: 828-251-6171 Fax Number: 828-251-6394
E-mail Address: pwiesneradot.state.nc.us
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.) N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 9
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 1239, Parks Drive
2. T.I.P. Project Number or State Project Number (NCDOT Only): 13C.012016
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Burke Nearest Town: Glen Alpine
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From the town of Nebo
take NC Highway 126 east into Burke County. Continue on NC Highway 126 east until you
reach Parks Drive on the left hand side just before the Linville River Bridge.
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° 47'45.88"N 81053'41.14"W
Site 2: 35° 47' 48.22" N 81° 53' 42.90" W
Site 3: 35° 47' 48.37" N 81° 53' 52.38" W
6. Property size (acres): 3.10-Acres
7. Name of nearest receiving body of water: Shooks Creek (Class C-Tr)
8. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httj://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 9
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is an existing gravel road. Surrounding properties
areagricultural and residential land
10. Describe the overall project in detail, including the type of equipment to be used: We
propose to grade drain base pave and install erosion control measures for SR 1239-Parks
Drive Additionally, we will replace bridge #293 and install a temporary bridge during
construction The equipment to be utilized includes an excavator, backhoe, and trucks.
11. Explain the purpose of the proposed work: We propose to grade, drain, base, pave and
install erosion control measures for SR 1239-Parks Drive. We propose to extend two (2) pipe
culverts and replace bridge # 293 with a bottomless aluminum arch structure. During the
replacement of bridge #293 a temporary bridge will be constructed on the downstream side
of the bridge One culvert will be extended on an UT of Shooks Creek and the second
culvert will be extended on Sandy Branch. Bridge #293 is located on Shooks Creek. Total
culvert extensions will be 55 linear feet. Additionally, there will be 50 feet of temporary
impacts associated with the replacement of bridge # 293. The culverts, bottomless aluminum
arch structure and temporary bridge will be installed to insure aquatic life passage within the
streams.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No no future plans
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
Page 3 of 9
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:- We propose to extend two (2) pipe
culverts and replace bridge # 293 with a bottomless aluminum arch structure. During the
replacement of bridge #293 a temporary bridge will be constructed on the downstream side
of the bridge One pipe culvert will be extended on an Unnamed Tributary (UT) to Shooks
Creek The second pipe culvert will be extended on Sandy Branch. Bridge # 293 is located
on Shooks Creek Total culvert extensions will be 55 linear feet. Additionally, there will be
50 feet of temporary impacts associated with the replacement of bridge # 293.
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
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0
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.
Page 4 of 9
Stream Impact Average Impact Area of
Number Stream Name Type of Impact Intermittent? t?
ittent Stream Width Length Impact
indicate on ma . Before Impact linear feet acres
Site 1 (13+50) UT of Shooks
Creek Pipe Culvert
Fxtension Perennial
3' 30' 0.002
Temporary impacts
for bridge
Site 2 (16+50) Shooks Creek replacement and Perennial 5' 50' 0.006
dewatering
activities
Site 3 (24+00) Sandy Branch Pipe Culvert Perennial
' 25' 0.0029
Extension 5

Total Stream Impact (by length and acreage) 105' 0.0109
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 ma Name Waterbody
(if applicable) e)
ap
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act acres : 0.0109
Wetland Impact acres : 0.0
Open Water Impact acres : 0.0
Total Impact to Waters of the U.S. acres 0.0109
Total Stream Impact linear feet : 105'
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 USAGE.
Page 5 of 9
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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. The existing secondaLy road
and bridge must be improved to meet current safety standards for paved roads. The pipe culvert
extensions requested are the minimum necessary to establish an appropriate typical section for
the roadway. The temporary impacts are the minimum necessary to replace the existing
structure. Riparian vegetation will be established on disturbed areas associated with the project
construction.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 6 of 9
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
httli://h2o.enr.state.nc.us/ncwetiands/strmgide.htm].
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.
We do not feel that mitigation is warranted due to the minimal impacts of the pine culvert
extensions and temporary impacts associated with the bridge replacement. Additionally,
paving of the roadway should eliminate sedimentation from fines associated with gravel
roadway.
If required we propose to utilize the Ecosystem Enhancement Program (EEP) for the
mitigation requirements for the proposed impacts. NCDOT will be coordinating with the
EEP to obtain the appropriate mitigation credits if required.
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/wip/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 7 of 9
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 ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) - N/A
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 02B.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
I Impact I Required
Zone* --_ I
-,? Multiplier XA ;,,.,.,,..,
1 3 (2 for Catawba)
2 1.5
Total
* Zone I 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.
XI. 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. The existing compacted gravel roadway acts as
an impervious surface. Paving of the roadway should eliminate sedimentation from fines
Page 8 of 9
associated with gravel surface treatment. The roadway surface will be 40% of right of wav
acreage Stormwater will be diverted through settling basins or grass lined buffers prior to
entering the streams
XII. 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
XIII. 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
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstrearn 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.ne.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
With regard to hazardous spill basins, the road is not classified as an arterial route; therefore
hazardous spill basins are not required.

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
081 ° 55'0.00'W, - 081 ° 54'0.00'W 081- 53'i 0.00' W,
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081- 55' 0.00" W '081- 54' 0.00' W 681 ° 53', 0.00'
Name: ASHFORD Location: 035° 47'39.18" N 081 ° 53'41.35" W
Date: 9/5/2006 Caption: S.R. 1239, Parks Drive, Burke County, North Carolina
Scale: 1 inch equals 2000 feet
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Photos: Site 1 : Pipe Culvert Extension - SR 1239, Burke County, NC.
Photo 1: A view of the upstream section.
Photo 2: A view of the downstream section.
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Photos: Site 2: Bridge Replacement and Temporary Bridge - SR 1239, Burke
Photo 1: A view of the upstream section.
Photo 2: A view of the downstream section.
Photos: Site 3: Pipe Culvert Extension - SR 1239, Burke County, NC.
Photo 1: A view of the upstream section.
Photo 2: A view of the downstream section.
i
s I I
SECONDARY ROAD PAVING PROJECT
SHEET 1 OF 15
COUNTY: Burke
TOWNSHIP: Linville
PROJECT: SR 1239, Parks Dr. LENGTH: 2,984 feet, 0.57 miles
WORK TYPE: grade, drain, base, pave, erosion control
RURAL PRIORITY #:
LOCATION: From NC. 126, thence west for 0.57 miles SUBDIRESID. PRIORITY #:
WBS ELEMENT NO: 13C. CONSTRUCTION W. O. NO.
DATE: 2/6/2006 /2 06 SCALE: 1"=50'
DRAWN BY: D.G.M.
NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM
1. Assigned right of way agent needs to verify all property owners. Property owners shown on
the straight line diagram are taken from tax maps only.
2. Fences to be moved off the right of way and reset off right of way by the Department of
Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property
owner.
3. Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is
within 20 feet of proposed centerline. See any exceptions on straight line diagram.
4. Driveway pipes to be furnished and installed as needed by Department of Transportation
crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by
Department of Transportation as needed during construction. Property owners to supply
all materials and release Department of Transportation from any liability.
6. Underground utility lines to be located by owner. Lines to be adjusted by owner as needed,
otherwise retain.
7. Note proposed right of way markers shown on straight line diagram. .
8. Please inform property owners that cuts and fills could exceed proposed right of way.
9. The erosion plan should be used for erosion control purposes only.

Page 1
SR 1239. PARKS DR. SHEET_ _OF 15
BURKE COUNTY
TYPICAL SECTION
R k 45' R/W
A. FILL SLOPE 2 :1 ABC COMPACTED
B. SHOULDER SLOPE 1' PER FT. ABC LOOSE
C. DITCH SLOPE 3 :1 TONS (DRIVES)
0. CUT SLOPE 1%:1 STONE BY
- TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)

SHEET _, OF 5
FULL
SUPERELEVATION
FULL SUPERELEVATION
SECTION - EE
2/3
SUPERELEVATION
2/3 SUPERELEvATION
P. C. OR P. T.
SECTION - DD
SUPERELEVATION =
NORMAL CROWN NORMAL CROWN
SECTION - CC
LEVEL NORMAL CROWN
SECTION - BB
NORMAL CROWN NORMAL CROWN
SECTION - AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally, 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum superelevation is +.06 -.06, the superelevation
at the point of curve or point of tangent is +.04 -.04
.06 X 2/3 =.04
Superelevation for' 18' Pavement
.02 0.4' E.P. to E.P.
.04 0.7' E.P. to E.P.
.06 1.1' E.P. to E.P.
•08 1.4' E.P. to E.P.
Normal Crown - 0.2
Sheet 4 of 15
EROSION CONTROL PLAN SHEET
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary silt basins shall be installed before clearing and
grubbing begins.
Silt fences and temporary silt ditches shall be installed after
clearing and before grading.
Temporary stone ditch checks shall be installed as soon as
ditch line is established.
Pipe outlet and inlet protection will be done as soon as the
pipe is installed.
Seeding and other permanent erosion control measures are
to be implemented as soon as practical.
Temporary rock silt checks (type B) will be spaced as required
by percent of grade as described on page VI-16 in the Erosion
And Sedimentation Guidelines.
No. 5 stone, or equivalent, will be used in conjunction with
temporary rock silt check Type-B in locations where water is
leaving the project or entering a pipe.
Silt basin size is 9'x3'x2' for 75 feet of disturbed ditch line unless otherwise
noted.
Silt basin (Type B) are designed for 1800 cubic feet per acre every storm event
and cleaned out when half full.
Per permit conditions for Corps of Engineers and the Wildlife Resources
Commission, all pipes in streams must be buried 12" below streambed elevation.
Sheet 5 of 15
PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screen will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from project.
3) Prepare pipe foundation while again taking care to limit, as much as possible
material and sediment from entering the stream and/or escaping from project.
Where possible, new grade will be below existing streambed. If needed,
bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
6) Establish permanent vegetation as soon as possible.
DESIGN FOR SILT BASIN SHEET -E-OF .L5--
1800 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
2'
y-
SILT BASIN - 1
(S.B.7 )
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2' 4-
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2' 2f,
SILT BASIN - 3
(S. B. 21 )
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2 •2B,
SILT BASIN - 4
(S. B. 28 )
SILT BASIN - 2
(S. B. 14 )
EROSION. CONTROL '"`E`=°`-
DETAILS AND
SPECIFICATIONS
afL-u
1630.03
1630.05
1605.01
1622.01
1630.01
1630.02
1633.01
1633.02
1634.01
1634.02
1635.01
1635.02
1636.01
D .s .ri ion
Temporary Silt Ditch

Temporary Diversion

Temporary Silt Fence

Temporary Slope Drain

Silt Basin Type A

Silt Basin Type B

Temporary Rock Silt Check Type A -
Temporary Rock Silt Check Type B -
Temporary Rock Sediment Dam Type A -
Temporary Rock Sediment Dam Type B -
Rock Pipe Inlet Sediment Trap Type A -
Rock Pipe Inlet Sediment Trap Type B -
Rock Silt Screen
1630.04 Stilling Basin
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1632.02

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Pipe Outlet Energy Disipator
Ditch Liner
Pipe Outlet or Inlet Stabilization D
Environmentally Sensitive Area - L/ =
SHEET 8 OF 15
ROCK SILT CHECKS - OUTLET OF PIPE
(WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETER
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
V.
5'
I
18' CSP
RR 18
MIN.
6'
XI TIN T 'H 7
24' CSP
RR 24
8N.
EXISTING DITCH I?rjl{??•', 7.5'
30' CSP
RR 30
MIN.
44r'-.
EXISTING DITCH "li' 91
,rtul
91
36' CSP
RR 36
MIN.
II'
10.5'
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42' CSP
RR 42
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48' CSP
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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
STD # DESCRIPTION
245.03 TEMPORARY SILT DITCH
245.05 TEMPORARY DIVERSION ---------------------------------------------- ---TD -.--
893.01- TEMPORARY SILT FENCE ---------------------------------------------
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TEMPORARY SLOPE DRAIN WITH EARTH BERM -------------------I
SILT BASIN TYPE A ---------------------------------------------------------=- -- - fl
SILT BASIN TYPE B ------------------------ -.......................................
TEMPORARY ROCK SILT CHECK TYPE A
TEMPORARY ROCK SILT CHECK TYPE B ------- • -•--------------------- -D-
TEMPORARY ROCK SEDIMENT DAM TYPE A- ......... ------ -
TEMPORARY ROCK SEDIMENT DAM TYPE B ------•------•----------•
ROCK PIPE INLET PROTECTION --------------------•----•---------------•-- .vc4?.
ROCK SILT SCREEN ----------------------------------------------------------------
......................................................................®
STILLING BASIN
SPECIAL SEDIMENT CONTROL FENCE
------------------------------------------------------------------ J J J RR
RIP RAP:-
DITCH LINER •---------------`-------------------------------------------
ENYIRONMENTALLY SENSITIVE AREA-
PIPE OUTLET ENERGY DISSAPATOR---------------------------------- =----
EROSION CONTROL MATTING ----------------------------------• ECM -
FIBER GLASS ROVING ------------------------------------------------- FGR -
SILT CHECK DAM TYPE--A -------------------------------------------------------
--------------------------------
SILT CHECK DAM TYl'E--8-----------------------
STATE OF NORTH CAROLINA
DIVISION .OF HIGHWAYS
CONVENTIONAL SYMBOLS
Culvert ----------------------------------------------------
Fence ------------------ --------------------------------
Guardrail -------------------------------------------------
Stream or Body of Water ---------- -------
Flow Arrow ------ ------------------- -------------------?-
Spring -- - ---- - -
Exist. Pole -------------------------------------- -
Exist. Power Pole
Exist. Telephone Pole -------------_____-_______??
Exist. Joint Use Pole -----------------------------------
Telephone Pedestal --------=--- ' --------------___-_____
Cable TV Pedestal --------------------------- -------______
Exist. Water Valve
Sewer Clean Out --------__________
Power Manhole ------------_-____M_ __-?_??_
Water Manhole ---------- --------- ---------------------
Light Pole -----------
Gas Valve -- -----------------__-_-_-?_-_ -___
Telephone Manhole
Power Transformer ------- ----------------__-_________
Sanitary Sewer Manhole
Storm Sewer Manhole ------------------__?__-______
Water' Line -=-----------
P ro p e rty Line ----------------------- ------------------
Property Line Symbole ' -------------------- ----------- ----
Exist. Iron Pin --------------------------------------------
Property Monument -------------------------------------
Well ---------- ------------ ------- -------- ---------- ------------
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Erosion Control Schedule
• Install erosion control measures according to plans in all outlets and at
other discharge points after clearing but before grubbing.
• Clear and clean outfall ditches leaving sideslopes at an angle that can be
retained by vegetation. These areas will require stage seeding and mulching.
Begin grading of roadway ditches. Place erosion control measures'along
roadway ditches as grading progresses and conditions allow.
• Seed and mulch all disturbed areas as soon as any phase of grading is
completed. (Note there are 15 working.days/30 calendar days to complete
seeding and mulching. A working day is defined as a day-exclusive of
Saturday or Sunday during which weather conditions or soil conditions permit
land-disturbing activity.)
• Clean out and/or rework all temporary erosion control measures after any
significant rainfall event (or as otherwise needed). These measures should be
maintained until a permanent vegetative cover is established.
Wet Pipe Installation Schedule
• Install erosion control devices.
• Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
• Prepare pipe foundation. while taking care to limit material and sediment
from.entering the stream and/or escaping from the project. Where possible
new grade should be below the existing streambed. If needed, bedding
material will be clean stone (especially in Trout and HQW waters).
• Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
0 Establish permanent vegetation as soon as possible.
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SR. 1239, Parks Dr.: Begin project at survey station 0+00
in the center of NC. 126, 2.5 miles westerly of SR. 1254,
?--?-- thence in a westerly direction for a distance of 2,984 feet,
0.57 miles, to the end of project at survey station 29+84
in the center of SR. 1239.
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