20071209 Ver 1_Application_20070612

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STATE of NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION -R~~~r,
MICHAEL F. EASLEY LYNDO TIPPETT ~~'
GOVERNOR
SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
July 10, 2007
Mr. David Baker O n
US Army Corps of Engineers ! ~ (~
151 Patton Avenue, Room 208 V
Asheville, NC 28801-5006
Subject: Nationwide Permits #14
Culvert 2190, SR 1761, Old NC 10
State Project No. 13B.4201211 (DWQ Minor Permit Fee $200)
Burke County, NC
Dear Mr. Baker:
I have enclosed astraight-line diagram with erosion control plan, a PCN application for
NWP #14, and a vicinity map relative to the proposed project on SR 1761, Old NC 10,
Burke County, NC.
Old NC 10 is currently a 20-foot wide paved road. Division of Highways plans to widen
the road to provide a new access to an existing school. Grading will be light.
We propose to replace a concrete box culvert with an azch pipe with headwalls on an UT
to Drowning Creek. Total new culvert impact will be 14 linear feet. Impervious dikes
will be used to pump the stream azound the work area. The UT is approximately 4-foot
wide stream with run/pool habitats and sand/gravel substrate. Bed/bank features are
prominent.
No stream relocation will be performed for the project. Existing channel morphology
will be maintained upstream and downstream of the culverts. The culvert will be placed
below existing streambed elevation, if possible. Riparian vegetation will be reestablished
along disturbed azeas associated with the culvert extensions. Stormwater will be diverted
through grass-lined ditches or vegetated buffers prior to entering streams.

Mr. David Baker
Page -2 SR 1761, Burke County
July 10, 2007
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 forwazded 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 stream is classified as WS-IV and is not classified
as trout. A buffer variance will not be required.
By copy of this letter, I am forwarding four (4) copies of the application package to Brian
Wrenn, NC Division of Water Quality, 401/Wetland Unit and an additional copy to Mike
Pazker, NC DWQ Asheville Regional Office for review and comment. Please chazge the
application fee of $200.00 to WBS element # 13B.201211. 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].
Sincerely,
'~.
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: J.J. Swain, Jr., P.E.
Garry L. Moore
Ed Ingle, CPESC
Ron Linville
Brian Wrenn
Mike Pazker

Office Use Only: Form Version March OS
22U4v~ r 7 ~ ~ ~2v~y9
USACE Action ID No. DWQ No,
(If any particular item is not appiicabie to this project, please enter ~~tvoc t~ppncaoie or i~ir+ .~
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: 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: rdbry~dot 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.) NIA
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 cleazly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no lazger 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: Culvert 2190 SR 1761 Old NC 10
2. T.I.P. Project Number or State Project Number (NCDOT Only): 13B.201211
3. Property Identification Number (Tax P1N): N/A
4. Location
County: Burke Nearest Town: Icard
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmazks, etc.): From Asheville, take I-40
East to Exit 116 then take SR 1761 east for 0.1 mile.
5. Site coordinates (For lineaz 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 : 35° 43' 1.50" N 81° 27' 52.99 W
6. Property size (acres): 0.1-Acres
7. Name of nearest receiving body of water: UT to Drowning Creek (WS-IV)
8. River Basin: Catawba
(Note -this must be one of North Cazolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is an existin~,_naved road.
10. Describe the overall project in detail, including the type of equipmentSo be used: We
propose to extend an replace an existing culvert on an UT to Drowning Creek to allow
Page 2 of 9

construction of a turn lane for a new school access The equipment to be utilized includes an
excavator backhoe and trucks.
11. Explain the purpose of the proposed work: We proQose to r~lace a 46'(6'x6') concrete box
culvert with a 60'(112"x75") arch pipe with headwalls The pipe is necessary to allow
construction of a turn lane for a new school access road. Headwall and endwall will be
constructed to minimize impcacts Total culvert extension will be 141ineaz feet. The stream
will be diverted with an impervious dike during construction The culvert 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
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 cleazly 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 aze 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.
Page 3 of 9

1. Provide a written description of the proposed impacts: We propose to replace one box culvert
with an arch Qpe on an UT to Drowning Creek The existing culvert (46') will be replaced
with a 60' arch ape for a total impact of 14 feet
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, mazsh,
herbaceous, bog, etc.) Located within
100-yeaz
Floodplain
es/no Distance to
Nearest
Stream
lineaz 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.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
lineaz feet Area of
Impact
(acres)
Culvert 2190 UT to Drowning Arch Pipe Perennial 4, 14 0.0013

Culvert 2190 UT to Drowning
Creek
Dewatering
Perennial '
70
0.0064

Page 4 of 9

Total Stream Impact (by length and acreage) ~~ ~•~~~
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 of Waterbody

(if applicable)
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 im act to all Waters of the U.S. resultin from the ro'ect:
Stream Im act (acres): 0.0077
Wetland Im act (acres): 0.0
n Water Im act (acres): 0.0
Total Im act to Waters of the U.S. (acres) 0.0077
Total Tem Stream Im act (linear feet 70
Total Permanent Stream Im act (linear feet): 14
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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:
Page 5 of 9

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_paved road must
be widened to provide access to a school facility The pipe culvert extension requested is the
minimum necessary to establish an appropriate typical section for the proposed access. 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.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http •//h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/Iinear 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.
Page 6 of 9

We do not feel that mitigation is warranted due to the minimal impacts of the nine culvert
extension use of headwall to minimize impacts and the low quality of the existing stream.
If required we propose to utilize the Ecosystem Enhancement Program (EEP) for the
mitigation requirements for the proposed impacts NCDOT will be coordinatm~ 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/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-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 (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
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.
Page 7 of 9

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? 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 multi liers.
Impact Required
Zone* ,__.,,,_„ ~ „~~ Multiplier Mit;oatinn
3 (2 for Catawba)
1.5
Total ~ ~ ~ I
* Zone 1 extends out 30 feet perpendiculaz from the top of the neaz bank of channel; Zone 2 extends an
additiona120 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 1 SA NCAC 2B .0242 or .0244, or .026Q.
XI. 5tormwater (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_paved road acts as an impervious
surface The roadway surface will be increased by 30% within the localized area of the turn
lanes 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 dischazge) 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 (1 SA NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
Page 8 of 9

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 downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http•//h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
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 recLuired
7 ~o
Appli nt/Agent's Signature l PSate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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081 30' 0. " 128' 0. ° 1 25 0.
Name: LONGVIEW Location: 035° 42' 02.96" N 081° 27' 16.69" W
Date: 6/42007 Caption: Burke County Culvert #2190 6x6 concrete cuMert to be replaced '
Scale: 1 inch equals 4000 feet a 112'k75" CMPA With Headwall
Copyright (C)1998, Maptech, Inc.

Figure 1. Culvert 2190, UT to Drowning Creek, upstream (upper) and downstream (lower) of
culvert, Burke County, IYC.

N.C. DEPARTMENT OF T~SPORTATION
DIVISION OF HIGHWAYS
CULVERT REPLACEMENT SURVEY
SUBJECT: SR 1761 OLD NC 10
LOCATION: Begin at junction I-40 and SR 1761 and continue in a southerly
direction for .2 miles.
WORK TYPE: Replace 6'x6' box culvert with 112"x75"
CMPA with headwalls. LSc ado % -~-~, /~„ ~
WORK ORDER: J 3 ~. ~ o~ ~ ~ 1
COUNTY: Burke
DATE: 06/04/07
NOTES: 50' PJW
Unnamed Tributary to Drowning Creek
Water: Class; W5 IV PREPARED BY: Troy Wilson
50' 0"
RIGHT OF WAY
CENTERLINE
I ins ins I ~~
I ASPHALT 'PAVEMENT I
SHOULDER ~ SHOULDER
a
DrfCH
•~
MAX SLOPE
FILL 1 vz: l
CUT 1:1

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
STD # DESCRIPTION
245.03 TEMPORARY SILT DITCH ----------------------------------•----------- TSO
245.05 TEMPORARY DIYERSION •--------------------------• ------...--------- -r--ro --~.
893.01 TEMPORARY SILT FENCE --------------------------- ----------------~. - ~~~ ~ ~~~
890.05 -- TEMPORARY
. SLOPE DRAIN WITH EARTH BERM -------------------~

245.01 • ..
SILT BASIN •-------------------------------=------------------------=----• -EO
TYPE A .
245.02 SILT BASIN TYPE B ----------------------------------= ----------•-----..__........
892.04 TEMPORARY ROCK SILT CHECK TYPE A -- •-------------•-------------
895.i0 TEMPORARY ROCK SILT CHECK TYPE B-- ---•-------------•-•------•---
892.01 TEMPORARY ROCK SEDIMENT DAM TYPE A ------••-•-------------~
892,02 TEMPORARY... ROCK SEDIMENT DAM 'HYPE B -----------------•------•
897.01 ~ ROCK PIPE INLET PROTECTION .............................................~-
894.01 ROCK SILT SCREEN •--------------=--------------=-------------=-----•------------- ~
245.04 ~ STILLING BASIN ...-------••----------------------•-------.:....-----------..........-®
SPECIAL SEDIMENT' CONTROL FENCE ~
868.01 '; RIP RAP.. -- - ~-~ .~- J J J RR •
DITCH LINER ---------------='-----=------......---------------------....
..
ENVIRONMENTALLY SENSITIVE AREk---------------------------'~=~~~
PIPE OUTLET ENERGY DISSAPATOR----------------------------------~=---- . ~~.
EROSION CONTROL MATTING ----------•-----------------------• EcM -
-----------------•-----------------•-----.;.._... FGR -
FIBER GLASS ROVING
SILT CHECK DAM 'f~FR~.,A~--------------------------------------------•---------•O
SILT CHECK DAM TYff--B-.

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
Culvert -------__~~______~_~__________~__~_____~w__
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 -------___~~_~_______.._____r._~_~_
Water Manhole ----------------------------------------------
_________M~~_____________________~_~~___~
Light Pole -
Gas Valve ----- --------------------------------------------
;;
Telephone Manho{e - -------------_~.._~___ ~__~
Power ~'ransformer
Sanitary Sewer Manhole ----- ----------_____
Storm Sewer Manhole ----__~_~~____~__~~~______
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Water Line ------------------------------------------------~-_
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Property 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 side slopes 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 21 calendar days to complete seeding and
mulching).
• 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 and measures.
• Dewater work area.
• 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, as much as
possible, material and sediment from entering the stream and / or
escaping from the project. Where possible new grade should be
below the existing streambed (follow specifications). 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.
• Establish permanent vegetation as soon as possible.

NC Department of Transportation
Division of Highways
Highway Building
1 S. Wilmington Street
Raleigh, NC 27601
SUBJECT ~'QSEdN ~U~J~~L PROJECT JJ~U£JcT ~tRc~,M~~?
~WUQkE COUNTY
PREPARED BY~'u W~~so'+ G~5 tf7
DATE_~STATION
CHECKED BY DATE STR NO SHEET_OF
SD-01 DOT #161003399

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