20070643 Ver 1_Application_20070411

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STATE OF NORTH CAROLINA ~`~~~.~ , ~~~. `~ ~ ~~
DEPART'MEN'T OF TRANSPORTATION ~~ ~ ,
1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 L~,~~YND'Qf~{7'''gIPPETT
MICHAEL F. EASLEY SECRETARY
GOVERNOR

~'

Apri13, 2007
Ms. Sue Homewood
NC DENR Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
(One Color Copy)
Mr. Andy Williams
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina. 2761
(Two Copies)
07064.3
SUBJECT: Alamance County, Replacement of culvert (P-295) on Greensboro-Chapel Hill Rd
(SR1005) crossing an unnamed tributary of Cane Creek State Project Number:
7B.200114.13
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace two CM Pipes on
Greensboro-Chapel Hill Rd (SR 1005). The existing pipes are failing due to bottoms of pipes- rusting
out. Replacement is necessary in order to reduce fixture maintenance needs and increase traffic safety.
This activity will result in temporary impacts to an UT of Cane Creek. Permanent linear stream
impacts are not anticipated since the length of the proposed pipe will be shorter than the existing
pipes. The utilization of headwalls should also eliminate the need for riprap The NCDOT anticipates
that the pipe replacement activity will be authorized under Nationwide Permit (NWP) 3 and 33. This
application is intended as a request for Nationwides 3 and 33 from the US Army Corps of Engineers.
We aze also providing a courtesy notification to NC Division of Water Quality to replace the pipes
under General Water Quality Certificate # 3494 (NWP 3) and notification under #3366 (NWP 33).
The following information is being provided to satisfy Condition 1 of General Water Quality
Certificate # 3494 and #3366.
PHONE [phone] FAX [phone]

PROJECT INFORMATION
Road Name SR Number Project Length
miles Classification
Greensboro-Chapel
Hill Rd P-295 SR 1005 N/A Rural
River Basin: DWQ
ID Water Quality
I)esi tion % Impervious Surface
Ca a Fear 16-28 C; NSW N/A
Buffer Rulesa Buffer Rule Conditions where a licable)
No Not A licable
Protected Species
Presentb Mapped Historic
Pro rties° CAMA
AEC Essential Fishery
Habitat
No No No No
° Separate documentation attached as needed: See the attached Endangered Species Review Sheet for further
information: `When Applicable -See the attached Historic Review Letter for further information
PIPE REPLACEMENT INFORMATION
Site N/A Stream Type Perennial
Station
Existing Pipe 2 @ 63'6" long X 120" diameter Proposed 1 @ 56' L X 19' S" X
Pipe 11' 11 "Diameter plus
headwalls
Construction Pump Around Dewatering ABC Aggregate or Sheet
Method Device* Piles
Burial Depth One foot E/C Plan See Attached
Date
Construction As soon as practicable Duration 15 days
Date
Impacts (ft.) Olin. ft-enclosure; O if-rip-rap shoreline stabilization ;Approx. 50 sq. ft -
tem or im acts durin dewaterin
Special
Conditions
Restoration Within 15 working days of the of the pipe replacement the natural stream
Plan contours will be restored and seeded. Temporary silt screens placed along
shoreline will be cleaned and removed followin ve etation establishment.
RCP =reinforced concrete pipe; CMP =Corrugated metal pipe; CMPA =Corrugated metal pipe arch; E/C =
Erosion control. *A less intrusive dewatering device maybe used in lieu of the one proposed.
-2-

MINIMIZATI®N INFOItMATI®N
Impacts will be minimised by strict enforcement of Best Management Practices for the protection of
surface waters and wetlands, restrictions against the staging of equipment in or adjacent to waters of
the US, and coordination (including apre-construction meeting) with the Division Environmental
Officer.
MITIGATION INFORMATI®N
Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet
Wetland mitigation is not anticipated, as wetland impacts do not exceed 0.10 acres and do not occur
in a unique natural wetland.
APPLICATION INFORMATION
Enclosed please find the Pre-consh~uction Notification Form and supporting documentation for the
above referenced project. If you have any questions or need any additional information, please
contact Dennis Johnson at [phone] or Jerry Parker at [phone]. Your time and effort
are appreciated.
Sincerely,
~ - ~~~ I~ ~
. J.M. Mills, P.E.
Division Engineer, Division 7
cc: Mr. Jerry Parker, Division Environmental Officer
Mr. Chuck Edwards, District Engineer
Mr. Dennis Johnson, Bridge Maintenance Engineer
Mr. Mike Venable, County Maintenance Engineer-
Mr. Barry Harrington, Area Roadside Field Operations Engineer
Wetlands/~401 Unit NCDENR DWQ Raleigh
-3-

office USe oIIly' Form Version October 2001
USACE Action ID No. DWQ No.
If any particulaz item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
^ Section 10 Permit
® 401 Water Quality Certification
^ Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3 & 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII -Mitigation), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Mr J M Mills P E Division Engineer -Division 7
Mailing Address: P O Box 14996
Greensboro NC 27415
Telephone Number: (336) 3343192 Fax Number:~336) 334-3673
E-mail Address: mmills~a dot state nc us
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: Jerry Parker
Company Affiliation: NCDOT -Division 7
Mailing Address: 1584 Yanceyville Street
Greensboro NC 27415
Telephone Number: X336) 256-2063 Fax Number: [phone]
E-mail Address: jparkerna dot state nc us
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. Phan 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: Greensboro-Chapel Hill Road (SR 1005Z~P-295)
2. T.LP. Project Number or State Project Number (1VCDOT Only):#7B.200114.13 {non-TIP)
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Alamance Nearest Town:. _ Snow Camp .
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From I-85/40 take Exit 147 and
head south on NC 87 for approximately six miles to Snow CampRoad. Turn right on Snow
Camp Road and continue approximately six miles to Greensboro-Chapel Hill Rd (SR 1005
Turn left and go approximately one miles to the site.
5. Site coordinates, if available (IJTM or Lat/Long): See the attached USGS map:.
(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. Describe the existing land use or condition of the site at the time of this application:
Rural Forest and agricuturall with few residences.
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Cane Creek
9. River Basin: Cape Fear
Page 2 of 9

(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htt~~//h~o enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: To replace structurallly deficient pipe culverts
to improve traffic safetXand bring the road up to current construction standards.
11. List the type of equipment to be used to construct the project: Road construction
e uinment trackhoe ~~rader backhoe and bulldozer)
12. Describe the land use in the vicinity of this project: Forest and rural farmland with some
residences.
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 Plaus
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
N/A
VI. Proposed Impacts to Waters of the [Ja~ited 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
Page 3 of 9

mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a sepazate sheet.
1. No new stream impacts aze anticipated Temporary stream impacts will result from the
placement of cofferdams and siltscreens.
2. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

_~~__ ~,~
* List each impact separately and identify temporary impacts. Impacts tnctuoe, but aze not urmtea to: mecna~uzcu c-cxnug, ~auuig, .,«,
excavation, flooding, 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 FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://~4~~~•.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
leases eci
Greensboro
Chapel hill Rd
Ptpe replacement 0 ft(en)
SOsf(tmp)
Oft r
UT to Cane Creek
15 to 25 ft
Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not ltrmted to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-.rap, crib wall, 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
** 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
w~lw.us~s.~ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., w«~~.tonozone.com,
~~m~w.mapquest.com, etc.).
Page 4 of 9

*Cumulative impacts (linear distance in feet) to all streams on site: Project should involve no
increase in stream enclosure. -enclosure (en). 0
ternpora~ (tmp.~ sandbags rock silt dams and/or sheet piles in streams---approximately 50 sf
reran (rp) permanent placement of riprap at each end of pines ---approximately O if total
4. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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,
ba ,ocean, etc.
N/A

* List each impact sepazately 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 (Avofdance and Minimization)
VIII. Spec~cally 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
Culvert replacement activities are necessary to maintain traffic safety. Impacts will be
minimized by strict enforcement of Best Management Practices for the protection of wetland and
surface waters restrictions against the staging of equipment in or adjacent to waters of the US,
and coordination (including apre-construction meeting) with the Division Environmental
Officer.
Page 5 of 9

~. 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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment aze 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 NCWRP 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.eiu 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 snap, 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.
A findin og~~ f insignificant impact is anticipated• therefore a mitigation plan is not provided
Cumulative impacts are less than 150 feet. The maximum amount of impact to a single
stream is a,.pproximately zero linear feet No Outstanding Resource Waters, federally
protected species or their habitats or essential fishery habitats occur in the project area. This
project is not located in a High Quality Water area.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the' review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
Page 6 of 9

process for the NCWRP, check the NCWRP website at tittp~//h2o eiu~.state.nc.us/„ Grp/uide~.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
X. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
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 Cleazinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
XI. Proposed Impacts on Riparian and V6'atershed Buffers (DWQ Only)
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 Oi~ce 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.
Page 7 of 9

Zone* Impact
s ware feet Multiplier Required
Miti anon
1 3
2 1.5
Total
* Zone 1 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
XII. Stormwater (DWQ Only)
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.
In accordance with the February 25 1991 delegation agreement one cony of the sediment and
erosion control plan will be submitted to DENR -Division of Land Resources and NCDOT
Roadside Environmental Prior to construction.
XIII. Sewage Disposal (DWQ Only)
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.
XIV. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No X
Is this an after-the-fact pernut application?
Yes ^ No X
Page 8 of 9

X~. 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).

A licant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

N.C. D.O.T.
BRIDGE MAINT. DEPT.
County ALAMANCE EROSION CONTROL SEG2UENCE
S.R. No. 1005 Greensboro-Chapel Hill Rd
BRIDGE No. 295
~VBS: 7B. 200114.13
DESCRIPTION: REMOVAL OF EXISTING PIPE STRUCTURE & REPLACE WITH NEW
ALUM. PIPE W/ HEADWALL ~19'S" X 11'11"
!Nate:
All Erosion Contra! devices 8~ proper installation plus maintenance of erosion control will be pertonned
by using - NCDOT Best Management Practices for Construction and Maintenance Activites Manual
'6. INSTALL SILT FENCE AS NEEDED (1605.00)
2. DAM BOTH ENDS OF STREAM with SHEET PILES or LESS INTRUSIVE DEVICES TO ALLOW
DEWATERING ofi WORK AREA.
3. INSTALL PUMPS to DIVERT FLOW AROUND WORK AREA
PUMP CLEAN WATER AROUND WORK AREA
4. INSTALL SILT FENCE AS SITE CONDITION REQUIRE
5. BEGIN EXCAVATION TO REMOVE EXISTING C.M. PIPES.
6. USE SILT BAG FOR ST{CLING BASIN
7. DEWATER WORK AREA & PUMP WATER into SILT BAG
8. PLACE EXCAVATOR FILL MATERIALS an SHOULDERS to BUILD SHOUL DERS OUT.
9. EXCAVATE to SUFFICENT DEPTH to ALLOW BURIAL of PIPE 1' BELOW STREAMBED
10. PLACE BASE STONE and SET ALUM. PIPE with HEADWALLS
11. BACKFILL PIPE and SHOULDER AREAS
12. RESEED ALL EXPOSED AREAS AS NEEDED.
13. REMOVE ALL TEMPOARY EROSION CONTROL DEVICES UPON COMPLETION of PROJECT.
17. APPROXIMATE PROJECT START DATE -A~h4 S ~~~,I
PREPARED BY A{ Levens TRANSPORTATION SUPV. DATE 02/02/07
APPROVAL DIV. BRIDGE ENG. DATE 3 ~~ -0`1

County ALAMANCE
S.R. No. 1005 G'boro Chapel Hill Rd.
BRIDGE No 295
SEQUENCE 2
2. DAM BOTH ENDS of STREAM WITH SHEET PILES.
3. INSTALL PUMPS to DNERT FLOW AROUND WORK AREA.
4. INSTALL SILT FENCE as NEEDED.
5. BEGIN EXACAVATING to REMOVE EXISTING C.M. PIPES.
6. USE SILT BAG for STILLING BASIN.
7. DEWATER WORK AREA ~ PUMP WATER into SILT BAG.
I SR1005
ilt Bag
PUMP 63`6"
Old PIPE 1
SHEET BURIED 1 ft. BELOW STREAM BED
~PILES
~-----
O!d PIPE 2
BURIED 1 ft. BELOW STREAM BED
~.lTrees

0"
r-
STREAM FLOW
SHEET
PILES
PUMP CLEAN WA'
AROUND SITE
~a
I~PUMP I
_~
jcornell

County ALAMANCE
S.R. No. 1005 G'boro-Chapel Hilt Rd
BRIDGE No_____?95
SEQUENC E3
8. PLACE EXCAVATOR FILL MATERIALS on SHOULDERS to BUILD SHOULDERS OUT.
9. EXCAVATE to SUFFICENT DEPTH to ALLOW BURIAL of PIPE 1' BELOW STREAMBED
10. PLACE BASE STONE and SET ALUM. PIPE with HEADWALLS
11. BACFCFILL PIPE and SHOULDER AREAS
Y,_
jcornell

County ALAMANCE
S.R. No. 1005 G'boro Chapel Hill Rd.
BRIDGE No. 295
SEQUENCE 4
12. RESEED ALL EXPOSED AREAS AS NEEDED
13. REMOVE ~fl TEMPORAY EROSION CONTROL DEVICES
1005

~-
LEGENDS
' AREA TO BE SEEDED.,
BY BRIDGE MAINT
trees
.~-
Stream Flow
1005
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Name: SNOW CAMP Location: 035° 53' 53.0" N 079° 25' 06.1" W
Date: 2/15/2007 Caption: Greensboro-Chapel Hill Rd (SR 1005) P-295
Scale: 1 inch equals 2000 feet Alamance County
1997,

Greensboro-Chapel Hill Rd (SR 1005) Pipe 295- Inlet pipe view from upstream side