20061508 Ver 1_Complete File_20060919

?.?. S&P 7 j 9 ?r???
STATE OF NORTH CAROLINA wFr?aNns anro sT0 'A, y
DEPARTN ENT OF TRANSPORTATION RBR4JVC11
MICHAEL F. EASLEY
GOVERNOR
1584 YANCEWLLE STREET, GREENSBORO, NC 27415
September 14, 2006
Ms. Sue Homewood
NC DENR Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
(One Color Copy)
Mr. Todd Tugwell
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 2761
(Two Copies)
LYNDO TIPPETT
SECRETARY
061,508
SUBJECT: Alamance County, Replacement of culvert on Greensboro-Chapel Hill Rd (SRI 005)
crossing an unnamed tributary of Cane Creek State Project Number: 7B.200114.11
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace 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 future maintenance needs and increase traffic safety.
This activity will result in impacts to an UT of Cane Creek. 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 are
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.
No,
PHONE [phone] FAX [phone]
PROJECT INFORMATION
Road Name SR Number Project Length
miles Classification
Greensboro-Chapel
Hill Rd SR 1005 N/A Rural
River Basin: IDWQ D
D Water Q Designation Quality % Impervious Surface
Cape Fear 16-27-(7) C; NSW N/A
Buffer Rules? Buffer Rule Conditions where applicable)
No Not Applicable
Protected Species
Present' Mapped Historic
Properties' 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 55' long X 72" diameter Proposed 54' L X 96" Diameter
Pipe
Construction Pump Around Dewatering ABC Aggregate
Method Device*
Burial Depth One foot E/C Plan See Attached
Date
Construction As soon as practicable Duration 15 days
Date
Impacts (ft.) Olin. ft-enclosure; 201f--rip-rap shoreline stabilization ; Approx. 50 sq. ft -
temporary
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 following vegetation establishment.
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/t; _
Erosion control. *A less intrusive dewatering device may be used in lieu of the one proposed.
-2-
MINIMIZATION INFORMATION
Impacts will be minimized 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 a pre-construction meeting) with the Division Environmental
Officer.
MITIGATION INFORMATION
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-construction 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,
. J.M. Mills, P.E.
ivision 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 Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular 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: [phone] Fax Number: [phone]
E-mail Address: mmillsga 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 Yanceyyille Street
Greensboro NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jparker@a 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. 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: Greensboro-Chanel Hill Road (SR 1005))
2. T.I.P. Project Number or State Project Number (NCDOT Only);#7B.200114.11(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 Wroximately six miles to Lindley Mill Road Turn right on
Lindley Mill Road and continue approximately six miles to Greensboro-Chanel Hill Rd (SR
1005). Turn left andd., go approximately three miles to the site.
5. Site coordinates, if available (UTM or Lat/Long): See the attached USGS M,
(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 littp://h2o.enr.state,nc.us/admin/inaps/.)
10. Describe the purpose of the proposed work: To replace st acturallly deficient pine culvert
to improve traffic safe and brie the road u to current construction standards.
11. List the type of equipment to be used to construct the project: Road construction
e ui ment trackhoe ader 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 Plans
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 United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
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 separate sheet.
1. Impacts will result from placement of rip-rap stabilization along banks. No new stream
impacts are 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 ana laentity temporary impacts. anpLWw 113L1UUU, UUL iU9 itUL tUaU.w w. u ..... ..... .... ....b, b . -. •b, -•••,
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 littn:/hvww.femi.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
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 Impact Perennial or
Intermittent?
leasespecify)

Greensboro
Chapel hill Rd
pipe replacement 0 ft(en)
50sf(tmp)
20ft r
UT to Cane Creek
3 to 6 ft
Perennial

* List each impact separately and identity temporary impacts. unpacts mciUae, UUL wi; 11m lUt/11Uu LO; .W v? •a - cw5w- q, • Y,
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, ditchingfstraightening, 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
N«vw.usgs.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www,tonozone.com,
www.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
temporary (tmp, sandbags and rock silt dams in streams---approximately 50 sf,
riprap (M) permanent placement of riprap at each end of pipes ---approximately 201f 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,
bay, ocean, etc.
N/A

" List each impact separately and identity temporary impacts. impacts tnctuae, out are not urmLcu w. ,,,L,.
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
VIII. 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
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 a pre-construction meeting) with the Division Environmental
Officer.
Page 5 of 9
III. 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 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 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.enr.state.nc.us/newetlands/strmQide.btmi.
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.
A finding of insnificant impact is anticipated, therefore a mitigation elan is not provided.
Cumulative impacts are less than 150 feet The maximum amount of impact to a single
stream is approximately 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
process for the NCWRP, check the NCWRP website at http://h2o enr.st?ite.nc.us/wni/index.lhtm. If
Page 6 of 9
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 of Non-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 (federal/state/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 Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
XI. Proposed Impacts on Riparian and Watershed 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 Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 7 of 9
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular trom near nanx or cnannei; [.ouc Z CAUNI +S M
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 213 .0242 or.0260.
N/A
XH. 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 copy of the sediment and
erosion control plan will be submitted to DENR - Division of Land Resources and NCDOT
Roadside Environmental Prior to construction.
XM. 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 permit application?
Yes ? No X
Page 8 of 9
Xis. 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).
9
App cant/Age 's Signature Date
(Aa is sig tore is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
N.C. D.O.T.
BRIDGE MAINT. DEPT.
EROSION CONTROL SEQUENCE
COUNTY Alamance Co.
S.R. No. 1005 Greensboro - Chapel Hill Rd.
PIPE No. 2203
PROJECT
No. 7B.200114.11
DESCRIPTION:
REMOVAL OF EXISTING PIPE STRUCTURE 1@72"X55' CM Pipe with 2 Concrete Headwalls 16' long
then REPLACE with NEW ALUM PIPE STRUCTURE 1@ 96" X 54' Alum Pipe with Alum Headwalls 36' long
also widen shoulders on both sides to approximately 9' Wide
Note:
All Erosion Control devices & proper Installation plus maintenance of erosion control will be performed
by using - NCDOT Best Management Practices for Construction and Maintenance Activites Manual
NOTE: Pipe is perched appromately 3'
Shoulder at this site now is 4' to 5' wide - We need to widen this out to 9' for guardrail
1 DAM BOTH ENDS of STREAM with ABC AGGREGATE (underlain & wrapped with
Filter Fabric) or LESS INTRUSIVE DEVICE to ALLOW DEWATERING of WORK AREA
2 INSTALL PUMPS to DIVERT FLOW AROUND WORK AREA
PUMP CLEAN WATER AROUND WORK AREA
3 EXCAVATE SITE to REMOVE EXISTING PIPE & EXCAVATE AREA FOR NEW PIPE
4 DEWATER WORK AREA & PUMP WATER INTO DIRT BAG (Special Stilling Basin)
5 EXCAVATE to SUFFICIENT DEPTH to ALLOW BURIAL of the PIPE to 1 foot BELOW
STREAMBED PLACE BASE STONE & new SECTIONS of Pipe
6 INSTALL SILT FENCE AS SITE CONDITION REQUIRE 1605.01
7 BACKFILL PIPE & SHOULDER AREA
8 Widen Shoulder out to 9' wide for Guardrail
9 PLACE FILTER FABRIC AROUND PIPE & SLOPE AREA THEN RIP RAP
KEEPING RIP RAP OUT of STREAM
10 REMOVE BOTH DAMS of ABC AGGREGATE or LESS INTRUSIVE DEWATERING
DEVICE to ALLOW NORMAL STREAM FLOW
11 RESEED AREA AS NEEDED
12 REMOVE ALL EROSION CONTROL DEVICES AFTER VEGETATION Is ESTABLISHED
APPROXIMATE PROJECT START DATE 10/9/2006
PREPARED BY J. L. C me I TRANSPORTATION SUPV.
APPROVAL DIV. BRIDGE ENG. Date
DATE 9/11/2006
4 -12 • Dl,
jcornell
COUNTY Alamance Co.
S.R. No. 1005 Greensboro-Chapel Hill Rd.
PIPE No. 2203
SEQUENCE1
1 DAM BOTH ENDS OF STREAM WITH ABC AGGREGATE (underlain & wrapped with
Filter Fabric) or LESS INTRUSIVE DEVICE to ALLOW DEWATERING of WORK AREA
2 INSTALL PUMPS to DIVERT FLOW AROUND WORK AREA
PUMP CLEAN WATER AROUND WORK AREA
3 EXCAVATE SITE TO REMOVE EXISTING PIPE & EXCAVATE AREA FOR NEW PIPE
4 DEWATER WORK AREA & PUMP WATER INTO SILT BAG (Special Stilling Basin)
5 EXCAVATE to SUFFICIENT DEPTH to ALLOW BURIAL of the PIPE to 1 foot BELOW
STREAMBED PLACE BASE STONE & new SECTIONS of Pipe
6 INSTALL SILT FENCE AS SITE CONDITION REQUIRE
Shoulder approx
5' wide
SILT FENCE i'-
AS N DED i" .
Clean Water k:
E
>TREAM FLOW €
SILT FENCE
Removal of
EXISTING PIPE
-1@ 72" X 55'-
1005
SILT

II(undedain
SILT FENCE
AS NEEDED
NOTE: Pipe is perched
Approx. 3'
ILT BAG
AMC AGGREGATE
& wrapped with Filter Fabric)
I LEGENDS
trees
ABC AGGREGATE
(underlain & wrapped with Fifter Fal
uric)
jcomell
COUNTY Alamance Co.
S.R. No. 1005 Greensboro - Chapel Hill Rd.
PIPE No. 2203
SILT FENCE
AS NEEDED
Headwall
PUMP
Clean water
STREAM FLOW _,,,_
SEQUENCE 2
5 EXCAVATE to SUFFICIENT DEPTH to ALLOW BURIAL of the PIPE to 1 foot BELOW
STREAMED PLACE BASE STONE & SECTIONS NEW PIPE
6 INSTALL SILT FENCE AS SITE CONDITION REQUIRE
1005
SILT FEN E
Headwall
36' Long
NEW
PIPE 1
BURIED 1 ft. BELOW STREAM BED
'' 1 CM, 96" X 54'
96"
P
0
SILT FENC
SILT BAG
ABC AGGREGATE
erlain & wrapped with Filter Fabric)
1005
SILT FENCE
AS NEEDED
LEGENDS
AREA TO BE SEEDED
BY, BRIDGE MAINT..
C ?, ?00:) rip rap
40r
Headwall
trees
jcomell
COUNTY Alamance Co.
S.R. No. 1005 Greensboro - Chapel Hill Rd.
PIPE No. 2203 SEQUENCE 3
SILT FENCE
AS NEEDED
RIP RAP on
STREAMBANKS
not in STREA
STREAM FLOW
SILT FENCE
AS NEEDED

7 BACKFILL PIPE & SHOULDER AREA
8 Widen Shoulder out to 9' wide for Guardrail
9 PLACE FILTER FABRIC AROUND PIPE & SLOPE AREA THEN RIP RAP
KEEPING RIP RAP OUT of STREAM
10 REMOVE BOTH DAMS of ABC AGGREGATE or LESS INTRUSIVE DEWATERING
DEVICE to ALLOW NORMAL STREAM FLOW
11 RESEED AREA AS NEEDED
F1005
Widen Shoulder out to 9' wide for
Guardrail
ILT FENCE
AS NEEDED
330'
9' wide
\
\FILTER FABRIC
DER RIP RAP
T FENCE
LEGENDS
AREA TO BE SEEDED
BY BRIDGE MAINT
'04 ?? rip rap
0 Headwall
trees
jcomell

19
r 97 O \ j I y ? f ` . ? • ? .. iI

-- -- -?
(. , ?11NE -- ° W

i ISZ ,
v • J I = 5a
_

1 .?

,
.y
2151•
\ / .. `+ 2_,! ,7 21x2 N'
•

r\ 2165
' ?
i
5 21-33
'A 4 9
,

, '?
06
•'\
.2233
2!51 0 ?
.'>f;
? b
2 ' 2144 i
21 d??

tx .•?
. `
(
21a7 22145
233, 2176 •y4
, g 1
•
2121 ?_5

23Z13 2177
1 `i0
2150

.?•
2142
•

I
2158 N /
. 1 2115 I
.? 279°
217
5
2'49 •4
., I
2331 •'• 2173 ad. .) ? 2742
5
?
r5 ; . 1 'U 2167 1. -10
I
. C
216

2732 \ 27
1' 6
73 °ICC, i 'Y
Na^9p , ??i

2172 >' 21-38
21 PA .
\

?•' ^
o loos

•' f ° •.l n
,
lup
2317 Gl
r;

C
L
Z r

2=?fl •'? 2339 •? //"1 ?? _ /
1003 ••? 7 a r I V - ..? ?•'', ?-?
2•+C9? 2375 -- ?
' 2335 w
24 11?
• \ _ 2737 • 5
Ch.
?- CD WNhv7 2174
?• ,
•°I • U 7 ? 2339 '.t•; 1.2 ' C[nc-rd Ch.
.1 I OGS .4
1,0 1075.
?'?' ?••)
I003 1009 t ICC5 7.?
soring Ch. .o
2M I ' 2378 2333 '.3 2179 1005
•~'. COib Und{y Mitl N 2180 n
z74A ?,?
' _1? 5 ? ,•` ,: 2=6
N s: ... 2191
'Q 0' ?' ?..•. N 1.0 m? •.
2348 . G ,a / ,r ; •. 2360 -1
7 2349 (lest Crave - ,•' a ,9 2!g`
2TA b ?, Cho tam
. i <36 Ch. ; Ch. 2-
2113 a I . 5 N 22 7
I. 2 .1 1003
1, 2
i•. 27:8 /• •\
l ? 2367 2365
0 4 ?•./? 2.142 / 2106
2351 \ m
23`A J '\ - 2405 /•• •? / .?
,11 ?Mondrb .?• r.'?
2345 1,6 .1 2104
0 . 2343 7c
: ^7 ur, olive
,1. •12352 6 11 1003 2345}: 1'0 2j4 216 23.72 5 •:h.
}» 1, I I Censer Ch. '6r \ • J 21(.2
i 2353 r .-.•1. .1?.1?.ry .-.? 5 Jci' .•^ /'?%
.......-.. - ... 87.1- .}.. ? .
roll
0 ?I
C
N
l
S
1270 - I F
I13b . t6•
H DO DJ .
1212
z:
O U M T Y NOTE: MAP INCLUDES ONLY STATE MAItITAIt
7
OR IMPORTANT NON-SYSTEM ROADS.
MILEAGE NOT SHOr.N ON FRONTAGE R
to I 1 h POADS SHOH'J AS (:? JAV. ',1. 19:0.
i
I
i
County: / ?/Xq l "Uee---
Number: QQ - a?Q
Date:
Outlet End (Water is flowing towards the Qu Tom)
r
Inlet End (Water is floRing from the 26,e7-,Y
? 1 .?
NON-NBIS PIPES AND CULVERTS
1. GENERAL INFORMATION
COUNTY ALAMANCE
ROUTE CARRIED SR1005
LOCATION 0.6 MI. EAST OF
SYSTEM SECONDARY
INSPECTED BY JMH
INSPECTION DATE 8/7/2003
NUMBER 00 2203 ROUTE ORIENT. W-E MILEPOINT ?p
ACROSS CREEK
R2351 TOTAL FIELD TIME ? CITY
LATITUDE 35-560.0 LONGITUDE 79-27-07.0
REVIEW BY JLC UPDATED BY ACR
REVIEW DATE 8/7/2003 UPDATE DATE 8/12/2003
11. STRUCTURE INFORMATION
YEAR BUILT YEAR REBUILT = NC SKEW 90 GRADE p?
TYPE AND MATERIAL 1 @ 72 IN. CMP -1 TYPE COATING None -J
DISTANCE BETWEEN BARRELS -J HEIGHT CROWN TO BED 15
# OF BARRELS = BARREL WIDTH = BARREL HEIGHT
LENGTH ALONG ROADWAY -, LENGTH ALONG CULVERT t-1
?_1 55
APPROACH ROADWAY WIDTH 20 WATER DEPTH 0:25 COST
APPROACH SHOULDERS LEFT RIGHT STABLE No
HEADWALLS: INLET Concrete OUTLET Concrete
III. CODING INFORMATION
STRUCTURE CONDITION Poor PROMPT ACTION ISSUED?
ESTIMATED REMAINING LIFE 0 SIGN NOTICE ISSUED?
SIGNS PRESENT NONE
WORK REQUIRED•
CODE p? QUANTITY p? UNITS
CODE QUANTITY C? UNITS
CODE p? QUANTITY UNITS
CODE p? QUANTITY UNITS
GENERAL COMMENTS -BOTTOM RUSTED THRU 2,_,?ND SEPARATION OF LAST JOINT.
eyv
y
°i
k wpr
;RE.Y LN MAIN MAP
\ss
/1- EL
4? O F=- v ny :Z ODIS 7- S
\y v y ?' `? ptiWEPS `+ 2 GIFFORD D R \?• y9,p 54 EAST
®
oc' 9¢ F F
NO
S CROV
bra =ICLe
C' E .
.
.
?.°, ?\ q w ( 10
pP OP ?fy
JP M ! °s z .n O
p
JUDGE)
N Cy00 H
F 3 r Sy L OR
QRPE
G
J RD
p ye Ga
`
ti ?RF ?.? T R.
a \ \00j? PO y If
RO ?v
0
O
O yJ
yoH J U
aQ c?
?O
rp
C SP
O DRIFT-
I/
'Pp`9/0f, O• 8U4 WOOD
F?
^CO? L4R0
v KE ii `\FF' pf?
?0 2'? 09/S f?
OR. 0 \\.?' ?? Z y'y
O?p D?St ?
L
\ l
p ZpLINE w z
x
?O CAR DR• U) 3*
?
?O
J' LN.
V \\\ y
N. _
3'
Q
RIINq y, "?
y
cc '9? O? m

T = °
y
y? D PRfAckY

' ?
RD
o° PAY CT,
y
m m yGPc(
A
In
0?
54
? O
?"', RO
> ??
° rat 5 RIDS" 87 SOUTH
F.S. NOi o ti I},PLE E h
00 ?'o< ` G L .JpRD PAN PARKSPO
N P NJ paS,J
DR. °pK
LN
BRAMBLE'NOO
R
T
TR• II otip
LARViE? D
50 F ?J ?Z•
' FIY
p oC PE I
q B \? LN,EL/S
?C C? ??., ?Z 5 RO' EtA
Fy ZO \. q
Q s?' O MORROW T DR.
SRAMBIEGATE 9D
COAC HWAY s _
v
S? D
y
TINA ry ??
n
J`A ScH R0. J' 0H O
Rf
0 N WILDGERRY CT• ??. W
4j -BR C
E

\ \ `4 QN?CFYD CKa -? ?? d
O EG
W o? w x`
EW
N?
J 1
/ 4,
SO G ORIHD
M CHURCH
v a C
DN
.
.N
\
oL ? N ?? 9LIN , `'
`' 6" &) ESH J E
EH
to

Creek A STONE
LGHT
RD BIBLE H

TWP. LIA';e`o P
AN L.,^ e, A/I SPA
HERD
° St r
C
pG LN• /
N
J
NEWLIN
Mountains WESLEY P. q F
AN
Y
Pf r 5
`
RK
gp
?
N I L
C X0
E 4
N
T MULBERR
j??'F. RD
LN
\ G`ST ??
S,?

0
I NE
h
COPPER RD. RFS c
y
O G n
= o Gt SAM PAH
N O\S
p /
W
_
?- I i Q 40? t 1
?
C\, ?J? 0
pFL
D ? ?' pl 03
0
4 I ?
P
0
C E R
?. EV rc TT JORDAN
y
?D. ELEM
SCH
CND
Z
Oh JEWEL o
.
.
2 '

4 \
I ?
?y
?
r cP r
F` O
?
\
Q
U ? /?
\
2 ?
Wm o
c
e
F9 ' o
pNNON
n
R x
LN
O
F?°Tjy M
g 3 00 D: )JO r o
`
,
z
m Lp x ao
1 °i
c
=w v
w 0? 00 DIXO C.
W p LAMB N
° \
P Ov
z c w .
x
u a wo VA
a 0 a ELI
WHITNEY P, ?sr
m o =
GRANITE "?GEO im
TR.
ON fTE DR. a° z N
ELI REC. j
P.
CTR
F?
ROESERSp
WAR
CHAP ??.
N ° 'NN R
O ?
o
O _
WHITNEY m
m g O g ¢ Qy
vp
O1
U WH D
;z
O
C Z
O .
D
HILL 3 f4ST 1
V
y
Q
y
LN.

EEKLN
NSBORO \ ELI WHITNEY
RD Q F.S. NO. 5
? N \
GREENSBORO - C114p
CR
GREE
L
SASS n°? ? $
Oft 0 v
p O EL
HOPE R
t/
D
CT r
? PO
x
L
0 .
A
y hIL
W IS Pt^ i
N IP
CAMDp LINDLEY
' Q
A,, ? RD ?' m 4TFRS
FIN RD TR
R .
8
JTPHIN
CS
D 'Sl
GI McBANE
w
LN
y
° W
,
R
TE J ?
,
o \
O
rz 3 ICHOLSON ?a¢

'S

: v

ELLS MAJOR OZ\ v

O
ROS
H 4

GOne
J

o m
D RUNNING

,MA B
ILL
RD

rn DEER 7R.

RD
-zr
B
y `
s r
RN
v .
NPERRY
c
= p
r
TA TON
G9 ETT h
S
HURC H R(' F
w
a\
r ?
Ea 01.
c'?F y PEG

G f m
N BUSH m
BUSH rK
N
??
y ar
' gF
D 2
N PICKARD
°
O
MILL R
RD,
y
RD
_
o
\ FIR?j c,J RD.
PZ
Og50
D
3
r
m
GL'
m r'
p r \h ti
\N
5
?E s
LAWRENCE
L.
R
cL COVEY
° N
r ct. ° o Wl
/
eRAX N
a y T
A
o
°C
• ° i m
1 °y? LN• \
a' ° po RUSSE L O
RD

m

'
DISr
3 J
`
? +TO
?
2 o .
v Mr D

ONES ":
. LICE
L
.. ?
? y
V
? .
`
MANDALE
° ?cr?o ARK ?P
RD GREENHILL.
GGS RD
aJ NEWLI N TWP
-- - .
- ?
-
0.
C 0.

°
M
Appraxima

i
I
?' I
i
YI
i
I'
i'
a'
I
I
3
;.?

?, ?,,,_,,, ? t.?_ _____ ___ ?__ _ _ __ _ ____ _ r a - ..? I I
??l
r
I ?? ? •'• I ..ri? i? tI 1 1 11:7 'r?, .. ?1 ... ?1._._) -- ?/p ,? ••,?M ?• \' I I
1
11 00
r:n\ I I r, ? '•• ' \ n, _.l ''' Mexarol??,(•t?ut
a,,R do W Z/8 ,
. 7 ? t - ? 4 I ?• ?l .'r
1 ? ? ?/? ( J r-_' ? ? ?- •?t Vii, / ,, ? f r i
a/a ??:,.?8.• ? ? ,, r 1J
606 r , f
?I r t X31 y .?_y
`
S
/ a 1
631)s
u , • + ,'ti \J r . `^?,- r? - 17- 71 i -,.rU -?Ifot>?11
i
603 '' Co m \ It
'Cr
. fiVlcfory Chopal . , II
010
?• "\..\,? Jr? y ! :r \/' 4E Ij151," ? ??,...-? 1 ...1005 ri ? '
( .. ? ? 1 \ 61U? lest/ 1005 _ ti Gr ?•.._/ ..? I ? •
S
Ch I H il(.R
ensboro- '
i23? nom,. w.j'?+k »
Tlriyy r rte.. `?. ; ` ?.:I i r.t \ ` `.c ?1 •??:.r._
,,1 ?, t' 1 1 r i
I-V
15 )
wAil
1 \ ll?ll
8* W
Name: SAXAPAHAW Location: 035054'57.8" N 079° 22' 56.1" W
Date: 9/14/2006 Caption: Greensboro-Chapel Hill Rd (SR 1005) Alamance County
Scale: 1 inch equals 2000 feet
Copyright (C) 1997, Maptech, Inc.
?; J ? i