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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPIDW
GOVERNOR
January 11, 2005
Ms. Beth Barnes
Wetlands/401 Unit
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
(Courtesy Notification, Two Copies)
Mr. John Thomas
US Army Corps of Engineers
6508 Falls of the Neuse Suite 120
Raleigh, NC 27615-6814
(Two Copies)
SECRETARY
C
Subject: Guilford County, Emergency Culvert Replacement Gunn-Poole Road(SR 1767)
ProiectNumbcr #i 7B.201711
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace a severely
damaged culvert on Gunn-Poole Road (SR 1767) in Caswell County in order to prevent collapse of
the road and to maintain traffic safety. In an effort to obtain the necessary permits for the subject
culvert replacement, we are providing a pre-construction notification application with supporting
documentation. This project is underway and this is an after the fact notification. The work is
necessary immediately because of the great potential for the collapse of the road. We believe this
project can be permitted under the Nationwide Permit numbers 3 and 33. We sincerely apologize for
the delay in notification but this was an emergency replacement due to a damaged pipe .
The following information is being provided to satisfy conditions of General Water Quality
Certification.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]
PROJECT INFORMATION
Road Name SR Number Project Length
miles Classification
Gunn-Poole Road SR 1767 N/A Rural
River Basin: DWQ
ID Water Quality
Designation % Impervious
Surface
Roanoke 22-58-1-1 C; N/A
Buffer Rulesa Buffer Rule Conditions where applicable)
No N/A
Protected Species
Presentb Mapped Historic
Properties" CAMA
AEC Essential Fishery
Habitat
No No No No
a Separate documentation attached as needed: b See the attached Endangered
Species Review Sheet for further information: e When Applicable - See the attached
Historic Review Letter for further information
PIPE REPLACEMENT INFORMATION
Site N/A Stream Type Perennial
Station
Existing Pipe (3) 6' X 74' CMP Proposed (2) 142" X 91" X 90'
Pip Long CMP
Construction Pump around with offsite detour Dewatering Sandbags & rock silt dam
Method Device*
Burial Depth One foot E/C Plan
Date
Construction Immediately Duration One week
Date
Impacts (ft.) 16ft-enclosure; 20 linear ft-rip-rap; 50 sf-temporary sandbags and rock silt
dam
Special
Conditions
Restoration Within 15 working days of the pipe replacement the natural stream contours
Plan will be restored and seeded. Temporary silt screens will be cleaned and
removed following vegetation establishment.
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/C = Erosion
control. *A less intrusive dewatering device may be used in lieu of the one proposed.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (3361334-3192 Fax No. (3361334-3637
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.
Sincerel ,
Mr. J. . Mills, P.E.
Div' ion Engineer, Division 7
Enclosures
CC: Jerry Parker, Division Environmental Officer NCDOT
Dennis Johnson, Bridge Maintenance NCDOT
Herbert McDowell, NCDOT
Derek Dixon, NCDOT
Davis Watkins, NCDOT
Barry Harrington, NCDOT
Sue Homewood, NC Division of Water Quality
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]
Office Use Only: Form Version May 2002 11 USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit - Riparian or Watershed Buffer Rules
Section 10 Permit _ Isolated Wetland Permit from DWQ
_X_401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3 and 33
urtesy copy because written approval for the 401 Certification
3. If this notification is solely T
is not required, check here: 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. 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 27415-4996
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mmillsndot.state.ne.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.)
Name: Jerry Parker
Company Affiliation: Division Environmental Officer
Mailing Address: P.O. Box 14996
Greensboro NC 27415-4996
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jparkerndot.state. nc.tis
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the.appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Gunn-Poole Road Culvert Replacement (SR 1767)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 713.201711
3. Property Identification Number (Tax PIN): Not Applicable
4. Location
County: Caswell Nearest Town: Baynes
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.): Project is located in the southern
portion of Caswell County off NC 119. From I-85/40 take exit 153 near Mebane in Alamance
County onto NC 119 North. Stay on NC 119 north for approximately 12.5 miles to the
Alamnce/Caswell County line. Continue on NC119 for approximately 4 miles past the
county line to Gunn -Poole Road (SR 1767). Turn right on Gunn-Poole Road and go
approximately 2 miles to the site.
5. Site coordinates, if available (UTM 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. Property size (acres): Not Applicable
7. Nearest body of water (stream/river/sound/ocean/lake): Negro Creek
8. River Basin: Roanoke
Page 2 of 8
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httrr//l12o.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: Severely damaged culvert crossing in area of low density
residences and farming community.
10. Describe the overall project in detail, including the type of equipment to be used: The
project will involve replacing damaged three lines of 6' X 74' linear ft of culvert pipes with
new two lines of 142" X 91" X 90' CMP The work is necessary immediately because the
nine has collasped (see pictures) beneath the road surface and the road is in danger of
collapsing` BMP practices will be utilized in the removal of the old pipe and during the
installation of the new pipe Equipment used will be standard road construction equipment
(trackhoe grader, backhoe and bulldozer).
11. Explain the purpose of the proposed work: To maintain traffic safety and to reduce future
maintenance costs.
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.
Not Applicable
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.
Not Applicable
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 8
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: Permanent stream impacts will
result from the placement 16 additional feet pipe Stream bank impacts will result from the
placement of 20 ft of of rip-rap energy-dissipaters. Temporary stream impacts will result from
placement of cofferdams and siltscreens. .
2. Individually list wetland impacts below:
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 inetuae, nut are not nmttea to: mechanized clearing, yaum6' an,
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
(FU", or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at littp:/hvwAv.fenia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Not Applicable
Total area of wetland impact proposed: Not Applicable
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)

Gunn-Poole Road Culvert
replacement (en)16
(tmp)50 sf
Negro Creek Six feet at pipe
location
Perennial
r 201f
See below*

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-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/straightcning, 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
www.usas.cov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapytiest.cont, etc.).
*Cumulative impacts (linear distance in feet) to all streams on site: Pro.Lect will involve
increase in stream enclosure. - enclosure (en), 20
temporary (tmp) sandbags and rock silt dams in streams---approximately 50 sf ,
riprap (rp) permanent placement of riprap at each end of pipes ---approximately 201f total
Page 4 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name
(if of applicable) Wat ) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identity temporary impacts. impacts mciuae, out are not imuteu w: iui, exwV"LIVII, wcugu,b,
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.): Not Applicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Not Applicable
Size ofwatershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
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.
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.
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or 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
littp:flh2o.etir.state.nc.us/ncwetlaiids/strmgide.litnil.
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
descriptiamof the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A finding of insignificant impact is anticipated; therefore a mitigation plan is not provided.
Cumulative impacts are less than 150 linear feet. The maximum amount of impact to a
single stream is approximately 16 linear feet. No Outstanding Resource Waters, federally
protected species or their habitats or essential fishery habitats occur in the project area. The
project is not located in a High Quality Water.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. 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): Not Applicable
Amount of buffer mitigation requested (square feet): Not Applicable
Amount of Riparian wetland mitigation requested (acres): Not Applicable
Amount of Non-riparian wetland mitigation requested (acres): Not Applicable
Amount of Coastal wetland mitigation requested (acres): Not Applicable
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional- Qffim 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 )?
Yes ? No ® If you answered "yes", provide the following information:
*Requesting a "No Practical Alternative" option due to the emergency nature of the
project. Please see cover letter.
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
I N/A 3
2 N/A 1.5
Total N/A
* Zone I extends out 30 feet perpendicular from near ban]: of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
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.
Not Applicable
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Not Applicable
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.
Not Applicable
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. 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).
cant/Agent's Signature Date
iture is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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N.C. D.O.T.
BRIDGE MAINT. DEPT.
EROSION CONTROL SEQUENCE
COUNTY Caswell
BRIDGE NC P-114
S.R. No. SR 1767 Gunn-Poole Rd
PROJECT No. 7B.201711
Roanoko River Basin
DESCRIPTION: REMOVAL OF 3 lines of 6' IX 74'
Replace STRUCTURE: 2 Lines @ 142"X 91" X 90'
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 rilanual
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 DIVERT STREAM INTO No.3 PIPE USING COFFERDAMS.
3 EXCAVATE SOIL AND REMOVE PIPE#1 & 2. THEN FINISH EXCAVATION TO REQUIRED DEPTH.
4 PUMP EXCESS WATER FROM WORK SITE EXCAVATION INTO SILT BAG.
5 INSTALL SILT FENCE AS NEEDED.
6 SET 2 @ 90' LINE OF 142"X 91" PIPE. BURIED 1 ft. BELOW STREAMBED HIGH WATER PIPE 6"
7 DIVERT STREAM INTO NEW PIPE USING ABC AGGREGATE(underlain & wrapped w/filter fabeic) COFFERDAI
8 EXCAVATE SOIL AND REMOVE PIPE #3.
9 BACKFILL NEW PIPE AND SHOULDER AREAS.
10 PLACE FILTER FABRIC AND RIP RAP AS NEEDED.
11 SEED EXPOSED AREAS AFTER PAVING.
12 KEEPING RIP RAP OUT of STREAM
13 REMOVE ALL EROSION CONTROL DEVICES AFTER VEGETATION Is ESTABLISH
APPROXIMATE PROJECT START DATE 1/3/2005
PREPARED BY Davis Watkins TRANSPORTATION SUPV. DATE 12/21/2005
APPROVAL DIV. BRIDGE ENG. DATE
jcornell
COUNTY Caswell
BRIDGE NC P-114
S.R. No. SR 1767 Gunn-Poole Rd
SEQUENCE1
1 TURN WATER INTO PIPE # 3 USING COFFER DAMS UNDERLAIN WITH
Filter Fabric) or LESS INTRUSIVE DEVICE to ALLOW DEWATERING of WOF
2 EXCAVATE SOIL AND REMOVE PIPE # 1. THEN FINISH EXCAVATION 1
3 PUMP EXCESS WATER FROM WORK SITE EXCAVATION INTO SILT BAG.
4 INSTALL SILT FENCE AS NEEDED.
jcornell
COUNTY Caswell
BRIDGE NC P-114
S.R. No. SR 1767 Gunn-Poole Rd
SEQUENCE2
6 SET 1@ 90' LINE OF 142" X 91" PIPE. BURIED 1 FT. BELOW STREAMBED. THIS IS HIGH V1
7 DIVERT STREAM INTO NEW PIPE USING ABC AGGREGATE(underlain & wrapped w/filter fabeic) COR
8 EXCAVATE SOIL AND REMOVE PIPE #; 2 AND PIPE # 3.
SR 1767
IPIPE 3
abc- aggregate with frabic
silt fence as needed
abc- aggregate with filter frabic
PIPE 2
high water pipe
New PUMP
PIPE 1
90, SILT BAG
BURIED 6" ABOVE STREAM BED
silt fence as needed
jcornell
COUNTY Caswell
BRIDGE NC P-114
S.R. No. SR 1767 Gunn-Poole Rd
SEQUENCE3
8 EXCAVATE SOIL AND REMOVE PIPES it 2 AND # 3.
9 BACKFILL NEW PIPE AND SHOULDER AREAS.
10 PLACE FILTER FABRIC AND RIP RAP AS NEEDED.
11 SEED EXPOSED AREAS AFTER PAVING.
12 KEEPING RIP RAP OUT of STREAM
13 REMOVE ALL EROSION CONTROL DEVICES AFTER VEGETATION Is ESTABLISH
SR 1767
Silt fen as neede
d
PIPE 3
PIPE 2
Silt fence as needed
b
d
STREAM FLOW
SILT BAG
jcornell
COUNTY Caswell SEQUENCE 4
BRIDGE NC P-114
S.R. No. SR 1767 Gunn-Poole Rd
10 PLACE FILTER FABRIC AND RIP RAP AS NEEDED.
11 SEED EXPOSED AREAS AFTER PAVING.
12 KEEPING RIP RAP OUT of STREAM
13 REMOVE ALL EROSION CONTROL DEVICES AFTER VEGETATION is ESTABLISH

SR 1767
0
0
RIP RAP on STREAM BANKS o ly
not in STREAM
RIP RAP WRAPS
AROUND STREAM
BANKS & OVER PIPE
SR 1767
RIP RAP on STREAM BANKS only
not in STREAM
STREAM FLOW
LEGENDS
AREA TO BE SEEDED
BY BRIDGE MAINT
O rip rap
O C>
O
0 trees
jcornell

Gums-Poole Rd--- View of three pipes
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Name: ANDERSON Location: 036° 17'47.9" N 079° 16' 12.2" W
Date: 1/11/2005 Caption: Gunn-Poole Rd (SR 1767)
Scale: 1 inch equals 2000 feet Caswell County
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