20011259 Ver 1_Complete File_20010821

VICtIG UI I W I L I I VCtIUIIIIC1
Department of Environment
and Natural Resources
Division of Water Quality
AkT ? AA
Michael F. Easley, Governor NC ENR
William G. ROSS, Jr., Secretary NORTH CAROLINA DEPARTMENT OF
Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES
September 26, 2001
Alamance County
DWQ Project No. 011259
APPROVAL of 401 Water Quality Certification
Mr. Mike Mills, P.E., Division Engineer
NCDOT, Division 7
PO Box 14996
Greensboro, NC 27415-4496
Dear Mr. Mills:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 87 linear feet of perennial streams, and 55 linear feet of intermittent streams. The project's
purpose is the upgrade of SR 1776 (McCauley Road) from the unpaved secondary road to the paved
secondary road. The project shall be constructed in accordance with your application dated July 31, 2001.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3289. This certification corresponds to the Nationwide Permit Number 14 issued by
the Corps of Engineers. In addition, you should acquire any other federal, state or local permits before you
proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and
Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit, unless
otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. If total wetland fills for this project (now or in the future)
exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to
remain valid, you must adhere to the conditions listed in the attached certification.
1.) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the
Division of Water Quality upon completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1 62 1
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/l0% post consumer paper
JldlU UI IVUI L11 UdrOlll ld
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Akfflll?
10 00
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please contact John Hennessy at 919-733-5694 or Jennifer Frye at 336-771-
4600.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
DWQ Winston-Salem Regional Office
File Copy
Central Files
c:\ncdot\SR 1776\wqc\011259wgc.doc
l?
J. Thorpe, Ph.D.
Director
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper

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7 a...I'
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
July 31, 2001
NC DENR Division of Water Quality U 1 12 5 9
1650 Mail Service Center
Raleigh, NC 27,699
ATTN: Mr. John Hennessy
Wetlands/401AW;
Dear Mr. Hennessy
SUBJECT: Alamance County, Upgrade of McCauley Road (SR 1776) from an unpaved
secondary road to a paved secondary road.
Please find seven (7) copies a Pre-Construction Notification Application package attached for you
review. If you have any questions or need any additional information, please contact Chad Kimes at
[phone] or Len Smith at [phone]. Thank you for your time and assistance.
Sincerely,
0 •J
D. Chad Kimes, District 1, Division 7
District Engineer, District 1, Division 7
cc: Mrs. Jean Manuele, USACE
Mr. Lenwood Smith, II, PWS, NCDOT

PHONE [phone]'AX 336-334-3637
n w o?
V
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDo TWPETT
GOVERNOR SECRETARY
July 31, 2001
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
ATTN: Mrs. Jean Manuele
NCDOT Coordinator
Dear Mrs. Manuele:
SUBJECT: Alamance County, Upgrade of McCauley Road (SRI 776) from an unpaved secondary
road to a paved secondary road.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade McCauley Road
(SR 17776) from an unpaved to a paved secondary road to reduce future maintenance needs and
increase traffic safety. This activity will result in the impacts to streams resulting from the
replacement and extension of crossline pipes to facilitate travel lane and shoulder widening during the
upgrade. Total project length is 1.0 miles. The replacements, which are occurring in waters within
the Cape Fear River Basin, are as follows:
Site Existin g Pie Proposed Pie Stream type Impacts (1
1 36' 18" RCP 52' 18" RCP Intermittent 16 m ,10 tm ,5
2 32' 30" RCP 52' 30" RCP Intermittent 20 m ,10 tm ,5
3 31' 15" RCP 52' 18" RCP Intermittent 11 * (pm), I 0tm ,5
4 40' 60" CMPA 60' 73"x55" CMP Perennial 20 m ,20 tm ,20
5 40' 60" CMPA 60' 73"x55" CMP Perennial 20 m ,20 tm ,20
Cumulative Impacts 87(p m),70(tmp) ,55(rp
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch.
pm = permanent; tmp = temporary, rp = rip-rap energy dissipaters placed above ordinary high water.
* The jurisdictional limit of the channel associated with this pipe begins downstream of the pipe accounting for the
apparent indiscretion in impact determination.
111IONE 336-334-3192 FAX [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDo TIPPETT
GOVERNOR SECRETARY
Temporary impacts will result from the placement of sand bags, cofferdams, or sheet piles during the
dewatering operation. Following completion of the pipe replacement activity, all dewatering
structures will be entirely removed, and natural stream contours will be restored and seeded.
Required mitigation is not anticipated, as the impacts to any individual stream do not exceed 150
feet. The project is located in a High Quality Water. No Threatened or Endangered species were
observed during field surveys conducted by Len Smith for species known to occur in Alamance
County. Records from the NCDOT Historic Architect indicate compliance with the National
Historic Preservation Act. Secondary impacts will be minimized by strict enforcement of Best
Management Practices for the protection of surface waters, restrictions against the staging of
equipment in or adjacent to waters of the US, and coordination with the Division Environmental
Officer.
The NCDOT anticipates that the pipe replacement activities will be authorized under Nationwide
Permit 14 and the dewatering operations will be authorized under NWP 33. This application is
intended as a request for formal written authorization from the USACE for dewatering activities
occurring under NWP 33. This application is also intended as request for written authorization from
the NC Division of Water Quality to replace the pipes under General Water Quality Certificate #
3289 (NWP 14). Enclosed please find the project site map and the pre-construction notification
form for the above referenced project. Construction is anticipated to begin
as soon as practicable following authorization and take 5 days to complete.
If you have any questions or need any additional information, please contact
Chad Kimes at [phone] or Len Smith at [phone]. Your time and effort are
appreciated.
Sincerely,
D. Chad Kimes, District 1, Division 7
District Engineer, District 1, Division 7
cc: Mr. John Hennesssy, NCDWQ ?Q
Mr. Lenwood Smith, II, PWS, NCDOT G , ???VI61/
PHONE [phone] FAX [phone]

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
littp://www.saw.usace.army.miI/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.miI/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
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CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at littp:H/ vww.saw.usace.army.mi]/wetlands/nwpfinalFedRe(-'.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp:Hli2o.elinr.state.nc.us/ncwetIands/fees.fitmi. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
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Office Use Only: Form Version April 2001
q`
USACE Action ID No. D`'VQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. 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 14 and NWP 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
U. Applicant Information
1. Owner/Applicant Information
Name: Mike Mills PE Division Engineer
Mailing Address: PO Box 14996
Greensboro n.c. 27415-4496
Telephone Number: 336-334-3192 Fax Number:
E-mail Address: mmillndot.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: Chad Kimes, District Enuineer
Company Affiliation: NCDOT Division 7-District 1
Mailing Address: PO Box 766
Graham N.C. 27253
Telephone Number: 336-570-6833 Fax Number: 336-570-6873
E-mail Address: ekimesndot.state.ne.us
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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: McCauley Road (SR 1766)
2.T.I.P. Project Number (NCDOT Only): 6.472467 (non -TIP)
3.Property Identification Number (Tax PIN): N/A
4.Location
County: Alamance Nearest Town: Burlington
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From I-85/40 take SR 1928
(Jimmy Kerr Road) until you get to N.C. Hwy 49, then take a right at the stoplight and go 7.5
miles, SR 1766 (McCauley Road ) will be on the left.
S.Site coordinates, if available (UTM or Lat/Long): .. - sheet Al, I
(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:
Agriculture & residential
7.Property size (acres): N/A
8.Nearest body of water (stream/river/sound/ocean/lake): Owens Creek
9.River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/adniin/naps/.)
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10. Describe the purpose of the proposed work: Upgrade of an unpaved secondary road to a
paved secondary road.
11. List the type of equipment to be used to construct the project: Track Hoe, backhoe 8z gr ader
and bulldozer.
12. Describe the land use in the vicinity of this project:pasture and forest
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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
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1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not ]united to: mechanized clearing, grading, fill,
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 http://wwtiv. fema. 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
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of
Impact Average Width Perennial or
Site Number Type of Impact*
(Iincar Stream Name** of Stream Intermittent?
(indicate on map)
feet Before Impact (please specify)
16 (pm),
Site 1 Pipe replacement 10 (trop), UT/Owens Creek 2.0' Intermittent
5 (rp)
20 (pm),
Site 2 Pipe replacement 10 (tmp), UT/Owens Creek 2.5' Intermittent
5 (rp)
11 (pm),
Site 3 Pipe replacement 10 (tmp), UT/Ovens Creek 1.0' Intermittent
5 (rp)
20 (pm),
Site 4 Pipe replacement 20 (tmp), UT/Ovens Creek 8.0' perennial
20 (rp)
20 (pm),
Site 5 Pipe replacement 20 (tmp), UT/Owens Creek 5.0' perennial
20 (rp)
* 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/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
www-usgs.ogov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
\tN,,Av.mapcptest.corn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 87'-permanent (pm),70%
temporary (tmp), 55'-rip rap dissipaters rrp)
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3. 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 map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

I
i - i I
' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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)
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.
Pine replacement activities and widening activities are necessary to increase travel lane and
shoulder width to current construction standards. Tlie existing crosslines must also be reset in
order to restore aquatic life movement. Impacts will be minimized by strict enforcement of Best
Management Practices for the protection of wetlands and surface waters, and restrictions against
the staging of equipment in or adjacent to waters of the US.
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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 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://li2o.enr.state.nc.us/ncwetiands/strmgide.litm].
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 insignificant impact is anticipated. Cumulative impacts are less than 150 feet.
The impacts are not occurring in Outstanding Resource Waters or affecting federally
protected species.
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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 t,ttpAi20.enr.state.nc.usAym/index.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 of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
o 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 ?
IX. 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 213 .0233
(Meuse), 15A NCAC 213 .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:
-9-12
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
3
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.
X. 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 Februarv 25.1991 delep-ation agreement one conv of the sediment and
erosion control plan will be submitted to DENR - Division of Land Resources and NCDOT
Roadside Environmental Prior to construction.
XI. 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.
N/A
O Violations (DWQ Only)
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 ?
- 10-12
X1I. 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).
01
8-19.-0!
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
-11-12
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NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: Seven County: Alamance? Project ID: 6.472467
River Basin: Cape Fear Bridge No: N/A
Route: 1766
Stream: UT to Owens Creek
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS r r
ORW E E
WSI G E
WS ILHI OR IV, Crossing Within 0.5mi of W. S. Critical Area E r
Roadway Criteria:
Route Designation- Yes No
Arterial Urban ? r
Arterial Rural G G
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? Cl E
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
ENDANGERED SPECIES REVIEW FOR DIVISION 7
DISTRICT 1
State Pro'cct 0 SR Number Road Name County
6.472467 1766 McCauley Road Alamance
Alamance County
No Endangered or Threatened Species are listed.
Orange County
River Basin:
Smooth Coneflower (Echinacea laevi ata May be surveyed for from June to September
Habitat Survey Date Investigator(s) Man-hours Comments/ Findings
MichauxIs Sumac Rhus michacaii May be surveyed for from May to October
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
Small Whorled Po onia Isotria medeoloides May surveyed for from Ma y to June
Habitat Survey Date Investigator(s) Man-hours Comments/Findings

Red Cockaded Woodpecker Picoides borealis)
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
Dwarf Wedge Mussel Alasmodonta heterodon) - Neuse Basin
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
James s in ussel (Pleurobema collina) - Roanoke Basin
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
General Notes/Comments: A disjunct population of Bald cypress (Taxodium distichum) is located on this
road.
00
Division Environmental Officer Date
NATURAL RESOURCE EVALUATION SHEET
State Project # SR Number Road Name Count Investigator(s)
6.472467 1766 McCauley Road Alamance Len Smith
Date: River Basin: Water Quality Designation Buffer Rules (Y/N)
11/01/00 Cape Fear WS-116.5 miles to C.A. No
Primary Land Use Percent Residential Percent Agricultural: Percent Unmaintained:
Residential 30 40 30
Waters of the US
Streams

Station
Stream Name Perennial or
Intermittent Ave. Wdth
(OHWM) Ave.
Dpth
OHWM Ave.
Wdth
OB Ave. Dpth
JOB)
Notes
5+25 UT to Owens Creek Intermittent 2.0' 0.5' 3.0' 4.0'
7+50 UT to Owens Creek Intermittent 2.5' 0.33' 2.0' 2.0'
8+75 UT to Owens Creek Intermittent 1.0' <0.5' 1.5' 2.0'
11+30 UT to Owens Creek Perennial 8.0' 1.0' 16.0' 4.0'
31+40 UT to Owens Creek Perennial S. 0' 1.66' 7.0' 3.0'
M.M. = Mile Marker, OHWM = Measurements made from Ordinary High Water Marker, TOB =
Measurements made from the Top of the Bank
Wetlands
Within 100-year Distance to
M.M. Floodplain Nearest Stream Cowardin Classification Dominant Plants
linear feet
Open Water
M.M. Name of Waterbody
if applicable) Type of
Waterbod M.M. Name of Waterbody
if applicable) Type of Waterbody

General Notes/Comments:
Division Environmental Officer Date
1
7.

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9-D iopoguaas Copyright 0 1999 DeLorme Yarmouth, U 04095 Source Data: 0SG3 i 950 ft Scale: 1 : 21,000 Detail: 13-1 Datua: IAD27
August 10, 2001
Site 1
Construction Sequence and Erosion Control Plan for Pipe
Replacement of Pipe with Pipe in an Intermittent Stream
Alamance County - SR 1776
Work to begin as soon as practicable following authorization
Construction is anticipated to take 1 day.
1. ALL WORK WILL BE CONDUCTED IN THE DRY.
2. Prior to removing the existing pipe, install a rock silt screen downstream to prevent
incidental sediment loss due to unforeseen precipitation.
3. Remove one existing line of 36' long 18" RC pipe.
4. Excavate to sufficient depth to allow 20% burial of the pipe, place base stone, and
single line of 52' long 18" RC pipe.
5. Backfill the structure.
6. Place rip-rap on the four corners of the exposed banks.
7. Remove the rock silt screen and restore natural stream contours.
8. Seed and mulch remaining disturbed areas.
9. Silt fences to be placed as site conditions require.
10. Site conditions and weather may alter these plans.
Supervisor Approved
S PACE p'
1SX3XZ'

-------- t?._._ y- ? cx 36RCPT
'-1 "

(VOTE : Riprap will be
contained within
right of way.
SLOPE
* I--
TERRAIN b(AX. SLOPE
LEVEL 2:1
ROLLING 2:1
}QL1.Y 1-1/2:1
Sz '(H!- I8"RCt-
5+40
30' 5
30'
5+40 5
1 50' S0' +
PERMANENT DRAINAGE,
EASEMENT
SITE 1
McCAULEY ROAD (SR 1766)
ALAMANCE COUNTY
CAPE FEAR RIVER BASIN
SCALE 1" =50'
bo'
RIGHT OF WAY
20'-0' 6'-0' 6•.0•
)ULDER PAVEMENT ?;J, OULDER Drrai
1/4' / FT. I 1A / FT.
1'/ FT. /FT.
41
0
a
TAIL
August 10, 2001
Site 2
Construction Sequence and Erosion Control Plan for Pipe
Replacement of Pipe with Pipe in an Intermittent Stream
Alamance County - SR 1776
Work to begin as soon as practicable following authorization
Construction is anticipated to take 1 day.
11. ALL WORK WILL BE CONDUCTED IN THE DRY.
12. Prior to removing the existing pipe, install a rock silt screen downstream to prevent
incidental sediment loss due to unforeseen precipitation.
13. Remove one existing line of 32' long 30" RC pipe.
14. Excavate to sufficient depth to allow 20% burial of the pipe, place base stone, and
single line of 52' long 18" RC pipe.
15. Backfill the structure.
16. Place rip-rap on the four corners of the exposed banks.
17. Remove the rock silt screen and restore natural stream contours.
18. Seed and mulch remaining disturbed areas.
19. Silt fences to be placed as site conditions require.
20. Site conditions and weather may alter these plans.
Supervisor Approved
. I V?

3dOIS

l?
y 11ONVII9

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3d01S'XVIN rU?
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ti
August 10, 2001
Site 3
Construction Sequence and Erosion Control Plan for Pipe
Replacement of Pipe with Pipe in an Intermittent Stream
Alamance County - SR 1776
Work to begin as soon as practicable following authorization
Construction is anticipated to take 1 day.
21. ALL WORK WILL BE CONDUCTED IN THE DRY.
22. Prior to removing the existing pipe, install a rock silt screen downstream to prevent
incidental sediment loss due to unforeseen precipitation.
23. Remove one existing line of 31' long 12" plastic pipe.
24. Excavate to sufficient depth to allow 20% burial of the pipe, place base stone, and
single line of 52' long 18" RC pipe.
25. Backfill the structure.
26. Place rip-rap on the four comers of the exposed banks.
27. Remove the rock silt screen and restore natural stream contours.
28. Seed and mulch remaining disturbed areas.
29. Silt fences to be placed as site conditions require.
30. Site conditions and weather may alter these plans.
Supervisor ? : I APProved
?
1
+-
GE
I
1
1 NON JURISDICTIONAL
1 ON INLET END OF PIPE
1 Z°X3arz
1> ',e) 32'-30" R p / 1s ,NG SPACE
100.
NO PIPE 14' -1.2 13,L - Z° x 3 x Z
022
TAIL DITCH
1
300 / +70 8+56 ` TAIL DITCH -
30' 30& - -r
?7+70
501 50' 8+56 ? ? . 8+76 ?
50 ?0, PROPosE-D
Intermittent Stream /!!
J' o PERMANENT DRAINAGE S2'ca !g"'fir'
EASEMENT BRANCH
4
NOTE : Riprap will be
contained within
right of way.
SITE 3
McCAULEY ROAD (SR 1766)
ALAMANCE COUNTY
CAPE FEAR RIVER BASIN
SCALE I" =50'

* TOULM .1
LEVEL
ROL LDiG
FM-LY
NLkX. SLOPE
2:1
2:1
I- 1x2:1
SITE -I-
07-12-01
Construction Sequence & Erosion Control Plans
For
NBIS #oo-zasz
Pipe Replacement with Pipe in
Alamance County on SR-1766, McCauley Road
To be scheduled with Maintenance later this year.
Replace existing 40' line of 60" pipe with 60' of 73" x 55" CMPA.
1. Install Rip Rap Check Dam.
2. Excavate excess material around existing pipe above water line.
3. Install sand bags to contain water or pump water around if site requires.
4. Remove existing line of pipe and place base stone.
5. Place new pipe and backfill.
6. Rip rap ends and remove sand bags when site allows.
7. All required de-watering will be into a 10'x 15' Dirt Bag.
S. Silt Fences to be installed as site conditions require.
9. Seed and mulch as needed during project.
10. Site conditions and weather may alter these plans.
u ervisor z-
? Annrnvrri by

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con
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O
SITE 4
McCAULEY ROAD (SR 1766)
ALAMANCE COUNTY
CAPE FEAR RIVER BASIN
SCALE 1" =50'

NOTE : Riprap will be
contained within
right of way.
SLOPE
*I-,
2
60'
RIGHT OF WAY
g -0 20'-0'
?ULDER PAVEMENT
114' / Fr. 1/4' / Fr.
1'/ Ff. L
S1"f-9CE -7o
IS X3X Z-
SLOPE
*TERRAIN MAX. SLOPE
LEVEL 2:I
ROLLING 2:1
IM-LY
1+0C
rn+
PERMANENT DRAINAGE
EASEMENT
l
Perennial Stream
PERMANENT DRAINAGE
EASEMENT
6O'
6'-0' . 6'-0'
Ci7 5
o7-12-o]I
Construction Sequence & Erosion Control Plans
For
NBIS #00-2153
Pipe Replacement with Pipe in
Alamance County on SR-1766, McCauley Road
To be scheduled with Maintenance later this year.
Replace existing 40' line of 60" pipe with 60' of 73" x 55" CMPA.
1. Install Rip Rap Check Dam.
2. Excavate excess material around existing pipe above water line.
3. Install sand bags to contain water or pump water around if site requires.
4. Remove existing line of pipe and place base stone.
5. Place new pipe and backfiill.
6. Rip rap ends and remove sand bags when site allows.
7. All required de-watering will be into a 10'x 15' Dirt Bag.
8. Silt Fences to be installed as site conditions require.
9. Seed and mulch as needed during project.
10. Site conditions and weather may alter these plans.
c
erv i s o r A C ' Annroved by

b

_ 1 1
I
I-zj
a I
I I
I

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cn
J
Q?
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o
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c?
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1 I
/

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--C
• A
SITE 5
McCAULEY ROAD (SR 1766)
ALAMANCE COUNTY
CAPE FEAR RIVER BASIN
SCALE I" =50'
PERMANENT DRAINAGE
SPACE- Sao' EASEMENT
1 2-x 3 x Z. Perennial Stream
BRANCH

. 601
? 31+95 ?

D?
'10T C?
\
\ + 60
• (? I $X 3 XZ
??\ too 3 • +
f 31+95
\ \ 40.60 30,
S 83 1 '5511 E.
coo ~ ` - - `` . ?? a®
.i

-? O X1Di.3
--
O _ --

30+95 j `-
30' a
NOTE: Riprap will be 31+95
'
contained within 30
right of way. 30+95
?
60'
L31 95
60'
PERMANENT DRAINAGE
EASEMENT'

RIGHT OF WAY
8 -0- 20'-0' 6-0' 6'-0'
SHOULDER PAVEMENT SHOULDER DITCH
1/t /FT. 1/4 FT
I-/FT.
1'/ FF.
SLOPE

/
4:1
SLOPE
:}=TERRAIN MAY. SLOPE
LEVEL 2:1
ROLLING 2:1
M1 I Y 1- 1/2:1
4
I At

Site 2: Pipe outlet

Site 3: View of the non jurisdictional ditch receiving flow from the adjacent property.

T Site
i

n
Site 5: View upstream T
j Site 4: Pipe outlet /
al.

1
i
1
1
i
T Site 5: Pipe outlet
T