20011351 Ver 1_Complete File_20010908

State of North Carolina
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
/ •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 7, 2001
Rockingham County
DWQ Project No. 011351
APPROVAL of 401 Water Quality Certification
Mr. J.M. Mills, P-E- Division Engineer
1584 Yanceyville Street
Greensboro, NC 27415
Dear IvIr. Mills:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 135 linear feet of streams for the purpose of widening SR 1521 in Rockingham County. The
project shall be consuucted in accordance with your application dated August 10, 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 regulation 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 mgt 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 40I/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 27699-1621
Telephone [phone] FAX. [phone]
An Equal Opporumity Affirmative Action Employer 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
/ 0
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
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.
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 1521\wqc\011351wgc.doc
Sin erely,
/ horpe, P .
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
State of North Carolina
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
N-CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ROAD CROSSING CERTIFICATION GENERAL CERTIFICATION FOR PROJECTS
ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 14 (ROAD
CROSSINGS), REGIONAL GENERAL PERMIT 198200031 AND NEUSE/TAR-
PAMLICO/RANDLEN1AN BUFFER RULES
This General Certification is issued in conformity vdth the requirements of Section 401, Public Laws 92-
5W and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15A NCAC 2H, Section.0500 and 15A NCAC 2B .0200 for the discharge of fill material to
waters and aedand areas as described in 33 CFR 330 Appendix A (B) (14) of the Corps of Engineers
regulations (Le., Nationwide Permit No. 14 and Regional General Permit 198200031) and for the Neuse,
Tar Pamlico and Randleman Buffer
Rules (15A NCAC 2B .(P-33,.0259 and -0250)- The category of activities shall include any fill activity for
road crossin2 and is limited to fill less than one-third of an acre. This Certification replaces Water Quality
Czrrdfication Number 2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued
on January 21, 1992, Water Quality Certification Number 2732 issued on May 1, 1992 and Water Quality
Certification Number 3103 issued on February 11,499-7. This WQC is rescinded when the Corps of
Engineers re-authorizes Nationwide
Permit 14 or Regional General Permit 198200031 when deemed appropriate by the Director of the DWQ.
The State of North Carolina certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification-
1 _ Proposed fill or substantial modification of wed=ds or wztes (including streams) under this General
Cerdficzfion requires application to and prior wrriaen pence from the Division of Water Quality;
2. In accordance with North Carolina General Smaw- Section 143-215.3D(e), any application for a 401
Water Quality Certification must include the- appropriate fee.. If a project also requires a CAMA Permit,
one payment to both agencies shall be subruimd and will be the higher of the two fees;
3- In accordance with 15A NCAC 2H A506 (h) compensatory mitigation may be required for impacts to
- - -- - streams amdlor wetlands. In addition, -buffer-me? may be required for any-project with Buffer --
Rules in cff6a at the time of application A dfteamination of buffer, wetland and stream mitigation
requ iremeuts shall be made for any Certification for this Nationwide Permit. The most current design
and moudoring protocols from DWQ shall be f )flowed and written plans submitted for DWQ approval
as required in those protocols;
4- For any prc jest involving a stream re-aligmmeul;, a Stream relocation plan must be included with the 401
application for written DWQ approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel, to the maxims extent practical. The new channel should
be consuneted in the dry and water shall not be turned into the new channel until the banks are .
stabilized- Vegetation used for bank siabrilizaCkm shall be limited to native woody species, and should
include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both
sides of dire relocated channel to the maximum extent practical. A transitional phase incorporating coir
Weilands/401 Unit 1650 MA] Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An E4ea1 Opportunity Affirmative Ac6am Empk7w 50% recycled/10% post consumer paper'
State of North Carolina
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
lralh'?WAJ
1 •
Adaftwo ML
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain
the physical integrity of the stream, but the applicant must provide written justification and any
calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is
not practical on-site, then stream impact will need to be mitigated elsewhere;
Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins requires written
concurrence from DWQ in accordance with 15A NCAC 2B.0233, 15A NCAC 2B .0259 and .0250 and
15A NCAC 2H.0500. New development activities located in the protected 50-foot wide riparian areas
(whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico and Randleman River Basins
shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233,
15A NCAC 2B .0259 and .0250. All new development shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. Activities listed as "exempt" from these rules do not need
to apply for written concurrence under this Certification;
6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill
projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or
bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction
of the floodway that may result in destabilization of streams or wetlands;
7. If this Certification is used to access building sites, all lots owned by the applicant must be buildable
without additional fill beyond that allowed under other General Certifications. Deed restrictions must be
placed on the remaining wetlands and streams on these lots to restrict future wetland and stream fill.
DWQ shall be sent copies of all deed restrictions applied to these lots;
8. That appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual"
- or the "North Carolina Surface Mining Manual" _whichever- is more appropriate (available from the
Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the appropriate
turbidity water quality standard;
9. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural.
grade restored within two months after the Division of Land Resources has released the project;
10. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the
state until the concrete has hardened;
Wet1andst401 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

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
lffl'?WAJ
Michael F. Easley, Governor NCDENR
William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF
Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES
11. This Certification shall be utilized for roads from natural high ground to natural high ground. The
Certification for Nationwide Permit 18 may not be used in conjunction with this Certification to create
high ground for road access;
12. If an environmental document is required. this Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Deccision (ROD) is issued by the State Clearinghouse. All
water quality-related conditions of the FONSI or ROD shall become conditions of this Certification;
13. That additional site-specific conditions may be added to projects proposed under this Certification in
order to ensure compliance with all applicable Rater quality and effluent standards;
14. When written concurrence is required, the t is required to use the enclosed "Certification of
. Completion Form" to notify DWQ when aB ?- included in the 401 Certification has been completed;
15. Concurrence from DWQ that this Certifies applies to an individual project shall expire three years
from the date of the cover letter from DWQ or on the same day as the expiration date of the
corresponding Nationwide Permit 14 and tonal General Permit 198200031 whichever is sooner.
Non-compliance with or violation of the condi1icus herein set forth by a specific fill project may result in
revocation of this Certification for the project any may also result in criminal and/or civil penalties.
The Director of the North Carolina Division oif Water Quality may require submission of a formal
application for individual certification for any pry -t in this cater_ory of activity, if it is determined that the
project is likely to have a significant adverse eff6-~t upon Rater quality or degrade the waters so that existing
uses of the wetland, stream or dowasweam wad are precluded.
Public hearings may be held for specffic applicati outs, or group of applications prior to a Certification
decision if deemed in the public's best interest by the Diretxor of the North Carolina Division of Water
Quality.
Effective date: I June ?O(l0
DIVISION2 OF WATER QUALITY
$v
Kerr T_ San-ens
WQC A 3289
Wedands/401 L`ait 1650 NW Service Cm= Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Oppor=uty AM-=-- A-- E-pluw- 50% recycled/ 10% post consumer paper
t.# ,t
as #a
011351,
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
August 10, 2001
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
ATTN: Ms. Cynthia Van Der Wiele
Wetlands/401 Unit
Dear Ms. Van Der Wiele:

SUBJECT: Rockingham County, Extension of a 72-inch Corrugated Metal Pipe under Danny
Road (SR 1521)
Please find seven (7) copies a Pre-Construction Notification Application package for the
aforementioned activity. If you have any questions or need any additional information, please
contact John Hunsinger at [phone] or Len Smith at [phone]. Thank you for your
time and assistance.
Sincerely,
?..?
John Hunsinger
District Engineer
attachments
cc: Mrs. Jean Manuele, USACE o l
Mr. Lenwood Smith, II, NCDOT

P.O. Box 2513, Reidsville, N.C. 27323-2513 Telephone No. [phone] Fax No. [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
August 10, 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: Rockingham County, Replacement of one line of 72-inch Corrugated Metal Pipe
under Danny Road (SR 1521).
The North Carolina Department of Transportation (NCDOT) proposes to replace one line of 25-feet
long 72-inch Corrugated Metal Pipe with one line of 60-feet long 72-inch Corrugated Metal Pipe
within an Unnamed Tributary (UT) to Buffalo Creek. The UT is located within the Roanoke River
Basin. This activity is being conducted as part of a project to upgrade SR 1521 from an unpaved to
a paved secondary road to reduce future maintenance needs, bring the road up to current
construction standards, and increase traffic safety. Total project length is 0.70 miles.
Permanent impacts will result from the placement of fill in 60 linear feet of channel. A significant
skew will be placed on the pipe to avoid a rock outcrop located directly in front of the existing pipe.
Direct placement of the pipe within the existing footprint would require blasting of the outcrop
resulting in increased disturbance of the waterway from increased sediment, noise, and modification
of the natural channel contours and substrate. To prevent erosion due to the angled flow rip-rap
energy dissipaters being placed above the ordinary high water mark will impact 80 linear feet of
stream bank. Temporary travel lane realignment (to prevent closure of the dead end road); and the
placement of sand bags, rock silt dams, or sheet piles during the dewatering operation will result in a
total of 40 linear feet of temporary impacts. Following completion of the pipe replacement activity,
all dewatering structures will be entirely removed and natural stream contours will be restored and
seeded.
A special condition exists regarding this project. The presence of nearby rock outcrops indicates that
burial to 1-foot below the streambed may be hindered due to the presence of bedrock under the
existing pipe. Correspondence is being submitted to David Cox of the NC Wildlife Resource
Commission requesting guidance on the burial of the pipe. Efforts will be made to bury the pipe to a
PHONE [phone] FAX[phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF T LANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
depth that allows for aquatic life movement in accordance with Mr. Cox's recommendations. A
copy of Mr. Cox's recommendations will be forwarded to the USACE and NC Division of Water
Quality (NCDWQ) upon receipt.
Required mitigation is not anticipated, as the impacts do not exceed 150 feet. The project is not
located in a High Quality Water. No Threatened or Endangered species were observed during field
surveys conducted by Len Smith and Tim Savidge for species known to occur in Rockingham
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 pipe replacement activity will be authorized under Nationwide Permit
14 and the dewatering operation will be authorized under NWP 33. This application is intended as a
request for formal written authorization from the USACE to dewater the stream under NWP 33.
This application is also intended as request for written authorization from the NCDWQ to replace
the pipe 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 2 weeks to complete.
If you have any questions or need any additional information, please contact
John Hunsinger at [phone] or Len Smith at [phone]. Your time and effort are
appreciated.
Sincerely,
John B. Hunsinger
District Engineer, District 3, Division 7
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. Lenwood Smith, II, PWS, NCDOT
PHONE [phone] FAX [phone]
e..? SfA7F
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
August 10, 2001
North Carolina Wildlife Resource Commission
1142 I-85 Service Road
Creedmoor, NC 27522
ATTN: Mr. David R. Cox
Highway Coordinator
LYNDO TIPPETT
SECRETARY
SUBJECT: Rockingham County, Replacement of one line of 72-inch Corrugated Metal Pipe
under Danny Road (SR 1521).
Dear Mr. Cox
The North Carolina Department of Transportation (NCDOT) proposes to replace one line of 25-feet
long 72-inch Corrugated Metal Pipe with one line of 60-feet long 72-inch Corrugated Metal Pipe
within an Unnamed Tributary (UT) to Buffalo Creek. The UT is located within the Roanoke River
Basin. This activity is being conducted as part of a project to upgrade SR 1521 from an unpaved to
a paved secondary road to reduce future maintenance needs, bring the road up to current
construction standards, and increase traffic safety.
The presence of nearby rock outcrops indicates that burial to of the pipe to 1-foot below the
streambed as required under Nationwide Permit 14 may be hindered due to the presence of bedrock
under the existing pipe. This letter is intended as a formal request for recommendations regarding
burial of the new pipe to being placed at the location shown on the attached 7.5 Minute Series
USGS topographic map. A Pre-Construction Notification requesting authorization from the US
Army Corps of Engineers and NC Division of Water Quality is being submitted in conjunction with
this letter. Construction is anticipated to begin as soon as practicable following authorization and
take 2 weeks to complete.
PHONE [phone] FAX [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
If you have any questions or need any additional information, please contact
John Hunsinger at [phone] or Len Smith at [phone]. Your time and effort are
appreciated.
Sincerely,
John B. Hunsinger
District Engineer, District 3, Division 7
attachment
cc: Mrs. Jean Manuele, USACE
Ms. Cynthia Van der Wiele, NCDWQ
Mr. Lenwood Smith, II, PWS, NCDOT
PHONE [phone] FAX [phone]

0
of
WATFAG
. ? .c
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
http://www.saw.usace.armv.mil/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.mil/wetlands/regiour.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).
Page 1 of 11
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 http://www saw usace.army.mil/wetlands/nwpfinalFedReg_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 http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. 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.
Page 2 of I I
Office Use Only: Form Version April 2001
.
USACE Action ID No. DWQ No. 011351.
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
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: 14 & 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, PEA Division Engineer - Division 7
Mailing Address: 1584 Yanceyyille Street
Greensboro NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mmillsndot.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: Mr. John B. Hunsinger, District 3 Engineer
Company Affiliation: NCDOT - Division 7
Mailing Address: PO Box 2513
Reidsville NC 27323-2513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jhunsin er o,dot.state.nc.us
Page 3 of 11
M. 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: Rockingham County - Danny Road (SR 1521)
2. T.I.P. Project Number (NCDOT Only): 6.512565 (^Non-TIP)
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Rockin hag_m ^ Nearest Town: Stoneville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Site A is located approximately
1475 feet north of the intersection of Settlement Loon (SR 1593) and Danny Road (SR 1521)
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. Describe the existing land use or condition of the site at the time of this application:
Residential and agricultural
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Buffalo Creek
9. River Basin: Roanoke
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mVs/.)
Page 4 of 11
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:Road construction equipment.
12. Describe the land use in the vicinity of this project: Roadside shoulder and ditch.
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.
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.
Page 5 of 11
1. Wetland Impacts
Wetland Impact
Site Number
indicate on map)
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 include, but are not limited to: mechanized clearing, grading, rill,
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 athttp://www.fema.g .
*** 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:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
inear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease s ify)

1521 Site A
Pipe
Replacement 35 (pm)
40 (trop)
100 (rp)
UT to Buffalo Creek
11 feet
Perennial

* 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.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 35-permanent (pm), 20
temporary jtmo, 100 - dprap (rp)
Page 6 of 11
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 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 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: NIA 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 minimiwd once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Pine renlacement and widening activities are necessary to increase travel lames and shoulder
width to current construction standards.. Impacts are being, minimized by skewing the pipe to
prevent removal of a rock outcrop located in front of the existing pipe. Direct placement of the
pipe within the existing footprint would require blasting of the outcrop resultingL in increased
disturbance of the waterway from increased sediment, noise, and modification of the natural
channel contours and substrate. Additional ' acts will be minimised by strict enforcement of
Rest MaMement practices for the protection of wetlands and surface waters, and restrictions
against the staging of equipment in or adjacent to waters of the U.S.
Page 7 of 11
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://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/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 High Quality or Outstanding Resource Waters.
Page $ of 11
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.state.nc.usLv/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
IX. 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 ?
X. 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 )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 11
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. Required
Zone* hnpact
(square feet Multiplier
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss storrawater 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
XII. 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.
XIII. 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 ?
Page 10 of 11
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).
The presence of nearby rock outcrops indicates that burial to 1-foot below the streambed may,
be
hindered due to the presence of bedrock under the existing pip. Correspondence (see attached)
is being submitted to David Cox of the NC Wildlife Resource Commission reqmesting_guidance
on the burial of the pipe. Efforts will be made to bury the pipe to a depth that allows for aquatic
life movement in accordance with Mr. Cox's recommendations. A copy of Mr. Cox's
recommendations will be forwarded to the USACE mnd. NC Division of Water Quality
(NCDWQ) upon receipt.
-Z-Z- -0
Appli Agent's'Signature ° Date
(Agent's signature is valid only if an authorization letter from the applicant is provided)
Page 11 of 11
NATURAL RESOURCE EVALUATION SHEET
State Project # SR Number Road Name County Investigator(s)
6.512565 1521 Danny Road Rockingham Len Smith
Date: River Basin: Water Quality Designation Buffer Rules (Y/N)
10/04/00 Roanoke WS-1v No
Primary Land Use Percent Residential Percent Agricultural: Percent Unmaintained:
Residential 50 0 50
Waters of the US
Streams

M.M.
Stream Name Perennial or

Intermittent Ave. Wdth

(OHWM) Ave. Dpth

(OHWM) Ave. Wdth

(TOB) Ave. Dpth

(TOB)
Notes
0.25 UT to Buffalo Creek Perennial 11.0' 1.0' 3.0'

M.M. = Mile Marker, OHWM = Measurements made from Ordinary High Water Marker, TOB =
Measurements made from the Top of the Bank
Wetlands

M.M. Within 100-year
Floodplain Distance to
Nearest Stream
(linear feet)
Cowardin Classification
Dominant Plants
N/A

Open Water

M.M. Name of Waterbody
(if applicable) Type of
Waterbody
M.M. Name of Waterbody
(if applicable) Type of Waterbody
N/A

General Notes/Comments:
Division Environmental Officer Date
ENDANGERED SPECIES REVIEW FOR DIVISION 7
DISTRICT 3
State Project # SR Number Road Name County
6.512565 1521 Danny Road Rockingham
Caswell County
James spinymussel (Pleurobema collina) - Roanoke Basin
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
Rockingham County
Smooth Coneflower (Echinacea laevigata) May be surveyed for from June to September
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
No 10/04/00 Len Smith 1.0
James spinymussel (Pleurobema collina) - Roanoke Basin
Habitat Survey
Date Investigator(s) Man-hours Comments/Findings
Marginal 11/29/00 Tim Savidge, Len Smith 2.0
Potential Species (Listed in Nearby Counties)
Schweinitz's sunflower (Helianthus schweinitzii)- Rockingham County - May be surveyed for from late
August to October
I Habitat Survey Date Investigator(s) Man-hours Comments/Findings
No 10/04/00 Len Smith 1.0
Small anthered bittercress (Cardamine micranthera) - Rockingham and Caswell Counties (Roanoke Basin)
May be surveyed for in April and May
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
No 11/29/00 Tim Savidge, Len Smith 2.0
General Notes/Comments:
g /O d/
Division Enviromnental Officer Date
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: Seven County: Rockingham Project ID: 6_512565
River Basin: Roanoke Bridge No: N/A
Route: 1521
Water Quality Criteria:
Stream: UT to Buffalo Creek
Yes No
Stream Crossing Blue Line On USGS r r
ORW r r
WSI r r
WS 11,111 OR IV, Crossing Within 0.5mi of W.S. Critical Area r r
Roadway Criteria:
Route Designation-
Yes No
Arterial Urban r r
Arterial Rural r r
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? F F
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
DIVISION OF HIGHWAYS
PLAN AND PROFILE FOR PROPOSED SECONDARY ROAD IMPROVEMENT
SR 1521 DANNY ROAD
ROCKINGHAM COUNTY - MAYO TOWNSHIP
LENGTH 0.62 MILES 50' RIGHT OF WAY
W.O. 6.512565 NOVEMBER 16, 2000
UTILITIES: DUKE POWER
SPRINT
DAN RIVER WATER
HORIZONTAL SCALE 1" =100' / VERTICAL SCALE 1" = 20'
10 10 20
LOCATION: 2.7 MILES NORTHEAST OF STONEVILLE OFF SR 1593
TYPE OF WORK: EXTEND 72" CMP TO ALLOW FOR ROAD UPGRADE
UI
a
------ ----
I
.?'So I I
r$q,`F+rr?`cy?`
??1?4b O Y?
Z9
b 1.1
j
I I I
i
Ill
:b i T i 96'OL3£l ld
b
,?,4 aaa ? I I
'b Im
SITE 1
OVERVIEW (SCALE 1" = 200')
VICINITY MAP (N T S)
LEGENDS, TYPICALS, DETAILS, '& SPECIAL CONDITIONS
PROJECT LEGEND
0 POWER POLE A GUY WIRE
0 TELEPHONE PEDESTAL
0 WELL/ WELL HOUSE
•- FENCELINE
EXISTING R/W
0 EXISTING IRON PIPE
PROPOSED R/W
NOTE : ANY POINTS ON MAP OTHER THAN LEGEND POINTS WILL
BE LABELED ON MAP.
EROSION CONTROL LEGEND
® SILT BASIN TYPE B
LN, ROCK SILT CHECK TYPE B
0 PIPE OUTLET PROTECTION
a ROCK SEDIMENT DAM TYPE B
--? SILT FENCE
-TSD -SILT DITCH
PIPE INLET PROTECTION
--EARTH BERM
T SLOPE DRAIN
nr SYNTHETIC ROVING
=JEEI RIP RAP
EROSION CONTROL - SEQUENCE OF OPERATIONS
1. Review Erosion Control Plans and Standards. Identify all
release points (outlets of crossline pipes, tail ditches,
roadway ditches, fill slopes, etc.).
2. Install all measures @ release points prior to clearing &
grubbing. See Erosion Control Standards for proper
installation.
3. Begin grading operations - install all other measures as
grading progresses and monitor their effectiveness.
If any measures need to be changed, consult Highway
Maintenance Engineer. Show changes on Erosion Control
Plans.
4. Straw & Tack to be applied to grades of 0%-1%,
Erosion control matting to be applied to grades of 1%-3%,
Synthetic roving to be applied to grades of 3%-5%,
Stone liner to be applied to grades of 5% and above.
5. Install slope drains in problem areas as needed during
construction.
6. Locate all borrow pits and waste areas with their erosion
control measures on Erosion Control Plans or attach a
separate sheet showing same.
7. Before moving to next job site, review all measures for
effectiveness; make any adjustments, clean-outs, or
repair; call Roadside Environmental Department for
installation of ditch liner and seeding and mulching of
all disturbed areas.
8. Continue to check and maintain all measures after each
significant rainfall until all disturbed areas become
stabilized.
9. Fill in all silt basins and silt ditches; remove all silt
fences and slope drains; redistribute all stone from silt
checks, sediment dams, and silt screens. Seed and mulch
disturbed areas.
TYPICAL CROSS SECTION (NTS )
C
4' 61 9, 9, g,
DL SHLDR. PAVEMENT SHLDR.
ADD 1' PAVEMENT TO INSIDE OF CURVE FOR A 8° -15° CURVE.
ADD 2' PAVEMENT TO INSIDE OF CURVE FOR A 16° -22° CURVE.
Zj I
rt+ ?4 j
I
K=:' f rr
L?' I
? f r` I
?r ff' II II II 11 II II II
Z cn,
E f ?~ "J
f f
f-
1 frr
r
/ r 41 f
f
f ? 4
V rr?r ? T
? ff r
f fi r r
f I
r
?`--
11 I I I I 11 11 I I I I T? z
Z-j
^--J C! C") M
,
-C4r
154 w`?? --?• I?r ?
?-n W KM
/+..lami -? Uri ts4p
•, (co)
C3
co
Z.- m m
t CD
F
''. ,t m
August 10, 2001
Site A
Construction Sequence and Erosion Control Plan for Replacement of
Pipe with Pipe on a Dead End Road - Rockingham County, SR 1521
Work to begin as soon as practicable following authorization.
Construction is anticipated to take 2 weeks.
1. Install a rock silt dam downstream of the work area to prevent incidental sediment
loss.
2. Install sand bags, cofferdams, or sheet piles to allow dewatering of the work area.
3. Install pumps to divert flow around the work area.
4. Place a temporary extension at one end of the existing pipe to allow a travel lane
shift.
5. Place a temporary detour over the temporary extension.
6. Opposite the detour, remove existing CM pipe to at least the center line of the
roadway.
7. Excavate to sufficient depth to allow burial of the pipe to 1', place base stone, and
sections of 30' long 72" CM pipe.
8. Backfill the new section of pipe and place rip-rap at the end.
9. Place the temporary detour over the new sections of pipe.
10. Remove remaining sections of pipe.
11. Excavate to sufficient depth to allow burial of the pipe to 1', place base stone, and
sections of 30' long 72" CM pipe.
12. Backfill the new section of pipe and place rip-rap at the end.
13. Remove the sand bags, rock silt dams, or sheet piles and restore the natural stream
contours.
14. Place final roadway in desired location.
15. Notify landscape department for final seeding.
16. Silt fences to be placed as site conditions require.
17. A 10' X 15' dirt bag will be used to remove excess water in the hole where the new
pipe is being replaced.
18. Site conditions and weather may alter these plans.
19. A pump around system may not be utilized if site conditions allow.
1 n r? n 7--r-t-- "%j
S-2310(

H

4
S
2
J

v?
Q-j
V A

Yll
3

a?
A
4
S? f

3
Z6
?a
R a

?a
n'

y? t ?

v?

wu ?'a

F

t
r.j
?sJ
L?
1
e

t

/ '
,r a r ,
w " 79G \
®a
Cem
-J
F
J, Cem hJ1521 ite t, \ ?u ;-
794
r / - 1 •%, 1
r 'fib i ;? / cad \ \ " / L -r
Cem
r
I. /
f
8* w
Name: SOUTHWEST EDEN Location: 17 601960 E 4037802 N
Date: 7/11/2001 Caption: Location of proposed pipe replacement for Danny Road
Scale: 1 inch equals 2000 feet

1K ? 5i
? ' .mss x - ?
_ ? I r y c {CF ,.
?f l
View of the pipe inlet.
View facing upstream from the existing pipe.

cif
View of the pipe outlet. Note the large blowhole.

View directly downstream from the existing pipe. Note the presence of the large outcrop diverting flow
leaving the existing pipe.
1 ,? d
2 1 ..
? r _ •_t4'~• xY ? ?'l??A?dt ?'1 °r., r?.- - ?tE3y..
?+ '?`. -r•. ?• T 1. ° ! ' rs ,per

View of the channel that has formed along the existing roadbed due to the presence of a rock outcrop that
diverts water flowing from the existing pipe.