20060994 Ver 1_Complete File_20060919

? W A j F Michael F. Easley, Governor
\O?? RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?- Alan W. Klimek, P.E. Director
Division of Water Quality
O ?
DWQ Project No.: 2:001p 09 9 4 VfV- Z County:
Applicant: NC-1>D T- PIV 5 ?o?+ G ?wnc.Q
Project Name: 52 19 x 01 (Rwr Nett ?? ? - e+w¢^o,Qn ? f A-po,; Y
Date of Issuance of 401 Water Quality Certification: 0-7.1 IS0lp
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401 Transportation Permitting
Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form
may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, Ton/ G. /Jan" hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent o e 1 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and o er sup materials.
Signature: Date: /
Agent's Certificatio
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
pr 44 ? l;
SEP ?
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One
NwhCarolina
Transportation Permitting Unit Naturally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httgJ/h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project No.: 200(0 0 99 `f
County: tAlCc ke
Applicant: AlCboT TPIV 5, art/ 9. A 4,1ce
Project Name: 59 1909 (PUirAt // Road) - @ vNGY9Cr?Gy ?.??a: r
Date of Issuance of 401 Water Quality Certification: 04,12010(o
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401 Transportation Permitting
Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form
may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, 73-j? G, Nance , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent oft 1 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and oth sup materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Date:
Engineer's Certification
Partial Final
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
#Ik4?
sep ??4w,
1 IIV T 1-1'0S,q SiT-?
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Intemet: httpJ/h2o.enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
\ NAT ?94G
-
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 13, 2006
Wake County
DWQ Project No. 20060994 ver.2
SR 1909
APPROVAL of 401 WATER QUALITY CERTIFICATION and NEUSE BUFFER AUTHORIZATION, with
ADDITIONAL CONDITIONS
Mr. Jon G. Nance, P.E., Division Engineer
NCDOT, Division 5
2312 North Duke Street
Durham, NC 27704
Dear Mr. Nance:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of
emergency pipe repair to SR 1909 in Wake County:
Stream Impacts in the Neuse. River Basin
Site Culvert Impact to
Perennial Stream
(linear ft). Rip Rap Impact to
Perennial Stream
linear ft Temporary Dewatering
to Perennial Stream
linear ft Total Stream
Impact
linear ft).
1 14 20 34 Concurrent 34
2 8 20 28. Concurrent 28.
Total: 22 40 62 Concurrent 62
Total Stream Impact for Project: 62 linear feet.
Neuse Rinarian Buffer Impacts
Site Zone 1 minus = Zone 1 Zone 1. Buffer Zone 2 minus = Zone. 2 Zone 2 Buffer
Impact Wetlands Buffers (not Mitigation Impact Wetlands Buffers Mitigation
(sq ft) in Zone 1 wetlands) Required (sq ft) in Zone 2 (not Required
(sq ft) (sq ft) (using 3:1 ratio) (sq ft) wetlands) (using 1.5:1 .
s ft ratio)
1 1,780 0 1,780 N/A 1,186 0 1,186 N/A
2 2,345 0 2,345 N/A 1,629 0 1,629 N/A
Total: 4,125 0 4,125 0 2,815 0 2,815 0
* n/a = Total for Site is less than 1/3 acre and 150 linear feet of impact, no mitigation required
Total Buffer Impact for Project: 6,940 square feet.
The project shall be constructed in accordance with your application dated received July 12, 2006. This
certification replaces the one issued for this project on June 20, 2006. After reviewing your application, we
have decided that these impacts are covered by General Water Quality Certification Number 3494 and 3366. This
certification corresponds to the Nationwide Permit 03 and Nationwide Permit 33issued by the Corps of Engineers.
This approval is also valid for the Neuse Riparian Buffer Rules (15A NCAC 2B.0233).. 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.
c Caro a
Transportation Permitting Unit 1Vp ailtura J?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 "?
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
W ATF Michael F. Easley, Governor
Q
Q? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
r Alan W. Klimek, P.E. Director
] Division of Water Quality
o ?
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 as well as those listed below.
Conditions of Certification:
1. All stormwater runoff shall be directed as sheetflow through stream buffers at nonerosive velocities, unless
otherwise approved by this certification.
2. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the
preconstruction contours and revegated. Maintained buffers shall be permanently revegetated with non-woody
species by the end of the growing season following completion of construction. For the purpose of this condition,
maintained buffer areas are defined as areas within the. transportation corridor that will be subject to regular DOT
maintenance activities including mowing. The area with non-maintained buffers shall be permanently revegetated,
with native woody species before the. next growing season following completion of construction.'
3. Pursuant to. NCACI5A 2B.0233(6), sediment and erosion control devices shall not be placed in Zone 1 of any
Neuse Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved no sediment and
erosion control devices in Zone 1, outside of the approved project impacts, anywhere on this project. Moreover,.
sediment and erosion control devices. shall be allowed in Zone 2. of the buffers provided that Zone 1 is not
compromised and that discharge is released as diffuse flow.
4. Placement of culverts and other structures. in waters, streams, and wetlands shall be placed below the elevation of
the streambed by one foot for all culverts with a diameter greater than 48. inches, and 20 percent of the culvert
diameter for culverts having a diameter less than 48. inches, to allow low flow passage of water and aquatic life.
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 streambeds. or banks, adjacent to or
upstream and down stream of the above structures. The applicant is. required to. provide evidence that the
equilibrium is being maintained if requested in writing by DWQ. If this condition is unable to be met due to
bedrock or other limiting features encountered during construction, the culvert shall be placed as low as possible and
DWQ informed in writing that this was the case.
5. If multiple pipes or barrels are required, they should be designed to mimic natural stream cross section as closely
as possible including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the stream
channel should be avoided. Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage.
6. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that precludes
aquatic life passage. Bioengineering boulders or structures should be properly designed, sized and installed.
7. If concrete is used during construction, a dry work area should be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to
surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
8. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
Ane Caro? a
Transportation Permitting Unit 1Vp;th?U ail
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 ?/1/a
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
W A 7-? Michael F. Easley, Governor
?Q
?? pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
Vj Alan W. Klimek, P.E. Director
] Division of Water Quality
o -c
9. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
10. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
11. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BUT measures from
the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water.
12. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into. the stream.
13. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
14. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification.
15. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited.
16. The. permittee and its authorized agents shall conduct its. activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and
any other appropriate requirements of State and Federal law. If DWQ determines that such standards or laws are not
being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated,
or that further conditions are necessary to assure compliance,. DWQ may reevaluate and modify this certification.
17. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition,. the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer
and the on-site project manager.
18. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities.. Impacts to
areas within the fencing are prohibited unless otherwise authorized by this certification.
19. Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ when all work included in the 401 Certification has been
completed..
20. Native riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
21. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites be located in wetlands or streams,
compensatory mitigation will be required since that is a direct impact from road construction activities.
22. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by
this Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored upon completion of the project.
?n ?ffiCarolina
Transportation Permitting Unit NKturall,#
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
OF W ATL-
9
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
23. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
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, 6714 Mail Service
Center,. Raleigh, N.C. 27699. This certification and its conditions are final and binding unless you ask for a hearing.
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 Rob Ridings at [phone]..
Attachment
cc: Chris Murray, Division 5 Environmental Officer
Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Travis Wilson, NC Wildlife Resources Commission
DWQ Raleigh Regional Office copy
File Copy
) , CarO%j
r"turQ"y
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htti):!/h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Jul-12-2006 16:03 Fran-DIV 5 819-560-33T1 T-100 P.002/018 F-331
D6D99yv.a
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. A'
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. ]EASLEY LYNDO T1PP>E"1'T
GOVERNOR SECRETARY
July 12, 2046
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office v D
6508 Fails of the Neuse Road, Suite 120
Raleigh, IBC 27609 JUL 12 2006
Attention: Mr. Eric Alsimeyer, NCDOT Coordinator DENR-WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Subject: Revised Application and WQC mod request for emergency replacements
of structures conveying an unnamed tributary to Lowery Creek (Site 1)
and Lowery Creek (Site 2) on SR 1909 (Purnell Road) near Wake Forest
in Wake County.
Re: DWQ Project No. 20060994
Heavy rains associated with Tropical Storm Alberto On June 14, 2006 have resulted in
damage to two existing structures conveying an unnamed tributary to Lowery Creek
(Site 1) and Lowery Creek (Site 1) on SR 1909 (Purnell Road) Northwest of Wake Forest
in Wake County (Figures 1 - 4). Flooding in the area of these crosslines caused the pipes
to disconnect and the roadway shoulders above these pipes have failed, The North
Carolina Department of Transportation (NCDOT) proposes to replacement these
structures with longer structures. Please note that the extra pipe length is needed in order
to provide safe roadway shoulder widths and slopes above these pipes.
Impacts to Waters of the United States
Site I; The project crosses a perennial stream, an unnamed tributary to Lowery Creek,
[NCDENR-D'WQ Index No. 27-16.7(1), Best Usage Classification WS-IV NSW; HUC
03020201] in the Neuse River Basin. The existing structure that conveys the creek is a
24-inch concrete pipe that is 34 feet long. Please note that the existing structure has
separated on the outlet end and roadway shoulders above both ends of this pipe have
failed (Photographs 1 and 2). This pipe is beyond repair and will be replaced with a 36-
inch corrugated metal pipe that is 48 feet long. Once the pipe is replaced the associated
roadway shoulders will be rebuilt and the area surrounding the pipe ends will be
stabilized using riprap for armoring. The NCDOT proposes to temporarily dewater the
work zone during the construction. This will involve the temporary placement of
sandbags in the creek upstream and downstream of construction. Once the stream has
been dewatered, the pipe will be replaced. Permanent impacts at the site involve a total of
14 feet of surface water fill and 20 feet of rip rap placed along the streambanks to protect
Division 5,2612 N. Duke Street, Durham, NC 27704
Phone: [phone] Fax: [phone]
JUL-12-2006 WED 15:45 TEL:[phone]e93 NAME:DWO-WETLANDS P. 2
Jul-12-2006 16:03 From-DIV 5
919-560-33T1 T-100 P.003/018 F-331
the pipe ends. The work zone will be dewatered for approximately 2 days. Temporary
impacts to the stream from this activity will result in the dewatering of 34 linear feet of
stream. Please note the location of the sandbags on the downstream side. By dewatering
to beyond the riprap that was washed away from our roadway shoulder, NCDOT will be
able to remove this stone from the stream channel while the site is dewatered. The
materials used for dewatering will be removed after construction.
S_ite_ 2: The project crosses a perennial stream, Lowery Creek, (NCDENR-DWQ Index
No. 27-16.7(1), Best Usage Classification WS-1V NSW; HUC 03020201] in the Neuse
River Basin. The existing structure that conveys the creek is a 36-inch corrugate metal
pipe that is 42 feet long. Please note that the existing structure is rusted out and beyond
repair. The roadway shoulders above both ends of this pipe have failed. This pipe will be
replaced with a 36-inch corrugated metal pipe that is 50 feet long. Once the pipe is
replaced the associated roadway shoulders will be rebuilt and the area surrounding the
pipe ends will be stabilized using riprap for armoring. The NCDOT proposes to
temporarily dewater the work zone during the construction. This will involve the
temporary placement of sandbags in the creek upstream, and downstream of construction.
Once the stream has been dewatered, the pipe will be replaced. Permanent impacts at the
site involve a total of 8 feet of surface water fill and 20 feet of rip rap placed along the
streambanks to protect the pipe ends. The work zone will be dewatered for approximately
2 days. Temporary concurrent impacts to the stream from this activity will result in the
dewatering of 28 linear feet of stream. The materials used for dewatering will be removed
after construction. Please note that although soils mapping for this crossing indicates the
present of hydrie soil, Worsham sandy loam soil, no wetlands exist within the project site
and therefore no wetlands will be impacted by this repair.
Riparian Buffer
Construction at these sites involve crossings of streams that are subject to the
Meuse River Riparian Buffer Rules. The UT to Lowery Creek at Site 1 and Lowery Creek
at Site 2 are both depicted on the most recent version of the Grissom (USCS 1978/1987)
topographic quadrangle (Figure 1) as well as the Soil Survey of Wake County (USDA-
SCS 1970) (Figure 2). Construction impacts at these sites are presented in the attached
PCN form (Site 1: 34 linear feet) and (Site 2: 28 linear feet). Based on the impacts to the
riparian buffer at these sites, these crossings are EXEMPT.
Waters of the U.S. Mitigation
,Avoidance: All wetlands and surface waters not affected by the project will be protected
from unnecessary encroachment. No staging of construction equipment. or storage of
construction supplies will be allowed in wetlands or near surface waters.
_Minimizatiow. The side slopes have been steepened to the extent possible at jurisdictional
sites. Strict enforcement of sedimentation and erosion control Best Management Practices
for the protection of wetlands and surface waters will be enforced during project
construction. Continued coordination will occur with maintenance forces and the
Environmental Officer during construction to minimize impacts to these sites.
JUL-12-2006 WED 15:46 TEL:[phone] NAME:DWQ-WETLANDS P. 3
Jul-12-2006 16:04 From-DIY 5 919-560-3371 T-100 P-004/018 F-331
3
Compensatory Mitigation: All compensatory mitigation requirements will be left to the
discretion of the regulatory review agencies.
Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the ESA. There are four federally protected species listed for Wake County-
They include bald eagle (Hallaeetus leucocephalus), red-cockaded woodpecker (Ficoides
borealis), dwarf wedgemussel (Alasmidonra heterdon), and Michaux's sumac (Rhus
michauxii). The project sites are not adjacent to nor is it surrounded by open water suitable
of supporting foraging habitat for the bald eagle. The open residential and agricultural land
surrounding this roadway do not offer suitable forging or nesting habitat for. red-cockaded
woodpecker. Roadway shoulders along these sections of SR 1909 are heavily maintained,
eliminating the possibility for Michaux's sumac to exist in this area. Additionally, these small
streams are within the headwaters of their system between two ponds and do not provide
suitable habitat for dwarf wedgemussel. Based on lack of suitable habitat observed during the
06/16/06 site visit, biological conclusions of No Effect have been rendered for each of these
species.
Summary
The NCDOT proposes to replace existing structures at two sites and rebuild the
associated roadway shoulders. permanent impacts to surface waters and riparian buffers
are proposed. Extra pipe length proposed is to ensure safer roadway shoulder widths and
slopes above these pipes.
Application is hereby made for a Department of the Army Section 404 Nationwide
Permit (NWP) 3 and NWP 33. Additionally, this application provides notification to the
NCDWQ as Section 401 Water Quality Certification (WQC) No. 3494 and No. 3366
will be utilized for construction of this project. The NCDOT will comply with all
applicable NWP and WQC conditions. A pre-construction notification is attached with
this request. If you have any questions or need additional information, please contact
Ms. Heather Montague at [phone].
Sincerely, y?
on G. Nance, P.E.
Division Engineer
cc: Mr. Rob Ridings, NCDWQ Transportation Permitting Unit
Mr. Battle Whitley, NCDOT District 1 Engineer
Mr. Jeff Allen, NCDOT Wake County Maintenance Engineer
Ms. Katie Simmons, NCDOT Roadside Environmental Field Ops Tech
JUL-12-2006 WED 15:46 TEL:[phone] NAME:DWQ-WETLANDS P. 4
Jul-12-2006 16:04 From-DIV 5
JI_IL-1L'_-L
919-560-3371 T-100 P.005/018 F-331
Photograph 1. View of inlet.
Jul-12-2006 16:05 From-DIV 5 919-560-3371 T-100 P. 006/018 F-331
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Project Study Area
SR 1909 (Purnell Road)
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JUL-1E-2AOG WED i s4( TEL:[phone] NAME:DWQ-WETLANDS P. 6
Jul-12-2006 16:06 From-DIV 5

919-560-3371 T-100 P.007/018 F-331
VNAKF COUNTY, NORTH CAROLINA -
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NAME:DWQ-WETLANDS
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Project Study Area
5121909 (Purnell Road)
Wake County
USDA-SCS (1970) - sheet 7
_TUL-1E-200 WED 15748 TEL:[phone] P. 7
Jul-12-2006 16:07 From-DIV 5
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JUL-12-2006 WED 15:49 TEL:[phone] NAME:DWO-WETLANDS P. 8
Ju1-12-2006 16:07 From-DIV 5
Office Use Only:
USA.CE Action ID No.
(If any particular item is not
I. Processing
919-560-3371 T-100 P-010/016 F-331
Form Vmion March 05
DWO No. o60?FZ1 e.
to this project, please enter "Not Applicable" or "NIA".)
1. Check all of the approval(s) requested for this project:
Section 404 Permit [K Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Managernent Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NCDOT Division 5 Ion G. Nance
Mailing Address: 2612 N. Duke St. Durham NC 27704
Telephone Number: 919 560-6851 Fax Number: 919 560-3371
E-mail Address: [e-mail]
2, Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 9
JUL-12-2006 WED 15:50 TEL:[phone] NAME:DWQ-WETLANDS P. 10
Jul-12-2006 16:08 From-DIV 5
III. Project Information
919-560-3371 T-100 P-011/018 F-331
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 fall-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:_ Proposed emergency replacements of structures convey an unnamed
tributary to Lowery Creek (Site 1) and Lowery Creek (Site 2) on SR. 1909 (Purnell Road) in
Wake County. _-
2. T.I.P. Project Number or State Project Number (NCDOT Only): NIA
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Fake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):_ from US 1 junction with Hwy 98
near Wake Forest, follow US 1 North for approximately 2.0 miles. Make a left onto SR 1909
Purnell Road) and travel Vilest for aotfroximately 3.4 miles to Site 2. Site l .is 0.2 mile West
of Site 2.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum):
Sitel: 36.0151 °N 78.5857 °W
Site 1: 36.0161 °N 78.5797 °W
6. Property size (acres): 0.2 acre for each
7. Flame of nearest receiving body of water: owerv Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at Ilug://h2o enr.state.nc.us/admin/maps/.)
Page 2 of 9
JUL-12-2006 WED 15:50 TEL:[phone] NAME:DWQ-WETLANDS P. 11
Jul-12-2006 16:08 From-DIV 5
IV.
V.
VI.
919-560-3371 T-100 P-012/018 F-331
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Sites are surrounded b agricultural land and residences.
10. Describe the overall project in detail, including the type of equipment to be used: So that
the failed shoulders at each site can be repaired. the NC OT will replace existing rusted out
and separated ypes with lamer metal pipes Rip rap armoring will be added to stabilize the
stream banks and shoulder fill sections above all _vie ends. The NCDOT will also dewater
the work zones during construction Equipment may include excavator, backhoe, bulldozer,
ader, and crane.
11. Explain the purpose of the proposed work: Hea rains associated with Tropical Storm
Alberto on June 14, 2006 caused flooding in the area of these crosslines resulting in
disconnected pipes and failed shoulders.
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
Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 3 of 9
JUL-12-2006 WED 15:50 TEL:[phone] NAME:DWQ-WETLANDS P. 12
Jul-12-2006 16:06 From-DIV 5
919-560-3371 T-100 P.013/013 F-331
Provide a written description of the proposed impacts: Longer pipes are needed at both Site I
and Site 2 so that NCDOT can reconstruct safe shoulder widths and Sloes. Existing steep slopes
and narrow shoulders have contributed to unstable and unsafe conditions at these sites.
Temporary dewaterin of these streuns is necessary to =lace these i es. Once the pipes are
replaced. the NCD(?1T will _rena&rebuild_ the existing roadway shotlders by back fillies the
slopes and armoring the 1,pe ends and stream banks with rip rap. Stone material that washed into
the stream channel at Site 1 will be removed.
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
s ara t'el list im acts due to both structure and floodi n .
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number Type of Impact forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) (es/no linear feet
'QUA N/A N/A N/A N/A N/A
Total Wetland Impact (acres)
2. Dist the total acreage (estimated) of all existing wetlands on the property: N/A
NIA
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditchingistraightening, etc, if stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Interrnittent4 Stream Width Length Impact
indicate on Ma Before Impact linear feet) acres
Site 1 UT Lowery Creek Fill (piped length) Perennial 3.0 14 0.0009
Rip rap armoring 20 0.0014
streb
alonp
-
Temporary 34 0.0023
dewatering 30' concurrent 0.002 con
2
.0
Site 2 bowery Creek Fill (piped length) Perennial 8 0.0004
Rip rap armoring 20 0,0009
along stream bank

Temporary 28 0.0013

dewatering cu
concurrent oneum
cneuYfOrtt
Total Stream Im pact (by length and ac reage) from x sites 4'00'
Page 4 of 9
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919-560-3371 T-100 P.014/018 F-331
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, draina e, bulkheads, etc.
Open Water Impact Type of Waterbody Area of
Name of Waterbody of Im act (lake, pond, estuary, sound, bay, impact
indicate Site on Number (if applicable) T p ocean, etc.) (acres)
ma
NIA
Total Open Water Impact (acres) NIA
5. List the
alative irn ct to all Waters of the U.S. resulting from the Project
Stream Im act acres): 0.0036
Wetland Irn act acres): NONE
en Water impact acres): NONE
Total Im act to Waters of the U.S. (acres) 0.0036
Total Stream impact (linear feet): 62
6. Isolated Waters
Do any isolated waters exist on the property? ? Yes No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
N/A
7. 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
Current land use in the vicinity of the pond: NIA
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 minimized once the desired site plan was developed. If applicable, discuss construction
Page S of9
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919-560-3371 T-100 P.015/018 F-331
techniques to be followed during construction to reduce impacts. All wetlands and surface
waters not affected by construction will be protected from unnecessary encroachment during
construction. Strict enforcement of Best Mana einent Practices for the protection of wetlands
and surface waters will be enforced during construction. Only the smallest amount of fill
necessar to complete the roject will be laced in waters of the United States_
V111. Mitigation
DWQ - In accordance with 15A NCAC 2FI .0500, mitigation may be required by the ITC
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 January 15, 2002, 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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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 emr state.ne.us/newetlands/strmL-ide.btrnl.
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 (acreageJlinear 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.
All compensator mitigation requirements will be left to the discretion of the re Mato y
review agencies.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and wxitten approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
Page 6of9
JUL-12-2006 WED 15:51 TEL:[phone] NAME:DWQ-WETLANDS P. 15
website at htlp://h2o.enr.state.nc.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
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 (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
2. If "yes", 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.
Site 1
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1,780 3 (2 for Catawba) N/A
2 1,186 1.5 N/A
Total 2,966 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
Jul-12-2006 16:09 From-DIV 5
Site 2
919-560-33TI T-100 P-017/018 F-331

Zane* Impact
(square feet
Multiplier Required
!Lfi tion
1 2,345 3 (2 for Catawba) N/A
2 1,629 1.5 NIA
Total 3,974 N/A
* Zone 1 rxteods out 30 fea perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edgy of Zone i _
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian. Buffer Restoration / Enhancement, or Payment into the
. Please attach all appropriate information as identified
Riparian Buffer Restoration Fund)
within 15A NCAC 2B .0242 or .4244, or .0264. N/A
XL Stormwater (required by D'WQ)
Describe impervious acreage (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. If percent impervious surface exceeds 200%, please provide calculations
demonstrating total proposed impervious level. No additional ervious surface is proposed
with these maintenance pipe replacement proiects Erosion and sediment control devices at these
sites are comprised of temporary dey watering and rip ray armoring of new structure ends.
XIL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
These ro'ects will not generate wastewater.
XIIT. Violations (required by D'WQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the=fact permit application? Yes 0 No 0
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? Na
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
httR://h2o.enr.s Lte.nc.us/ncwetlands. If no, please provide a short narrative description:
This maintenance project will not result in additional develgMgnt.
Page 8 of 9
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Jul-12-2006 16:09 From-DIV 5
XV. Other Circumstances (Optional):
919-560-3371 T-100 P-018/018 F-331
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
9_ _ ? . n- - 071 a
Applicant/Agent's ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
JUL-12-2006 WED 15:52 TEL:[phone] NAME:DWQ-WETLANDS P. 18
Jul-12-2006 16:03 From-DIV 5
919-560-3371 T-100 P.001/018 F-331
NCDOT - DIVISION FIVE
r
FAX
To:
Phone:
Fax phone:
CC:
Date: _ 7
Number of pages including cover sheet: 19-
From:
NCDOT - DIVISION 5
2612 N, DUKE STREET
DURHAKMC _27704_
PeA 14-A
Phone: [phone]
Fax phone: [phone]
RFMAM: rgcnt ? Foryowreview [3 Reply ASAP ? please comment
??/? ?y?f?? Z69 O?op9?
JUL-12-2086 WED 15:45 TEL:[phone] NAME:DWQ-WETLANDS P. 1
?!? WATfi?Q
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 20, 2006
Wake County
DWQ Project No. 20060994
SR 1909
APPROVAL of 401 WATER QUALITY CERTIFICATION and NEUSE BUFFER AUTHORIZATION, with
ADDITIONAL CONDITIONS
Mr. Jon G. Nance, P.E., Division Engineer
NCDOT, Division 5
2312 North Duke Street
Durham, NC 27704
Dear Mr. Nance:.
You have our approval, in accordance with the, conditions listed below, for the following impacts for the purpose of
emergency pipe repair to SR 1909 in Wake County:
Stream Impacts in the Neuse River Basin
Site Culvert Impact to. Rip. Rap. Impact to Temporary Dewatering Total Stream
Perennial Stream Perennial Stream to Perennial Stream Impact
(linear ft (linear ft (linear ft (linear ft
1 4 20 24 (Concurrent) 31.
7 Additional
Total: 4 20 31, 31.
Total Stream Impact for Project:. 31 linear feet.
Neuse Riparian Buffer. Impacts
Site Zone 1 minus. = Zone 1 Zone 2
Zone 1. Buffe minus. = Zone 2 Zone 2 Buffer
Impact Wetlands Buffers (not Mitigation Impact Wetlands Buffers Mitigation
(sq ft) in Zone 1 wetlands) Required (sq ft) in Zone 2 (not Required
(sq ft) (sq ft) (using 3:1 ratio
1 (sq. ft) wetlands). (using 1.5:1.
s ft ratio).
1 1,970 0 1,970 N/A 1,347 0 1,347, N/A
Total: 1,970 0 1,970 1,347
0 0 1,347 0
* n/a = Total for Site is less than 1/3 acre and 150 linear feet of impact, no mitigation required
Total Buffer Impact for Project:. 3,317 square feet.
The project shall be constructed in accordance with your application dated received June 20, 2006.. After reviewing
your application, we have decided that these impacts are covered by General Water Quality Certification Number
3494 and 3366. This certification corresponds to the Nationwide Permit 03 and Nationwide Permit 33issued by the
Corps of Engineers. This approval is also valid for the Neuse Riparian Buffer Rules (15A NCAC 2B.0233). 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.
lVo Carona
Transportation Permitting Unit ?"tU a?
1650 Mail Service Center, Ralegh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Intemet: htta://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
W A Michael F. Easley, Governor
A" 0 ?Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?r Alan W. Klimek, P.E. Director
j =1 Division of Water Quality
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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 211.0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification as well as those listed below.
Conditions of Certification:
1. All stormwater runoff shall be directed as sheetflow through stream buffers at nonerosive velocities, unless
otherwise approved by this certification.
2. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the
preconstruction contours and revegated.. Maintained buffers shall be permanently revegetated with non-woody
species by the end of the growing season following completion of construction. For the purpose of this condition,
maintained buffer areas are defined as areas within the transportation corridor that will be subject to regular DOT
maintenance activities including mowing. The area with non-maintained buffers shall be permanently revegetated,
with native woody species before the next growing season following completion of construction.
3. Pursuant to NCAC15A 2B.0233(6), sediment and erosion control devices shall not be placed in Zone 1 of any
Neuse Buffer without prior approval by the NCDWQ. At this time, the. NCDWQ has approved no sediment and
erosion control devices in Zone 1, outside of the approved project impacts, anywhere on this project. Moreover,.
sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not
compromised and that discharge is released as diffuse flow..
4.. Placement of culverts and other structures in waters, streams, and wetlands shall be placed below the elevation of
the streambed by one foot for all culverts. with a diameter greater than 48 inches, and 20 percent of the culvert
diameter for culverts having a diameter less. than 48 inches, to allow low flow passage of water and aquatic life.
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 streambeds or banks, adjacent to or
upstream and down stream of the above structures.. The applicant is required to provide evidence that the
equilibrium is being maintained if requested in writing by DWQ. If this condition is unable to be met due to
bedrock or other limiting features encountered during construction, the culvert shall be placed as. low as possible and
DWQ informed in writing that this was the case.
5. If multiple pipes or barrels are required, they should be designed to mimic natural stream cross section as closely
as possible including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the stream
channel should be avoided. Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage.
6. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that precludes
aquatic life passage. Bioengineering boulders or structures should be properly designed, sized and installed.
7. If concrete is used during construction, a dry work area should be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to
surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
8. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
NN?o°OhCarolina
Transportation Permitting Unit d ?u?l[rQ??l?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] Internet http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
\f A T? Michael F. Easley, Governor
0?0 ?QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
CO r Alan W. Klimek, P.E. Director
Division of Water Quality

9. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
10. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
11. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BW measures from
the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water.
12. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
13. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
14. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification.
15. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is. prohibited.
16. The permittee and its. authorized agents. shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and
any other appropriate requirements of State and Federal law. If DWQ determines that such standards. or laws. are not
being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated,
or that fiuther conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
17. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer
and the on-site project manager.
18. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to.
areas within the fencing are. prohibited unless otherwise authorized by this certification.
19., Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ when all work included in the 401 Certification has been
completed.
20. Native riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
21. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites be located in wetlands or streams,
compensatory mitigation will be required since that is a direct impact from road construction activities.
22. Sediment and erosion control measures shall not be placed in wetlands or waters unless. otherwise approved by
this Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored upon completion of the project.
hone Caro ' a
Transportation Permitting Unit Vaturail
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet http://h2o.enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
F NJA7-F Michael F. Easley, Governor
`OHO ?QG William G. Ross Jr., Secretary
e' North Carolina Department of Environment and Natural Resources
C0 Alan W. Klimek, P.E. Director
j Division of Water Quality
t3 'C
23. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion. Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North. Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
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, 6714 Mail Service.
Center,. Raleigh, N.C. 27699. This certification and its conditions are final and binding unless you ask for a hearing..
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 Rob. Ridings at [phone].
f?
Alan W. Klimek, P.E.
Attachments (General Certifications and Certificate of Completion form)
cc: Chris Murray, Division 5 Environmental Officer
Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Travis Wilson, NC Wildlife Resources Commission
DWQ Raleigh Regional Office copy
File Copy
Wne ?0 !a
Transportation Permitting Unit d vu?U alp
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http:/lh2o.enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Jun-20-2006 12:04 From-DIV 5 919-560-3371
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STATE of NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION V
GOVERNOR SaCRETAR A
Attention: Mr. Eric Alsmeyer, NCDOT Coordinator
MICHAEL F. EASLEY LYI?O TIPP
June 20, 2006
U.S. Army Corps of Engineers
Raleigh Regulatory Field office
608 Falls of the Neese Road, Suite 120 ?
Raleigh, NC 27609
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Subject: Proposed emergency repair of a structure conveying an unnamed tributary
to Lowery Creek on SR 1909 (Purnell Road) near Wake Forest in Wake
County.
Heavy rains associated with Tropical Storm Alberto on June 14, 2006 have resulted in
damage to an existing structure conveying an unnamed tributary to Lowery Creek on
SR 1909 (Purnell Road) Northwest of Wake Forest in Wake County. Flooding in the area
of this crosslines caused the last joint on the outlet end to disconnect and the roadway
shoulders above both ends of the pipe have failed. The North Carolina Department of
Transportation (NCDOT) proposes to repair the structure and the associated roadway
shoulders (Figures 1 - 3).
Impacts to Waters of the United States
The project crosses a perennial stream, an unnamed tributary to Lowery Creek,
[NCDENR-DWQ Index No. 27-16.7(1), Best Usage Classification WS-IV NSW; HUC
030202011 (Figure 3) in the Neuse River Basin. The existing structure that conveys the
creek is a 24-inch concrete pipe that is 34 feet long. Please note that the existing structure
has separated on the outlet end and roadway shoulders above both ends of this pipe have
failed (Photographs 1 and 2). In order to repair the roadway shoulders, the last joint on
the outlet end of this structure will need to be reset and one four foot joint will be added
to the inlet end of this structure. Once the pipe ends are set, the associated roadway
shoulders will be rebuilt and the area surrounding the pipe ends will be stabilized using
riprap for armoring. The NCDOT proposes to temporarily dewater the work zone during
the construction. This will involve the temporary placement of sandbags in the creek
upstream and downstream of construction. Once the stream has been dewatered, the pipe
will be repaired. Permanent impacts at the site involve a total of 4 feet of surface water
fill and 20 feet of rip rap placed along the strearnbank to protect the pipe ends. The work
zone will be dewatered for approximately 2 days. Temporary impacts to the stream from
this activity will result in the dewatering of 31 linear feet of stream. Please note the
location of the sandbags on the downstream side. By dewatering to beyond the riprap that
was washed away from our roadway shoulder, NCDOT will be able to remove this stone
Division 5, 2612 N. Duke Street, Durum, NC 27704
Phone: [phone] Fax: [phone]
T-952 P-002/016 F-077
060994
JUN-20-2006 TUE 11:47 TEL:[phone]e93 NAME:DWQ-WETLANDS P. 2
Jun-20-2006 12:04 Fron-DIV 5 919-560-3371 T-052 P.003/016 F-077
Z
from the stream channel while the site is dewatered. The materials used for dewatering
will be removed after construction. Please note that although soils mapping for this
crossing indicates the present of hydrie soil, Worsham sandy loam soil, no wetlands exist
within the project site and therefore no wetlands will be impacted by this repair.
Riparian Buffer
Construction at this site involves a road crossing of a stream that is subject to the
Neuse River Riparian Buffer Rules. The UT to Lowery Creek at Site 1 is depicted on the
most recent version of the Grissom (USGS 1978/1987) topographic quadrangle (Figure
1) as well as the Soil Survey of Wake County (USDA-SCS 1970) (Figure 2).
Construction impacts at this site total 1,970 fe in Zone 1 and 1,317 ft2 in Zone 2 (totaling
31 linear feet of riparian buffer impacts). Based on the impacts to the riparian buffer at
this site, this crossing is EXEMPT.
Waters of the U.S. Mitigation
Avoidance: All wetlands and surface waters not affected by the project will be protected
from unnecessary encroachment. No staging of construction equipment or storage of
construction supplies will be allowed in wetlands or near surface waters.
Minimization: The side slopes have been steepened to the extent possible at jurisdictional
sites. Strict enforcement of sedimentation and erosion control Best Management Practices
for the protection of wetlands and surface waters will be enforced during project
construction. Continued coordination will occur with maintenance forces and the
Environmental Officer during construction to minimize impacts to these sites,
Compensatory Mitigation: All compensatory mitigation requirements will be left to the
discretion of the regulatory review agencies.
Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
,Endangered, and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the ESA. There are four federally protected species listed for Wake County.
They include bald eagle (Hahaeetus leucocephalus), red-cockaded woodpecker (,Pieoides
borealis), dwarf wedgemussel (Alasmidonta heterdon), and Michawc's sumac (Rhus
michauxii). The project site is not adjacent to nor is it surrounded by open water suitable of
supporting foraging habitat for the bald eagle. The open residential and agricultural land
surrounding this roadway do not offer suitable forging or nesting habitat for red-cockaded
woodpecker. Roadway shoulders along this section of SR 1909 are heavily maintained,
eliminating the possibility for Miehaux`s sumac to exist in this area. Additionally, this small
UT to Lowery Ceek is within the headwaters of its system between two ponds and does not
provide suitable habitat for dwarf wedgemussel_ Based on lack of suitable habitat observed
during the 06/16/06 site visit, biological conclusions of No Effect have been rendered for
each of these species.
JUN-20-2006 TUE 11:47 TEL:[phone] NAME:DWQ-WETLANDS P. 3
Jun-20-2006 12:04 From-DIY 5
Summary
919-560-3371 T-952 P.004/016 F-OTT
The NCDOT proposes to repair the existing structure and rebuild the roadway shoulders,
Permanent impacts at the site associated with this repair work involve a total of 4 feet of
surface water fill and 20 feet of rip rap placed along the streambank to protect the pipe
ends. The work zone will be dewatered for approximately 2 days, Temporary impacts to
the stream from this activity will result in the dewatering of 31 linear feet of stream. The
materials used for dewatering will be removed after construction. Riparian buffer impacts at
Site 1 associated with this maintenance activity total 1,970 fly in Zone 1 and 1,347 ft in
Zone 2 (totaling 31 linear feet of riparian buffer impacts). Based on the impacts to the
riparian buffer at this site, this crossing is EXEMPT.
Application is hereby made for a Department of the Army Section 404 Nationwide
Permit (NWP) 3 and NWP 33. Additionally, this application provides notification to the
NCDWQ as Section 401 Water Quality Certification (WQC) No. 3494 and No. 3366
will be utilized for construction of this project. The NCDOT will comply with all
applicable NWP and WQC conditions. A pre-construction notification is attached with
this request. If you have any questions or need additional information, please contact
Ms. Heather Montague at [phone].
Sincerely,
A .nkc'
Jon G. Nance, P.E.
Division Engineer
cc: Mr. Rob Ridings, NCDWQ Transportation Permitting Unit
Mr. Battle Whitley, NCDOT District 1 Engineer
Mr. Jeff Allen, NCDOT Wake County Maintenance Engineer
Ms. Katie Simmons, NCDOT Roadside Environmental Field Ops Tech
JUN-20-2006 TUE 11:47 TEL:[phone] NAME:DWQ-WETLANDS P. 4
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JUN-20-2086 TUE 11:51 TEL:[phone] NAME:DWQ-WETLANDS P. 8
Jun-20-2006 12:08 From-DIV 5
919-560-3371 T-952 P.009/016 F-077
Office Use Only: F9 V901rch 05
USACE Action ID No. DWQ No.060 (If any particular item is not applicable to this project, please enter "Not Applicable" or "NIA" )
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3 and NWP 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 9
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section V111,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
U. Applicant Information
1. Owner, Applicant Information
Name: NCDOT Division 5. Jon G. Nance
Mailing Address: 2612 N Duke St. Durham, NC 27704
Telephone Number: [phone] Fax Number:_ [phone]
E-mail Address; JNance@dot state nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Page i of 8
Fax Number:
JUN-20-2006 TUE 11:51 TEL:[phone] NAME:DWQ-WETLANDS P. 9
Jun-20-2006 12:06 Fran-DIV 5
III. Project Information
919-560-3371 T-952 P-010/016 F-077
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 USOS Topographic Quad Map and NRCS Soil Survey with the property
boundaries oatlined. 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 l l 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.
unnamed tributary
1. Name of project: Proposed emergency repair of a structure convevins an
to Lowery Creek on SR 1909 (Purnell Road) in Wake County.
2. T,I.P. Project Number or State Project Number (NCDOT Only): N!A
3. Property Identification Number (Tax PIN): N/A
4. Location
County. Wake Nearest Town; Wake Forest
Subdivision name (include phase/)ot number): N/A
Directions to site (include road numbers, landmarks, etc.): From US 1 junction with Hwy
near Wake Forest follow US 1 North for approximately 2.0 miles._ Make a left onto SR 1909
(Purnell Road) and travel West for approximately 3.4 miles to project site.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0161 "N 78.5797 °W
6. Property size (acres): 0.2 acre
7. Name of nearest receiving body of water:, UT Lowery Creek
8. River Basin: Neuse
(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/adniin/inaRs/,)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is surrounded by agricultural land and residences.
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IV.
V.
VI.
919-560-3371 T-952 P.011/016 F-OTT
10, Describe the overall project in detail, including the type of equipment to be used: So that
the failed shoulders can be rgRaired, the NCDOT will reset the last joint on the outlet end and
add one joint to the inlet end of the existing concrete pipe. Rip rap armoring will be added to
stabilize the stream banks and shoulder fill section above the pipe ends. The NCDOT will
also dewater the work zone during construction. _Eggipment_may include excavator, backhoe,
bulldozer, grader and crane.
11. Explain the purpose of the proposed work: Hea rains associated with Tropical Storm
Alberto on June 14, 2006 caused flooding in the area of this crossline resulting in a
disconnected pipe and failed shoulders at both the inlet and outlet of this pipe.
Prior Project History
if jurisdictional detenninations 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 tiSACE 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
Future Project Plans
Are any firture permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
Provide a written description of the proposed impacts: Four feet of surface water fill will result
from adding a ioint the inlet of the pipe. Dewatering the stream is necessary to make repairs to
the Ripe ends Once the giUe ends are set the NCDOT will repair the existingroadway shoulders
by back filling the slopes and armoring the pipe ends and stream banks with rip rap. Stone
material that washed into the stream channel by the storm will be removed.
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919-560-3371 T-952 P.012/016 F-077
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc_ For dams,
1!,1 . ..w.. A— +_ 1,-t.U ot -nfitra anal 'FlAA/JinC,
Jir Wt R L4'
Located within
Distance TO
Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
NIA N/A NIA N/A N/A N/A

Total Wetland Impact (acres) N/A
2, List the total acreage (estimated) of all existing wetlands on the property: N/A
3. Individually list all intermittent and perennial stream impacts, Be surd to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straiebtening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Strewn Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact InterminenO Stream Width I -ngth Impact
indicate on map) Before Impact linear feet (acres)
Site 1 UT Lowery Creek Fill (piped length) Perennial 3.0 4 0.0003
Rip rap armoring 20 0.00M
aloe stream bank

P 31
OA0?i
tering
dewa 24' ccticurrenl
Total Stream Impact (by length and acreage) 31 0.0038
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
M11F -+.,.. .i.-r.;-e, 41nnA;r?n tirainnaP hi,11chPArlc_ etC_
Open Water Impact Type of Waterbody Area of ,
Site Number Name of Watorbody Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma
{if applicable)
ocean, etc.
acres)

N/A

Tots] Open Water Impact (acres) NIA
5. List the cumulative im act to all 'W'aters of the U.S. resulting from the project:
Stream Ira pact acres : 0.0038
Wetland Impact (acres : NONE
en Water Impact (acre's): NONE
Total Im act to Waters of the U.S. acres) 0.0038
Total Stream impact (linear feet). 31
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VII.
b. Isolated Waters
Do any isolated waters exist on the property?
[] Yes 0 No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
7. 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
Current land use in the vicinity of the pond: NIA
Size of watershed draining to pond: N/A Expected pond surface area= N/A
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. All wetlands and surface
waters not affected by construction will be protected from unnecessary encroachment during
construction Strict enforcement of Best Management Practices for the protection of wetlands
and surface waters will be enforced during construction Only the smallest amount of fill
necessMto complete the project will be placed in waters of the United States.
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 January 15, 2002, 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
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919-560-3371 T-952 P-014/016 F-077
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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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
htw:/,fh2o 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 reap, ifoffsite), affected stream and river basin, type and arnount (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 constraction. Please attach
a separate sheet if more space is needed.
All compensatorymitigation requirements will be left to the discretion of the re lgu atory_
review agencies.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http•l/h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
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): 1\/A
IX Enviroomental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/loeal) funds or the use of
public (federal/state) land? Yes [K No ?
2. 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
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X.
919-560-3371 - T-952 P.015/016 F-077
3. 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 ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
snap, whether or not impacts are proposed to the buffers. Correspondence from the 1.7WQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 1 SA NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? 'Y'es ® No ?
2. If "yes", 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.
site 1
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,970 3 (2 for Catawba) N/A
2 1,347 1.5 N/A
Total 3,317 N/A
* Zonc I extends out 30 f=t ptapcndioular from the top of the near bank of channel, Zone 2 extends an
additional 20 fcct from the edge of Zone 1.
3. if buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2E .0242 or .0244, or .0260. N/R_ _
X1. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. No additional impervious surface. is proposed
with this maintenance pipe replacement g oiect. Erosion and sediment control devices at this site
are co prised of temporary dewaterin and nd riRrap armoring of new structure ends.
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XII. Sewage Disposal (required by DWQ)
919-560-3371 T-952 P-016/016 F-077
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.
This project will not generate wastewater.
MIT. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No Z
is this an after-the-fact permit application`? Yes ? No 10
XIV. Cumalative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
httn://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This maintenance project will not result in additional development.
XV. 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).
Applicant/Agent's ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
06
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919-560-3371 T-951 P-001/009 F-OT4
NCDOT - DMSION FIVE
FAX
To: W-r
411
phone:
Fax Phone: 7, 33
" !v O / ? --- - - . -
CC:
Date: yu via
Number of pages including cover sheet: l/a
From:
NCDOT - DIVISION 5
2612 N. DUKE STREET
DURHAM, NC 27704

Phone: [phone]
Fax one: 60-3371
REMARKS: Ufgent ? For your review ? -Reply ASAP ? please comment
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JUN-20-2006 TUE 11:26 TEL:[phone] NAME:DWQ-WETLANDS P. 16