20010550 Ver 7_Application_20070918

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DEPARTZVIEEN'T OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
September 10, 2007
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road
Suite 120
Raleigh, NC 27615
ATTN: Mr. Eric Alsmeyer
NCDOT Coordinator
Dear Mr. Alsmeyer:
LYNDO TIPPETT
SECRETARY
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SUBJECT: Permit Modification Request for TIP No. R-2809A, Wake Forest Bypass,
From west of Thompson Mill Road to east of Jones Dairy Road, Wake
County, Federal Aid No. HPSTP-55 (12), State Project No. 8.1402501:
$570 Debit WBS Element 34503.1.1
Reference: R-2809 Department of the Army Section 404' Individual Permit dated April 4,
2002 (USAGE Action ID 199601836)
Division of Water Quality Section 401 Water Quality Certification dated
February 26, 2002 (DWQ Project No. 010550)
Neuse Buffer Authorization dated February 26, 2002, (DWQ Project No.
010550)
Please find enclosed with this letter a copy of the final design plans, permit drawings,
Ecosystem Enhancement Program (EEP) confirmation letter, a copy of the Hydraulic
Review meeting minutes, and the Stormwater Management Plan for R-2809A. The above
referenced permits were issued for the entire R-2809 project (Sections A, B & C).
Construction on Sections B and C are complete. The permits issued for the R-2809A
ortion of the project were based on preli i desi .The permit was conditioned so
that NCDOT woul be required to obtain a permit modification prior to construction of
R-2809A. The NCDOT has modified the construction plans and permit drawings to
reflect the final design on R-2809A. The purpose of this letter is to request a
modification to the Department of the Army Individual Section 404 Permit from the
USAGE, as well as modification to the Section 401 Water Quality Certification and
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: 919-715 X501 2728 CAPITAL BLVD
NATURAL ENVIRONMENT UNIT ~7 SUITE 24O
1598 MAIL SERVICE CENTER WEBSITE: WWW.ncdOt.OrQ RALEIGH NC, 27699
RALEIGH NC 27699-1598

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Neuse River Buffer Authorization from the DWQ. Also included with this package are
revised construction plans for the R-2809C at Buffer Sites 4 and 5 that reflect changes
discussed in the field with USACE and DWQ.
Summar~f Impacts:
Construction of R-2809A will result in 0.01 acres of permanent fill in non-riverine
wetlands, 275 feet of permanent stream impacts, and 79 feet of temporary stream impacts.
The original permit accounted for 0.01 acres of permanent fill in non-riverine wetlands,
90 feet of permanent stream impacts, and no temporary stream impacts.
Summary of Miti atg ion:
The project has been designed to avoid and minimize impacts to jurisdictional areas
throughout the NEPA and design processes. However, project impacts will necessitate
compensatory mitigation for the unavoidable impacts. The EEP will provide
compensatory mitigation for 95 feet of stream impacts and 0.01 acres of non-riverine
wetland impacts. Mitigation is not proposed for 180 feet of intermittent stream impacts
due to the lack of aquatic habitat. The R-2809A portion of the project was not mitigated
for during the original permit application.
The revised design does not compromise NCDOT's compliance with the existing permit
conditions. The new impact sites have been evaluated for compliance with the
avoidance/minimization criteria and are in compliance with all previous Individual Permit
factors, including the following:
• Protected Species,
• Cultural Resources,
• Aquatic Life passage,
• FEMA compliance
RESOURCE STATUS
All impacts to waters of the U.S. occur in the Central Piedmont Ecoregion of the Neuse
River Basin within HUC 03020201. Impacts to Waters of the U.S. have increased since
the preliminary design was complete (Table 1). A description of the impact sites is
included below.
Stream impacts from the construction of the double reinforced concrete box culverts at
Station -L- 32+40 were permitted and constructed as part of R-2809B. Permit drawings
and design plans are included for this site because work associated the paving of R-
2809A will occur at Station -L- 32+40.
2

Table 1-Imaacts to Waters of the U.S. on R-2809A
Site
Number Original
Site
Number Final
Design
Fill
Wetlands
(ac) Preliminary
Design Fill
in
Wetlands
(ac) Final Design
Permanent
Channel
Impacts
(feet) Preliminary
Design
Permanent
Channel
Impacts
(feet) Final
Design
Temporary
Channel
Impacts
(feet) Preliminary
Design
Temporary
Channel
Impacts
(feet)
1 1 & 2 0.01 0.01 95 90 23 0
2 NA* 62** 0 20 0
3 NA* 118** 0 36 0

Total 0.01 0.01 275 90 79 0
*Streams were not reviewed during the original verification.
**Intermittent streams that will not re uire miti ation.
REVISIONS RESULTING IN JURISDICTIONAL IMPACT CHANGES TO WATERS
OF THE U.S. on R-2809A
Site 1-UT1 to Horse Branch (Original permitted as Site numbers_ 1 and 2), Sheets 4 and 5
of 19
Station -L- 9+25
On the north side of existing NC 98, the existing 40-inch corrugated metal pipe (CMP) in
UT1 to Horse Branch (UT1) will be extended with a junction box and a 48-inch
corrugated steel pipe (CSP). A 24-inch CSP will also convey water from a lateral base
ditch east of UT1 into the new 48-inch CSP. Construction of the lateral base ditch will
allow for the removal of an existing concrete ditch. Two preformed scour holes will also
be constructed at the outlet of the two 16-inch CSPs carrying storm water from the
roadway and discharging prior to entering the buffer. Extension of the pipe and the
associated work will result in 0.01 acre of fill in non-riverine wetlands, 95 feet of
permanent stream impacts and 23 feet of temporary stream impacts in UT 1.
Impact change: increase of 5 feet of permanent impacts to UT1 to Horse Branch
increase of 23 of temporary impacts to UT1 to Horse Branch
Site 2-UT2 to Horse Branch, Sheets 8 and 9 of 19
Station -L- 13+50
An existing 18-inch concrete pipe will be replaced with a 24-inch CSP in UT2 to Horse
Branch (UT2). Two preformed scour holes will also be constructed at the outlets of the
two 15-inch CSPs carrying storm water from the roadway, one on the east and one on the
west side of UT2. Replacement of the pipe and the associated work will result in 62 feet
of permanent stream impacts and 20 feet of temporary stream impacts in UT2. Impacts to
UT2 were not originally permitted in the original permit because the stream was not
identified during the original delineation and verification. No mitigation is proposed at
this site because the stream was determined to be intermittent and no signs of aquatic life
were found during the onsite verification with Brian Wrenn of the DWQ on October 15,
2004. Eric Alsmeyer of the USACE deferred to the DWQ.
Impact change: increase of 62 feet of permanent impacts to UT2 to Horse Branch
increase of 20 of temporary impacts to UT2 to Horse Branch
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Site 3-UT2 to Horse Branch, Sheet 13 and 14 of 26
Station -Y 1- 10+30
A new 30-inch CSP will be placed in UT2 to allow for the construction of a proposed
access road. The crossing of UT2 at Site 3 is located approximately 120 feet to the north
(downstream) of Site 2. Construction of the 30-inch pipe and the associated work will
result in 118 feet of permanent stream impacts and 36 feet of temporary stream impacts in
UT2. Impacts to UT2 were not originally permitted in the original permit because the
stream was not identified during the original delineation and verification. No mitigation is
proposed at this site because the stream was determined to be intermittent and no signs of
aquatic life were found during the onsite verification with Brian Wrenn of the DWQ on
October 15, 2004. Eric Alsmeyer of the USACE deferred to the DWQ.
Impact change: increase of 118 feet of permanent impacts to UT2 to Horse Branch
increase of 36 feet of temporary impacts to UT2 to Horse Branch
FEDERALLY PROTECTED SPECIES
Plants and animals with federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973, as amended. The U.S. Fish and Wildlife Service (FWS) lists 3 federally protected
species for Wake County (Table 2). No changes in the county species list has occurred
since the original surveys were conducted. Are-survey for Michaux's sumac was
conducted on June 20, 2007 and no specimens were found.
The bald eagle was delisted as of August 8, 2007 and is no longer protected by the
Endangered Species Act. It is, however, protected under the Bald and Golden Eagle
Protection Act. This project will have no effect on the bald eagle since no habitat is
present in the project area.
Table 2. Federally Protected Species for Wake County
Scientific Name Common Name Habitat
Present Status Biological
Conclusion
Picoides borealis Red-cockaded wood ecker No E No Effect
Alasmidonta heterodon Dwarf wed emussel No E No Effect
Rhus michauxii Michaux's sumac Yes E No Effect
CULTURAL RESOURCES
Historic Architecture:
In a letter dated December 27, 1995, included in Appendix B of the Finding of No
Significant Impact (FONSI), the State Historic Preservation Office (SHPO) concurred
that the project will have no effect on Crenshaw Hall and the William Thompson House
is outside of the area of potential effects. On December 21, 1995 SHPO signed a
concurrence form, that is included in Appendix B of the FONSI, stating that the project
would have no effect on the Purefoy-Dunn Plantation.
Archaeology:
An archaeology survey on Archeological Site 31 WA 175 was conducted on August 19,
1994. No archeological evidence was recorded during the investigation. The
investigation concluded that the proposed project would not adversely impact prehistoric
archeological site 31 WA175. The SHPO concurred with these findings in a
memorandum dated July 20, 1994 that is included in the Environmental Assessment.
4

NEUSE RIVER BASIN BUFFER RULES
This project is located in the Neuse River Basin and is subject to the Neuse River Basin
Buffer Rules. Impacts to the Neuse River Basin on R-2809A were approved for 19,936
ft2 based on the preliminary design in the original buffer certification dated February 26,
2002. Final design buffer impacts total 43,382ft2. Listed below is a summary of the
changes to Neuse River Basin Buffers and required mitigation.
Table 3-Neuse River Basin Buffer Rule Impacts
Site
Number Original
Site
Number Final Design
Buffer Zone 1
Impacts (sgft) Preliminary
Design Buffer
Zone 1
Impacts (sgft) Impact
Change
(sgft) Final Design
Buffer Zone 2
Impacts (sgft) Preliminary
Design Buffer
Zone 2
Impacts (sgft) Impact
Change
(sgft)
1 1 5,651 1,787 3,864 3,283 1,432 1,851
2 NA 4,338 4,338 2,788 2,788
3 NA 7,556 7,556 4,198 4,198
NA 3 7,395 -7,395 9,322 -9,322
Total 25,814 9,182 16,632 17,568 10,754 6,814
Table 4-Neuse River Buffer Miti ation Summary
Site # Allowable Buffer
Impacts (sgft) Allowable with
Mitigation (sgft)
1 8,934
2 7,126
3 11,754
Total 16,060 11,754
REVISIONS RESULTING IN CHANGES TO NEUSE RIVER BASIN BUFFERS on
R-2809A
Site 1, Sheets 4 and 5 of 19
Station -L- 9+25
The construction area was increased slightly in order to facilitate construction equipment.
Impacts at this site are considered allowable because they occur from a road crossing that
impacts between 40 and 1501inear feet and buffer impacts are less then 1/3 of an acre.
Impact change: Increase of 5,715 ft2 of allowable Buffer impacts
Site 2, Sheets 8 and 9 of 19
Station -L- 13+50
Impacts at Site 2 were not originally permitted in the original permit because the stream
was not identified during the original delineation and verification. Buffer impacts occur
from the replacement of an existing 18-inch concrete pipe in UT2 to Horse Branch (UT2)
with a 24-inch CSP. Two preformed scour holes will also be constructed at the outlets of
the two 15-inch CSPs carrying storm water from the roadway, one on the east and one on
the west side of UT2. Impacts at this site are considered allowable because they occur
from a road crossing that impacts between 40 and 150 linear feet and buffer impacts are
less then 1 /3 of an acre.
Impact change: Increase of 7,126 ft2 of allowable Buffer impacts
5

Site 3, Sheets 13 and 14 of 19
Station -Y 1- 10+3 0
Impacts at Site 3 were not originally permitted in the original permit because the stream
was not identified during the original delineation and verification. Buffer impacts occur
from the placement of a 30-inch pipe for an access road. Impacts at this site are
considered allowable with mitigation because they occur from a road crossing that
impacts greater then 150 linear feet.
Impact change: Increase of 11,754 ft2 of Buffer impacts requiring mitigation
Old Site 3,
Station -Y2- 15+45-
This site was reviewed by Brian Wrenn from DWQ and Brett Feulner from the NCDOT
on October 15, 2004 and the determination was made that this site is not subject under the
Neuse River Basin Buffer Rules. This site was shown in the original application as
subject to the buffer rules but not as a jurisdictional stream.
Impact change: Decrease of 16,717 ft2 of Buffer impacts requiring mitigation
__----
REVISIONS RESULTING IN NO CHANGES to NEUSE BUFFER IMPACTS on R-
2809C ~
Sites 4 and 5
Station -L-82+20 to Station -L-86+36
The NCDOT requested a permit modification on September 7, 2005 that included work
on R-2809C at Sites 4 and 5. The modification was issued on September 30, 2005. The
modification was requested to comply with the Neuse River Buffer Rules and to provide
stability for a relocated channel at its tie in with Smith Creek. On May 30, 2006 the
NCDOT Division 5 Construction Office sent the proposed project to prospective bidders.
T'he only bid that was received was significantly higher then the NCDOT's estimate. The
project was advertised a second time for bids on July 21, 2006 and no bids were received.
During August 2006, Division 5 became aware that Public Service Company of North
Carolina (PSCNC) had deviated from an encroachment agreement and open cut through
Sites 4 and 5 as well as Smith Creek. Representatives from NCDOT, the USACE, DWQ
and PSCNC meet onsite on March 12, 2007 to review the site and discuss how to proceed
with plans to stabilize the site. As a result of this deviation, the NCDOT has revised the
design plans at these sites. The revised plans do not affect the previously permitted
impact quantities; therefore the permit drawings have not been revised. The changes
discussed and agreed to in the field are highlighted below.
Station 82+20 to 82+95 -L- Rt
The NCDOT proposes to convert the existing lateral 2-foot base ditch with Class I riprap
to a lateral swale/ ditch with rock checks. This will provide treatment of stormwater
runoff prior discharging into the riparian buffer.
Station 83+80 to 84+20 -L- Lt
The NCDOT proposes to convert the existing lateral 2-foot base ditch with Class I riprap
to a lateral swale/ ditch with rock checks. This will provide treatment of stormwater
runoff prior discharging into the riparian buffer.
6

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Station 84+20 to 84+55 -L- Lt
The NCDOT proposes to install a 24-inch and 42-inch RCPs with a junction box with a
manhole. NCDOT also proposes to re-grade the floodplain, remove excess riprap and
reconstruct the energy dissipator. These structures serve to convey water from the lateral
swale/ ditch with rock checks to Smith Creek.
Station 84+40 to 84+90 -L- Lt
The NCDOT proposes to stabilize fill slopes above headwall and wing wall of existing
culvert as directed by the Construction Engineer. This will provide long term stability to
the fill slope located above the culvert inlet.
Station 84+63 to 84+80 -L- Lt
The NCDOT proposes to construct a temporary stream diversion and install six cross
vanes and step pools at the relocated UT to Smith Creek. The cross vanes and step pools
will allow water in the relocated stream to transition from natural ground to Smith Creek.
Station 85+10 to 85+60 -L- Lt
NCDOT proposes to excavate fill material in the wetland to pre-construction natural
ground elevations as directed by the Construction Engineer. The temporary fill material
will be removed from this wetland.
Station 85+36 to 85+51 -L- Lt and Stations 85+80 to 86+36 -L- Lt
The NCDOT proposes to construct a standard 5 to 8 foot base ditch. The base ditch
serves to convey runoff to the relocated UT to Smith Creek.
Station 85+10 to 85+75-L- Lt
The NCDOT proposes to stabilize the stream banks of the relocated UT to Smith Creek.
This will provide long term stability to the relocated channel.
PROJECT SCHEDULE
This project has a let date of December 18, 2007 and a review date of October Z, 2007.
MITIGATION OPTIONS
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation
of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken
during the planning and NEPA compliance stages; minimization measures were
incorporated as part of the project design.
Avoidance•
All wetland areas 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.
General avoidance measures incorporated into the project design
• Relocation of utility lines within roadway fill in jurisdictional areas
• No Staging of construction equipment or storage of construction supplies will be
allowed in wetlands or near surface waters. Staging areas will be determined by the
contractor after the project is let.
7

• No borrow or waste areas will be located in wetland areas without a permit from the
USACE.
Minimization
Minimization has been employed in the project area to the maximum extent particle.
Reduction of fill-slopes at stream/wetland crossings and the selection of alternatives that
will minimize wetland impacts will reduce unnecessary wetland takings.
Project Wide Minimization Measures
• Use of 2:1 side slopes in jurisdictional areas.
• All culverts will be buried 20% below the streambed.
• NCDOT BMP's for the protection of surface waters will be strictly enforced during
the construction of this project.
• The use of rip rap has been eliminated from stream beds
Site Specific Minimization Measures
• Station -L-9+25-The preformed scour hole has been relocated outside of the buffer
COMPENSATORY MITIGATION
The construction of the R-2809A will result in 0.01 acre of non-riverine wetland fill and
95 feet of stream impacts that will require mitigation within the Neuse River Basin. The
project will also require mitigation for impacts to Neuse River Basin Buffer impacts for
7,556ftZ of Zone 1 Impacts and 4,198ftZ of Zone 2 Impacts.
Based upon the agreements stipulated in the "Memorandum of Agreement Among the
North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington
District" (MOA), it is understood that the North Carolina Department of Environment
and Natural Resources Ecosystem Enhancement Program (EEP), will assume
responsibility for satisfying the federal Clean Water Act compensatory mitigation
requirements for NCDOT projects.
The offsetting mitigation will be derived from an inventory of assets already in existence
within the same 8-digit cataloguing unit. The Department has avoided and minimized
impacts to jurisdictional resources to the greatest extent possible as described above. The
remaining, unavoidable impacts will be offset by compensatory mitigation provided by
the EEP program as noted in the enclosed EEP confirmation letter.
REGULATORY APPROVALS
Section 404 Permit: The NCDOT respectfully requests that the USACE modify the above
referenced 404 Permit as required for the above-described activities for the proposed
project.
Section 401 and Buffer Certification: The NCDOT respectfully requests that the DWQ
modify the 401 water quality certification and the Neuse River Buffer Certification as
required for the above described activities for the proposed project. In compliance with
Section 143-215.3D(e) of the NCAC we will provide $570.00 to act as payment for
processing the Section 401 permit application previously noted in this application (see
Subject line).
8

,,
Thank you for your assistance with this project. If you have any questions or need
additional information, please contact Brett Feulner at [e-mail] or
[phone].
A copy of this permit application will be posted on the DOT website at:
http: //www. n cdot. org[doh/reconstruct/pe/neu/permit.html.
Sincer
~/ Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
w/ attachment
Mr. John Hennessy, NCDWQ (5 Copies)
Mr. Travis Wilson, NCWRC
Ms. Kathy Matthews, USEPA
Mr. Michael Street, NCDMF
Mr. Chris Murray, DEO
Mr. Gary Jordan, USFWS
Mr. Victor Barbour, P.E., Project Services Unit
w/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Gene Tarascio, PDEA
Mr. Todd Jones, NCDOT External Audit Branch
File: R-2809A
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Ronald Mikulak, USEPA -Atlanta, GA
Mr. Greg Perfetti, P.E., Structure Design
Mr. J. Wally Bowman, PE., Division Engineer
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Art McMillan, P.E., Highway Design
Mr. Majed Alghandour, P. E., Prog. and TIP
Ms. Beth Harmon, EEP
Mr. Carl Goode, PE, HEU
9

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PROGRAM
August 29, 2007
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
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PDEA~O~ F~~_~ ~.;1 i ; : ~; _-:~ ~iV41RONMENT
R-2809A, NC 98 (Wake Forest Bypass) from West of SR 1923
(Thompson Mill Road) to US 1, Wake County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream and nonriparian wetland mitigation
and buffer mitigation for the subject project. Based on the information supplied by you
on August 29, 2007, the impacts are located in CU 03020201 of the Neuse River Basin in
the Central Piedmont (CP) Eco-Region, and are as follows:
Warm Stream: 95 feet
Nonriparian Wetland: 0.01 acre
Buffer Zone 1: 7,556 square feet
Buffer Zone 2: 4,198 square feet
If the buffer impacts or the amount of mitigation required for this project increases, then
this mitigation acceptance letter will no longer be valid and a new mitigation acceptance
letter will be required.
All buffer mitigation requests and approvals are administrated through the
Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that
appropriate compensation for the buffer mitigation will be provided in the agreed upon
method of fund transfer. Upon receipt of the NCDWQ's Buffer Authorization
Certification, EEP will transfer funds from Tri-Party MOA Fund into the Riparian
Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have
completed its riparian buffer mitigation responsibility for TIP R-2809A. Subsequently,
f fir. i)( off .. _-//`~f/~~~1i.~:% ~~~~. _ ~ ~~~`_i:. 4-~~ ~ _ -~E~ .~ ~(... .- ~~i~
`~" "` ~' NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-715-0416 / www.nceep.net

EEP will conduct a review of current MOA mitigation projects in the river basin to
determine if available buffer mitigation credits exist. If there are buffer mitigation credits
available, then the Riparian Restoration Buffer Fund will purchase the appropriate
amount of buffer mitigation credits from Tri-Party MOA Fund.
During the review of this request, it was noted that this project was not included
in the 2007 Impact Projection Database; however, EEP will provide the requested stream
and nonriparian wetland mitigation. Depending on the availability and projected need of
stream and nonriparian wetland mitigation in this cataloging unit, additional stream
mitigation may be required that was not included in the biennial budget submitted to
NCDOT on April 2, 2007 (revised April 16, 2007).
EEP commits to implementing sufficient compensatory stream and nonriparian
wetland mitigation to offset the impacts associated with this project by the end of the
MOA Year in which this project is permitted, in accordance with Section X of the
Amendment No. 2 to the Memorandum of Agreement between the North Carolina
Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U. S. Army Corps of Engineers, fully executed on March 8, 2007.
If the above referenced impact amounts are revised, then this mitigation acceptance letter
will no longer be valid and a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
~. ,
William .Gilmore, P.E.
EEP Director
cc: Mr. Eric Alsmeyer, USACE -Raleigh
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
Ms. Kelly Williams, EEP ILF Coordinator
File: R-2809A

- Eco stem
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PROGRAM
August 29, 2007
Mr. Eric Alsmeyer
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Dear Mr. Alsmeyer:
Subject: EEP Mitigation Acceptance Letter:
R-2809A, NC 98 (Wake Forest Bypass) from West of SR 1923
(Thompson Mill Road) to US 1, Wake County; Neuse River Basin
(Cataloging Unit 03020201); Central Piedmont (CP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the stream and nonriparian wetland mitigation and the buffer
mitigation for the unavoidable impact associated with the above referenced project. As
indicated in the NCDOT's mitigation request dated August 29, 2007, stream and
nonriparian wetland mitigation from EEP is required for approximately 95 feet of warm
stream impacts and 0.01 acre nonriparian wetland impact.
Also, this project will impact buffers located in CU 03020201 of the Neuse River
Basin. The total buffer impacts are 7,556 square feet in Zone 1 and 4,198 square feet in
Zone 2 with a total buffer mitigation requirement of 28,965 square feet. If the buffer
impacts or the amount of mitigation required from EEP increases or decreases for this
project, then this mitigation acceptance letter will no longer be valid and a new mitigation
acceptance letter will be required. All buffer mitigation requests and approvals are
administrated through the Riparian Restoration Buffer Fund (Fund 2982).
The NCDOT will be responsible to ensure that the appropriate compensation for
the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon
receipt of the NCDWQ's Buffer Authorization Certification, EEP will transfer funds
from Fund 2984 (Tri-Party MOA Account) into Fund 2982 and commit to provide the
appropriate buffer mitigation to offset the impacts associated with this project.
- ~ - NCD NR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0476 / www.nceep.net

Stream and nonriparian wetland mitigation associated with this project will be
provided in accordance with Section X of the Amendment No. 2 to the Memorandum of
Agreement between the N. C. Department of Environment and Natural Resources, the N.
C. Department of Transportation, and the U. S. Army Corps of Engineers fully executed
on March 8, 2007 (Tri-Party MOA). EEP commits to implement sufficient stream
mitigation up to 190 stream credits and 0.02 nonriparian wetland credits to offset the
impacts associated with this project by the end of the MOA year in which this project is
permitted. If the above referenced impact amounts are revised, then this mitigation
acceptance letter will no longer be valid and a new mitigation acceptance letter will be
required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
~.
Willi D. Gilmore, P.E.
EEP Director
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr, John Hennessy, Division of Water Quality, Wetlands/401 Unit
Ms. Kelly Williams, EEP ILF Coordinator
File: R-2809A

Subject:
Minutes from Interagency 4B Hydraulic Design Review 1I ~_
on February 18, 2004 for R-2809A in Wake County
Team IVlembers:

Eric Alsmeyer-USAGE (present)
John Hennessy-NCDWQ (present)
Travis Wilson-NCWRC (present)
Gary Jordan-USFWS (absent)
Chris Militscher-EPA (present)
Brett Feulner-PDEA (present)
Participants:
Marshall Clawson, NCDOT r : ~.
Galen Cail, NCDOT Hydrau;~=
Quang Nguyen, NCDOT Struc_=_
It was agreed by all that the pernut was not complete. There are a number of pot~n__
buffer sites* that may be added. Also, the permit will need to include info at bufr'~ ~=
wetland boundaries including 10 yr discharges and velocities and ditch slopes. De-.~~!~=
treatment info will also be provided- John stated a 4C review will have to be sch ~ar~ _=
review the complete/updated permit.
A general comment was made to eliminate any rip rap in stream beds.
An impact summary sheet in English was requested.
Permit Site 1 & 2 (Sheet 5):
It was stated the outlet pipe will be realigned to the stream to improve the outlet ~~~=e
angle with the stream.
Investigate using a flow spreader at the buffer boundary in the ditch coming from -,
west. Need to justify reason(s) if unable to use. Need to investigate means for
stormwater treatment.
Permit Site 3 (Sheet 17):
Investigate using flow spreaders at the buffer boundary in the ditch and at the pipe o'~ra_
Need to justify reason(s) if unable to use. Why is excavation needed at inlet?
Need stream (intermittent) impact quantities.
Need buffer and stream (intermittent) impact quantities for the 800 CSP crossing Spa
16+50 -Y2-. Why is excavation needed at outlet?
*Depending on the acceptance of additional buffered crossings, it may be necessary to
provide flow spreaders, 10 yr discharge and velocity data, treatment info, etc.

-.
Subject:
Team Members:
t1*~utes from Interagency 4B Hydraulic Design Review Meeting
oL %ebr•~:.a-v 16, 2005 for R-2809A in Wake County
Eric Alsmeyer-USAGE ~reent)
Nikki Thomson-NCD~i Q =r absent)
Travis Wilson-NCWRC ~y went)
Gary Jordan-USFWS {absent)
Chris Militscher-EPA "resent)
Brett Feulner-ONE ~1IIresent)
*Will meet to review at a later daze
Participants:
Marshall Clawson, NCDOT Hydraulics
Galen Cail, NCDOT Hydraulics
Frank Fleming, Sungate Design Group
Kevin Moore, NCDOT Roadway
A prior 4B was held on'~ i8 t1=. However, due to a number of potential buffer/stream
sites that had not been re~ieued_ it was decided to reschedule the 4B. The buffer/stream
"calls" have since been asc-ase3.
Sheet 12:
An intermittent, buffered stream crosses at approximate Sta 10+30 -Y1-. It is buffered up
to the 450 outlet under exi,-tins NC 98. The drainage that outlets into the buffer will be
treated. It is proposed to outlet drainage to a JB along the cross pipe. Therefore, outlet
energy dissipated in the JB in~~ead of at the stream banks.
Sheet 14:
There was discussion about removing the existing NC 98 fill, since there will be a
realignment, to provide potenral mitigation. It is presently proposed just to remove the
existing pavement after construction. It was mentioned that it may be difficult to remove
the fill during construction since traffic will have to be maintained on site.

Subject:
Team Members:
Minutes from Interagency 4C Permit Review Meeting
on June 15, 2005 for R-2809A in Wake County
Eric Alsmeyer-USAGE
Christina Breen-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFWS
Chris Militscher-EPA
Elizabeth Lusk-PDEA
Chris Murray-NCDOT-DEO
Buffer Site 1 (Sheet 5):
Relocate PSH out of buffer.
(present)
(present)
(present)
(absent)
(present)
(present)
(present)
Participants:
Marshall Clawson, NCDOT ~-i: -~_....~~cs
Galen Cail, NCDOT Hydr ~~~=~.
Vince Rivers, NCDOT Hydr ,~?~c_
Frank Fleming, Sungate Desi~ Group
Lonnie Brooks, NCDOT St: ~~ -~ e Design
Buffer Site (a7 R-2809B Box Culvert (Sheet 11):
Need detail for rock checks in ditch 31+20 -L- Rt.
From 400 outlet Sta 32+00 Lt, show ditch prescribed on R-2809B project.

~3t: Project No. 34503.2.1
3 L~ Project No. R-2809AB
Rake County, NC
NC 98, G-"a:~;e Forest Bypass from West of SR1923
to West of US 1
STOR~iVti~ ATER MANAGEMENT
PLAN
Prepared by:
Sungate Design Group, PA
9i~ Jones Franklin Road
Raleigh, NC 27606

PROJECT INVOLVEMENT
The proposed project is 2.5 kilometers (1.53 miles) in length and will construct a portion ~= ~C
98 Bypass (-L-) on new location. The project also includes relocation and widening existin_ ~ a':',
of Neuse Rd. (-Y2-) and construction of NC 98 Bypass on new location. NC 98 Bypass «'ili be z
divided multilane facility with curb and gutter /grass median and grass swales left and righ'
The proposed project contains three crossings of Unnamed Tributaries to Horse Creek, one u~:
See Table 1 for a detailed list of the streams and proposed crossings.
Table 1. Stream Crossings
Stream Name Drainage Area Proposed Structure
*Site #1 Exist. 42"CSP/
**UT to Horse Creek 105 acres Extend w/ 48" CSP
*Site #2 9 acres 24" CSP
UT to Horse Creek
Site #3 11 acres 30" RCP
*UT to Horse Creek
*Site numbers correspond to permit drawings
**Extension of Existing Pipe
UT -Unnamed Tributary
A review of the Environmental Assessment and Environmental Sensitivity Maps indicates that
the project is located in Water Supply Watershed but the project is more than a mile from the
critical area.

1
POTENTIAL IMPACTS
The project is located withi ~~e To~s-~ of Wake Forest Corporate Limits, City of Raleigh
Corporate Limits and an Uninc~~~ ~.~ area of Wake County. The project is located entirely
within the drainage basin of thz \ea~. River and is therefore subject to the requirements of 15A
NCAC 2B .0233, the Neuse 1<~er Ki z*~an Buffer Rules. The purpose of the Rule is to protect
and preserve riparian buffers i- ~e \euse River Basin to maintain their nutrient removal
functions.
The Neuse Riparian Buffer R~l~ ~~T~ that a 50-foot wide riparian buffer directly adjacent to
surface waters in the Neuse Ri`~er Basin be maintained. The Rule also requires that concentrated
runoff from new ditches or m mna~ conveyances be converted to diffused flow before the
runoff enters the riparian buffer.
BEST MANAGEMENT PILaCTICES (BMPsI
As noted in Table 1, the proposed project contains three jurisdictional stream crossings. All three
crossings meet the requirements of IAA NCAC 2B .0233(3) requiring treatment of stormwater
runoff. The following discusses each crossing, the BMP proposed or a justification for alternative
designs:
Site 1 - UT to Horse Creek (-L- Sta_ 9-=21
The proposed work at Site I in~-oh-es widening of existing NC 98 and the extension of the
existing 42" CSP with a junction box and a 48" RCP. The increase in size is recommended to
facilitate burying the outlet im~ert 0.8' below the existing stream bed. Rip rap will be placed on
the banks and not in the stream for outlet bank stabilization. All storm- water will be discharged
into pre-formed scour holes ou~ide of zone #2 buffer zone. See attached spreadsheet for
calculations.

a
Site 2 - UT to Horse Creek (-L- Sta. 13+SOL)
The proposed work at Site 2 involves the construction of new NC 98 Bypass. A propos:~ ='
CSP will discharge cross-drainage and grass-swale treated stonnwater at this site. Ali ~~er
stonnwater not treated will be discharged into pre-formed scour holes outside of zone #= h•.~e-
zone.
Site 3 -Horse Creek (-Y1- Sta.17+59.78 )
Site 3 is an additional crossing downstream of Site #2 by Y3-. =Y3- is a proposed new locatien
two-lane roadway for connection of existing NC 98 with -Y-l. The proposed 30" RCP ~~li
discharge cross-drainage and grass-swale treated stone water. The roadway drainage system on -
Y3- is treated by grass-swales and proposed to be discharged directly into the 30" crosspipe. This
direct connection is the result of determination that the topography is too steep to outlet into The
riparian area. Since the stonnwater is treated the least damaging alternative is to dissipate the
energy from the drainage system in a proposed junction box and the 30" RCP. The proposed 30'
RCP will be buried in the existing substrate and the outlet banks will be lined with Class `I' Rip
Rap to stabilize the outlet channel.
R-2809B- Site #1 UT to Richland Creek
As described in the Stormwater Plan for the `B' section of Richland Creek, the proposed «-ork ar
Site 1 involved construction of -L- and a 2 @ 7' x 6' RCBC on new location and the relocation of
a portion of an unnamed tributary to Richland Creek adjacent to -Y2- (Retail Drive). It is
required to discharge stonnwater from section `A' at this site. The majority stonnwater is
proposed to be treated by grass swales. The remainder of the stonnwater is proposed to be ve~~
with a 3' base grass swale before entering the riparian area. Because of topography and IimiL to
R/W, check dams will be incorporated to flatten the slope and achieve Y/sec. Also permanent
reinforcement mat is proposed in the swale to maintain stability.

See attached spreadsheet for r'::~::Lt ~lculations.
DESIGN DETAILS
Design details for the enhanc~ ~ ==s ;~°ales, variable width base ditches and preformed scour
holes are shown on the Roadv--a~- Dian plans.

a
O
~O
N
ti
U
0
a
ti
n
O
V
ti
U
z
0
U
See Sheet 1-A For Index of Sf~ets
See Sheet 1-B For Cornenllonal Symbology
See Sheet 1-C & 1-D For Survey Control Sheets
r
BEGI PR E / ° ~
q ~ ,~ 1A ~
r ,~
~' uAlun ~~ 09 ~ P ~ ~ ~~ ~
r ..
~, ~ oe
~~d
g ,
y w;an, a
1 A +F AMR
~ +' R-2809C
ND 909 SRE~`
1 ! -Y
VICINITY MAP
DU~A~RD. _ _ ~C
-______ -- `~ PASS v - ~ \ ~ ~/ ~l
T o~uRl~~ ~T ~ y ~y \ ~ / ~~J/ \-
~ ~ ~
0o`Q ~ ~, ~
~ G~ ; ~ ~ ~~ °ro ~~
fia~ ~'s°Nw~ \\ \ NESIh'pD
~~~
~~
~ SITE 2 ~
WETLA11tD\STREAM PERMIT
lrrxx' s,t ~-x
-1- STA. 7+40.000 ° y ~ ~ ~ ~ ~ ~`~~
BEGIN TIP PROJECT is_2809A / ~»~rE, I
BEGIN CONSTRUCTION / ff n ~~~~~ ~~R~NSy~ ~~
~~~~~I®1~1 ~~~ ~[~~]f~~W~~Y~
WAKE COUNTY
rtm rtan iw¢T uuuct w °"`
TRI •~ R-2809A 1
I' I ~ ,.7
' 'ran ~acw r..~n. mv,ar
S 34503.1.1 STP-98 rE
94503.2.5 STP-98 PhV 6 UI
All DIMENSIONS 91 34503.3.7 STP-96 23 CONSf.
RIESE PLANS ARE IN MElE1S
OR MIWMET9IS
UN165 OTHERWaE SHOWN
LOCATION. NC 98 (WARE FBRBST BYPASS) PROM WEST OF
SR 1923 (THOMPSO.'~ MILL ROAD) TO WEST OF US 1(CAPITAL BLVD.)
SITE 3 WAKE~sRr°"~NU~a~~
a
SR FJL3 i'3~ ~ //
SITE 1 ~ ~ s9, ~ti ~ ` ~~-~~`
3 TtK1YPSQY YllL RD ® F ~ ~ 0
S N\Q ~
BE~~ 1? 9~\\ d~2 \w~~
y~9. 5E
vERNruON >> ~ // /~~
PORT10N5 OF THIS PROJECT FALLS WRHIN THE BOUNDARIES OF THE CITY OF RALEIGH AND THE TOWN OF WAIQ: FCNE~T
GRAPHIC SCALES
5 0 10
PLANS
5 10
PROFILE (HORIZONTAL)
1 2
PROFILE (VERTICAL)
DESIGN DATA
ADT 2001 = 24,100
ADT 2025 = 36,500
DHV = 10 %
D = 60 %
T 6 % >k
V = 100IgD'11
* (TTST 2% & DUAL 4%)
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 1~2809A = 2.500 k~
TOTAL LENGTH OP TIP PROJECT R-2809A= 2.500 1~L
1 ~~`~ HI~€E ST 1 ~ 6yp~
\~ ~~~
~ ~
' '~ e~N~'£A1,~ \ \ q
~ II ~ ~~
~~ J~
°r GARDEN H1LL DR. ~ ( ~
~~ °~
~ ~Fo~
~~~~
I: eve'
~ !'~~ ~ PERMITTED END
~ ~ I UDDER R-Z809B
I~~2
PreporeQ !n me ~tfce de
DIVISION OF HIGHWAYS
lBOA B{~oi Rid~a Dr., Rolii~R, HC I76l0
ma swmaw
TGHT OF WAY DATE{ JA50N MOORE, PE
JUNE 30, 2005 I "0~' "
LETTTXG ~~; KEVIN E. MOORE, PE
DECEMBER 18, 2007 'T''~`
`~ I
ol`II~ ~
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~~Illln o `~
~',~IIII~~~--I W
.11111{{~~ I
o~llll~l~ ~,\
II
.~~ p 11 \
~,~ PI I. >
APPLENOOK _/
ci ~ IIIR ~\~ \ (~/i~" r
II l \ !
TER ~_ ~ p .91JNN'
I NC BI'PA55
rI~IMY~_ J __;~
1c"y~
~~1
.. +~
A. 32 +40.000
-~ sra 35+oa.o0o
END CONSTRUCTION
amRArr~res BNC~BR
ROADR'AY DESIGN
BNGJ2118[iR
J ~ UNDER PRO~~r
~~~ ~ ~;'~ R-2d~
71
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RI
PREFORMED SCOUR HOLE
Pipe or Ditch
Outlet -~
Sauore Preformed
Scar Hob IPSHI-...
OtID Rap In
Dash not shorn
for dorlfyl
PLAN VIEW
SECTION A-A
g L2 m
D 0.6 m
w L3 m
d 0~5 m
nw ar oNCn
~ oar+ PSRM
D10.]m nhl d Naturd
`I
0•~~~lth FtterR f~aDrlc ~~ ~~ 4/4/02
STA. 9+50 -L- LT
STa.9+99 -L- RT
STA.O+TS -L- LT
STA.I4+30 -L- LT
STA.IB*73 -L- LT
STA. 19+95 -L- LT
DETAIL ` x
~~
FALSE SUMP
N n
I NOt to kale)
Outside Ditch o
Traffic Flax r~
6
GI
"S ~ etc.
S=Ouch SIODe -~ Proposed Dltdi

DETAIL g
FALSE SUMP
I Not to Scaa ~ r
.
0
0
Outside Oltch
~ Traffic Flaw ~ 6n
2 ~
\0~
0d _
GI
t 5- of
S =Ditch yoDe ~ ProDOSed Ditch
hsidl level and flush
.Atn nature Orolrxi.
DETAIL!
SPECIAL LATERAL 'V' DITCN
Not to Scale) Fill
Natural ? Ao! 0Y Sbpe
D t
round dot ~~ D= OSm
Filter Fabrl War. d=~5m
Type of Liner= CLASS B RP RAP
STA.IONO TO 1+M-L- LT
STA.I+20 TO Y+60 -L- RT
STA. H+40 TO N+80 -L- RT
STA. 23+6p TO 23+90 -L- LT
STA. 18+B2 TD I9+OD -Y2- RT
DETAIL 2.b
SPECIAL LATERAL 'v' ITCH
I Not to Scale) FIII
No+ural ~, of ~ Slope
Ground r p f`ott
IOn. D=Q,~m
STA, )5.40 TO B•T6 i- RT
srA, re+so ro 19.20 {- Rr
STA. 70+80 TO 3N20 -L- LT
STA.B•06 TO Ar60 -Y2- LT
STA. re+20 TO 9+46 -Y2- RT
STA, 26+60 TO 27+00 -Y2- LT
STA. AHTO TO b+40 -T38- RT
STA. A>+20 TO 10+50 -Y4- LT
DETAIL 3
STANDARD 'w DITCH
INSr ra scwl
aW 2y D J Ground
d MIn.O =0.5m
Flrr Fa6rA: uaz.d =03m
Type of Liner = CLASS B RPRAP
STA. 27+00 TO 27+17 -Y2- LT
STA. 2TN7 TO 27+70 -Y2- LT
DETAIL 4
BASE DIrcH -
INot to Scale)
r I Natural
GratrM y p ' round
~+ Mln. D . 0.5 m
B= m

STA.6+73 -L- LT
STA.6+78 •L- RT
STA. IT+35 TO 17+55 -L- RT
STA. 24+i5 -L- LT
STA.5+30 -Y2- LT
STA. p+04 -YS- LT
DETAIL 5
LATERAL 'V' DITCH
I Not to Scoie
Naturd ~ A ~-- FB
ound p BY. Sb
Mln. O=U_5 m
Flter Fabric Ab:•d- 05 m
D= LS m
T pe of Liner-CLASS B RP BAP
STA. IT+00 TO 17+80 -L- LT
STA. 24+20 TO 24+40 -L- RT
STA. 24+60 TD 25+20 -L- LT
STA.1+40 TO fl+69 •Y3- LT
sTA. re.zo To I6+oo -YZ- LT
STA.+2D TD 16+80 -Y2- LT
DETAIL ~
LATERAL 'V' DITCH
f Not to S~calen) ~
Natural 1'.`^ FII
roun D - B2 SIODe
MIrL D= 0.5 m
b= L5 m
t
STa 16+70 TO IT+33 -L- Rl
STA, 25+80 TO 28+20 -L- lT
DETAIL 7
LATERAL BASE DITCH
f Not to Scclel
Naturd ~ SIODIA
Ground d ~ By,
MIn.O=~ m
Fllter Fabric Yax.d= O.S m
'when B Is O,Bm b= L5 m
B= 0.9 m
Type of Llner~LA55 B PoP RAP
STA, yi+42 TO IT+00 -L- LT
DE AIL 8
SPECIAL CUT BASE DITCH
(Not to Scale) Fm
Ground d A:,O ;0Y Slope
F
Fllter Fabric Min•p=Qz`,!.m
4az,d= 0.5 m
B= 0.9 m
Type of Liner-CLASS B RP RAP
STA. 23+00 TO 23+60 -L- LT
DETAIL 9
TOE PROTECTION
I Nat to kale)
oa
Naturd 'SSjtiF y~
GraunO d FY,P
Fllter
d _ 0.3 m FaDrlc
Type of Liner =CLASS 'B' RIPRAP
STA 8+35 TO STA 8+50 -L- RT.
STA 9+zo To sTA 9+80 -L- Lr.
STA.23+60 TO 24+b {- RT
STA. 12+60 TO 13+00 -YI- AT
STA.I6+30 TO IT*20-YI- RT
STA. 26+BO TO 27+20 -Y2- RT
DETAIL 10
STANDARD 'V' DITCH
)Not ra $cdel
l 1 N
GroviO ,r D 1a Gau:d
u1n0 =D.im
STA.IO+AI -YIA- RT
DETAIL II
STANDARD BASE PITCH
i xo+ ro scdw
I xrr
auq D + u
e uln.p =O.Sm
g.LOm
STA.16+42 -Y2- RT
DETAIL 12
OUTLET PROTECTION
INOt to Scaler
N t r I Natural
aun •/ D q ~ roun
d
Fllter Fabric Min. 0 = 0.5 m
Mox. d = 0.5 m
B =El(ISTm
Type of Liner =CLASS IRP IUD
STA.9N5 {- LT
STA, 0+95 {- LT
STA. H50 -Y3- RT
LATERAL BASE DITCH
I NOr ro Saalel
N Skp
row d ri p 1A m/m
rar Mln. D = OSm
Fabric flax. d = O.Sm
8=0.6m
b = L5m
Type of Liner = CLA55 IRPRAP
STA, 9+00 TO 9+Q -L- LT
LATEAAL BASE DITCH
Ixar to saaNx
m
a~ d y p 14 mrm SNwa
~+~ Mln, 0 = O.Sm
Fabric Max. d = 0.5m
B=0.6m
b = L5m
Type of Liner = CLASS B mPRAP
STA,9+80 TO W+70 -L- LT
DETAIL 15
LATERAL BASE DITCH
INOt to Scdel~
~ SbDe
Ground T .OBm
d ~°
Mln. p = D•5 m
Max, d = o.s m
• when B Is < lam B = L5 m
b=o.9m
Type of Liner = PSRM
STA. 31+00 TO L+3B -L- RT
mSST~• ~~ ~,:~

2:1
FILL SLOPES

~\
~_J`~
LATERAL SWALFiDITCH W/ROCK CHECKS
STA 31 +16 TO 31 +38 -L- RT
SEE NOTE
ti~
0.3m MIN
~~, ; ~
\•~ ~ ~ /
~ ~
TYPICAL CROSS SECTION
NOT TO SCALE
~:~to~'~ ~f ~@~t~l
NOT TO SCALE
TOP OF SWALE BANK
TOP OF DITCH BANK
CLASS I RIP RAP
(EMBEDDED)
I ~I
I I
I I
I I
I I
y. y_ i,
!~{_~~I
I I
I I
BOULDERS
PLAN VIEW
NOT TO SCALE
FILTER FABRIC = 20m2
BOULDERS/FOOTER ROCK = 60 MTN
CLASS I RIP RAP = 5 MTN
I / ~ ~
~ - - - VARIABLE ` . _
0.3m u.0')
_ /~~/~
-,~-,~ g
_ ~ I 1 _ J~ _ o.lsm tos•' NOTE:
I P ~ _ _ - -~ BOULDERS SHOULD BE ANGULAR AND OBLONG WITH
J- - J APPROXIMATE DIMENSIONS OF 0.6m x 0.45m x 0.45m
1.5m (2' x 1.5' x 1.5'). ROCK SHOULD FIT TIGHTLY TOGETHER
15') BOULDERS WITH MINIMAL VOIDS. STAGGER BOULDER JOINTS.
Filter Fabric ROCK CHECK SPACING IS DEPENDENT ON DITCH
GRADES AT I' DROP INTERVALS OR SLOPE CONTROL.
BOTTOM OF DRCH CLASS IRIP RAP
M!/PSRM
n n n r i i r (EMBEDDED)
RI
i
i
i
I
I
i
I

-L-TRAN~ ~~Sg
PAIR d TERPoCCmNO 6 ~ f
PATRICIA u, TERRICCUNO PI = 8+49939 PI = 10+15213
OB 4821 PAGE 35T p= 4I4302'fLTI p= 4'14302'(RTJ Davro E.SARTORE ~
Bu 1988 PAGE 970 L = 170274 L =(10274 COLLEEN R.SARTORE r,
T = 85A6 T = 85!76 DB 6091PAGE 738 4 .s$
R = 2,300A00 R =2,300.000 eu 19ea PAGE 970 ~.,;~~ "~
SE = OA2 SE = 0.02 ® DENOTES TEI~0RARY ~
VAS= XX/ XPH Vies= IOO XPH IMPACTS N SURFACE WATER
® DENOTES IMPACTS IN
SURFACE vATER
~e"~~ ~DENO_T~~S~FILL IN
M~~q>~° rtt NNO0
C
9
`-TR.`M.7 ~ II.W,JII
uTERU 0.6m BASE DRCN wi L5m -L- POT Q+ppA00
~ v 28.0 NTN CLASS IRP RAP 6 5 FF
EST.DDE : ~~ ITE c4500 LTA
-L- 9+00 TO 9•p LT SEE DETAL 0
m
CLASS T RP RAP 14.5 NTN ~ LATERAL 0.6m BASE DITCH
b 39.4m7 F.F, ION BANxS TOE PROTECTION 43.3 HTN w/LSm BERN @8.6 NTN
ONLnSEE DETAIL 12 CLASS B PoP RAP b 153JmzF.F. CLASS B RP RAP b 361.im~F.F.
STA 9*20 4- LT. TO STA 9+BO EST.ODE = 220m' a ~~~
-L- LT. SEE DETAIL 9 -L- 9+80 TO b+TO LT
SEE DETAIL 14 ~ e"n ~I
SEE N8.°01y -'~~ a5ncannnmbLD ~f
SHEET 2-F END DITCH --"----~
~w ~ +BD~ R:iS70
to
SPECDa LATERAL Y-aTCN w/ 64.7 NTN
CLASS 'B' RIP RAP b 176.4oP FF W
-L- Kk7o to tl+tlLr SEE DETAL I ~ ~
~_-~_~-~
` ~.~ w/NH
RENDYE ~'~1
CONC. y\1
DITCH
S -L-TRANS PRO 9+30A37 oa11 8
8 a~\\
FFP
~~
W NC 98 SR x923
NW
Z
V TL
i
~~~~

~~~
w~400 CSP ~~~~ 'f~ ` ~ ~ -F.- ~~
~\\ \\\
w/ELBOWS ~ ~ ~g
w/ROD b LOG ~ Cpl 071 ~~~~~_
COrWECTORS ~~-~ ~ _ CLA$$ 'B'RP RAP
w/SLEEVES ~-_~-- 0.9 tltlTtll CLASS B
~~==``_ RPRAP 4.2m=FF.
~~-~_
2GIw/FUT GRATE
-~ ~ ~ /
~~, ~~
a1`
q\`
~1
`1

-40o esP ~
w/ELBOwe~ /
-ra- RI
PI = 10+67.525
4 (LT!
p - l9' 25` 57
.
L =30.525
T = 15.410 s a lD
R = 90A00
CHARLES B SMITH & CCNST'AEV'
c+p $TEPHANE•Y, $NTH q ~s4T+ R/W REV. 12/15/05
~ BM~198a1PAG~E 970 ei.~
5 erj56 Fp
~~' -YB- PT /0+82.639
p:90.618 8
1 ~45bb ~,
III N ;<>` ~
I
I
-~ ~i~~"~ ~~' ~ THOMAS C. BOBBITT i~
A''~- ~~ 8 SALLY M. BOBBITT
D8 6399 PAGE 38
-YB- PC /D+52,1/4 su 19sa PAGE 970 ; "~

~ ~ ~
Q
2
~~ ~ 15 2GI s
N
:_ 3
~~ ~ A =
_,
__ m
TEES / 0 C; 1,~ d,
_-- L _~ _~
;,
~~
~~
pISTNG Rnl nAR4BLp
Ep

'~ {~ 4
IONALD WWSTEAD
KAREN K,
DB 9365 PAGE ~
-JJ~1~---
w
L ~ `
_~-
- - T A+ 31B I _ s7s ~ - s
/' ~ ~ ~~`
---~
~ RP RAP 2.p _`~ ` ~
i ~ 48m MTN ~
.. .. .. .. .. .. .. .. ~~ 6w, .. .. . _ .. .. .. .. .. .. .. .. .. .. .. ..
~ STANDARD BERN DITCH
-L- II+60 TO 13H0 RT
TIE TO EXISTtld'i
LATERAL DITCH
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Station
(From/To)

Structure
Size /Type
Permanent
Fillln
Wetlands
ac
Temp.
Fillln
Wetlands
ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
(ft) Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)

1 9+25 -L- LT 48" RCP 0.01 0.01 <0.01 95 23

2 14+00 -L- LT 24" CSP 0.01 <0.01 62 20

3 10+30 -Y1- 30" RCP 0.01 <0.01 118 36

'T'Ul'Al.ti: ~~ ~~ ~_-~~ 0,01 ~ U.00 0.00 0,03 0.00 27Ti _ /f!
vos

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Station
(I'rorr-/'1'0)

Structure
Slze /Type
Permanent
Flllln
Wetlands
ha
Temp.
Fillln
Wetlands
ha
Excavation
in
Wetlands
ha
Mechanized
Clearing
In Wetlands
ha an
Clearing
in
Wetlands
ha
Permanent
SW
Impacts
ha
Temp.
SW
Irnpacis
_~i~~ Existing
Channel
Impacts
Permanent
m
Temp.
SW
Impacts
m
1 EI-1G -L.• ~'I' 1200 fiCf' 0.003 0,003 0,001 2B 7

2 14+00 -L- LT 600 CSP 0.002 0.001 19 6

3 10+30 -Y8- 750 RCP 0.004 0.001 36 11

TOTALS: 0.009 0.003 84 24
2/03105

List of Property Owners:
SITE #
2
3
PROPERTY OWNER ADDRESSES
NCDOT
NCDOT
PRISCILLA ROLLS 7104 THOMPSON MILL ROAD
WAKE FOREST, NC 27587

BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT

SITE NO. STRUCTURE SIZE
/TYPE STATION
fFROM/TO) ROAD
CROSSING
BRIDGE PARALLEL
IMPACT ZONE 1
(ft2) ZONE 2
(ftZ) TOTAL
(ft2) ZONE 1
(ft2) ZONE 2
(ft2) TOTAL
(ft2) ZONE 1
(ft2) ZONE 2
(ft2)

1 48" RCP -L- 9+25 LT X 5651 3283 8934

2 24" CSP -L-14+00 LT X 4338 2788 7126

3 30" RCP -Y1- 10+30 X 7556 4198 11754

TOTAL: 9989 6071 16060 7556 4198 11754
Site 3 Impacts 154' of stream
N.C.
DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT: 34503.1.1 (R-2809A)

BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE AL LOWABLE MITIGABLE REPLACEMENT

SITE NO. STRUCTURE
SIZE !TYPE STATION
(FROM/TO) ROAD
CROSSING PARALLEL
IMPACT ZONE 1
(mZ) ZONE 2
(mZ) TOTAL
(m2) ZONE 1
(m2) ZONE 2
(mz) TOTAL
(m2) ZONE 1
(mZ) ZONE 2
(mz)

1 1200 RCP -L- 9+25 LT X 525.0 305.0 830.0

2 600 CSP -L-14+00 LT X 403.0 259.0 662.0

3 750 RCP -Y1-10+30 X 702.0 390.0 1092.0

TOTAL: 928.0 564.0 1492.0 702.0 390.0 1092.0

R-2809A W ake Forest Bypass. Affected Buffer Areas Site #1 Date: 8/15/2007
Discharge is considered to be treated if it meets the following criteria: Dsn. By: FFF
100 fr. of grass Swale for every 1 acre of drainage area. AND Check: SDG
2 yr. velocity is less than or equal to 2 ft./sec.
Total D.A. Required leneih for treatment Actual Channel Side Treated Q2 Q2 vel. Q10 Q10 vel. Treatment
SHT. Structure Station Type ha (ac) (ft.) (m.) Length (m) Slope (m/m) Slopes Discharge? cfs fps cfs fps Provided Remarks
5 9 8+60 MED CB 0.17 0.4 40.8 12 0 0 NA NO 0.02 NA 0.03 NA PSH
S 10 10+00 MED 2GI 0.29 0.7 71.7 22 0 0 NA NO 2.0 NA 2.65 NA PSH

2G1 = 2 GRATED INLET BDOS = BER M DRAINAGE OUTLET STRUCTURE
SBG =SHOULDER BERM GUTTER
CB =CATCH BASIN
DDB =DRY DETENTION BASIN
B =BASIN
GS =GRASS SWALE
OTCB =OPEN THROAT CATCH BASIN
OPEN =OPEN END PIPE
PSH =PRE FORMED SCOUR HOLE
LS =LEVEL SPREADER
r,

R-2809A Wake Forest Bypass. Affected Buffer Areas Site #2
Discharge is considered to be treated if it meets the following criteria:
100 ft. of grass Swale for every 1 acre of drainage azea. AND
2 yr. velocity is less than or equal to 2 ft./sec.
Date: 8/15/2007
Dsn. By: FFF
Check: SDG
Total D.A. Required length for treatment Actual Channel Side Treated Q2 Q2 vel. Q10 Q10 vel. Treatment
SHT. Structure Station Tye ha (ac) (ft.) (m.) Length (m) Slope (m/m) Slo es Discharge? cfs fps cfs fps Provided Remarks
6 25 13+90 Med. CB 0.09 0.2 22.2 7 NA NA NA NO 0.94 NA 1.30 NA PSH
6 26 13+75 Med CB 0.04 0.1 9.9 3 NA NA NA NO 0.42 NA 0.58 NA PSH
6 30 13+60 RT 2GI 0.51 1.3 126.0 38 75 0.003 4:/6:1 YES 2.38 0.43 3.27 0.52 GS
6 31 13+95 RT 2GI 0.16 0.4 40.3 12 60 0.003 4:/6:1 YES 1.23 0.85 1.70 1.02 GS
6 28 13+95 RT 2GI 0.50 1.2 123.6 38 OFFSITE OR CROSS DRAINAG E
6 34 14+30 RT CB 0.18 0.4 44.5 14 NA NA NA NO 1.89 I.51 2.60 1.57 GS

2GI = 2 GR ATED INLE T BDOS = BER M DRAINAG E OUTLE T STRUCTURE
SBG =SHOULDER BERM GUTTER
CB =CATCH BASIN
DDB =DRY DETENTION BASIN
B =BASIN
GS = GRASS SWALE
OTCB =OPEN THROAT CATCH BASIN
OPEN =OPEN END PIPE
PSH =PRE FORMED SCOUR HOLE
LS =LEVEL SPREADER
•~v ~.~
•
t~~o

R-2809A Wake Forest Bypass. Affected Buffer Areas Site #3
Discharge is considered to be treated if it meets the following criteria:
100 ft. of grass Swale for every 1 acre of drainage area. AND
7 yr valncity is lecc than nr ernial to ~ ft /cec
Date: 8/15/2007
Dsn. By: FFF
Check: SDG
Total D.A. Required length for treatment Actual Channel Side Treated Q2 Q2 vel. Q10 Q10 vel. Treatment
SHT. Structure Station Type ha (ac) (ft.) (m.) Length (m) Slope (m/m) Slopes Discharge? cfs f s cfs fps Provided Remarks
12 95 11+00 2GI 0.2 0.5 46.5 14 60 .029 4:1/6:1 YF.S 0.12 1.97 0.17 2.03 GS
12 96 10+90 2GI 0.2 0.6 56.8 17 75 .029 4:1/6:1 YES 0.15 1.97 0.21 2.03 GS

err = ~ rn e~r~n nrr F T BDOS = BER M DRAINAG E OUTLE T STRUCTUR E
SBG =SHOULDER BERM GUTTER OTCB =OPEN THROAT CATCH BASIN
CB =CATCH BASIN OPEN =OPEN END PIPE
DDB =DRY DETENTION BASIN PSH =PRE FORMED SCOUR HOLE
B =BASIN LS =LEVEL SPREADER
GS =GRASS SWALE
~1 ~P ~~~

R-2809A Wake Forest Bypass. Affected Buffer Areas
Discharge is considered to be treated if it meets the following criteria:
100 ft. of grass Swale for every 1 acre of drainage area. AND
2 yr. velocity is less than or equal to 2 ft./sec.
Site @ End R-2809A &Begin.R-2809B @ Existing RCBC
Dsn. By: FFF
Check: SDG
Date: 8/15/2007
Total D.A. Required length for treatment Actual Channel Side Treated Q2 Q2 vel. Q10 Q10 vel. Treatment
SHT. Structure Station Type ha (ac) (ft.) (m.) Length (m) Slope (m/m) Slo es Discharge? cfs fps cfs fps Provided Remarks
10 72 26+60 rt 2GI 0.42 1.0 103.8 32 160 0.018 4:1/2:1 YES 0.19 1.5 0.26 2.2 GS
10 73 26+601t. 2GI 0.79 2.0 195.2 60 160 0.018 4:1/2:1 YES 0.26 1.8 0.35 2.2 GS
10 74 27+701t. 2GI 0.44 1.1 108.7 33 110 0.018 4:1/2:1 YES 0.21 1.7 0.29 2.2 GS
10 75 27+70 It. Open OFFSITE DRAINAGE 0.00 0.00
10 76 27+70 rt. 2GI 0.44 1.1 108.7 33 110 0.018 4:1/2:1 YES 0.14 0.9 0.20 1.1 GS
]0 169 29+20 rt. 2GI 0.46 1.1 113.7 35 140 0.018 4:1/2:1 YES 0.15 0.9 0.21 1.1 GS
11 77 30+OOLt. 2GI 0.33 0.8 81.5 25 200 0.018 4:1/2:1 YES 0.13 1,8 0.t7 2.2 GS
11 78 30+00 Med CB 0.09 0.2 21.5 7 0 NO 0.05 0.06 CD
11 79 30+00 Rt. 2GI 0.69 1.7 170.5 52 200 0.018 4:1/2:1 YES 0.34 2.0 0.46 2.3 GS
11 83 30+80 Rt. 2GI 0.12 0.3 29.7 9 100 0.003 4:1/2:1 YES 0.06 0.3 0.09 0.8 GS
11 80 31+02 Med CB 0.15 0.4 37.1 1 ] 0 NO 0.08 0.11 CD
1 1 81 31+02 Lt. 2GI 0.33 0.8 81.5 25 100 0.003 4:1/2:1 YES 0.23 0.4 0.31 0.9 GS

it 170 1o+60-Y9-R CB 0.18 0.4 44.5 14 0 ** 0.00 0.0 0.00 0.0 **SEE 172
11 171 10+60-Y9-L CB 0.03 0.1 7.4 2 0 ** 0.00 0.0 0.00 0.0 **SEE 172
11 172 t0+50-Y9-LT OUTLET 0.21 0.5 51.9 16 57 0.018 4:1/2:1 YES 0.20 0.4 3.03 0.9 GS
*
'
STRUCTURE NO.
S 78 & 83 OUTLET INTO A DITCH WITH THREE PROPOSED CHECK DAMS. THESE DAMS REDUCE THE SLOP
OF THE DITCH TO
CHIEVE
' -
A
2.0
/SEC AND THEREFORE TREATMENT OF THESE INLETS. THE REQUIRED LENGTH OF
TREATMENT FOR THESE TWO INLETS IS 18M
THE ACTUAL LENGTH IS 23M
.
.

2GI = 2 ('.RATF.n INi.F. T BDOS = BER M DRAINAG E OUTLE T STRUCTURE
SBG =SHOULDER BERM GUTTER
CB =CATCH BASIN
DDB =DRY DETENTION BASIN
B =BASIN
GS =GRASS SWALE
OTCB =OPEN THROAT CATCH BASIN
OPEN =OPEN END PIPE
PSH =PRE FORMED SCOUR HOLE
LS =LEVEL SPREADER
CD=CHECK DAMS
^`' !': .;
- ~ Z v r -~~
~'~
f'~r

List of Property Owners:
SITE #
PROPERTY OWNER ADDRESSES
NCDOT
NCDOT
PRISCILLA ROLLS 7104 THOMPSON MILL ROAD
WAKE FOREST, NC 27587

LATERAL SWALFIDITCH W/ROCK CHECKS
STA 82 + 21 TO 82 + 95 -L- RT
&STA 83 + 80 TO STA 84 + 20 -L- LT
2:1
FILL SLOPES
~'qA
>~ ><-~
L NOTE
DETAIL A
! Not to Scale)
OAm h4N
0.3m MIN
~, : ~
~ \ %'/
PSAu
IPERAIANENT SOIL AENFORCELIENT W1T)
TYPICAL CROSS SECTION
NOT TO SCALE
TOP OF SHALE BANK
CLASS IRP RAP
lELBEDDEDI
TOP OF OITCH BAN(
BOULDERS
STANDARD BASE DITCH
STA 85 + 36 TO 85 + 51 -L- LT
STA 85 + 80 TO 86 + 36 -L- LT
DETA ~ B
STANDARD BASE DITCH
(Not to Scale)
Natural
Ground J~
d

Filter Fabric
~ When B is < 1.8m
Type of diner =
Natural
~°~ Ground
D
`~ Min, D = 0,6 m
~'J Maxo d - 0,6 m
B = 1.5-2,q m
CLASS I RIP RAP
NOT 10 SCALE
DETAIL C
ENERGY DISSIPATOR
Bm dSSN'ATOR POOL `2m~J
RON
~ PROPOSED OrtCH I
D.Em~~ 0.6m
0.9m ~ 0.6A I
CLASS IRPRAP
FLTER FABRIC
PROFILE
NOT TO SCALE
NOTE:
BOULDERS SHOULD BE ANGULAR AND OBLONG WITH
APPROXIMATE DIMENSIONS OF 0.6m x 0.45m x 0.45m
(2' x 1,5' x 1.5'). ROCK SHOULD FIT TIGHTLY TOGETHER
WITH MINIMAL VOIDS. STAGGER BOULDER JOINTS.
ROCK CHECK SPACING IS DEPENDENT ON DITCH
GRADES AT I` DROP INTERVALS OR SLOPE CONTROL.
DITCH WIDTHS VARY. WIDEN TO EXTENT PRACTICAL
WITHIN R/W LIMITS. SEE X-SECTIONS.
-> PROPOSED DITCH
hl
APRON
aI OR FLArTER
FRDNT arcx uaPE
PLAN VIEW
NOT TO SCALE
STa
BUFFER
CLA9$ IRIP RAP
84+30-L-LTo
PLAN VIEW
NOT TO SCALE
IOT10M OF 01101 Y~79N1 «.~a inr tir
1ENBEOOE01
A{~FIfiCAII® PV 11E B10MHOCm dl
PROFILE
NOT TO SGLE

0
a
m
0
a
REVISIONS
STEP POOL DETAIL
NOT TO KALE
ROCK CROSS VANE DETAIL
FOR STEP POOL
Nor ro NCALE
R-2809C
Sta 84+63 to 84+80 - - t
xEADEK KOOK, rn.
NET HEADER KOOK TACK 1/0 -r NEE FAOFILE FOA ELlYATION
WIDTH OF FOOTEII KOOK
1AINONLL ~. iTEP FLOW
•
DEPTH 0.0~ ,.:... E
'
-
0 ,,?: _
~IEDIIOITOK OF FOND
IAgQnL, m.
FOOL DEFTN,
O.SD~ Kin lNT NTONE, T1?.
FILTEII
FANIIC FOOTEII KOOK, TYI.
ROCK6 IN YANE AKM 6NOOLD O.N~ KIN,
NOT EE GAFFED OK NAVE ANY (m,)
NIENIFIDANr NPACE6 Eqm Eorra SECTION A-A
of Foal W!
CLAM 1 KIF KAF (KIN)
COIR FINEK EAT

ROCK CROq IN7 (TONE
YANE~ PILTq FAIRIC ~ ~~
WIKFULL ,
FOOTEK
ROCK
PLAN VIEW ~
5
IEE ROCK CROq VAM!
DETAIL F011 NFECIFICI
NOTq: -
1. NTEP6 TO R fNORT, PRgDlNT, AND
CL01lLY IIACq.
~. FOOL gACINE NNALL q INYIINIELY
FROFORTIONAL TO NTAEAE NLOPE,
AND DIRECTLY FINIFOATIOMAL TO
EANKFULL WIOTN.(ARRDK N.U
0. FOOL Di/Tq Ai IAIIKFULL ELE~ATION
NNALL IE TYPICALLY 2 TO 8 TIEq
DFEFEII THAN NTEF DEPTq AT
EANKFOLL ELEYATION,
4. AOEOWITE NOMEII OF FOOTEII NWLDEq
TO IE DNq IN OADEA TO HOLD OP THE
IOOLDERN AT NEAR OF 6TEp gIKIq
MIEN ENWREYJNIIN PLOW !VlIIT1.
E. ITlP POOL DlFTN ENODLD IE 9 TO 8
TTl1 IANKFOLL O[PTN.
110 110 1!0 NFADER ROCK ern' NET NEADEK ROCK TACK
IANIffULI IANIffULL IAIKQULL I!! FKOPIL! FOR A EINIM~ OF 119 WIDTH
WIDTH WIDTH WIDTH FLOW ELEYATIDN Ot ~ FOOTlR ROCK
(Approx 1.0~ )(Approx 1.0~) (Approx 1.0~)

I ~
A IACKFILL, TYF.
f
~ {p. TO .'~+
e iN7 NTONE, TYP EKCAVAT! TOOL O.SR
° ~~ YIN
- _ ~
~ O.N~ POOTq AOCK, TYF.
I
1LD
IN
NI
\ g
YANE AI
DI
NOT IE GAFFED OR NAVW ANY
lKCAVATq TR[ IIINIFICANT NIACq
~
FLOW 067 (TONE FOR ROCK CK011 VAIN!
FILTEII FAE12C, TYP,
CONNTINICTION
' ~
~ ~ SECTION A-A
, . ~FILTEII FAMIC
FOOL
~FDD~ ~DI~i1ECr~YaF~EiIEPINEEII
e Koac A
KEY IN YANE TO TANK
NIMTIIIM OF O.N~ AT AN
~~uii"on eiiNxTLr PLAN VIEW

TIE VANE
w1KFULL eANKruLL
HEADER
AoacN
~ FLOC N TO tOk NLOFE ~,_~
i0T NTONE--~ ~yf `-FILTEII FAMIC
IoDLOER DIlIINSONN MtvN
ITATION NlIENT LlNETH WIDTH

PEN VANE 0.0~ O.E~ O,N~

^in. ~AOCq IN VAN@ AINI 1NODL0
NOT IE EMIED Dw NAPE ANY
NIaIIFSCANr aACq
SECTION B-B
NOTgt
1. DElPEIT PANT OP PODI TO k IN LINE WITH WNgE
vANE ARr riq INro IANKPOLL.
Z. DO NDT EKCAYATE FOOL TOO CL01! TO POOTq NWLDlq.
0. CLAq "A" NT01! CAN 1E UNED TO REDUCE YOIDI
NETYWEII NEADEq AND FOO1Eq.
~. COEFACT IANKFULL TO IXTENT FONEIILE 011 AT THE
DIKECTION OF THE EN1INEq,
N. FOOL DEPTH NIODLO IE 2 TO 0 TIEEI NANKFULL DEFTN.
noo,~r ~~ wo,
~a

K 1

~~ ~~
~~
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Ri AAP\
~ ~ ~1~
~~~~
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~~ 13+09.830(-r9-J
~~ BE
11 RE
11w
8
1+
``
-BL- T$•3>~NC STA,7 (44.495
-L- POS ST 81+93.915 ¢1.468 RTJ
ANDREW L. AAOlONS

JEANETTE F. AAUp4
JADES A, LUCA \
d \
DB 4471PA 18
811 1991 PACE 497 ~f~~„ „tir„L
"}
FENCE
JACK E,NORw000 d W TOwN OF wAKE FOREST
OB 1400 PAGE 227 Lfr•
Ill
~
CLDRIA A. NORw00D
m
BA4 1962 PAGE 212 r
i
~
OB 3744 PACE 60 _
&" 192 PACE 212
rr 1 1
I t
f r
I I coNSr.REV.
1 R /W REV.

~ I
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LWC BASIN
F~.r~
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m

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L
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~>o \ \ ~ ~ ( ©©~ LATERAL &'~ SYALE LAN! I ® EST b TOMS FOOTER ROQ/BpE0ER5
'- ~ 41 I I EST b SQ Y Ff.
` I r! AOCL CIECKS I +20;JD0 EST $ 50 Y COR FBER Wi
\ \ / 1 STA 13•W i0 &~20 i• LT I
\ 0 1 ~ EST 80 50 M I I EX15T.R/W +4 EST 25~0'S~~rw ~
\ \ 5p ~, Fir / I EST 160 50 Y PSRY I 6 EX.R/TY EST TOYS S fl
\ e cp,~ ~ I EST 220 W Y FrtArATgN 1 I r I •• f\ 50000 f SIEFTS l~ ,04,1
V A ~ ~ 1 ~9 SFE 2•SECIMM SIEET 2•R 1 Q~
S SFE OETAI A SIEET 2i 1 I ~
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\ \\ j Or EY51NO TR0~AOf I I Hfs 1 BT TIE TEMA4ERS O1FD "'ice ~pyC
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YT TIE ERCBEFR
-L- POS Sr,481t84.503 \ \ s I N0~'r ogT SEE sxEEr x / RE~'wo,
-Y9- POT STA13+67223 ~ ~ I I oETAt c FaR RESTORAinY R ~' NEUSE J~
^'~ \ \~ / I EST M YTY CUB IR- RAP 1 ~ BLIFFEf1
i I EST BS Y Ff.
_t ~:'~GNOVE ~~ .. ECM 0\ \:~ \ EST RCU vAIIYI I I ,. '~
N ~E FENC``~t ~~ti;J~,,,-QECM~ / ~ ECM~~\ ~ °5° m (~M \ I _ I I
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_ ~~- - M I 1 `''
~~ \ ~ZL ~LO~GIEU~ ~ ~~ a~`~~ t_`~_t ... 600 ECM c !
_ • ~
~~ ~~ • r~• ~- Jam'
-~ -~ t~ cE
ER _'~ ~ ~L ~ ~_ g~ 12E ~ +,~ I~~FU SLOPE AS ~ ~~/1 c
~ ~- ~ '~- ~ YEW -~- „ ` OBECIED Br TYE EEI(AEER ~ 7~ ~
~ `_ ~->;L ~ E i 10 l0e 1 7.09 ROBC ~ EST 450 Y W TIC iOR ~
' ~ '~- ~-~ ~_ `---_ __ --~ _~~ - -- - ~ ~ ~~ ~lPSFDE_STRY11 OU.YfATI ' ~ fSi ~FLL ~,~
~_ ~, ~_ ALL ~ 1
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WOYEN WIRE FENCE ~, _` ~~ ~~ ~~ E E _~ 1 ~
71~. AND REST J
1,
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11
~~
\\ ``
t
\ \~`r
s" 1
r \~
I r ~' ~~ l~
I

G . +30AC0
,~
PD
F 25007 r82.OZ1 e,
139311 BASE SrALE
229A5 ns.4 °~5
A 12.1170 ffi•SS i- RT 23,OQ7 x75.96'1
83+30.000 (-t-1
EST w YTx BOIADFRS +000x10 +OpODQ
EST Yo m Y FF ~,~ r139sr1
END FULL C/A END WQ/EN WIRE FENCE
+43J12 -(FST p
~ ~
e
p d
i
gTE41
l
36112 rll BEO.PARTIAL C/A REMO/AL AND RESET
1•SEC7gY SIEET 2-0
sFF oE,u A sxEFT 2i -eL- 164 PiNC srA, n+4ia4s
YorF~rE~YO1E~Ea~ a~i Eusrlc -L- POT STA82+92406 (49.886 RTJ
TOE Of FLL AS OIEOTED
~"~ ~°'' 943
-BL- 165 P/NC STA
78+40
-BL- 177 P1NC STA.76+84J47 ,
.
"Y~Ew ~• A1"~"s•
-L- POS STA82+35A57 (57216 RTJ JEANETTE F, auAWNS d -L- POr STA83+90A76 (36.376 RTJ
JADES a LIICAS„N2.
BY9- P/NC STA7+97548 OB 4471 PAGE IY3
-Y9- POC STA.12+93388 (24296 RTJ ~ 1991 PAGE 497
+63000
35.000 nws3~1
~~
kcccccc(ccccccc\ $Iti
\ ~
~ ~
+69000 +~ooo
23,0170 n5.4G1d n5.46'ECM
35.000 /!1483'1
+80'000
45.000
U47b4'1
O
Q
~q
N
~W
(
7y
Z W
N
U
-Y9- -L- '
Pr Sra x5+06204
p = 48' 43' 55
E fLT1 PI Sro /2+72b8r
6• fRT)
D' =20.20' 23 P/s Sra n+99A45
' Pr Sro 79+96738
' Pis Sro 81+93.690
'
.
L = r95b23 .
LL - 141 40' 257
Bs =2
0 13' 433 (RTJ
~ = 33
L = 347
970 Qs = 400
385
LS = 84
000
T = ~4J68
R = 230.000 r = 71
R =400
~ Ls =56.00
LT = 37338 ,
T = 179A31 ,
Lr = 56.ow SUPPLEMENTAL WORK
SE = rSEE PLAN51 SE = 0 ~• = 18b71 R =600,000 Sr = 28.0x3 FOR R-Z809C
RUNOFF = nm SE = OA7
V ° K1O KPH
~ ~
1
i
\\\ \
\\

m
A \ ' cCl
$ 189'-'
~\

~ .
REVISIONS
THOSEAS K. BOLUS. et OI
OB 1002 PAGE R1
Bu 1962 PAGE 212

1KOIECT R6EEFNCE N0. EHEET Nl
R) R-2809A 2-P
K/W sNEET NG.
ROADWAY DESIGN NYDAAUUCS
ENWNEEK ENGINEER
'J. q 1,0
~
NAD ~
CONST.REV.
R /W REV.
-L-
PI $t 87+6 3.322
B r96z 21z +31~ -@Yr0- 58 PINC STa13+38A59 °
~ Ex15nNG Riw t6 71 D= 555' 49A'(LT1
+4o0G° 6TARLYT A!D RESIAD ERODED -BrrO- 57 P~NC STar4+77A52 L =x494 3
~ 3658 n20.0~7~ sTREAY ews AS OYECTEO -L- PoT STa86+38.442 (6.326 LTJ
SFr"" ~~ f'1 NEUSE RNER ~, ~ ~, -L- POC STa87f77945 (4731 LTJ T =_ 74,8 8
~~ 6UFFER ~ E51~000 mx reER wi SE =r OA4 25
~~ ~~,`9 +~~ E1G~VATn.E,.R~OOOPLw wTEPo-l ~p +60.000 V = roo KPH
TO rRr~tV.CCT M6 EEEVATIONS q5 ~~ f~5'I 43000 f141A8'1
50.000 064.09'1 ESi 50Cg1 Y EIGYATIai ~R ~ ~'~ Q
/ - ~ - ~ 15000 f492D& ~+
/ / ~ l (8530'1
/ ,_ - .~
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S ~ , ~ 1 / ~ ~ PL ~ - _ ~ ~ ~~ t90'OGb +150 +37911
a ~! ~ PD _ APL ~ app ( 21'1 /~ - - sTAYWe W BASE 0rta ,5000 149211 & 15000 (4921' ~~ x5000 (49211
cccccccccccc ~ _ _ _ / _ p-EX ~/W / sa ~•eo iA e6•x -E• Et 26000 (A530'1 20.000 f65b21 20000 (6562'1
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~ / TRMIYTgy,TB'LI~ RASE ORCA- _ -\ M5.265 $~ ~IGN~ ~ 4
w ~ STjA5176 TO AS•Sli- li `~ P ~`^` x Q
I ~ ~'j~L \ \ \/ / / EST 6 CU YY ExCAYA~ N ~ 2 ' ~ I r'~ PD -~ ORYERLY ~I I ~ ~ DB 1~ 3 T ~ a ~ '_ 34 GR
Z ~ ~ \ ~
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~~~
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X _ _ _ _ -~ ~ _ --__ NC 9B wA
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+1 23,000 05.46'1 +60A00 G~8.4B4 a esr ~j Q ~ "~~^° fl6044 $ /
5D00 ^~ ~ ~' 15.000 r492r1,.,~
M L. uu0N5, asrucca = 15000149211 23000 05.46'1 (:? ~ fl ~"' •f'' ,
TE F, uuONS A 23A70 05.46'1& SroNEp ~ a ~,c ` , , ,
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OT ~ I BAI 1978 PAGE 9E ~ J I I ~ +. 0 0B T PACE 48 ra ~ ~ {~
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Il' aW 7C DENOTES PRGPpSfD TRAFFIC SIGNAL

PreDrred !D Ih Office of;
DIVISION OF HIGHWAYS
1000 Bfrci RIdOx Dr., R.1d0i, NC 47010
aa,weauo aecReceaaws
oil I~ ~ S
~ ~ I '?
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1~{IIIII°
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\ \ /
-4- STA. 35+00.000 ~
END CONSTRUCTION \1 /1i ~
liYDRlUI.TCS l3NGJNSBR DMS70N OP J~tGJ3WAYS
STATE OF NORTJ3 CAROLIIV.4
IGHT OF WAY DATE. JASON MOORE, PE "`""'"'°"'
JUNE 30,1005 r °'~°'~ ROAD~WI~A~Y~pDpSpS7GN
C1'WI~II
LBTTJNG DATE: 10?VIN E. MOORE, PE
DECEMBER 18, 2007 "10~'' °d~'"'" ~''°°'~
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See Suet 2-L Thir 2-0 For Supplement WorK For R-28090
~~e 98 • °~
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~, R-28090
SITE
VICINITY MAP
R-28090 SUPPLEMENTAL WORK SITE
AIL DL
OR
WdG i~ cove ~E~
UNL~S Ol
LOCATION: NC 98 (WAKE FOREST BYPASS) PROM WEST OF SR 7923 (THOMPSON
MILL ROAD) TO WEST OF US I (CAPITAL BLVD,) AND SUPPLEMENTAL
mn a~n Aoa~ aooeox,~ m ' ~a
TRI •~• R-2809A 1
nan nw,s R~YYm~a
34503.1.1 STI-98 PE
34503.2.5 STP-9! Rr1Y 6 UTIL
IENSpNS IN 34503.3.7 STP-9A 3 CONST
S ARE IN METERS
MIU .
IME>ERs
NERWISE SHOWN

WORK FOR R 28090 EAST OF SR 2053 (JONES DAIRY ROAD) ~
\~
TYPE OF WORK GRADING, DRAINAGF~ PAVING, TRAFFIC WAKE, UNION CHURCH RD/
SIGNALS, AND NOISE WALL oQ' sR ~~ ~ °~ I
END CDNS7Po1C7RW `r9 ~ ~ '~~ END LDNSlxaCTMW O ~ l
SR 1923 -Y3-\\ -r3-B,eomO .~`,~ '~s ,~`y~~' -nA-n+DDDDD ry /t ~~/
THONPSON Ill(( RD N ~~y~ P~p>I`~ / Ex0 cONSr N~
,A~ -YP- 70Dpp
END GDNSIRI.C'fldl HAYEBIIRY CT. \ ~2 PJ~.
-re- ro+som -YB- SR 1999
VERMIl10N CT. 4 1 yiq~ ~ ~~
~' ~-•a/
p/RHAYBRD. _
T DURHAM
-L- STA. 7+40.000
BEGIN TIP PROJECT R-2809A
BEGIN CONSTRUCTION
NC 98 BYPASS ~ ,` l,0~// ~,// ~\
T ~J /`~~ IIJE/N'D DONSTNX7~ • (-~
-Y3A- II+GOLUO (j~7p I \ ~`
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END CDNSlRI1CTgx -Y6- B \\ __
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MOUNTRDNN~ HIGH ~
9E61N flESURF, ;
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V BEGlN G'ONSTF
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PORTIONS OF THIS PROJECT FALLS WITHIN THE BOUNDARIES OF THE CITY OF RALEIGH AND THE TOWN OF WAKE FOREST
GRAPHIC SCALJiS DESIGN DATA PROJECT LENGTA
5 p 10
ADT 20W = 24,100 LENGTH ROADWAY TIP PROJECT R-2809A = 2.500 km
PLANS ADT 1025 = 36,500 TOTAL LENGTH OF TIP PROJECT R-2809A= 1.500 km

Note: Not to Scale
*S, U,E. = Srrkturjaco Utility E~rgi,rsering
BOUND,4RIES AND PROPERTY."
state une _....
County Une -
Township Line -
Ci1y Une --
Reservation Une -
Properly Une -
Existing Iron Pin
Property Comer
Properly Monument
Parcel/Sequence Number
Existing Fence Una -x
Proposed Woven Wire Fence
Proposed Chain Unk Fence -
Proposed Barbed Wiro Ferree
Existing Wetland Boundary ---
Proposed Wetland Boundary
Existing Endangerod Mimal Boundary
ExiaHng Endangered Plant Boundary
BIIILAINGS AND OTHER CULTTIR&
Gaa Pump Vent or lYG Tank Cap

Sign

Well
Small Mine
Foundation
Area Outline C
Cemetery
Building

School
h
C
urch
Dam -
HYDROLOGY.
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
a
"
s
s
~T,~°1[']E ~~ N~~B°°g°°]Eg C.~~8~1LINA
~9dVg5I~N ~F ~3~G~]][W.~~'~
CONVENTIONAL PLAN SHEET SYMBOLS
RrI1LR0ADS,'
-...._ Standard Gouge
_- RR Signal Milepost

- Switch ~YT
o
r~rosr ss
C7
-- RR Abandoned -- ~ - --
- . - RR Dismantled ----
0
FP
-*
0
-x-x-
--~--
e
-~-
=R----
~-
a-
0
0
s
0
N
5~
0
0
~-~
r-----~
_~~~J
-u-...
-~,-
-ez s-
~~~~~
~ -~
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m
RIGItT of wAx
Baseline Control Point
Existing Right of Way Marker ~
Existing Right of Way Una -
P
d Ri
ht
f W
U
- -
g
ropoae
ay
ne
o ~-
Proposed RipM of Way Une with
Iron Pin and Cap Mocker
Proposed Right of Way Une with
Concrote or Granite Marker
Existing Control of Access - ~--
Proposed Control of Access -..~-
Existing Easement Une - -E--
Propoaed Temporary Construction Easement - e
Proposed Temporary Drainage Easement- -TpE-
Propoaed Pernwnent Drainage Easement- -roe-
Proposed PsrmansntUtility Easement -ne-
ROADS AND RF,LAT7~D FEATZIRBS.•
Existing Edge of Pavement --
Exlsting Curb --
Proposed Slope Stakes Cut --- ~ ---
Proposed Slope Stakes Fill ---g---
Proposed Wheel Chair Ramp
Proposed Wheel Chair Ramp Curb Cut -
Curb Cut for Fufuro Wheel Chair Ramp - cv
Existing Metal Guardrail
Proposed Guardrail
E
i
ti
bl
C
id
G
il "
x
ng
s
a
e
u
ero
Proposed Cable Guideroil "
Equality Symbol
Pavement Removal
I~EGETAT7ON."
Single Tree Q
Single Shrub
Hedge ~'^~
Woods Une -~"u^~''u"~
Orchard Q Q 13 Q
~MVIf~ YMIeYOrC
EXISTING STRUCTZ/RES.~
MAJOR:
Bridge, Tunnel or Box Culvert caa
Bridge Wing Wall, Head Wall and End Wall - ~ ~~ ".
MINOR;
Head and End Wall ~~ x.
Pipe Culvert
Footbridge )-----C
Drainage Box: Catch Basin, DI or JB ~Ce
Paved Dihh Gutter -----
Storm Sewer Manhole
Storm Sewer 5
UTILIT7ES•
POWER:
Existing Power Pole ~
Proposed Power Pole b
Existing Joint Use Pole ~
Proposed Joint Uae Pole
Power Manhole p
Power Une Tower
Power Transformer 0
U~G Power Coble Hand Hole
H-Frome Pole .--.
Recorded USG Power Une
Designated U~ Power Une (S.U.E.'~ ----~----
TELEPHONE:
Existing Telephone Pole +
Proposed Telephone Pole -0-
Telephone Manhole 0
Telephone Booth ~
Telephone Pedadal ~
Telephone Csll Tower ~
USG Telephone Cable Hand Hols
Recorded WG Telephone Cable
Designated WG Telephone Cable (S.U.E.")- ----~----
Recorded USG Telephone Conduit 'r
Designated WG Telephone Conduit (S.U.E.")- - - - -"~- - - -
Recorded USG Fiber Optic Cable ~ ~^-
Deaignoted USG Fiber Optic Cable (S.U.E."`~ ----~~^---
WATER:
Wafer Manhole 0
Wafer Meter a
Wafer Valve
Wafer Hydrant ~
Recorded U~G Water Une "
Designated lVG Water Line (S.U.E."'}-- ----•----
Above Ground Water Line =~~ ^",er
N:
N Satellite Dish ~(
N Pedestal p
N Tower
Uti N Coble Hand Hole
Recorded USG N Coble ~~
Designated UK', N Cable (S.U.E.") ----~•----
Recorded USG Fiber Optic Cable -~~ ~-
Designated WG Fiber Optic Cable (S.U.E."f- ----~~~~---
GAS:
Gaa Valle 0
Gas Meter
Recorded U'G Gaa Une
Designated USG Gaa Une (S.U.E.") ----"----
Above Ground Gaa Una "" `"
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanoui p
USG Sanitary Sewer Une g
Above Ground Sanitary Sewer 1/C S"Ntory Sever
Recorded SS Forced Main Une ~r-
Deaignolad SS Forced Moin Une (S.U.E.") - ----~~-___
MISCELLANEOUS:
Utility Pole ~
Utility Pole wBh Bose p
Utility locatod 061act o
Utility Traffic Signal Box m
Utility Unknown U~G Uns -„",-
tLG Tank; Water, Gas, 011
AEG Tank; Water, Gas, Oil 0
WG Test Hole (S.U.E.") m
Abandoned Auording to UNINy Records - AATUR
End of Information E.0.1.

~ ~
`M
Tiff DREES CONPaNY
0.8.8952 PG 1358
BOM.1999 PG. 2003
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R = 2,300.000
SE = OA2
1/AES= 100 KPH
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D.8.6952 PG. 1358
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OB 4821PAGE 357 L = 00274 L =110274 COLLEEN R.SARTORE
BM 1986 PAGE 970 T = 85116 T = 85A6 08 6091 PAGE 738
R =2,300.000 R = 2,300A00 BM 1988 PAGE 970
SE = DA2 SE = OA2
Van= Kl0 KPH Van= 100 KPH

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CHARLES B.SMTH 6
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DB 4798 PACE 008 SEE SHEET 2-F FOR DRCH
BM 1986 PACE 971 DETAILS
SEE SHEET 11 FOR ~I- PROFILES
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~~
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