20061617 Ver 1_More Info Received_20070613

WITHERS ~`,~` RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
iii MacKenan Drive I Cary, North Carolina 27511
tel: g19.469.334o I fax: [phone]
www.withersraveneLcom
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WITHERS ~RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
June 12, 2007
O 06
617
NC-Division of Water Quality
Attn: Ms. Cyndi Karoly and Mr. Ian McMillan
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Re: Request for Additional information -Wendell Falls
W&R Project #: 2o5o26i.oi
DWQ Project #: o6-1617
Dear Ms. Karoly and Mr. McMillan,
ftf~ a ice" ~ 1~ °.
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We received your request for additional information on March 29`h, regarding the
proposed impacts associated with the Wendell Falls subdivision. We received an
additional letter from your office regarding the impacts necessary to construct the
interchange and Wendell Falls Parkway. I have included a brief response to each of your
requests below. I will am also including our response to the USACE's request for
additional information foryour review.
During our most recent office meeting, it was suggested that we provide details on how the
impacts were calculated for the road crossings, since we have not finalized culvert design. For
the connector roads within the subdivision, we assumed a 6o-foot right ofway, 2:1 fill slopes,
and approximately Zo-15 feet of fill on either side of the road. We understand that if additional
impacts are needed beyond what is requested in this application, we will be required to re-
apply fora new permit.
Please note that some of the impact totals and locations have changed since the initial
application due to engineering constrains and access requirements mandated by the Town of
Wendell for safety issues. The revised impacts are included on the impact tables foryour
review. The proposed impacts forthe interchange are: 1.2 acres ofwetland impact, 1,292
linear feet of perennial stream, 3.42 acres of riparian buffer impacts and o.2 acres of
mechanized clearingwithin wetlands forconstruction access. The proposed permanent
impacts forthe subdivision are: 2.04 acres of wetland impact,1,643 linearfeet of perennial
channel impact, and 4.16 acres of riparian buffer impact. The utility line impacts areas
follows: 2.39 acres of wetland impact, 625 linear feet of stream impact, and 1.57 acres of
riparian buffer impact.
Your letter asks for the following information:
i) Please re-submit plans on full plan sheets at a scale of no smaller than i"=5o'
and include topographic information.
iii MacKenan Drive i Cary, NC 27511 i tel: [phone] i fax: [phone] i www.withersravenel.com
7040 Wrightsville Avenue i Suite lol i Wilmington, NC z84o3 i tel: 9io.z56.9z77 i fax: 91o.z56.z584
loz7 Sabbath Home Rd, SW i Supply, NC z846z i tel: 91o.84z•939z i fax: 91o.84z.8o19

• Page 2
June 12, 2007
See attached. Please note that the overall impact map is at a scale of i:zoo and the
insets are at i:so. l believe these maps should be detailed enough to review the
impacts. A set of full scale construction drawings for the interchange were included
with the previous submittal and are also included in this submittal foryourreview.
2) Please submit your mitigation plan.
The applicant proposes a combination of preservation and payment to the NC EEP to
satisfy mitigation requirements. We have been working with Mr. Monte Matthews to
flesh out the details and determine the mitigation ratios /n the meantime, EEP has
agreed to accept payment for the impacts at a ratio ofz: s. A copy oftheiracceptance
letteris included with the attachments Additionally, we have received confirmation
from the NC DOT that they are willing to transfer the mitigation credits for the impacts
associated with the interchange.
Mitigation Requirements•
With the exception of Site ~ on the interchange, all of the proposed stream impacts
are to perennial channels Buffer mitigation will be required for impacts at the
following locations: Site 2, Site 3, Site ~, Rz, R~, R6, R8, R11, and Sz (zone s only).
DOT has agreed to transfer i. 09 acres of wetland mitigation, 2lf,JSJ SF of Zs
mitigation, and zzgz8 SFofZzmitigation. Please note the SFofthe buffermitigation
reported here is the actual impact amount, not the mitigation credit. The actual
mitigation transferred includes the multiplier of 3 and i.g for Zones i and 2,
respectively (see attached letterfrom DO7~.
After subtracting the mitigation provided by DOT, Mercury Development will be
required to provide the fo/lowingmitigation:
z,35~ linearfeet ofperennial stream
2. is acres of wetland
Zone 1: 119,26) (/mpact amount) and Zone r. 6~,~96 SF(impact amount)
3) Please provide a table clearly indicating all permanent and temporary impacts.
Also, please be sure to differentiate Between Zone 1 and Zone 2 buffer impacts.
We have provided afull--scale drawing and tables that clearly identify the proposed
buffer impacts and details for each crossing ofa stream or wetland. Please note that
as per your previous request, we removed the word `temporary' from our impact
tables (see item i2J. Following installation of the utility line, the streams and
wetlands will be returned to pre-construction contours and therefore, we believe will
be considered temporary impacts by the USACEand the NC DWQ.
4) Please clearly indicate all Zone i and Zone 2 buffers, and impacts to the buffers
on the site plan.

• Page 3
June 12, 2007
The full-scale drawing should make it easier to identify these features lncluded in
our previous submittal was a copy of the delineation map that will be submitted to
the USACEforfina/ approval.
5) Please clearly locate all isolated or non-isolated wetland, stream, and other
Waters of the State as overlays on the site plan at the larger scale.
See attached overall maps
6) Please submit information on proposed project imperviousness.
The proposed impervious for Sf s is 25.1 %, SF-2 is 2~.3 %, and SF-3 is 32.6%. A
detailed accounting of the impervious sun`ace is included with the Stormwater
management plans
7) Deed notifications must be placed on all lots that abut wetlands or buffers.
The executed DWQ Deed Restriction Form was included with the attachments in our
previous submittal.
8) Please provide details for the storm water BMPs as required by GC 3402.
The stormwater management plans for the initial phases (SF-i, SF2, SF3) are
included with the attachments We included the level spreader details for the
interchange with in our previous submittal. As stated in our initial application and
discussed in the pre-application meetings, the proposed impervious surface for
future phases has not been quantified. /f the impervious surface exceeds 30 %, the
applicant will provide a detailed stormwater management plan that meets the NC
OWQ requirements for sites located within a Nutrient Sensitive Watershed.
Specifically, the applicant will utilize constructed wetlands in order to protect
downstream waterquality. The stormwaterp/ans forthe future phases have notbeen
finalized, however,- based on the drainage area, adequate space has been reserved
for future BMP locations (see attached drainage map and calculations). We are
requesting that the NC DWQ issue the poi- approval with a condition that work will
not begin on future phases until the stormwater management plans for these phases
have been reviewed and approved by the NC DWQ.
9) The applicant is advised that constructed wetlands will be required forthis project
as the stormwater BMP.
It is our understanding that constructed wetlands and/or bio-retention are only
required if the proposed impervious is greater than 30 %. /f the impervious surface
exceeds jo%, the applicant will provide adetailed stormwatermanagementp/an that
meets the NC DWQ requirements for sites located within a Nutrient Sensitive
Watershed. Specifically, the applicant will utilize constructed wetlands in order to
protect downstream water quality. The stormwater plans for the future phases have
not been Fnalized, however,- based on the drainage area, adequate space has been
reserved forfuture BMPlocations (see attached drainage map and calculations).

• Page 4 June 12, 2007
Zo) Please provide a proposed lot layout with building envelopes.
We have provided typicals depicting the building envelopes foreach style ofhome to
be constructed based on the corresponding lot size for phase /. The Town of Wendell
must approve the proposed the lot layouts, we will forward approved layouts to your
o>fce ifthey differfrom the original submittal.
si) Please quantify intermittent and perennial stream impacts, and provide
documentation from a DWQ representative that the stream id determined to be
intermittent or perennial.
As stated in our previous submittal, with the exception of Site ~ for the interchange,
all of the proposed permanent stream impacts are to perennial streams and are
accounted for in our mitigation request. We have provided an e-mail from DOT
stating that mitigation was not required at Site ~ because the stream is intermittent.
The utility line installation may impact both intermittent and perennial streams,
however; because mitigation is not required for temporary impacts we did not make
this distinction in ourapplication.
i2) Please specify the linear footage of sewer line and water line impacts in the
buffers. Also be aware sewer and water line impacts are not temporary as stated
in your impact table. Please revise your table to reflect these changes.
As stated in the impact table, and our previous submittal, the proposed sewer line
will impact approximately 637 linear feet of riparian bufJ`er and the water line will
impact3l linearfeet. The tables have been revised to read `Utility Line Impacts, as
peryourrequest.
13) Please provide a signed and sealed geotechnical report for the proposed
bottomless culverts, as perthe NCDOTguidelines.
Due to design constraints, we are no longer pursuing an arch culvert in this location.
The applicant will utilize a normal culvert in order to cross the creek.
i4) Please address the following:
a) R-1-This office recommends shifting the proposed crossing to the southwest
in order to avoid some stream impact. The current crossing is not at the best
perpendicular location.
Asper your request, we have shifted the stream crossing to the south to minimize
the proposed impacts. The revised impact maps are included with the
attachments.
b) R-3 -Three proposed lots near R-3 appear un-buildable without further
impacts. Please address this situation.
We have removed these lots from our/ayout.

• Page 5 June 12, 2007
c) R-7 - Is this a proposed culvert crossing or fill?
A cu/vent will be installed in this location in orderto provide properdrainage.
d) R-ii -This office recommends shifting the proposed road to reduce buffer and
stream impacts.
The alignment has been shifted to reduce impacts in this location.
e) Si/G2 -Please address why this proposed crossing is not perpendicular.
A non perpendicular crossing was required due to design constraints of the
sanitary sewer outfall. A perpendicular crossing would have required that the
sewer outfall have additional manholes installed and could potentially have been
excessively deeperthan it is now.
fl R8A -your proposed project design includes a stub road after crossing an
unnamed tributary of Mark creek. You have not provided details related to the
development planned on the other side of the stream, or a potential connecting
road to be tied to your proposed road. Please revise your site plan to either
eliminate this stub road altogether, or re-design it so that it ends as a cul-de-sac
with the surrounding properties, including the area adjacent to the stream,
incorporated into the lots. If this stub has been required by the local municipality,
please note that a full alternatives analysis must be provided to justify the future
crossing currently being established at this location. If this crossing would be
required within or between developments for safety purposes, please provide
documentation from the local municipality or emergency services to support this
claim.
This impact is necessary to access the land across the stream. The property is
land locked by the Norfolk /Southern Railroad to the north, U.S. Hwy. 6t~ Bypass
to the west and streams to the south and east of the properly. A preliminary
layout sketch has been included with this submittal to help illustrate the need for
the crossing
15) As previously requested, further information is need forthe justification of
impacts at the areas R4 and R9. In the City of Wendell letter, they reference R8, R3,
R4, and R2 as the necessary impacts for interconnectivity. However, R9 and R4 were
not mentioned as necessary impacts for interconnectivity. Please revise your plans
eliminating impacts R4 and R9.
As stated in yourcomment, R~ was included in the /etterfrom the Town of Wendell as
being necessary for interconnectivity. As stated in our most recent submittal, Rg has
been removed as an impact.
The proposed impacts are needed to provide interconnectivity, are a requirement by
the Town of Wendell (see attached letter from the Town, and are needed to provide

• Page 7
June 12, 2007
1) As previously indicated in our March 27, Zoo? correspondence, we require a
complete set of roadway design plans to adequately review you application.
A complete set of roadway plans was included in our most recent submittal; we have
included an additional set ofplans with this response foryourreview.
2) Please provide a set of DOT as-built plans for the section of US 64 where the
proposed interchange is located.
A set ofas-built plans is included with the attachments.
3) In reviewing the plans, it is not clear if the cut-fill slopes presented in your
application correspond to the plans presented in the DOT application for the US
64 bypass project.
We have included the as-bunts for the proposed roadway and the revised impacts
showing the cut fill slopes which correspond to the DOTplans
4) In reviewing your application it is not clear how your impacts were calculated.
Please provide drawings that show impacts to all jurisdictional waters and
protected riparian buffers.
Revised impact maps are included with the attachments
5) In reviewing your application it is not clear how impacts for the project were
calculated. Specifically, since no hatched (or other method) of displaying
impacts was shown for the buffers, it is not possible to determine how the impact
calculation was done.
Revised impact maps are included with the attachments.
6) Please indicate in your application if sufficient right-of way exists for construction
of the interchange. Review of the DOT application indicates there might not be
sufficient right-of way, especially in the Northwest comer of the interchange.
The parcels in the northwest comer are under contract to be purchased by Mercury
Development. We can provide the due diligence paperworkatyourrequest.
7) In reviewing your table of impacts, there appear to be redundant tables. Please
explain the apparent discrepancy.
The original submittal expressed the impacts in meters and in feet (hence two tables
were needed), we have removed one ofthe tables (metric) so there is no confusion.
8) After reviewing the application, it is unclear what the proposed typical roadway
section for Wendell Falls Parkway is supposed to be.......While DWQ understands

• Page 8
June 12, 2007
the need for a thoroughfare road in this area, and could potentially support a
wider roadway typical if its purpose is to provide that function (i.e. a
thoroughfare), the supporting traffic modeling is needed to approve the larger
impacts that the road will require. In addition, a preliminary of the roadway's
ultimate terminus will also be required for us to assess potential secondary and
cumulative impacts.
lncluded be/ow is a statement from our traffic engineer that addresses the need
fora ~-lane divided median that will allow forfuture widening `to the middle : We
ha ve also included a map that depicts the proposed alignment for the Southern
Wendell Bypass as well as the potentia/wetland/stream impacts (based on G/S
data).
During the analysis of the Wendel/falls site, several transportation models were
developed. Ofthese models, one scenario was created specifically for
determining traffic volumes in the yearzo3o without the construction of the
"Southern Wendell Bypass"from Poole Road eastward towards NCz3i.
According to the model, traffic volumes along Wendell Falls Parkway would
exceed z~, o0o vpd. This volume can be handled with afour--lane cross-section;
however, the ADT ofa road will not entirely dictate the ultimate cross-section.
Also, the mode/ does not take into consideration internal site traffic volumes and
the impact that congested intersections wil/have on the need for through volume
capacity.
The Wendell Falls site is expected to generate approximatelyso, o0o trips per day
and these trips will be carried throughout the site via collector roads off the
Parkway. These collector roads create intersections with high turning volumes
which lead to an increase in delay and queuing This alone could result in the
need foradditional through lanes on the Parkway. Additionally, traffic volumes
from possible future school sites in the direct vicinity of the Wendell Falls site are
not explicitly taken into consideration in the model and AM operations cou/d
sufferfrom increased traffic due to school trips.
Even with Wendell Falls Parkway terminating at Man`in Pond Road, the Parkway
will be designated as a major thoroughfare. By definition, major thoroughfares
have the main responsibility ofprovidingadequate through volume capacity.
Consideration should be given to the likelihood of congestion along the Parkway
due to the anticipated high turning volumes at the major col%ctor roads and the
necessary mitigation to prevent excessive delays for through traffic. Proper
mitigation would include providing additional through lanes. Typically this is
expensive and difficult to design for, since widening will intrude onto existing
parcels. By providing adequate median widths now to allow for construction into
the median, this improvement is easierand much more affordable; therefore
making improvements along the Parkway feasible.
Site Specific Comments

• Page 9
June 12, 2007
Site 1- In reviewing your application it appears that the bridge located on site i
may be shorter than the one proposed in the DOT application for the US 64
Bypass. Please provide documentation that either indicates that the bridge is of
equal length, or explains the rationale for a shorter bridge.
The bridge overMark's Cieek is actually longer than the DOT design. Due to
unsuitable soils, we are not able to use i.s: i slopes in that area for the end
bents. The geotech report stated that the soil material wou/d only al/ow a z: i
slope, whereas, the original design called fora i.s: i slope in that area.
Culvert C4 appears to convey stormwater from the interchange gore area to the
outside of the fill slope. Please modify your design to correct this problem.
We have modified ourdesign to provide diffuse flowinto the buffers usinga level
spreader.
Site 3 -This crossing appears to include an arch culvert, or similar spanning
structure. Please provide the geologic data to support use of this structure.
In orderto prevent downstream sediment transport, we have revised ourdesign
at this location and will utilize a normal culvert for this crossing Although a
bridge would minimize impacts, the NC DOT is not willing to accept the
maintenance fora bridge.
Site 4 - It is not clear if the entire stormwater collection system is shown on the
drawings. Please indicate if the entire system is shown.
The entire drainage system is shown on the full-scale construction drawings.
The proposed stormwater discharges (Lio and L14) into the interchange gore area
do not provide for diffuse flow at non-erosive velocities. Please add appropriate
flow spreader devices to the discharge locations.......
We have revised ourconstruction drawings and will provide diffuse flowinto the
buffers using level spreaders orpre-formed scourho/es.
Culvert C2 appears to pick up and discharge untreated stormwater to the stream.
We have re-designed the cu/vertso that the stormwateris discharged though a
level spreaderoutside ofthe riparian buffer.
On sheet 2 of 2 the drawings do not indicate ifthe proposed stormwater
discharge (a 90o CSP) was previously approved with the DOT project.

• Page 10
June 12, 2007
The9oo mm pipe is from the previous DOTproject and is existing as denoted by the
dashed lines.
Site 5 -Does the proposed design incorporate changes to the already approved
and constructed DOT project? If so, please detail what they are.
The proposed design does not include changes to the already approved and
constructed DOTproject. This sight was part ofthe original permitsubmittal. We
thought it prudent to keep it in the permit application even though we revised our
design to remove the impacts There is the possibility ofa small, very small, area of
mechanized Bearing (8.68 S~ in the wetland area at the bottom ofthe site plan.
Site 6 -For sheet 1 of 2, does the proposed design incorporate changes to the
already approved and constructed DOT project. If so, please detail what they are.
The changes include extending the slope stake line at the top ofthe permit drawing:
The appropriate impacts are included in the tabulations.
For sheet 2 of 2, this site clearly has additional impacts beyond what was
approved for the DOT project. While the design appears to be acceptable, the
drawings do not indicate where the new impacts to wetlands, streams, and
buffers occur relative to the already constructed DOT project. Please provide
updated drawings that show this information.
The slope stake for the DOT job is delineated on the drawings, which can be seen
above and below the left most72"RCP. There are some bufferimpacts and
mechanized clearing in these areas which are accounted for in the permit
application.
Please feel free to call if you have questions or require additional information.
Sincerely,
WITHERS & RAVENEL, INC.

Todd Preuninger
Director of Wetlands and Biological Sciences
Attachments:
1) Signed 0 and M agreement
2) DWQ Stormwater worksheets and design details for phases SFl, SF-2 and SF-3
3) Overall Map at 1:200
4) Revised Impact Maps and Tables
5) Mitigation Transfer Agreement from NCDOT
6) EEP Acceptance Letter

• Page 11
7) Typicals for Lot Layouts
8) Drainage/BMP maps for future BMP design
9) Interconnectivity Letter from the Town of Wendell
June 12, 2007
Cc: Mr. Monte Mathews - USACE

WITHERS ~ RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
June 11, 2007
:~ ~. ~..
US Army Corps of Engineers ~ --+ .~• ~-~ i.~ ~,~
Attn: Mr. Monte Matthews ` ~I F`~1
6508 Falls of Neuse Road, Suite i2o ~N ~ ~ 1Qp7
Raleigh, North Carolina 27615 oeNr~ avgr~~ Q~~~~71
vua~~ quo sr~ft~t+~a~~~ c;~
Re: Wendell Falls -Request for additional information
W&R Project Number- 2050261.oi
USACE AID#: 200620100
DWQ Project #: 06-1617
Dear Mr. Matthews,
We received your request for additional information on May 9th, 2007, regarding the
proposed impacts associated with the Wendell Falls subdivision and the comments from
the NCWRC. As you are aware, due to engineering constraints and the size of this project,
additional impacts, above and beyond what were included in the original public notice,
are necessary to complete this project. Additional impacts were also necessary in order
to meet the access requirements mandated by the Town of Wendell for public safety and
interconnectivity. The revised impacts are included on the impact tables foryour review.
The proposed impacts forthe interchange are:1.2 acres of wetland impact,1,292 linear
feet of perennial stream, 3.42 acres of riparian buffer impacts and o.2 acres of
mechanized clearing within wetlands for construction access. The proposed permanent
impacts for the subdivision are: 2.04 acres of wetland impact,1,643 linear feet of
perennial channel impact, and 4.16 acres of riparian buffer impact. The utility line
impacts are as follows: 2.39 acres of wetland impact, 625 linear feet of stream impact,
and 1.57 acres of riparian buffer impact.
I have included a brief response to each ofyour requests and the Commission's requests
below.
Your letter also asks for the following information:
i) Maps included with your recent letter indicate that Wendell Falls Parkway is
actually a portion of the South Wendell Bypass. As discussed with you during a
meeting on April Zi, 2007, proper justification is required for the size and logical
termini of the road. The maps referenced above use traffic numbers for sections
of this bypass not yet proposed for development. Since the purpose and need for
this section of road relies on the Wendell Falls development, proper road sizing
limits and logical termini can only be conducted utilizing the expected traffic
amounts. Please eliminate all traffic data stemming from the non-existent bypass
and size the roadway property utilizing this data.
We have eliminated the traffic data from the bypass in ourtraffic models.
iii MacKenan Drive i Cary, NC z75ii i tel: [phone] i fax: [phone] i www.withersravenel.com
7040 Wrightsville Avenue i Suite 101 ~ Wilmington, NC z84o3 i tel: 9io.z56.9z77 i fax: 91o.z56.z584
1oz7 Sabbath Home Rd, SW i Supply, NC z846z i tel: g1o.84z•939z i fax: 91o.84z.8o19

• Page 2
June 11, 2007
Included below is a statement from our traffic engineer that addresses the
need fora ~-lane divided median that willallowforfuture widening `to the
middle : We ha ve also included a map that depicts the proposed alignment
for the Southern Wendel/Bypass as well as the potential wetland/stream
impacts (based on G/S data).
During the analysis of the Wendell Falls site, several transportation models
were developed. Of these models, one scenario was created specifically for
determining traffic volumes in the yearzo3o without the construction ofthe
"Southern Wendell Bypass"from Poole Road eastward towards NC231.
According to the model, traffic volumes along Wendell Falls Parkway would
exceed z~, o0o vpd. This volume can be handled with afour--lane cross-
section; however, the ADTofa road will not entirely dictate the ultimate cross-
section. Also, the model does not take into consideration internal site traffic
volumes and the impact that congested intersections will have on the need
for through volume capacity.
The Wendell Falls site is expected to generate approximatelygo, o0o trips per
day and these trips will be carried throughout the site via col%ctor roads off
the Parkway. These collectorroads create intersections with high turning
volumes which lead to an increase in delay and queuing This alone could
resu/tin the need foradditiona/ through lanes on the Parkway. Additionally,
traffic volumes from possible future school sites in the direct vicinity of the
Wendell Falls site are not explicitly taken into consideration in the model and
AM operations could sufferfrom increased traffic due to school trips.
Even with Wendell Falls Parkway terminating at Martin Pond Road, the
Parkway will be designated as a major thoroughfare. By definition, major
thoroughfares have the main responsibility ofprovidingadequate through
volume capacity. Consideration should be given to the likelihood of
congestion along the Parkway due to the anticipated high turning volumes at
the major collector roads and the necessary mitigation to prevent excessive
delays forthrough traffic. Propermitigation would include providing
additional through lanes. Typically this is expensive and difficult to design
For, since widening will intrude onto existing parcels. By providing adequate
median widths now to allow for construction into the median, this
improvement is easierand much more affordable; therefore making
improvements along the Parkway feasible.
The proposed alignment of Wendell Falls Parkway is different from the original
alignment as indicated by CAMPO. Early information indicated that this original
alignment had impacts in excess of the current alignment. Please submit the
impacts associated with the original alignment for justification of your preferred
roadway location.

• Page 3
June 11, 2007
We have included a map comparing the original alignment and the current
alignment. Based on the G/S data, the current alignment reduces the number of
stream impacts needed to construct the roadway.
In addition, permitting Wendell Falls Parkway as a portion of the Southem
Wendell Bypass dictates the overall alignment of future sections of this roadway.
In order to properly assess the secondary and cumulative impacts associated
with the possible permitting of this alignment, please conduct a secondary and
cumulative impacts effects study on aquatic resources for the next section of the
South Wendell Bypass. Computerized Geographical Information (GIS) programs,
soil maps, NWI maps and other existing data can be used forthis study. Limits on
the study area are to be between Poole Road and NC 231.
We have included an impact summary map for the original fAMPO alignment and
the modified alignment as well as the USGS map and the local soil survey maps.
As depicted in the impact tables, the original alignment would have had impacts
greaterthan the currentalignment.
2) During the early site selection process you indicated that this site was chosen
because of the availability of major transportation arteries provided by US 64 and
I-54o. The viable use of I-54o as justification is questionable because it was not
in existence at the market entry of this proposal. Please examine any other site
where possible transportation existed near I-54o at market entry as a potential
project site.
There were no other large assemblages near lS,~o that would support a large
mixture of residential, commercial, or public (: e. schools) deve/opment without
additional impacts to stream and/or wetlands.
3) A letter from Mr. Chris Hills, Planner for the Town of Wendell, was included as
justification for selected roadway crossings within the subdivision. Mr. Hill stated
that the crossings were required by the Town for interconnectivity and traffic flow.
Please provide the referenced interconnectivity requirements forour information.
We have included a letter from the Planning Director for the Town of Wendel/that
references the interconnectivity requirements. The letter also outlines the need
for these crossings in order to provide a shorter response time for emergency
vehicles.
4) Impacts labeled R8A, R8, and S15 need additional justification for purpose/need
by showing all lots serviced by these impacts. Without justification, this portion
of the project does not meet the avoidance and minimization requirements found
within the 404 permitting process.
This impact is necessary to access the land across the stream. The property is
land locked by the Norfolk /Southem Railroad to the north, U.S. Hwy. 6~ Bypass
to the west and streams to the south and east of the property. A preliminary
layout sketch is included with this submittal to help illustrate the need for the

• Page 4
June 11, 2007
crossing /n addition, the impacts are necessary for public safety (see note
below).
5) Impact Rig does not appear to be necessary and serves no propose/need doe to
the presence of another roadway that services this area. Please provide
justification for this impact. Without justification, this portion of the project does
not meet the avoidance and minimization requirements found within the 404
permitting process.
Impacts R12 and Ri3 are needed to provide secondary access points for
emergency vehicles Section Dio7 ofthe zoo6 /nternational Fire Code requires
that at least two separate ingress/egress to a subdivision when 30 or more
single family residences are to be constructed. The proposed subdivision in
this area indicates that at least 53 residences are proposed which requires
that a minimum of two points of ingress/egress be pro vided. Our only ability
to provide these two points of access is via R2 and R3. The property to the
north and east are not under our control, thus a connection street to the
adjacent properties is not possible. Therefore, the two proposed crossings
are necessary for health and safety purposes to provide police and die
depan`ment access to the development in the event one of the access points
has become blocked.
6) Please confirm that another sewer line is not needed in the area around impacts
Sii and S12.
Impact Siz has been eliminated. No additional sewer impacts are needed in the
vicinity of Sii, the sewer line will be p/aced beneath the roadway in order to
minimize impacts
7) Please provide a proposed layout for the future school sites. Potential aquatic
impacts associated with the schools should be included in a secondary and
cumulative impacts study.
We have revised our maps to include the future school site. No additional
impacts are needed to construct the schoo%
8) A compensatory mitigation plan must be completed. It is possible that payment
to the EEP may not satisfy the mitigation requirements for this proposal. Possible
on-site preservation/restoration should be explored to offset a potion of the
required mitigation forthis project.
The applicant proposes preserving the remaining wetlands and stream channels
in perpetuity though a Declaration ofRestrictions The declaration ofrestiictions
will be provided to the USACE within 1~ days ofthe plat recordation.

• Page 5
June 11, 2007
We also received comments from the North Carolina Wildlife Resource Commission
(NCWRC). I have included a response to their requests below:
The NCWRC had the following comments:
1) The applicant indicates curb and gutter will be used on the inside of the loop-
ramps, but not on the acceleration ramp. Stormwater collected on the low site of
the loop-ramps would be discharged to level spreaders before being released to
the receiving stream. We recommend the level spreaders be set back a sufficient
distance to allow for overland flow of Stormwater before discharging to the
stream. In reviewing the Plan View Site 4 (sheet 10/20), it appears a stream flow
through loop B. Although it appears the stream channel will not be culverted
through the loop or gore area, it is unclear whether the riparian area will be
maintained as a grass buffer. If maintained as a grass buffer, most of the stream
function will be lost or severely impacted and we would consider this a stream
impact that should require mitigation.
The applicant will discharge Stormwater via level spreaders orpre-formed scour
ho/es in order to provide diffuse flow through the riparian buffers The discharge
locations wil/ be located outside of the So-foot buffer. The riparian buffers
adjacent to the stream in loop B will not be disturbed.
2) Directional bore is proposed for the installation of utility lines at S3, FMi, but it is
unclear why directional bore cannot be used at other stream crossings. Use of
directional bore for installation of utility lines would avoid impacts to several
perennial stream channels. Please note the information indicates that impacts
Si3 has been removed, but the impact is still shown on the overall Stream Impact
Map. Abridge will be constructed for a greenway trail crossing at G3. The
applicant indicates bridging is not feasible for the remainder of the greenway's
stream and wetland crossings due to the cost; culverts will be used. Some lots
appear to have riparian buffers platted into the lots, particularly at R3 and
upstream of R3. It is unclear whether additional impacts to these riparian buffers
will result when these lots are developed.
Due to the presence ofrock, we are notab/e to utilize directional drillingatimpact
S3. Based on the Geotechnical report, we do not believe that the directional drill
will be feasib/e at the other crossings either. In our previous submittal we
indicated that impact Si3 had been removed. This was a typographical error.
However, /mpacts Siz and Sly have been eliminated.
In order to minimize impacts associated with the construction of the greenway
trail, the applicant will utilize bridges/boardwalks for the crossings located within
the `Park: We have eliminated five of the proposed stream impacts (GZ-G6)
though the use of boardwalk, reducing the impact by 32 linear feet. We are
proposing culverts forthe remaininggreenway trails.
We have eliminated the lots located nearcrossingR3.

• Page 6
June 11, 2007
The Wildlife Resource Commission had the following recommendations (summarized
below):
1) We recommend the establishment of a minimum of a loo-foot forested buffer
along each side of perennial streams and a 5o-foot forested buffer along each
side of intermittent streams.
/n order to protect downstream water quality the applicant will maintain a So-foot
riparian bufferalongall intermittentandperennral streams Moreover, no lots will
be platted into the buffers. In addition to the riparian buffers, the applicant will
employ level spreaders and/orstormwaterBMP's (e.~: constructed wetlands, bio-
retention) to treat stormwater before it leaves the site. Moreover, requiring soo-
foot riparian buffers would pose an economic hardship to the applicant because
ofthe loss oflots and buildab/e land.
2) We recommend that sewer lines, water lines, and other utility infrastructure be
kept out of the riparian buffer areas. All utility line crossings should be kept to a
minimum, which includes careful routing design and the combination of utility
crossings into the same right-of--way. The directional bore stream crossing
method should be used for sewer crossings wherever practicable ................
Whenever possible the sewer line has been routed outside ofthe So-foot riparian
buffer. In order to minimize impacts, the sewer /ine has been co-located with
either the greenway trail or road right ways Due to numerous rock outcrops,
directional drill was not feasib/e for the sewer line installation.
3) Avoid the removal of large tress at the edges of construction comdors. Re-seed
disturbed areas with seed mixtures that are beneficial to wildlife.
Large trees will be preserved whenever practicable and the wetland areas will be re-
seeded with a wetland seed mix to promote wildlife use.
4) Use bridges for all permanent road crossings of stream and associated wetlands
to eliminate the need for fill and culvert, where practicable. If culverts must be
used, the culvert should be designed to allow passage of aquatic
organisms..........
Bridges will be used for the interchange to minimize the impacts. Tore duce impacts
at the other road crossings, the fill slope will be steepened from a 3: i slope to a z: s
slope. As per NC-DWQ guidelines, all culverts will be buried Zo % of the diameter of
the pipe or i foot below the invert ofthe stream bed to allow foraquatic life passage.
5) To adequately protect streams, it is suggested that impervious surface is limited
to less than io%.
A/though the impervious sun`ace will exceed so%, the applicant will maintain So-foot
riparian buffers along the stream channels and will provide stormwater treatment
(level spreaders or constructed wetlands/bio-retention), as per the NC-DWQ

• Page 7
June 11, 2007
guidelines. Additionally, future phases ofthis project will also be required to comply
with the Phase l/stormwaterru/es that become effective in/uly, zoo?
6) We recommend that landscaping consist of non-invasive species and Low Impact
Development technology.
Whenever possible the applicant will utilize native plant species in the landscape
design.
7) For greenway trails, porous pavement materials are prefen'ed over asphalt. Also,
maximize sheet flow of stormwater runoff and prevent direct discharge into
streams.
Asper the Neuse Riparian Buffer Guidelines, all stormwater will be directed as diffuse
flow into the buffers and the cu/ven`s will be buried below the invert ofthe stream bed
to allow foraquatic life passage.
8) Specialized efforts and techniques should be implemented to reduce sediment
runoff from construction activities.
Temporary sediment basins, silt fences, and diversion ditches will be installed prior
to construction to prevent sediment from entering the stream channels and wetlands
The applicant will comply with the Sediment and Erosion Control plans, as approved
by Wake CountySedimentandFrosion ControlOlfice.
As part of the public notice, we also received additional comments from the NC-WRC
regarding the overall increase in stream and wetland impacts. These concerns are
summarized and addressed below:
1) Fgure 2 of 15, included with the modified permit application shows three
additional impacts (R13, S3, and G3) when compared to the overall stream impact
map that was included with the applicant's additional information package (6
February Zoo7).
As per the Town of Wendel% impact Ri3 is required to provide a secondary access
point for emergency vehicles, should one entrance become impassable.
Due to the presence of rock outcrops, directional drill is not feasible for impact
S3. The greenway trail will be bridged at G3, however, there will be impacts to the
riparian bufferthat require approval from the NC DWQ.
2) According to the additional information package, directional bore was proposed
for the installation of utility lines at S3 and a bridge was proposed for the
greenway crossing at G3. So unless these are no longer proposed, there should
be no wetland or stream impacts at sites S3 and G3.
As stated above, due to rock, we are unable to utilize direction boring at impact
S3. The greenway trail will be bridged so that there are no permanent impacts to
streams orwet/ands at this location.

• Page 8
June 11, 2007
3) It remains unclear whether directional bore could be used at other utility line
crossings to avoid wetland and stream impacts.
The site contains a large number of rock outcrops; therefore, we do not believe
that directional bore is feasib/e for the utility line installation.
4) R13 appears to be a new road crossing, but the need for road crossing is unclear.
It appears that the development area west of the stream is accessible by a major
road. The development area east of this stream and north of another stream is
accessible by Rig.
Section Dio7 of the 2006 lnternationa/ fire Code requires that at least two
separate ingress/egress to a subdivision when 30 or more single family
residences are to be constructed. Therefore, the two proposed crossings are
necessary for health and safety purposes to provide police and fire
department access to the development in the event one of the access points
has become blocked.
5) It appears that a single road crossing at S15 would allow access to the proposed
development area north of the stream and the stream crossings R8 and R8A
could be eliminated.
As stated above, these impacts are necessary to access the land across the
stream. The property is land locked by the /Norfolk /Southern Railroad to the
north, U.S. Hwy. 6~ Bypass to the west and streams to the south and east ofthe
property. A preliminary layout sketch is included with this submittal to he/p
illustrate the need forthe crossing
6) The need for both stream crossings at R2 and R3 is unclear.
As previously mentioned, these crossings are a requirement by the Town of
Wendell to provide interconnectivity and allow secondary access points for
emergency vehicles We have included a statements form ourroadway engineer
and a letter from the Town of Wendell that speaks to the purpose and need for
these crossings
7) According to the additional information package, S13 has been removed.
However, this impact stilt appears.
In our previous submittal we indicated that impact 513 had been removed. This
was a typographical error. However, /mpacts Siz and S1~ have been eliminated.

• Page 9
Mitigation Requirements:
June 12, 2007
With the exception ofSite ~ on the interchange, al! of the proposed stream impacts are to
perennial channels. Buffer mitigation will be required for impacts at the following
locations: Site 2, Site3, Site y, R2, R~, R6, R8, Rss, and 52 (zone s only). DOThas agreed
to transfer 1.09 acres of wetland mitigation, 2,757 SFofZs mitigation, and 22,928 SFof
Z2mitigation. Please note the SF of the buffer mitigation reported here is the actual
impact amount, not the mitigation credit. The actual mitigation transferred includes the
multiplierof3 and 1.5 forZones s and 2, respectively (see attached letterfrom DO1).
Aftersubtracting the mitigation provided by DOT, Mercury Development will be required
to provide the followingmitigation:
2,35 linearfeet ofperennial stream
2. ss acres of wetland
Zones: ss9,267 (lmpact amount) and Zone 2: 6~,~y6 SF(impactamount)
We trust this information will allow you to complete your review of this project. Please
feel free to call if you have questions or require additional information.
Sincerely,
WITHERS & RAVENEL, INC.
~~
Todd Preuninger
Director of Wetlands and Biological Sciences
Attachments:
s) Campo Summary Maps
2) Interconnectivity letter from the Town of Wendell
3) Mitigation Transfer Agreement from the NCDOT
4) USGS and Soil Survey Maps
5) EEP acceptance letter
6) Revised Impact Maps and Tables
Cc: Ms. Cyndi Karoly- NC-DWQ

Page 1 of 1
Todd Preuninger
Subject: FW: FW: Wendell Falls: NCDOT Letter for Mitigation Credits Transfer
20061617
From: Phil Harris [mailto:[e-mail]]
Sent: Tuesday, June 12, 2007 8:22 AM
To: Sandy M. Nance
Cc: Hatfield, Dean; Greg Thorpe; Elizabeth Lee Lusk; Rachelle Beauregard
Subject: Re: FW: Wendell Falls: NCDOT Letter for Mitigation Credits Transfer
Dean:
In response to your inquiry about stream mitigation, I got with NEU staff this morning and reviewed our
files. As part of this section of the project, NCDOT did impact 160 meters of stream that was
intermittent. However, because this impact was to an intermittent stream, no mitigation was required
per the permit.
Thanks
6/12/2007

r=
April 4, 2007
Greg Ferguson
Mercury Development, LLC
c% Todd Preuninger- Withers and Ravenel
1 I 1 Mackenan Drive
Cary, NC 27511
~ ~ ~ ~ 7
Project: Wendell Falls
County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to cantact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 PermiU401 Certification/CAMA pernrit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an inve~ce
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
foIlowinQ table.
Neuse
03020201 Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.} Buffer II
(Sq. Ft.)
Cold Cool Warm Ri avian Non-Ri avian Coastal Marsh
Impacts 0 0 2,750 3.23 0 0 135,361 77,602
Credits 0 0 5,550 6.45 0 0 406,893 116,403
Upon receipt of payment, EEP will take responsibility far providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicaniwants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation wilt be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at (919} 7i6-1921.
Sincere}y, !/~
Wiltiam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USAGE-Raleigh
Ian McMillan, DWQ-Raleigh
Todd Preuninger, agent
File
R;estort;~t~... ~ ... Pro Dur Std ~E~
~~c~~
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1 652 / 91 9-71 5-0476 / www.nceep.nei

20061617
~.
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STATE: oN NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
1591 MAlI. SGRVIC6 CEN713R, RALtiICkI, NC 27699-t>91
TO: Dean Hatfield
Louis Berger Group
Phone: [phone]
Fax:
RETURNING SUBMITTAL NO.: NA
FOR: R-2547C As Built plans
Cnesign-Build Submittat Response
DATE: 4!19!07
TIP NO.: R-2547C
COUNTY: Wake
FROM: Virginia Mabry ~~
Alternative Delivery Unit
[phone]
cc: File
DATED: NA RECEIVED ON: NA
RESPONSE:
^REVIEWED, NO COMMENTS
QCOMMENTS AS NOTED BELOW
[]REVISE AND RESUBMIT
OTHER
COMMENTS:
Dean,
Per your email request, attached are the as built plan sheets from -L- eta 130+QO to -L- sla 144+00.
I have also attached additonal sheets where the future Interchange was shown.
Regards
Virginia
DISCLAIMER:
ay reviewtng plans and submittals, the North Carolina Deparhment of Transportation in no way relieves the Design-Build
Team of possible claims resulting from errors or omissions. The reviews and comments by tits Department are cursory in
nature anc( do not involve in-depth design review.

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STA.14+00 -Y15M TO STA. 11+40 -Y15r

05/22/2007 14:36 9193655603 TOWN OF iAENUELL PAGE 02
TIMOTHY A. HINNAN7 MAYOR
TIMOTHY C. BURN&$, TOWN MANApER
JAMES P. CAULEV, WI, TOWN ATTORNEY

i~
May 22, 2007 SmaJJ Torun Charm - CapltaJ C(ty Connectton
Mr. Iv1oMe Matthews
U.S. Array Corps o#'1?ngineers
Raleigh Regulatory Field Qffice
6508 Falls of the Neese Road
Suits 120
Raleigh, North Carolina 2761 S
Re: Wendell Fails Action ID SAW-2005-20100-292
Dear Mr. Matthews:
WILLMM 1. CONMOLLY
CAROL R, HINNAriT
TERgY HODGtEB
C.B. SCARBORp, ,pq,
RONALD W,111CMP$QN
2 0 0 6 1 6 1 ~'
The Town of Wendell approved the Wendell Falls PUD on October 4, 2006, in accordance with
the Town of Wendell, Wake County, State and Federal regulations. The Town of Wendell issued
a letter in January 2007 stating that the position o#`the Town, is that impacts R-$, R-3, R-4, and R-
2 are necessary due to traffic flow and interconneetivity.
lt>terconnectivity is addressed in the Town of Wendell Subdivision Ordinance, Chapter
ISS,Section 155.21 3) , Conr,~tion to ,~ 'Dining Protiert~, which states "proposed streets shall
be extended to the boundary of the subdivision far connection to existing streets on the boundary
of adjoining property or far future connection. Unless the Board of Commissioners detertnine
otherwise on a case by case basis, it is the intent of these regulations that subdivisions adjoining
an existing "gridixon" street pattern shall provide far the extension of that pattern. Cul-de-sacs
shall not be used to avoid corttleetion with an existing street, Lo avoid floe extension of a
thoroughfare or collector street, or to avoid connection to adjoining property, In general, cul-de-
sacs shall not be used to provide access to d.eveloprnent on the boundary of the development."
Furthermore, the intorconnectivity is of a paramouztt safety concern. The purpose of these street
crossings is to provide the shortest response times for life and fire safety. Reducing the response
time not only allows for reduced insurance rates 1'or the residents, these connections will allow the
#"uro department, rescue squads, and police to respond to the incidents in a shorter tizue period,
thus providing emergency care quicker and the reduction loss of property and especially the loss
of life. Therefore, the Town of Wendell respectively requested that tktese street crossings be
allowed to remain in the proposed subdivision.
Thank you for your time sad consideration in this matter
4448 in you have rther questions or comments.
e~ely, '
rn , ,
Fla ing Director, Town of Wendell
Tt~WN OF WENDELL
WENCELL, NORTH CAROLINA
Please feel free to contact me at 365-
15 E. FpURTti STREET • P.O. BOX 828 • WENbELL, NC 27591
TELEPHQNE: (919} 3654444 • FACSIMILE: (919} 365-9367 • WEBPAGE: WWW.TQWNQI-IN~NDELL.COM

NORTH CARD~INA

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SHEET 1 OF 22 06/ 01 / 07

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SHEET 8 OF 22

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~ ~ .
c - - APPLICATION SLOPE STAKE
~ ~ / / o RIP RAP - - - ' R2437C SLOPE STAKE
_- - ~ ~ ® BUFFER ZONE IIMPACT
>
(O
O
~ - gZ ~ - BUFFER ZONE I ac
.
~ -gZ y- BUFFER ZONE BUFFER ZONE 2 IMPACT
0 50 100 -wLg- WETLAND BOUNDARY (0.00 ac)
l~]LAN VIIEW
~~~~

SHESER CREEK / / ~ \
DEVELOPMENT lL~ ~
R,~ EK /
~~ D~ 0 , LLC i ~
9
/ _ ' 2/ (/29 9~ ~
46 (150.92' ____~~~, // ~
5.919 (117.84') %~
N
LL
O
W
W
2
y
m
z
J
U
0 50 100
_ - - - 1 \

V ~-
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Wl~ W
x~ --~~~ ~ - - - - _ I/ ~~~` ~W~B~~ R243TC SLOPE STAKE ~ _
- ---- f.-- --_-------~ ~~_c~..-= '-~' RAMP B
'- -- ~j ~ F APPLICATION SLOPE STAKE
---l,L _ _
-// ------- __ __ _~ -_ i~ i - -- _ _ _
•~
---- X--~'~__'R_ ~-~ __ _
64 ~ ~'\ ~~.~ ~
~ ~ ~ ~ ~~
~~
~\
~~~
~~~
~ .
N.C. DEPARTMENT
OF TRANSPORTATION
® (DO.OOTEcSc)Flll IN WETLAND AREA ~~~1V ~1~~
DENOTES MECHANIZED CLEARING ~g~~lv ~ 1
"• ` ' 10.03 ac) -
- APPLICATION SLOPE STAKE
O RIP RAP - - - ' R243TC SLOPE STAKE ®THE LOUIS BERGER GF
® BUFFER ZONE I IMPACT 1513 WalnutStreat, Sui
- gZ ~ - BUFFER ZONE (0.01 4C) Cary, North Carolina Z
-BZ 2- BUFFER ZONE BUFFER ZONE 2 IMPACT WENDELL FALLS DEVELOPME
-WLg- WETLAND ~OUNDARY (0.00 ac) C, PROJECT: BGOR1012

: yr. ~~e~ wo+ i cnonye
~ ~ ~~
\ ` ~~
< ~.
`d \ ' N _ !~
\\~

.,.\
~~
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~~ ~
~ ~\ w -
~ \!\ ~ ~ ~ l
~ ` ~ ~ ~~ ~
~ \ ~ 0 I
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~~
\ \ ~~
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^~~ r r r
f~ ~_~._._. --------
~ tT --------
~__ ~" ~ LEVEL SPREAD
O~' \ 1
/1 ~1
J
J~ l
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~I 0 50 100 \~
~ ~~
~, 1 ~ PDE
I J F
1 1
1 1 -~ r 78.93' lT
1 1 a
1 1 .,
1 I
1 1 +
1 1'
~~ 1 I
~~ ~ I .
£ ~\ „ 1
9~ .\ 1
1'
` 1 ..
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1
A 1 1
I 11~
~ BUFFER ZONE (IMPACT
® (0.09 oc)
BUFFER ZONE 2 IMPACT
(0.04 oc)
DENOTES FILL IN SURFACE ATERS
® c0.02 aG

DENOTES MECHANIZED CLEA INC
- gZ ~ - BUFFER ZONE
-BZ 2- BUFFER ZONE
-W~g- WETLAND BOUNDARY
IMPACTED STREAM CHANNEL
RELOCATEOa 0 LFT
IMPACTEOtST LFT
ENClO5E0s57 LFT
B2
FH,r~N VIEW
SI'Il'E 7 -'
.. .. .. .. ~ ~ ~ _ = X~ ~ .
~,~ .~$
~_ _.
LEVEL SPRFApE
95.00' LT 95.00' L7 ~ ,
~j 'DZ ~ ~
\ `` ~ \
~9--
~~-_ _ - "Tr --

300
5' FEATHER
HATCH I~gT.
~!
280
270
260
12
PI = 14+25.00
EL = 279.78'
.
VC = 500 Yi = 7tS+4U.W ~
K = 97 EL = 270.64 ~
~ ~
i
Osr.
~,~
(.~2,4544' ~g782~ . ~ ~ ~+1i~5~ END DITCH LT
PI = 18+
0
00
k
- ' -L~ 2.600 _ _ _ _ .. 0'a .
5
~909'~ ~ El = 281.65
g
0 _ (+~ 2 ,100 ,
~l
- _ - - ~ 1.5000%

O _
O _ _
72" RCP
=
C.1 N
~ n INV IN ~ 269.00
INV OUT 287.50

D l'9N O OND J Iq OWI
II II N n
F in
W HJ r' N M rN
m d W II II ~ I

d

W
O II
I
~
W O
.W
13 14
= n+o
= 271.
PI = 20+00.00
EL = 295.18'
VC = 650'
K93
+ 2.6782 .4.3001
0 50 loo HORIZONTAL SCALE
o l0 20 VERTICAL SCALE
15 16 17 18
BUFFER ZONE IIMPACT
® c0.09 oc)
BUFFER ZONE 2 IMPACT
(0.04 oc)
DENOTES FILL IN SURFACE WATERS
® (0.02 oc)
DENOTES MECHANIZED CLEARING
-gZ ~- BUFFER ZONE
-gZ y- BUFFER ZONE
- Wig - WETLAND BOUNDARY
19
IMPACTED STREAM CHANNEL
REIOCATE0~0 AFT
IMPACTED: 57 lFT
ENCLOSEO~ 5T LFT
I -Y701~
-Y2- 20+23.45
-Y101- 115+51.
2- 19+77.03 EL 289.E
iM . 115+57.58 (6B
20 21
~~~~ 7

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m N
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/- ~
f5 \UI'tIVIC - UJb9
/ 6
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WENDEL 1
- -
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D VELOPM NT, L.L.C.
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__
~-
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-
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_ __ ~.~ ~ S W
~, .~ ~ ~ ~ _~ ~~ 100.00

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Q
37
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ta'
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'
WENDELL FALLS 70. ' R7
12s•°°'Rr

~ `
'}'
:\ DEVELOPMENT, L.L.C.

... 1 1 as.oo _nol_
70.0o
125.00' RT

p- + ,t ~
1
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~ I
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Nr.OYA~N,r
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.\
+
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• ""~ WENDELL FALLS
DEVELOPMENT
C
L
L
\ ~ ,
.
.
.
+
~_.: .
\., \'

~..
~
~•
\
® DENOTES FILL IN S
(0
16 ac> URFACE WATERS
~ ~~ .. .
\.. l~]L~N ~~lE~
.\
-• ~g7ClE 8
~
0 50 100
N.C. DEPARTMENT
OF TRANSPORTATION
' +~
+ d ~
~ $~ ( ~~ a

280
270
I
;0 260
~o
•N
•J
'W 250
PI = 3T+50.00 PI = 45+00.00
EL = 234.54' EL = 232.29'
VC = 400' VC = 400'
K= 120 240 K=513
-Y10'
-Y5-
-)0.3000 - 0.3000 - 1.0797
230
~ _. _ _ _
220. - - - _. /
~~ ~- -^ '~ ~ (+) 0.5 / END INTERCHANGE PROJECT
--
_2600Ac -----------------^~c-------- -
~ BEGIN PARKWAY PROJECT
O ~ ~ ~ -Y101- 47+50.00 EL 229.59
210 ~ o
J • l'9
O N
SO
V+ED
t~Wr
~ III II MaN
200 0
~ d W 39 40 41 42 ~ W 44 45 46
~ •4 POINT BM04
116.33' LT OF -YIOI- STA 37t37,5g
EL = 2/7.65 A
~~JL~
0 50 100 ® 0 6 QE~S FILL IN SURFACE WATERS
HORIZONTAL SCALE
~~ Tuc ~ n~ u~ eoon_co n_on~ ~o i.
o io 20 VERTICAL SCALE

rs wmuic - uoor
/ / •:
~ ~
~ /
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ce

BUFFER ZONE (IMPACT
®
10.01 OG
BUFFER ZONE 2 IMPACT
10.01 oc)
® DENOTES FILL IN SURFACE WATERS
10.00 aG
/~
DENOTES MECHANIZED CLEARING /
- gZ ~ BUFFER ZONE \
- BZ 2 BUFFER ZONE
- WLB- NETLAND BOUNDARY
IMPACTED STREAM CHANNEL
RELOCATED( o LFT
®THE LOUIS BERGER GRO
1513 Walnut Street
Suite
IMPACTE0:13 LFT ,
Cary, North Carolina 275
ENCLOSEDr 13 LFT ~N VIEW
~1L
t
PMEN'
WENDELL FA
S
DEE
L
O
0 50 100 SITE 9 ~
~
N
~
TM
PROJECT: LBG OR1012

PATE: 6/I/200i
300
290
280
270
260
250
240
230
26 27
28
0 5o ioo HORIZONTAL SCALE
o io 20 VERTICAL SCALE
-'
~~
_ ~ _ ` r
O 48" RCP
INV IN 242.00
INV OUT ~ 240.80
29 30 31 32
® BUFFER ZONE (IMPACT
(0.01 oG
BUFFER ZONE 2 IMPACT
c0.01 a W
® DENOTES FILL IN SURFACE WATERS
f0.00 act
DENOTES MECIiANIZED CLEARING
- BZ ~ BUFFER ZONE
-BZ 2 BUFFER ZONE
.1N ~B• WETLAND BOUNDARY
IMPACTED STREAM CHANNEL
RELOCATED:O LFT
IMPACTED: 13 LFT
ENCLOSED: I3 LFT
33
~~®1l' ~~JtJ
~~~~
34 35

WET LAND IMPACTS SURFACE WATER IMPACTS BUFFER I MPACTS

Site
No.

Station
(From)

To)

Structure Size
Fill In
Wetlands
(ac)
Fill in
Wetlands
(cu yd)
Temp. Fill In
Wetlands
(ac)
Excavation
In Wetlands
(ac) Mechanized
Clearing
(Method III)
(ac)
Fill in SW
(Natural)
(ac)
Fill in SW
(Pond)
(ac)
Temp. FiII in
SW
(ac) Existing
Channel
Impacted
(ft)
Relocated
Channel
(ft)
EnGosed
Channel
(ft)

Zone 1
(ac)

Zone 2
(ac)
NCDOT SITE 11
1 35+50.00 37+60.00 -Y101- 3 70 ft BRIDGE 0.84 1355.78 0.16 0.00 0 0 0.03 0.07
2 52+68.00 52+91.76 2 10'x10' RC Box Culvert 0.04 67.76 0.01 0.06 249 83 166 0.48 0.27
3 100+00.00 96" RCP 0.00 0.00 0.00 0.05 392 188 204 0.73 0.38
NCDOT SITE 9
4 26+36.05 -Y101- 36" RCP 0.27 435.60 0.01 0.01 0.01 581 0 581 0.82 0.49
NCDOT SITE 7 0.00 0.00
5 443+00.83 8.68 SF 0.00 0 0 0 0.01 0.00
NCDOT SITE 8A 0.00 0.00 0.02 0.00 0 0 0 0.00 0.01
6 NCDOT SITE 8B
16+55 (Y2 0.00 0.00 0.00 0.02 57 0 57 0.09 0.04
7 72" RCP
8 41 +45.00 42+65.00 0.00 0.00 0.00 0.16
9 30+50 Y2 48" RCP Exist. & 0.00 13 0 13 0.01 0.01
Su limental 48" RCP
TOTALS: 1.2 1859.1 0.0 0.0 0.2 0.14 0.16 0.0 1292 271 1008 2.16 1.26
TFf~ LOUIS BERGER GRClllP, 'tnc.
t~s13 VFratnut Street, suite 2TS0
Cary, Nottt: C.arolirss 275`81
PROJECT: LBG OR1012
IMPACT SUMMARY
SHEET 22 OF 22

--T
II II
i I
I
I
I I
45'
~ -----
I
II ji
I I
I I
I I
I I
I AUGUSIINE N I I
I I
I
~~` I
70'
{-50.00 -
--_-I
---, I
~~ ;I i; ,i
I , I I
I I I
KAABAII - I KNABALL (
I I I
it l II II
I I I
~ J
~.,..
50' S S'
~-----
I
II II
I I
I I
i nA~.auaRE I
I i
i~ II
75'
I_____
I; ;I
~~ n II
~ AUGUS1NdE N ~
I
I
-- -
60'
~~
I ---------I I
I
I I
i I
I
Ij II
I ~ I
I I
I I
I
I~- ---~i
~~
100'

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: ~~~ ~~G ~s o ~
Title: ~ vt- n/Ati E'+2
Address: ~g6o S~~ ~~~5 R/~ -~I~t, ~ ~1~9
Phone: ~ c ~ _ S2~ ~ - ~7 ~i g
Signature:
Date: l ~-~~
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, M"' ~^°p ~- ~nv~os , a Notary Public for the State of Nosh, r~r~\;,v~c,,.. ,
County of Wa~.P , do hereby certify that CT ~Pn Fe i~(iLi~~V~.
personally appeared before me this ~ day of ~ ~. v ~'
ac~o7 ,.and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
~~,h{111{lIIIINl1J0111/~~ll ~r
~ G; .!L ~
eF~~' p °~A ~ `~cn
'~ Y
1
~tt 33 Y
•v
a
JCHL
My commission expires 7'a~-~~
Page 1 of 1

Date: ~--~6 -d ~~
COMPLIANCE WITH WETLAND & BUFFER REGULATIONS
In accordance with Title 15 A NCAC 2H .0500, the following DEED NOTIFICATION shall be
recorded in the County Registry prior to the conveyance of lots. Said Deed
Notification shall apply to name of subdivision, lot numbers in County, North
Carolina as shown on plans titled (insert subdivision name) prepared by
(insert name of designer) dated date:
"A portion of this lot has been determined to meet the requirements for designation as a wetland,
stream or protected stream buffer. Any subsequent fill or alteration of this area shall conform to
the requirements of the state rules adopted by the State of North Carolina in force at the time of
the proposed alteration. The intent of this provision is to prevent additional wetland, stream or
buffer filling or draining, so the property owner should not assume that a future application for
filling or draining would be approved. The property owner shall report the name of the subdivision
in any application pertaining to said rules. This covenant is intended to ensure continued
compliance with all rules adopted by the State of North Carolina and therefore the State of North
Carolina may enforce benefits. This covenant is to run with the land and shall be binding on all
Parties and all persons claiming under them".
Signature: z
Owner's name: /J .~!/IEZ /-~ ~C b~~"7/_~Zd~~r~~v~~ LL C.
Address: ~~~~a~s, c~~R-r~-S 1~,,n-2'-~L
City, State, Zip Code: j~d~}-~c-l~o N ,~/G 2 7~p c,
T
Phone Number: ~~ ~/ g"(~/ .-S Z~c,.

STATE OF North Carolina
WaIIP COUNTY
I, M; Q~ L_. ~onrs a Notary Public of the State of North Carolina, Wa
County, hereby certify that owner personally appeared before me this day and executed
by above certification.
1 1~
Witness my hand and notorial seal, this 16 day of ~ , ~_QZ_
~~\\\I1tlVtlt I{ f tpl!/~~!//~
`~~G~ ~~~~ A 6~ y. '~`~'
Notary Public = =
=~ ~3 ~ ;~
o~~'•• .•`~~~.
My commission expires: __ 'j " ;2 Q - ~,(~09 ~,p9~o'° ^ ~ • •.~'.~y , ~~~
T

DATE: 4/18/07 LEVEL SPREADER DESIGN COMPUTATIONS
[ SEE ALSO STORM DRAIN DESIGN COMPUTATIONS ]
LD. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
~` ~~
Sheet 1 of 7
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
in/hr O
DISCH.
ft3/s I
INT.
inlhr O
DISCH.
ft'/s
35,664 0.82 0.95 53,536 3 0.25 2.05 1.09 4.0 4.34 1.0 1.09

Level Spreader ID 100
Level Spreader Location -RPB- 26+65.00 LT
Required Level Spreader Length 14.1 ft
Actual Level Spreader Length 15.0 ft
Drainage Area 2.05 ac
Impervious Area 0.82 ac
Required Forebay Surface Area 71 ftz
Forebay Dimensions
B 5ft
W 15ft
Actual Forbay Surface Area 75 ft2
Maximum Filter Strip/Buffer Slope 8.0
Max. Discharge from 1 "/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used
1.09 ft3/s
4.34 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment

DATE: 4/18/07 LEVEL SPREADER DESIGN COMPUTATIONS
[SEE ALSO STORM DRAIN DESIGN COMPUTATIONS ]
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
Sheet 2 of 7
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
in/hr O
DISCH.
ft3/s I
INT,
inlhr O
DISCH.
ft'/s
48,50 1.11 0.95 93,134 ,14 0.25 3.25 1.59 4.0 6.37 1.0 1.59

Level Spreader ID
Level Spreader Location
Required Level Spreader Length
Actual Level Spreader Length
Drainage Area
Impervious Area
Required Forebay Surface Area
Forebay Dimensions
B
W
Actual Forbay Surface Area
Maximum Filter Strip/Buffer Slope
Max. Discharge from 1"/Hr Storm
Max. Discharge to Level Spreader
Filter Strip2one 2 Buffer Vegetation
101
-LPB- 14+60.00 RT
20.7 ft
21.0 ft
3.25 ac
1.11 ac
97 ftZ
Eft
18ft
108 ftZ
8.0
1.59 ft3/s
6.37 ft'/s
Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used Pre-treatment

DATE: 4/18/07 LEVEL SPREADER DESIGN COMPUTATIONS
[SEE ALSO STORM DRAIN DESIGN COMPUTATIONS ]
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
Sheet 3 of 7
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
in/hr O
DISCH.
ft3/s I
INT.
in/hr Q
DISCH.
ft3/s
10,815 0.25 0.95 109,819 ,5 0.25 2.77 0.87 4.0 3.46 1.0 0.87

Level Spreader ID
Level Spreader Location
Required level Spreader Length
Actual Level Spreader Length
Drainage Area
Impervious Area
Required Forebay Surface Area
Forebay Dimensions
B
W
Actual Forbay Surface Area
Maximum Filter Strip/Buffer Slope
Max. Discharge from 1"/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used
102
-LPB- 14+60.00 RT
11.3 ft
13.0 ft
2.77 ac
0.25 ac
22 ft2
aft
8ft
24 ftz
8.0
0.87 ft3/s
3.46 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment

DATE: 4/18/07 LEVEL SPREADER DESIGN COMPUTATIONS
[SEE ALSO STORM DRAIN DESIGN COMPUTATIONS ]
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
Sheet 4 of 7
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
in/hr O
DISCH.
ft'/s I
INT.
in/hr (2
DISCH.
ft'/s
21,218 0.49 0.9 81,891 1. g 0.25 2.37 0.93 4.0 3.73 1.0 0.93

Level Spreader ID
Level Spreader Location
Required Level Spreader Length
Actual Level Spreader Length
Drainage Area
Impervious Area
Required Forebay Surface Area
Forebay Dimensions
B
W
Actual Forbay Surface Area
Maximum Filter Strip/Buffer Slope
Max. Discharge from 1 "/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
103
-RPC- 26+85.00 RT
12.1 ft
13.0 ft
2.37 ac
0.49 ac
42 ftz
Oft
12ft
48 ftZ
8.0
0.93 ft3/s
3.73 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used Pre-treatment

DATE: 4/18/07 LEVEL SPREADER DESIGN COMPUTATIONS
[SEE ALSO STORM DRAIN DESIGN COMPUTATIONS
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
Sheet 5 of 7
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
In/hr O
DISCH.
ft3/s I
INT,
In/hr Q
DISCH.
ft31s
102124 2.34 .9 474,31 0.89 0.2 13.23 4.95 4.0 19.80 1.0 4.95

Level Spreader ID
Level Spreader Location
Required Level Spreader Length
Actual Level Spreader Length
Drainage Area
Impervious Area
Required Forebay Surface Area
Forebay Dimensions
B
W
Actual Forbay Surface Area
Maximum Filter Strip/Buffer Slope
Max. Discharge from 1 "/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
104
-RPC- 28+65.00 RT
64.3 ft
65.0 ft
13.23 ac
2.34 ac
204 ftZ
10ft
20 ft
200 ft
8.0
4.95 ft3/s
19.80 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used Pre-treatment

DATE: 4/18107 LEVEL SPREADER DESIGN COMPUTATIONS
[ SEE ALSO STORM DRAIN DESIGN COMPUTATIONS ]
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
Sheet 6 of 7
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
inlhr Q
DISCH.
ft3/s I
INT.
inlhr O
DISCH.
ft;Is
87,823 2.0 0.95 64,198 1,47 0.25 3.49 2.28 4.0 9.14 1.0 2.28

Level Spreader ID
Level Spreader Location
Required Level Spreader Length
Actual Level Spreader Length
Drainage Area
Impervious Area
Required Forebay Surface Area
Forebay Dimensions
B
W
Actual Forbay Surface Area
Maximum Filter Strip/Buffer Slope
Max. Discharge from 1 "/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
105
-Y101- 27+85.00 LT
29.7 ft
30.0 ft
3.49 ac
2.02 ac
176 ftz
8ft
24 ft
192 ftz
8.0
2.28 ft3/s
9.14 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used Pre-treatment

DATE: 4/18!07 LEVEL SPREADER DESIGN COMPUTATIONS
[SEE ALSO STORM DRAIN DESIGN COM PUTATIONS ]
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
Sheet 7 of 7
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
LOCATION RUNOFF PIPE DESIG N
IMPERVIOUS RUNOFF GRASSED DRAINAGE RUNOFF INVERT
DRAINAGE AREA COEFF. AREA COEFF. ELEVATION
L I Q I Q
FROM TO D.A. PIPE SLOPE DIA. INT. DISCH. INT, DISCH.
POINT POINT SF AC C SF AC C ACRES CA ft INLET OUTLET ft/ft in in/hr ft'/s in/hr ft'/s
23 24 9,618 0.22 0.95 0 0.00 0.25 0.22 0.21 74 231.65 231.25 0.0054 15 4.0 0.84 1.0 0
21
24 26 13,227 0.30 0.95 0 0.00 0.25 0.30 0.50 109 231.25 228.00 0.0298 15 4.0 1.99 1.0 .
0
50
25 26 3,574 0.08 0.95 1,104 0.03 0.25 0.11 0.08 74 230.75 228.00 0.0372 15 4.0 0.34 1.0 .
0
08
26 27 4,898 0.11 0.95 1,096 0.03 0.25 0.14 0.70 212 228.00 221.00 0.0330 15 4.0 2.78 1.0 .
0
70
27 28 17,554 0.40 0.95 3,443 0.08 0.25 0.48 1.10 195 221.00 216.25 0.0244 15 4.0 4.39 1.0 .
1
10
29 28 31,383 0.72 0.95 4,620 0.11 0.25 0.83 0.71 285 225.00 216.25 0.0307 15 4.0 84
2 1
0 .
0
71
8 O T 18,494 0.42 0.95 3,198 0.25 0.50 .23 42 1 00 214.00 0.0476 18 4.0 .
8.92 .
1.0 .
2.23

Level Spreader ID 28 Preformed Scour Hole Details
Level Spreader Location -Y101- 43+25.00 RT B 5.0 ft
D 2.0 ft
Level Spreader Length 120.0 ft W 25.0 ft
Drainage Area 2.6 ac d 0.5 ft
Impervious Area 2.3 ac
Forebay Area 200 ft3 V 250.0 ft3
Maximum Filter Strip/Buffer Slope 8.0
Max. Discharge from 1 "/Hr Storm 2.2 ft3/s
Max. Discharge to Level Spreader 8.9 ft3/s
Filter Strip/Zone 2 Buffer Vegetation Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used Pre-treatment

DATE: 4/23/07
I.D. NO. OR1012
DESCRIPTION: WENDELL FALLS PARKWAY
LEVEL SPREADER DESIGN COMPUTATIONS
[SEE ALSO STORM DRAIN DESIGN COMPUTATIONS ]
COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
Sheet 1 of 3
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
in/hr O
DISCH.
ft3/s I
INT.
in/hr O
DISCH.
ft'/s
71 70 1,566 0.04 0.95 4,336 0. 0 0.25 0.06 0.06 72 296.50 296.10 0.0056 15 4.0 0.24 1.0 0.06
70 69 17 423 0.40 0.95 4 711 0, 0.25 0.41 0.47 198 296.00 295.00 0.0051 15 4.0 1.86 1.0 0.47
69 67 10,313 0.24 0.95 4,263 0, 0.25 0.25 0.72 247 294.90 292.10 0.0113 15 4.0 2.86 1.0 0.72
68 67 10,426 0.24 0.95 2,789 0.06 0.25 0.24 0.24 66 294.50 292.10 0.0364 15 4.0 0.97 1.0 0.24
67 65 8,856 0.20 0.95 10 908 5 0.25 0.26 1.21 224 292.00 287.10 0.0219 15 4.0 4.86 1.0 1.21
66 65 6,709 0.15 0.95 2,682 p, g 0.25 0.16 0.16 95 287.60 287.10 0.0053 15 4.0 0.65 1.0 0.16
6 T 1 ,89 .3 0 0.04 4 .0 1.70
Level Spreader ID
Level Spreader Location
Required Level Spreader Length
Actual Level Spreader Length
Drainage Area
Impervious Area
Required Forebay Surface Area
Forebay Dimensions
B
W
Actual Forbay Surface Area
Maximum Filter Strip/Buffer Slope
65
-Y2- 17+15.00 LT
22.1 ft
23.0 ft
2.42 ac
1.57 ac
136 ft~
7ft
21 ft
Max. Discharge from 1 "/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used
147 ftz
8.0
1.70 ft3/s
6.80 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment

DATE: 4!23/07 LEVEL SPREADER DESIGN COMPUTATIONS
[ SEE ALSO STORM DRAIN DESIGN COMPUTATIONS
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
Sheet 2 of 3
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
in/hr O
DISCH.
ft3/s 1
INT.
in/hr O
DISCH.
ft'/s
75 76 40 .1 0.9 149, 48 42 .25 1.02 1.02 225 282.75 279.85 0.0129 15 4.0 4.06 1.0 1.02
76 OUT 4,381 0.10 0.95 40,619 0.93 0.25 0.33 1.34 47 279.75 276.75 0.0638 15 4.0 5.38 1.0 1.34

Level Spreader ID
Level Spreader Location
Required Level Spreader Length
Actual Level Spreader Length
Drainage Area
Impervious Area
Required Forebay Surface Area
Forebay Dimensions
B
W
Actual Forbay Surface Area
Maximum Filter Strip/Buffer Slope
Max. Discharge from 1"/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used
76
-Y2- 15+50.00 LT
17.5 ft
18.0 ft
4.63 ac
0.27 ac
23 ftZ
aft
9ft
27 ftz
8.0
1.34 ft3/s
5.38 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment

DATE: 4/23/07 LEVEL SPREADER DESIGN COMPUTATIONS
[ SEE ALSO STORM DRAIN DESIGN COMPUTATIONS ]
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
Sheet 3 of 3
LOCATION RUNOFF PIP E DESIG N
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF

AC

C

SF

AC

C
D.A.
ACRES

CA L
PIPE
ft

INLET

OUTLET
SLOPE
fUft
DIA.
in I
INT.
in/hr O
DISCH.
ft'/s I
INT.
inlhr Q
DISCH.
ft3/s
258 46 .94 0.95 486, 0. 17.11 8.44 4.0 33.74 1.0 8.44

Level Spreader ID
Level Spreader Location
Required Level Spreader Length
Actual Level Spreader Length
Drainage Area
Impervious Area
Required Forebay Surface Area
Forebay Dimensions
B
W
Actual Forbay Surface Area
Maximum Filter Strip/Buffer Slope
Max. Discharge from 1 "/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/Zone 2 Buffer Vegetation
87
-Y101- 102+25.00 LT
109.7 ft
110.0 ft
17.11 ac
5.94 ac
517 ftZ
Oft
12ft
48 ft2
8.0
8.44 ft3/s
33.74 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used Pre-treatment

NC.llU l t- ax ~ ~ 1 y- (~5-y41~ Jun (1UU ( ~ ~ 54
' s.a SYAi2 e~ '
r 4
~,~~~,.
S~'~:T~ o!j ~IoRTH Caxor.,rnra
llEPA~~"~ENT OF T~ZANS~C3~2T~~O1V~

MCCHAEL E, 1/ASLEY
Govlrtrlott
June 5, 2007
Mr. Greg 1"ergersoz~
Mercury )(?evelopment
5660 Six 1"orks Road, Suito 202
Raleigh, North Carolina 27609
Dear Mr. )FergErson:
F'. U;1
T.,YNDO TIwPE7"I'
SECkL'fARY
As you are awaxe, the NC Department of Transportation (the Departzxzent) and Mercury l~evelopn~cnt
(the Developer) entered into an Agreement on the 19t1~ day of January, 2006; and a subsequent
Supplemental Agreement on July 19, 2006, for the const.z-uction of a bridge and interchange and certain
roadway improvements at rtlile marker 4Z7,an US 6d/2ti4 in make County, North Carolina.
Uzzder the terms of the A~rEC.mern, the Departmexit agreed to certain mitigation conditions. Said
znitigatiozt Conditions are as follows:
"The Department agrees to allow the i<?eveloper to utilize the mitigation originally set aside fox the
impacts at the Eagle hock Road interchange {R-25470), The spccifzc mitigation credits at this
interchange (pezmit drawing sites 8, 9, and 11) are as follows:
l .09 acres riverine wetland mitigation (mitigation frozza Marks Creek site), 74,271 square feet
of zone I buffer mitigation {24,757 square feet zone 1 buffer impacts), and 22,9?8 square feet
of zone 2 buffer mitigation (15,286 square feet zone 2 buffer unpacts)
All buffer mitigation was provided by NCDENR-1~1RP. The Developer is responsiblt: for any mitigation
above and beyond what is provided by the Department, as listed above, at the proposed interchange. A.ll
credits originally purchased by the Z7epartment and not used by the Developer for the interchange shall
revert baCl: t0 the )'7epartment."
If you need further information, please contact Phil k-lams at 7I 5,1384. Thank you.
1?roj ect D
C?J~'/sn
MAILING ADDR[:3&:
NC aEpART~a6ur OF TtuNSFORTATION
PROJECT QEVE~09MEM' ANO EldVIRGNMENTAI ANA~YgIS
154$ MAIL $l;RVIGE ('ier+rER
TEI,EpHOwE: 818-933.3'141
FAX: [phone]d
& Environmental Analysis 1;3rauch
In/eQCrrr• r~nenar nnu nnr ~ re rc .u• , i~
LOCATION:
TFtAhtSPORY~,YiOn aufCCING
i 50Uirt WlLAUNGTOn SYREET
l].i rr.... \Ir.

N~:uui rax~~~.y-(s.s-yu:t~ gun (luu( ~.~5 r.v~
Mr. Greg Fergerson
3unc S, 2007
Wage
ee: Deborah Barbour, T'E , Preeonstruetion Director
Wally Bowman,l'E, Division Et~giz~cer
Phil Harris, p~, PDEA
Chris ~Iaire, PE, Roadway Design
Sandy Nance, S~IA Qf~cc

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WETLAND IMPACT MAP
WENDELL FALLS
US-64/264 8~ KNIGHTDALE EAGLE ROCK RD
Old Bypass w/200ft Corridor 345.58 AC 15.98 AC 49 28 21 RALEIGH
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ROADWAY IMPACTS
IMPACT # ZON
S.F. E 1:
AC. ZON
S.F. E 2:
AC. STREAM:
L.F, S.F. AC. WETLANDS:
S.F. AC. FILL (CY)
R1 8,973 0.21 5,016 0.12 127 254 0.006 0 0.00 0
R2 10, 249 0.24 6, 931 0.16 160 640 0.015 33, 090 0.76 2, 451
R3 9,400 0.22 2,483 0.06 138 839 0.019 15,485 0.36 1,147
R4 10,390 0.24 5,574 0.13 150 300 0.007 439 0.01 33
R5 8,803 0.20 5,351 0.12 137 548 0.013 2,601 0.06 193
R6 9,473 0.22 5,882 0.14 144 432 0.010 8,433 0.19 625
R7 365 0.01 1,691 0.04 0 0 0.000 6,673 0.15 494
R8 10,714 0.25 6,426 0.15 175 700 0.016
R8A 8,617 0.20 5,225 0.12 134 536 0.012
R10 0 0.00 0 0.00 0 0 0.000 490 0.01 36
R11 9,545 0.22 5,308 0.12 157 628 0.014
R12 8,826 0.20 5,001 0.11 138 552 0.013 1,171 0.03 87
R13 0 0.00 1,530 0.04 0 0 0.000 4,996 0.11 370
R14 8,873 0.20 5,080 0.12 144 288 0.007
TOTAL 104,228 2.39 61,498 1.41 1,604 5,717 0.131 73,378 1.68 5,435
GREENWAY IMPACTS
IMPACT # ZON
S.F. E 1:
AC. ZON
S.F. E 2:
AC. STREAM:
L.F. S.F. AC. WETLANDS:
S.F. AC. FILL (CY)
G1 1,095 0.025 659 0.015 15 30 0.001
G2 1,175 0.027 780 0.018 0 0 0.000 1,690 0.04 125
G3 846 0.019 605 0.014 0 0 0.000
G4 1,225 0.028 667 0.015 0 0 0.000 5,152 0.12 382
G5 1,207 0.028 685 0.016 0 0 0.000 852 0.02 63
G6 1, 039 0.024 580 0.013 0 0 0.000 5, 097 0.12 378
G7 900 0.021 1,252 0.029 14 28 0.001 1,354 0.03 100
G8 680 0.016 554 0.013 10 328 0.008 1,126 0.03 83
G9 0 0.000 36 0.001 0 0 0.000
G10 1,495 0.034 313 0.007 0 0 0.000
G 11 0 0.000 0 0.000 0 0 0.000 323 0.01 24
TOTAL 9, 662 0.222 6,131 0.141 39 386 0.009 15, 594 0.36 1,155
PERMANENT IMPACTS
IMPACT ZON E 1: ZON E 2: STREAM: WETLANDS:
TYPE S.F. AC. S.F. AC. L.F. S.F. AC. S.F. AC. FILL (CY)
ROADWAY 104,228 2.39 61,498 1.41 1,604 5,717 0.131 73,378 1.68 5,435
GREENWAY 9,662 0.22 6,131 0.14 39 386 0.009 15,594 0.36 1,155
TOTAL 113,890 2.61 67,629 1.55 1,643 6,103 0.140 88,972 2.04 6,591
SEWER I MPACTS
IMPACT # ZON
S.F. E 1:
AC. ZON
S.F. E 2:
AC. STREAM:
L.F. S.F. AC. WETLANDS:
S.F. AC.
S 1 2,341 0.05 1,349 0.03 34 68 0.002
S2 5,226 0.12 2,670 0.06 82 164 0.004 7,053 0.16
S3 4, 800 0.11 2, 926 0.07 63 252 0.006 13, 584 0.31
S4 4,840 0.11 2,774 0.06 78 156 0.004 21,467 0.49
S 5 4, 374 0.10 3, 216 0.07 63 126 0.003 4,105 0.09
S6 4,504 0.10 2,665 0.06 71 405 0.009 27,355 0.63
S7 1,953 0.04 1,220 0.03 31 62 0.001 2,264 0.05
S8 1,390 0.03 1,151 0.03 22 812 0.019 2,253 0.05
S9 1,899 0.04 1,307 0.03 31 62 0.001
S10 2,259 0.05 1,252 0.03 33 66 0.002
S 11 1, 475 0.03 962 0.02 20 220 0.005 768 0.02
S13 3,937 0.09 2,776 0.06 66 132 0.003 6,656 0.15
S16 0 0.00 0 0.00 0 0 0.000 15,718 0.36
S 17 0 0.00 0 0.00 0 0 0.000 566 0.01
S18 0 0.00 0 0.00 0 0 0.000 1,067 0.02
S19 0 0.00 0 0.00 0 0 0.000 821 0.02
TOTAL 38,998 0.90 24,268 0.56 594 2,525 0.058 103,677 2.38
WATER LINE IMPACTS
IMPACT# ZON
S.F. E 1:
AC. ZON
S.F. E 2:
AC. STREAM:
L.F. S.F. AC. WETLANDS:
S.F. AC.
W1 3,486 0.08 1,472 0.03 31 1,091 0.025 487 0.011
W2 38 0.001
TOTAL 3,486 0.08 1,472 0.03 31 1,091 0.025 525 0.012
UTILITY LINE IMPACTS
IMPACT ZON E 1: ZON E 2: STREAM: WETLANDS:
TYPE S.F. AC. S.F. AC. L.F. S.F. AC. S.F. AC.
SEWER 38,998 0.90 24,268 0.56 594 2,525 0.058 103,677 2.38
WATER 3,486 0.08 1,472 0.03 31 1,091 0.025 525 0.01
TOTAL 42,484 0.98 25,740 0.59 625 3,616 0.083 104,202 2.39

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RATIO OF PRECISION:
SOURCES OF TITLE:
1113,500+
DEED BOOK 11755, PAGE 2588
DEED BOOK 11755, PAGE 2606
DEED BOOK 11755, PAGE 2612
DEED BOOK 11755, PAGE 2618
DEED BOOK 11755, PAGE 2637
DEED BOOK 11810, PAGE 199
DEED BOOK 11810, PAGE 205
DEED BOOK 11810, PAGE 220
DEED BOOK 11817, PAGE 1539
MAPIDEED REFERENCES
i =,:+ ~..
~`~~ !w ~ ~ =y, cUQ l
BOOK OF MAPS 1885, PAGE 37
BOOK OF MAPS 1885, PAGE 64
BOOK OF MAPS 1915, PAGE 89
BOOK OF MAPS 1920, PAGE 89
BOOK OF MAPS 1959, PAGE 89
BOOK OF MAPS 1959, PAGE 318
BOOK OF MAPS 1974, PAGE 229
BOOK OF MAPS 1979, PAGE 581
BOOK OF-MAPS 1980, PAGE 993
BOOK OF MAPS 1982, PAGE 747
BOOK OF MAPS 1984, PAGE 285
BOOK OF MAPS 1984, PAGE 300
BOOK OF MAPS 1984, PAGE 1378
BOOK OF MAPS 1986, PAGE 966
BOOK OF MAPS 1987, PAGE 515
BOOK OF MAPS 1988, PAGE 824
BOOK OF MAPS 1988, PAGE 1414
BOOK OF MAPS 1988, PAGE 1457
BOOK OF MAPS 1989, PAGE 384-385
BOOK OF MAPS 1990, PAGE 187
BOOK OF MAPS 1990, PAGE 740
BOOK OF MAPS 1991, PAGE 1058
BOOK OF MAPS 1992, PAGE 253
BOOK OF MAPS 1992, PAGE 648
BOOK OF MAPS 1994, PAGE 626
BOOK OF MAPS 1994, PAGE 1931
BOOK OF MAPS 1995, PAGE 523
BOOK OF MAPS 1996, PAGE 908
BOOK OF MAPS 1997, PAGE 227
BOOK OF MAPS 1997, PAGE 351
BOOK OF MAPS 1997, PAGE 1858
BOOK OF MAPS 2001, PAGE 1331
BOOK OF MAPS 2002, PAGE 2096
BOOK OF MAPS 2005, PAGE 292
BOOK OF MAPS 2005, PAGE 894
~;~is,•,irtY
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PROPERTY ZONING: WAKE COUNTY R-30, R-40, WENDELL R-10
REFERENCE: WAKE COUNTY/WENDELL
PROPERTY ZONED: RA-40
THE PURPOSE OF THIS PLAT IS TO DEPICT THE HORIZONTAL
LOCATION OF THE JURISDICTIONAL WETLANDS. FEMA FLOOD
PLAIN INFORMATION WAS NOT EVALUATED AND IS NOT
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MAP WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 4D4
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC. OF CARY, NORTH CAROLINA.
JAMES S. ARMSTR G, PLS L-4411
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OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL."
REGULATORY OFFICIAL
' '
n~~l TITLE
DATE
US Army Comps USACE ACTION ID
of Engineers6
NOTES:
1. AREAS COMPUTED BY CORDINATE METHOD.
2. BASIS OF BEARINGS ARE NAD 83, BASED ON AN UNRECORDED
SURVEY BY WITHERS AND RAVENEL, INC. SIGNED BY BYRON J.
LATIL, PLS L-3571, ON DECEMBER 12, 20D5.
3. UNLESS OTHERWISE NOTED ALL DISTANCES ARE HORIZONTAL
GROUND DISTANCES.
5. THE PURPOSE OF THIS PLAT IS TO SHOW THE STREAM
CHANNEL AND WETLAND LOCATION DELINEATED AND
SURVEYED BY BY WITHERS AND RAVENEL, INC.
6. GRID TIE PERFORMED USING NGCS VRS NETWORK, TRIMBLE
5800 RECEIVER, AND DATA COLLECTION SOFTWARE.
7. NOT PREPARED INACCORDANCE TO GS: 47-30.
8. THIS IS NOT A CERTIFIED DOCUMENT UNLESS SIGNED AND
SEALED BY JAMES S. ARMSTRONG, PLS L-4411.
9. CENTERLINE POINTS FOR STREAM LOCATION DETERMINED BY
TOP OF BANK FIELD SURVEY INFORMATION, AERIAL
PHOTOGRAMETRY, AND OTHER MAPS OF RECORD
10. THE NC GRID COORDINATES SHOWN ON THIS PLAT WERE
DERIVED BY REAL TIME KINEMATIC DIFFERENTIAL GPS
OBSERVATIONS USING ONE TRIMBLE 5800 RECEIVER. THE
VECTORS WERE ADJUSTED AND PROCESSED BY THE NCGS
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MAP WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
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JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC. OF CARY, NORTH CAROLINA.
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