20061617 Ver 1_More Info Received_20070827

WITHERS ~ RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
tune 12, 2007
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 #: 06-1617
Dear Ms. Karoly and Mr. McMillan,
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We received your request for additional information on March 29th, 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 of way, 2:1 fill slopes,
and approximately io-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-
applyfor anew 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 of wetland impact, 1,292
linearfeet of perennial stream, 3.42 acres of riparian buffer impacts and o.2 acres of
mechanized clearingwithin wetlands for construction access. The proposed permanent
impacts forthe 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 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:
1) Please re-submit plans on full plan sheets at a scale of no smaller than 1"=50'
and include topographic information.
iii MacKenan Drive i Cary, NC z75ii i tel: 9i9.469.334o i fax: [phone] i www.withersraveneLcom
704o Wrightsville Avenue i Suite ioi i Wilmington, NC z84o3 i tel: gio.z56.9z77 i fax: 9io.z56.z584
ioz7 Sabbath Home Rd, SW i Supply, NC z846z i tel: 9io.84z•939z i fax: 9io.84z.8oi9

• Page 2
June 12, 2007
See attached. Please note that the overall impact map is at a scale of i:2oo and the
insets are at i:so. /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 ofpreservation 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 In the meantime, EEP has
agreed to accept payment for the impacts at a ratio oft: i. A copy of their acceptance
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 j, Site t~, R2, R~, R6, R8, R11, and 52 (zone s only).
DOT has agreed to transfer i. 09 acres of wetland mitigation, 2,757 SF of Zs
mitigation, and 22,928 SFofZ2mitigation. 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.s for Zones i and z,
respectively (see attached letterfrom DO7).
After subtracting the mitigation provided by DOT, Mercury Development will be
required to provide the followingmitigation:
Z, js~ linearfeet ofperennial stream
2.15 acres of wetland
Zone is ii9,267 (lmpactamount) and Zone z: 6~,~96 SF(impactamount)
3) Please provide a table clearly indicating all permanent and temporary impacts.
Also, please be sure to differentiate Between Zone i and Zone 2 buffer impacts.
We have provided a full scale drawing and tables that dearly identify the proposed
bufferimpacts 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 i2). 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 1 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 USACEforfinal 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. i % SF-2 is z~.3 %, and SF3 is 32.6 %. A
detailed accounting of the impervious surface 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 forthe storm water BMPs as required by GC 34.02.
The stormwater management plans for the initial phases (SF-i, SF-2, 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 quantiFed. if the impervious surface exceeds 30 %, the
applicant will provide a detailed stormwater management plan that meets the NC
DWQ requirements for sites located within a Nutrient Sensitive Watershed.
Specifcally, the applicant will utilize constructed wetlands in order to protect
downstream water quality. The stormwater plans for the future phases have not been
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%. if the impervious surface
exceeds3o%, the applicant will provide a detailed stormwatermanagementplan 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 finalized, however,• based on the drainage area, adequate space has been
reserved forfuture BMP locations (see attached drainage map and calculationsJ.

• Page 4 June 12, 2007
so) Please provide a proposed lot layout with building envelopes.
We have provided rypicals depicting the building envelopes for each sry/e ofhome to
be constructed based on the corresponding lot size for phase 1. The Town of Wendell
must approve the proposed the lot layouts, we will forward approved layouts to your
office iftheydifferfrom the original submittal.
11) 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 buffer and the water line will
impact3i linear feet. 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 per the NCDOT guidelines.
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.
As peryourrequest, 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 ourlayout.

• Page 5 June 12, 2007
c) R-7 - Is this a proposed culvert crossing or fill?
A cu/vent wil/be installed in this location in orderto provide properdrainage.
d) R-11-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
seweroutfall have additional manholes instal/ed and could potentially have been
excessively deeperthan it is now.
f) 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 ofthe 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 crossingwould 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 Non`olk / Southern Railroad to the north, U.S. Hwy. 6~ Bypass
to the west and streams to the south and east of the properly. A preliminary
layoutsketch has been included with this submittal to help illustrate the need for
the crossing
i5) As previously requested, further information is need for the 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 Ry. and R9.
As stated in yourcomment, R~ was included in the letterfrom the Town ofWendell 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 ofWendell (see attached letter from the Town), and are needed to provide

• Page 6
June 12, 2007
additional entrances for emergency vehicles /have included a brief response from
ourtra>~c engineerbelow.•
The current alignment of the Southern Collector, as we/l as Taylor Road, provides an
e>~cient, purposeful parallel alternative to Wendell Falls Parkway. As an arterial
roadway, Wendell Falls Parkway is designed to favorthrough movements as vehicles
travel from majororigins to destinations overlongerdistances; whereas the objective
of a collector route, such as Taylor Road and the Southern Collector, is to provide
access and allow forsafe and er~cient turning movements for local trips The current
roadway network in Wendell Falls provides an ideal roadway network that allows
vehic%s to travel within the site without accessing Wendell Falls Parkway. Whenever
vehicles do not have to utilize Wendell Falls Parkway for travel within the site, the
tral~c operations on the Parkway improve and extend the lifespan ofthe roadway.
Additionally, severing the east west connection of the Southern Collector would
isolate several parcels of the project from the remainder of the land uses. Without
both stream crossings, vehic%s from the southeast parcels could only access the
retail and office parcels of the site from Wendell Falls Parkway rather than using the
Southern Collector. The retail parcels are designed to be accommodating to the local
residents providing services designed to their convenience, making the retail parcels
a common destination from within the site. This would result in elevated traffic
turning volumes on Wendell Falls Parkway at the major intersections, resulting in
increased delay and queuing: Also, without both stream crossings, the internal
connection to the proposed elementary school site will be lost and parents from
within the site will be forced to travel down Wendell Falls Parkway and on to Martin
Pond Road to access the school. The result is every vehicle needing to use the
driveway connection on Martin Pond Road to enter and exit the school, leading to
long lines to drop offkids and exit the school in the morning peak hour.
It is good design practice to provide parallel alternative routes for major arterials so
the heavyburden ofaccommodatingturningmovements can be handled bythe lower
speed, lower volume roadways. The cun'ent design shown for Wendell falls allows
interconnectivity through the site and the Southern Collector is a major part of the
network. Eliminating one of the stream crossings would result in an increased
burden beingplaced on Wendell Falls Parkwayand the result would be poorlevels-of
service and operation on the Parkway.
i5) This office believes that the greenway trail can be bridged to avoid the stream and
buffer impacts. Please revise your plans to avoid the impacts.
We have eliminated five of the proposed stream impacts (G2-G6) though the use of
boardwalk, reducing the impact bY32 linear feet. We are proposing culverts for the
remaininggreenwaytrarls.
The letter regarding the interchange asks forthe following:

• Page 7
June 12, 2007
i) As previously indicated in our March 27, 2007 correspondence, we require a
complete set of roadway design plans to adequately review you application.
A complete set ofroadway 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-bui/t 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-builts for the proposed roadway and the revised impacts
showing the cut Fll 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 corner of the interchange.
The parcels in the northwest corner are under contract to be purchased by Mercury
Development. We can provide the due diligence paperwork at yourrequest.
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.
Included below is a statement from. our traffic engineer that addresses the need
fora ~-lane divided median that will allow forfuture widening `to the middle : We
have also included a map that depicts the proposed alignment for the Southern
Wendell Bypass as well as the potential wetland/stream impacts (based on GlS
data).
During the analysis ofthe Wendell Falls site, several transportation models were
developed. Of these models, one scenario was created specifically for
determining traffic volumes in the yearzojo without the construction ofthe
"Southern Wendell Bypass"from Poole Road eastward towards 1VC231.
According to the mode% trafFc volumes along Wendell Falls Parkway would
exceed 2!{, 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 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 approximatelyso, o0o trips per day
and these trips will be carried throughout the site via collector roads off the
Parkway. These collectorroads 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 could
suffer from 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 responsibilityofprovidingadequate through volume capacity.
Consideration should be given to the likelihood ofcongestion along the Parkway
due to the anticipated high turning volumes at the major collector roads and the
necessary mitigation to prevent excessive delays for through traffic. Proper
mitigation would include providingadditional 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 1
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 Creek is actually longerthan the DOTdesign. 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 would only allow a z: i
slope, whereas, the original design called for a s.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 flow into 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 DOTis 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 ifthe entire system is shown.
The entire drainage system is shown on the full-scale construction drawings.
The proposed stormwater discharges (L1o 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 flow into the
buffers using level spreaders orpre-formed scourholes.
Culvert C2 appears to pick up and discharge untreated stormwater to the stream.
We have re-designed the culvert so that the stormwateris discharged though a
level spreaderoutside ofthe riparian buffer.
On sheet 2 of 2 the drawings do not indicate if the 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 DOTprojectand is existingas denoted bythe
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 alreadyapproved and
constructed DOTprojecl: 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, verysmall, area of
mechanized clearing (8.68 Sf) in the wetland area at the bottom ofthe site plan.
Site 6 -For sheet i 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 forthe DOTjob is delineated on the drawings, which can be seen
above and below the left most7z"RCP. There are some bufferimpacts and
mechanized clearing in these areas which are accounted forin 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 SF1, SF-2 and SF-3
3) Overall Map at i:2oo
4) Revised Impact Maps and Tables
5) Mitigation TransferAgreement 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

~'~
PRgGRAM
April 4, 2007
Greg Ferguson
Mercury Development, LLC
c% Todd Preuninger- Withers and Ravenel
111 Mackenan Drive
Cary, NC 27511
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 contact 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 Permitl401 CertiticationiCAMA permit 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
followin>; 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 6.46 0 0 406,893 116,403
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants 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 will 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 questio»s or need additional information, please contact Kelly Williams at (919} 716-1921.
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Ian McMillan, DWQ-Raleigh
Todd Preuninger, agent
File
1~.P~S'tDYlz%t~... 1~ ~ ... PYDt~ ~Gt,Y .ftGt,;~
I~GDE~IwR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

05/22/2007 14:36 9193656603 T04JM OF I~JEMDELL PAGE 02
TIMOTHY A. HINNAMI; MAYOF-
TIMOTHY C. BUgG~&8, TOWN MANAQEF
JAMES P. CAULEV, WI, TOWN ATTORNEY
May 22, 2007
TOWN ~F ~WENDELL
WEMDELL, NORTH CAROLINA

i~
Smap Tomn Charm - C+~p#al Clty Con»ectton
Mr. ]vlonte Mattbews
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
X548 Falls of the Neuse Road
Suite 120
Raleigh, North Carotins 27615
Re: Wendell Falls .Action 1D SAW-2005-20100-292
Dear Mr. Matthews:
wIL1.IAM L OONN4LLY
CAkk01. R, H~MiANT
TERRY WODOEB
C.B. SCARBOR4, JA.
RONALD W, TIIOMPSf7N
The Town of Wendel} appxoved the Wendell k'alls PUD on October 9, 2406, in accordance with
the Town of Wendell, Wake County, Mate and Federal regulations. The Town of Wendell issued
a letter in January 2007 stating that the position of the Town is that impacts R-8, R-3, R-4, Isnd R-
2 are necessary due to traffic flow and interconnectivity.
Itrtercoru~ectivity is addressed in the Town of Wendel} Subdivision Ordinance, Chapter
155,Section 155.2} ~) , Connection to Adioining Pro a ,which states "Proposed streets shall
be extended to the boundary of the subdivision for connection to existing streets an the boundary
of adjoining property or for future connection. Unless the Board of Commlissioners deternt.ine
otherwise on a case by case basis, it is the intern of these regulations chat subdivisions adjoining
an existing "gxidixon" street pattern steal} provide for the extension of that pattern, Cul-de-sacs
shell not be used to avoid connection with an existing street, to avoid the extension of a
thoroughfare or collector street, or to avoid conneetioxt: to adjoining property. In general, cul-de-
sacs shall not be used to provide access to d.eveloprrlent on the bouztdary of the development."
l»urthermore, tale interconnectivity 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 ;For the residents, these conttections will allow the
t"ure department, rescue squads, and police to respond to the incidents in a shorter tixae period,
thus providing emergency care quicker and the reduction loss of property and especially the loss
of life. 'Therefore, the Town of Wendell xespectively requested that these street crossings be
allowed to remain in tb.e proposed subdivision.
Thank you for your time and consideration in this matter.
4448 in you have ' rther questions or comments.
erely,
a m , ,
Pla ing Dixectox, Town of Wendell
Please feel free to contact me at 3b5-
16 E, FGURTH STREET • P,O, BOX 828 • WENDELL, NC 27591
TELEPHtaNE: [phone] • FACSIMILE: [phone] • WEBPAGE: wWW.TQWNOFW~NI)EL~L.GOM

NORTH CAROLINA

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WENDELL FALLS
DEVELOPMENT, LLC
~( y ~ ~ ~ A ~ ~ ~ ~y WAKE COUNTY
~/ l~ y PROJECT: LBG OR1012
WENDELL FALLS PARKWAY
FROM SR Y501
TO SR 1007
SHEET 1 OF 22 06/01/07

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g ~~ ~~~
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~~
~~
N.C. DEPARTMENT
OF TRANSPORTATION
® DENOTES FILL IN WETLAND AREA 1f~II ,A 1~T ~T~~y
(0.00 °G !C"JLitill~l 1 1'!'
DENOTES MECHANIZED CLEARING 1G~ ,[
• ..: ' :• (0.03 aG ~~~lli 't
- - APPLICATION SLOPE STAKE
° RIP RAP - - - ' R2437C SLOPE STAKE ®THE LOUIS BERGER GF
® BUFFER ZONE IIMPACT 1513 walnutStraet,sui
(0.01 OC) Cary. NoAh Carolina ~
-gZ ~- BUFFER ZONE
-gZ y- BUFFER ZONE BUFFER ZONE 2 IMPACT WENDELL FALLS DEVELOPME
-WLg- WETLAND ~OUNDARY (0.00 aC) WAKE COUNTY
C PROJECT: LBl3 OR1012

b/J/LUVI SILLS
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(0.04 oc>
DENOTES FILL IN SURFACE ATERS
® c0.02 oc>
DENOTES MECHANIZED CLEA ING
-gZ 7- BUFFER ZONE
-gZ y- BUFFER ZONE
-WLg- WETLAND BOUNDARY
IMPACTED STREAM CHANNEL
REIOCATEDrO LFT
IMPACTEOrST lfT
ENCLOSEOr 5T LFT

---'----- ~n __-_ i -- ~~~~ - - -TY -
I IEVEL SPREAD LEVELAPREApE _ -_-~.. ~ a ~ -_ -
~~
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300
5` FEATHER
HATCH ~D f~T .
~~~
280
270
260
12
PI = 14+25.00
EL = 279.78'
PI = 20+00.00
EL = 295.18'
VC = 650'
K93
+ 2.6782 4.30p!
VC = 500 PI = 76+40.00 i
K = 97 EL = 270.64 ~
''
i 09s
~ 500
~")2.4544$ -(f) 7._8782~ _ _ ~ "~ 6.
~+1~ ' "~ END DITCH LT

' - -L)
?•600
0 - - - -
0
~09'~ PI = 18+50.00
~ EL = 281.65
_
.
_$
- ~+) 2,100 ~ 6,
- - _ _ ~ 1.5000$_ _
J _ O _
~ 72" BCP
N
INV IN ~ 269.00
w I O INV OUT 287.50
} Ip F C

' N O W ~
_ S N
w II II + N V +O
C7 O P. F fDn
W MJ T N M AN
m d W ~
II II II 11

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d J
W =
W M J
d W
13 14
15 16 17 18
BUFFER ZONE ( IMPACT
® 10.09 ac)
BUFFER ZONE 2 IMPACT
10.04 oc)
DENOTES FILL IN SURFACE WATERS
® (0.02 oc)
DENOTES MECHANIZED CLEARING
-gZ ~- BUFFER ZONE
-gZ 2- BUFFER ZONE
. WLg - WETLAND BOUNDARY
19
0 5o ioo HORIZONTAL SCALE
o to ~° VERTICAL SCALE
IMPACTED STREAM CHANNEL
REIOCATED~O LFT
IMPACTED: 57 LFT
ENCLOSED~ST LFT
I -TL- LVTOy
-Y101- 115
-Y2- 20+23.45 EL
-Y701- 115+51.38
2- 19+77.03 EL 289.67 =
101- 115+57.58 (48.00
20 21
~~~~ 7

DATE: 6/1/2007
I
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WENDEL t
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WENDELL FALLS
DEVELOPMENT, L.LC. _ .
t ,\
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0 50 100
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MY.M.MOW
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'•.\ DEVELOPMENT. L.L.C.
~ ~ ~-~ •\ ® OOE 60T~E~S FILL IN SURFACE WATERS
~...\ I~ILA~N ~~~~
+ ~~~C]E 8
.~~~
\+ THE LOUIS BERGER GROUP
1513 Walnut Street, Suite 25C
N.C. DEPARTMENT +~ ® Cary. North Caroline 27511
OF TRANSPORTATION Q ~
/~ •~i d WENDELL F W LAS DCO ~PMENT, L

unit: oioi cuur YILC: Q:\UM Y<-OJBCTS\VI'tlVl[ - U~09
280
2 70
;0 260
ao
co
•N
!W 250
PI = 37+50.00 PI = 45+00.00
EL = 234.54' EL = 232.29'
VC = 400'
K = 120 VC = 400'
240 K = 513
-Y10'
-YS-
-)0.3000~a - 0.3000
- 1.0797Ac
230
r -- - - _ _
i - - -
220 _ - - - ,.
_260~~ _ _- _ _------------~-------- - --- ~ END INTERCHANGE PROJECT
~ i BEGIN PARKWAY PROJECT
o ~ - -~ -Y101- 47+50.00 EL 229.59
210 F o0
J • {7
O N
SO
V+CO
~ II II 200 Q~N
~ ° IW 39 40 41 42 ~ W 44 45 46
4 •4 POINT BM04
116.33' LT OF -Yl0/- STA 3713758
EL = 2/7.65
~~®~~~~
~~~~
DENOTES FILL IN SURFACE WATERS
0 5o ioo HORIZONTAL SCALE co.l6 oc)
o io 20 VERTICAL SCALE

OF I t: b/I/GUV I

® BUFFER ZONE (IMPACT
10.01 ac)
BUFFER ZONE 2 IMPACT
10.01 ac)
DENOTES FILL IN SURFACE WATERS
f0.00 ac)
®
DENOTES MECHANIZED CLEARING /
/
- gZ ~ BUFFER ZONE
- BZ 2 BUFFER ZONE \
- WLg. WETLAND BOUNDARY
IMPACT
TR
C
D
EAM
HANNEL
E
S
RELOCATEDr 0 LFT
THE LOUIS BERGER GROI
IMPACTEDa 13 LFT ®
1513 Walnut Street, Suite:
ENCLOSEDr 13 LFT Cary, North Carolina 275
0 50 100
1~1L.~N VIEW
SITE 9

i e:
300
290
280
270
260
250
240
230
26 27
- U569
28
0 5o ioo HORIZONTAL SCALE
o io 20 VERTICAL SCALE
~~
O 48" RCP
INV IN 242.00
INV OUT = 240.50
29 30 31
® BUFFER ZONE IIMPACT
(0.01 oc)
BUFFER ZONE 2 IMPACT
(O.OI ac)
® DENOTES FILL IN SURFACE WATERS
(0.00 ac)
DENOTES MECHANIZED CLEARING
- BZ ~ BUFFER ZONE
- BZ 2 BUFFER ZONE
_ WLg- WETLAND BOUNDARY
IMPACTED STREAM CHANNEL
RELOCATED:O LFT
IMPACTED: 13 LFT
ENCLOSED: 13 LFT
32 33 34 35
~~®~~~~
S~~CIE ~

WE TLAND IMPACTS SURFACE WATER IMPACTS BUFFER I MPACTS

Slte
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. Fill in
SW
(ac) Existing
Channel
Impacted
(ft)
Relocated
Channel
(ft)
EnGosed
Channel
(ft)

Zone 1
(ac)

Zone 2
(ac)
NCDOTSITEI~
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 O.D1 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
6 NCDOT SITE 8A 0.00 0.00 0.02 0.00 0 0 0 0.00 0.01
NCDOT SITE 88
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 t3 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

-=
II II
I I
I
I
I
45'
~ - -
~ -----
I
II it
I I
I I
I I
I I
I I AUGUSIINE N I I
I I
I I
~,~ -
70'
~ ---~
II ~I
I I
KNdBAII
I
I~ I
50'
~ ----I
i
II II
I
I I
I Kn~eau I
II II
I I
L ~ ~
5 5'
75'
i
~ ----
I~ ~I
I I
AUGUSIINE N
i i
I
.,.., --dam- -
60'
I I
I I
I I
I I
Ij II
I 1-~~.ESror~ 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 surtace.
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: ~i;~ ~~G es o N
Title: ~rrfn/A~r,='+2
Address: S~6 a S~ }~ ~2.rC
Phone: y `~=
Signature:~-r-
Date: / ~~~
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~~ ~^ a L- 3~~P5 , a Notary Public for the State of ~1ohti, ('.rn,~v~ . ,
County of __ ~a~P , do hereby certify that _ (T rPn F~,~rausor~
personally appeared before me this ~ day of ~ ,. v V
a~O7 ,and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
//~
4,~'~~' aS?.~L. ~ J~~ ~~~!
~~~G.~~D°I'A ICY .F~~
*; - ~~ ~
JCHL
My commission expires 7-ao-aooq
Page 1 of 1

Date: ~ _ ~6 - 0 ''
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 afl persons claiming under them".
Signature:
Owner's name: /„/ ~9~ r ~,~ L< t-t/~dP,,v~~~~~ LL C_
Address: ~<~~~; .Si>c~~,icr~-S j?,,~ ~ ~,2
City, State, Zip Code: j~d.} cal, K ,~L 2 7 ~ g
Phone Number: ~(5 $(~/ ~S 25~r =7`

STATE OF North Carolina
__ Wa~II COUNTY
1, ~~c,~o~Q A L ~c,r~~s a Notary Public of the State of North Carolina, Wad
County, hereby certify that owner personally appeared before me this day and executed
by above certification.
1 ~~
Witness my hand and notorial seal, this 1
Notary Public
day of _r\' _, ~~Q~_
My commission expires: _ ~ " ~Q - ~,(~09
\\\\\\11t111tlAffif//I/II/Ij~
1
1
c~; ~ ~ :~^
•/l/ll(Iftl{I;tlii~~ :•

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 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.
ft'/s I
INT.
in/hr 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
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
100
-RPB- 26+65.00 LT
14.1 ft
15.0 ft
2.05 ac
0.82 ac
71 ft2
5ft
15ft
75 ftZ
8.0
1.09 ft3/s
4.34 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 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
ftlft
DIA.
in I
INT.
in/hr Q
DISCH.
ft'/s I
INT,
in/hr O
DISCH.
ft'/s
48,500 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 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 3 of 7
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS
DRAINAGE AREA RUNOFF
COEFF. GRASSED DRAINAGE
AREA RUNOFF
COEFF. INVERT
ELEVATION

FROM
POINT
TO
POINT

SF
10,61

AC
0.2

C
0.95

SF
109 819

AC
52

C
0.25
D.A.
ACRES
2,77

CA
0.87 L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
in/hr
4.0 O
DISCH.
ft'/s
3.46 I
INT.
in/hr
1.0 ~
DISCH.
ft3/s
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 Levei Spreader
Filter Strip2one 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 ft
aft
8ft
24 ftz
8.0
0.87 ft3/s
3.46 ft'/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

F

C

C

F

C

C
D.A.

ACRES

A L
PIPE

ft

NLET

UTLET
SLOPE

ft/ft
DIA.

in I
INT.

inlhr Q
DISCH.

ft'/s I

INT.
in/hr Q

DISCH.
ft'/s
21,218 0.49 0.95 81891 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 Strip2one 2 Buffer Vegetation
103
-RPC- 26+85.00 RT
12.1 ft
13.0 ft
2.37 ac
0.49 ac
42 ft2
Oft
12ft
48 ft2
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
102,124

AC
2.34

C
0.95

SF
474,310

AC
p,gg

C
0.25
D.A.
ACRES
13.23

CA
4.95 L
PIPE
ft

INLET

OUTLET
SLOPE
ft/ft
DIA.
in I
INT.
in/hr
4.0 O
DISCH.
ft'/s
19.80 I
INT.
in/hr
1.0 O
DISCH.
ft'/s
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 Strip2one 2 Buffer Vegetation
104
-RPC- 28+65.00 RT
64.3 ft
65.0 ft
13.23 ac
2.34 ac
204 ft
10ft
20 ft
200 ft2
8.0
4.95 ft'/s
19.80 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
Sheet E of 7
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
Level Spreader Location -Y101- 27+85.00 LT
Required Level Spreader Length 29,7 {{
Actual Level Spreader Length 30.0 ft
Drainage Area 3.49 ac
Impervious Area 2.02 ac
Required Forebay Surface Area 176 ft2
Forebay Dimensions
B 8ft
W 24 ft
Actual Forbay Surface Area 192 ftz
Maximum Filter Strip/Buffer Slope g,p
Max. Discharge from 1"/Hr Storm 2.28 ft3/s
Max. Discharge to Level Spreader 9.14 ft3/s
Filter Strip2one 2 Buffer Vegetation Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used Pre-treatment
Level Spreader ID 105

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

FROM
POINT
TO
POINT

SF

AC

C

SF
O.A. L
PIPE
SLOPE
DIA. I
INT. Q
DISCH. I
INT, Q
DISCH.

23
24
9
618
0
22
0
95
0 AC C ACRES CA ft INLET OUTLET ft/ft in in/hr ft'/s in/hr ft'/s

24
26 ,
13,227 .
0.30 .
0.95
0 0.00
0
00 0.25
0
25 0.22
0 0.21 74 231.65 231.25 0.0054 15 4.0 0.84 1.0 0.21

25
26
3
574
0
08
0
95
1
104 . . .30 0.50 109 231.25 228.00 0.0298 15 4.0 1.99 1.0 0.50

26
27 ,
4,898 .
0.11 .
0.95 ,
1,096 0.03
0.03 0.25
0.25 0.11
0.14 0.08
0.70 74
212 230.75
228
00 228.00
221
00 0.0372
0
0330 15
15 4.0
4
0 0.34
2
78 1.0
1
0 0.08

27
29
28
28
17,554
31
383
0.40
0
72
0.95
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 0.70
1.10

28
OUT ,
18,494 .
0.42 .
0.95 4,620
3
198 0.11 0.25
0
25 0.83 0.71 285 225.00 216.25 0.0307 15 4.0 2.84 1.0 0.71
, . 0.50 2.23 42 216.00 214.00 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 g.0 a/a
Max. Discharge from 1 "/Hr Storm 2,2 ft3/s
Max. Discharge to Level Spreader g.g ft3/s
Filter Strip/Zone 2 Buffer Vegetation Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used 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 1 of 3
LOCATION RUNOFF
PIPE DESIGN
IMPERVIOUS RUNOFF GRASSED DRAINAGE RUNOFF INVERT
DRAINAGE AREA COEFF. AREA COEFF. ELEVATION

FROM
TO L I O I tZ

POINT
POINT
SF
AC
C
SF
AC D.A. PIPE SLOPE DIA. INT. DISCH. INT. DISCH.

71
70
1, 66
0
04
0
95
4
336 C
0
2 ACRES CA ft INLET OUTLET ft/ft in in/hr ft'/s in/hr ft'/s

70
69
17 423 .
0.40 .
0
95 ,
4 711 10 .
0
25 0.06 0.06 72 296.50 296.10 0.0056 15 4.0 0.24 1.0 0.06

69
67
10,313
0
24 .
0
95
4 263 11 .
0 0.41 0.47 198 296.00 295.00 0.0051 15 4.0 1.86 1.0 0.47

68
67
10
426 .
0
24 .
0
95
2 789 0, .25 0.25 0.72 247 294.90 292.10 0.0113 15 4.0 2.86 1.0 0.72

67
65 ,
8
856 .
0
20 .
0
95
10 908 0 06 0.25 0.24 0.24 66 294.50 292.10 0.0364 15 4.0 0.97 1.0 0.24

66
65 ,
6
709 .
0
15 .
0
95
2 682 0 5 0.25 0.26 1.21 224 292.00 287.10 0.0219 15 4.0 4.86 1.0 1.21

65
T ,
1 ,89 . .
.9
62 0 06 0.25 0.16 0.16 95 287.60 287.10 0.0053 15 4.0 0.65 1.0 0.16
, 0,3 1.7 1 286.85 281.65 0 0464 18 4.0 6.80 1.0 1.70
Level Spreader ID 65
Level Spreader Location -Y2- 17+15.00 LT
Required Level Spreader Length 22,1 ft
Actual Level Spreader Length 23.0 ft
Drainage Area 2.42 ac
Impervious Area 1.57 ac
Required Forebay Surface Area 136 ftz
Forebay Dimensions
B 7ft
W 21 ft
Actual Forbay Surface Area 147 f~
Maximum Filter Strip/Buffer Slope g.0
Max. Discharge from 1 "/Hr Storm
Max. Discharge to Level Spreader
Filter StriplZone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used
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
fUft
DIA.
in I
INT.
in/hr O
DISCH.
ft;/s I
INT,
in/hr Q
DISCH.
ft31s
75 76 ,340 0.1 0.9 149,148 3.4 0.25 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 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 Q
DISCW.
ft3/s
258,746 .94 0.9 486,565 11,17 0.2 17.11 8.44 4.0 33.74 1.0 8.44

Level Spreader ID 87
Level Spreader Location -Y101- 102+25.00 LT
Required Level Spreader Length 109.7 ft
Actual Level Spreader Length 110.0 ft
Drainage Area 17.11 ac
Impervious Area 5.94 ac
Required Forebay Surface Area 517 ft2
Forebay Dimensions
B Oft
W 12ft
Actual Forbay Surface Area 48 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
8.44 ft3/s
33.74 ft3/s
Zone 2 Buffer Vegetation
Pre-treatment

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Page 1 of 1
Todd Preuninger
Subject: FW: FW: Wendell Falls: NCDOT Letter for Mitigation Credits Transfer
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

~'
Nl.1JU l -- ax ~ ~1 ~- ~~S-y41~ Jun ~ 1vU ( Y ~ 54
' ertSW2a~ '
r'
~.~~~.
S~~AT>v ol~ NoxTx CAkOI,~IA
17EPAR.~'~MENT OF TRANSPC?~27',A.~4N
NI[CHAEL 1;. 1/tiSLEY
GovcRNOtz
June 5, 2007
Mr. Greg l"ezgerso.n
Mercury I?evelopment
5660 Six Forks Road, Suito 202
Raleigh, North Carolina 27609
I>eaz Mr. ~'CrgErson:
r. U;~
T,YNDO Tiv~~~t~r
S£CRE'fARV
As you are awaxe, tlae NC Department of Transportation (the Department) and Mercury nevelopn~ent
(the Developer) entered into an Agreement on the 19th day of Januar}~, 2006; and a subsequerxt
Supplemental Agreement on July 19, 2006, for the construction o#'a bridge and interchange and certain
roadway improvements at rYlile zrtarlcer 427,on US G4/2~4 in Wake County, North Carolina,
Under the terms of the Agreement, the bepartmetat agreed to certain mitigation conditions. Said
xnitigatiota Conditions are as follov~~s:
"The Department agrees to allow the Developer to utilize rho mitigation originally set aside #'or the
impacts at the Eagle Rock Road interchange (R-25470), The specific mitigation erc:dits at this
interchange (permit drawing sites 8, 9, and l l) are as follows:
1.09 acres riverine ~vetlaxtd mitigation (mitigation frorta Marks Creek site), 74,271 square l'ect
of zone I bu#J'er mitigation (24,757 square feet zone 1 buffer impacts), and 22,928 square feet
of zone 2 buffer mitigation (15,285 square feet zone 2 buffer i,npaets)
11.11 buffer mitigation was provided by NCJ7lrNR-1rJRP. The Developer is responsible for any mitigation
above and beyo>«d what is provided by the lepartment, as listed above, at the pxoposcd interchange..f1..11
credits originally purchased by the Tepartment and not used by the Developer for the interchange shall
revert baCl: t0 the Department."
If you t~eEd fiuther informatiozt, please contact Phil kJams at 715-138x. Thank you.
P
project DeVeloptnent & Envirortm,etttal Analysis k3xatzch
Q7T/sn
MA141NG ADDR88S: TGIEPHOwff: 918-)33.3141 LOCATION;
NC aF pARTfA~NT OF TRANSPORTATION FAX: [phone] TRAN$AORT~TION BUIL LING
PROJECT tjEVECO9NiENT ANO ENVIRONfdENTlu. ANA~YgtS 1 $OUFH Wq,AiINGTON STREET
154$ MAIL SERVICE ~iFNTEfi In/cQCrrs~ 1IAAAA/ AnIJ h/1T OMAYC aln i In n„~,,,,,,,,,,

Nt;llt) I I' ax ~ ~:l ~- r~.5-~JU:L~S Jun r ;LUU r t5 ~ 55 r. U~
~ ~'
Mr. Greg Fer~;erson
7unc 5, zaa~
Page ?
cc: Deborah Barbour, ~'E , Preconstructioz~ Director
Waily Bovvrztan, !'E, Division Eugiz~cer
~'hiI Harris, PE, PDE.A
Chris ,Haire, P$, k2oadway Design
Sandy Na».ce, S~IA Df~cc

CF ilOnlN Cr'aJ.
%~ :~;~,
~}
~,
~ .~M.'~f iF~N6.•
STATN. o>: NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
1591 itiLAIL SERVICE CENTIiR, RALEIGH, NC 27699-t>9t
TO: Dean Hatfield
Louis Berger Group
Phone: (919} 461-3885
Fax:
RETUC~NING SUBMITTAL NO.: NA
FOR: R-2547C_As Builf plans
Design d ubmittat Response
DATE: 4!19/07
TIP NO,: R-2547C
COUNTY: Wake
FROM: Virginia Mabry ~~
Alternative Delivery Unit
{919)250-4128
cc: File
DATED: NA RECEIVED ON: NA
FiESPQNSE:
^REVIEWE=D, NO COMMENTS
x(~COMMENTS AS NOTED BELOW
LJREVISE AND RESUBMIT
OTHER
COMMENTS:
Dean,
Per your email request, attached are the as built plait sheets from -L- sta 130+00 to -L- eta 144+00.
i have also attached additonal sheets where the future Interchange was shown.
Regards
Virginia
DISCLAIMER;
By reviewing plans ahd submittals, the North Carotins Department of Transportation in no way retteves the Design-Build
Team of passible claims resulting from errors or omissions. The reviews and comments by the Department are cursory in
nature and do not involve in-depth design review.

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ISEE DETAIL SHEET 21
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RUTH B, IVHITLEY HEMS ET AL
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CONOISIONS WCUUENI[0 iAROWiH TNL R.r.l.
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DATE: RALUCH
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