20061617 Ver 1_Application_20070126

WITHERS L~~" RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
January 25, 2007
NC-Division of Water Quality ~ ~
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Re: Request forAdditionalinformation -Wendell Falls
W&R Project #: 2050261.oi
DWQ Project #: o6-i617
Dear Ms. Karoly,
I lv l '1
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We received your request for additional information on November 6, 2009, regarding the
proposed impacts associated with the Wendell Falls subdivision. Additionally, I spoke
with Mr. Ian McMillan and Amy Chapman of your office regarding this project. I have
included a brief response to each of your requests below.
I also noticed your office was copied with the information requested by the USACE. I am in the
process of addressing their comments and will forward that inforration to your office when it
is completed. Please note that some of the impact totals and locations have changed since
the initial application. We will provide a more detailed accounting of these changes in future
correspondence and in our response to the Corp's request. The revised impacts are included
on the impact tables for your review. The proposed impacts for the interchange are: i.3 acres
of wetland impact,1,188 linearfeet of perennial stream, and 2.81 acres of riparian buffer
impacts. The proposed permanent impacts forthe subdivision are:1.88 acres of wetland
impact, 1,634 linearfeet of perennial channel impact, and 3.94 acre of riparian buffer impact.
The utility line impacts are as follows: 2.39 acres of wetland impact, 668 linear feet of stream
impact, and i.9S 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'.
See attached. Please note that the overall impact map is at a scale of l:soo and the
insets are at is soo, but l believe these maps should be detailed enough to review the
impacts. lfneeded, we can reprint the details at 1:So. We have also included a set of
ful! scale construction drawings for the interchange that are at i:so.
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
iii MacKenan Drive i Cary, North Carolina z75ii i tel: [phone] i fax: gi9.467.6008 i www.withersravenel.com
107 Stokley Drive i Suite 104 i Wilmington, North Carolina z84o3 i te(: 91o.z56.9z77 i fax: 91o.z56.2584

• Page 2
January 25, 2007
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;1. A copy oftheiracceptance
letter is included with the attachments. Please note that because the impacts have
increased since our initial submittal, l will be requesting that EEP revise the
acceptance letterto reflect these changes.
3) Please sign and date application.
A signed and dated application is included with the attachments. The impact totals in
the application will differfrom the Fnal permitted impacts, but we have been working
with the USACE on this issue and they agree that an additional public notice will not
be required.
4) Please clearly indicate Zone i and Zone 2 buffers, and impacts to these on the
site plan.
We have provided a full scale drawing that clearly identifies the proposed buffer
impacts and details for each crossing ofa stream or wetland.
5) Please clearly locate all isolated or non-isolated wetland, streams, and other
Waters of the State as overlays on the site-plan.
The full-scale drawing should make it easier to identify these features We have also
included a copy of the delineation map that will be submitted to the USACE for final
approval
6) Please submit information on proposed project imperviousness.
This information will be submitted under separate cover, along with our proposed
stormwatermanagementphns.
7) Deed notifications must be placed on all lots that abut wetlands or buffers.
l have included the executed DWQ Deed Restriction Form with the attachments.
8) Please provide details forthe stormwater BMPs as required by GC 3402.
The stormwater management plans for the initial phases will be submitted finder
separate cover. However, we have included the level spreader details for the
interchange with this submittal. As stated in our initial application and discussed in
the pre-application meetings, the proposed impervious sun`ace forfuture phases has
not been quantified. if the impervious surface exceeds jo %, the applicant will
provide a detailed stormwater management plan that meets the NCDWQ
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 for future
BMP locations (see attached drainage map and calculations). We are requesting that
the NCDWQ issue the poi- approval with a condition that work will not begin on

• Page 3
January 25, 2007
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 my understanding that constructed wetlands and/or bio-retention are only
required if the proposed impervious is greater than 30%. Please provide the
documentation to support this request or the explanation if DWQ has revised their
interpretation ofGC3~o2.
io) Please provide the level spreader worksheets and an 0&M agreement for the
proposed project.
See attached worksheets and 0&M agreement.
11) Please provide a signed and sealed geotechnical report for the proposed
bottomless culverts.
See attached. Please note that one ofthe proposed arch culverts is being replaced
with a box culvert, however, this area was included as an impact in the original
application, so there is no net change in the overall impacts.
i2) Please provide a proposed lot layout with building envelopes.
We have provided typicals depicting the building envelopes For each style ofhome to
be constructed based on the corresponding lotsize forphase 1. The Town of Wendell
must approve proposed the lot layouts, we will forward approved layouts to your
office as theybecome available.
i3) Please quantify intermittent and perennial stream impacts, and provide
documentation from a DWQ representative that the stream id determined to be
intermittent or perennial.
All of the proposed permanent stream impacts are to perennial streams and are
accounted for in our mitigation request. 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. We will revise
our impact tables to reflect intermittent/perennial stream impacts for the utility lines
as part ofour re-submittal package to the USACE and forward these changes to your
ol~ce.
14) As you probably know, the DWQ's rules require that we certify that the project will
not result in "cumulative impacts, based on past or reasonably anticipated future
impacts, that cause or will cause a violation of downstream water quality
standards" NCAC 2H .o5o6(b)(4). In reviewing your plans it is clear that
construction of this project will result in additional development to several
adjacent parcels. In addition, it appears that several of these tracts will require
additional wetland, stream, and buffer impacts. Therefore, with respect to

• Page 4
January 25, 2007
cumulative impacts, the DWQ asks: "Will this project (based on past and
reasonably anticipated future impacts) result in additional development which
could impact nearby downstream water quality? If yes, please submit a
quantitative cumulative impact analysis in accordance with the most recent DWQ
policy...
A quantitative impact analysis was conducted as part of the EA/Permitting process
for highway 6~-bypass, which we believe should sufficient to address your concerns.
All of the proposed development for Wendell falls was included in this study (see
attached maps). Moreover, based on DWQ guidance, we do not believe that a
quantitative study should be required for this project. Specifically, the process for
determining whether or not a quantitative analysis is needed is based on answering
three questions:
AJ is growth likely to be induced by the project.?
B) Are existing uses of the Water likely to impaired by the growth?
C) Are additional regulatory measure needed? C e., are there existing
regulatory programs which can address these impacts?).
lithe answers to all three questions are yes, then a quantitative analysis is needed. We
believe that sufficient regulatory measures are in place to protect downstream water
qua/ity and therefore the answer to Question C, is that no additional measures are
needed. if impacts are proposed on the adjacent properties, the applicant will be
required to go through the ~ o~/~ oz permitting process and must pro vide the appropriate
level ofstormwatermanagement (level spreaders orconstructed wetlands) dependingon
the amount of impervious surface. /n addition, the Phase // stormwater rules as well as
the Neuse Riparian Buffer Rules should ameliorate the affects of development on
downstream water quality. Even if the adjacent parcels can be developed without the
need for ,~oT Certification, the development will still be required to provide riparian
buffers. lfneeded, we will meet with yourstaffto review/locate the lmpactanalysis done
to satisfy the NEPA requirements forthe Highway 6~-bypass.
15) Mitigation will be required for the road crossings labeled as `R2' and `R8' on your
plan sheets and impact table. Please provide documentation on how mitigation
will be achieved for these two buffer impacts.
The applicant proposes payment to the NC EEP to satisfy mitigation requirements.
These impacts were included in our request to EEP. Their acceptance letter is
included with the attachments.
i6) Please specify the linear footage if 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.

• Page 5
January 25, 2007
As stated in the impact table the proposed sewer line will impact approximately 637
linear feet of riparian buffer and the water line will impact 3s linear feet. The tables
have been revised to read `UtilityLine lmpacts; as peryourrequest.
17) Please submit complete and comprehensive roadway designs for the proposed
interchange and Wendell Falls thoroughfare. Please note, as previously stated,
the proposed interchange has not been permitted for construction. With this
submission, please also include a property (parcels) ownership map and
corresponding table demonstrating that the parcels necessary for construction of
the interchange have been acquired by the applicant.
See attached. l have also confirmed with the project engineer that the proposed
construction limits for the interchange will not be outside of the existing DOT right of
way
18) Please provide documentation that the mitigation for the proposed interchange
has been transferred to the applicant from the NC-DOT.
See attached letter from OWQ addressed to Mr. Bruce Thompson and dated /uly 27,
2006 stating that the applicant is entitled to any mitigation that DOT has pen`ormed
or proposes to perform for the estimated impacts within the area of the proposed
bridge and interchange. We understand that Wende/l Falls Development is
responsible for any additional mitigation due to modifications of the bridge and/or
interchange. We are in the process of contacting NC-DOT to confirm that the
mitigation credits are transferable.
Please feel free to call if you have questions or require additional information.
Sincerely,
WITHERS & RAVENEL, INC.
l ~-
Todd Preuninger
Director of Wetlands and Biological Sciences
Attachments:
1) Signed 0 and M agreement
2) DWQ Level spreaderworksheets and design details
3) Delineation Maps
4) Revised Impact Maps
5) Geotechnical Report
6) EEP Acceptance Letter
7) Executed Deed Restriction
8) Typicals for Lot Layouts

~ 10 - 1 l.v 1-I
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 3251 Expires December 31 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003-, Washington, DC 205D3. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection ,Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the bcation of the proposed
activity. An application that is not completed in full will be returned.
lI TEMS 1 THRU Q Tn RF Fu r Fn a v rrrc nn ovc~
1. APPLICATION NO. 12. FIELD OFFICE CODE ~ 3. DATE RECEIVED
4. DATE APPLICATION COMPLETED
l/TEMS BELDW TD RF FI! / Fn stv nnnr rrnem
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE ran a
nr i
n

Mercury Development-Greg Ferguson pe
s
ot ,eouiredl
- Withers & Ravenel-Todd Preuninger
6, APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
5660 Six Forks Rd. Ste. 202 117 MacKenan Dr.
Raleigh, NC 27609 Cary, NC 27511
?. APPLICANT'S PHONE NOS. W/AREA CODE 10 AGENT'S PHONE NOS W/AREA CODE

a. Residence _
a. Residence
I
b. Business 919-861-5299 I
b. Business 919-469-3340
~ 1 ~ STATEMENT OF AUTHORIZATION
hereby authorize, Please See attachment to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
~~ ~ R~+~`
APPLICANT'S SIGNATURE
DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE iser insuucoons
Wendell Falls
13. NAME OF WATERBODY. IF KNOWN rr nonw.,cnrFr ~ 14. PROJECT STREET ADDRESS lil npp/icablel
Unnamed tributaries to Mark's Creek
7 5. LOCATION OF PROJECT
Wake NC
COUNTY STATE
~6. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rseelrrsvucdwsJ
17. DIRECTIONS TO THE SITE
The subject property is located on the west side of Martin Pond Road (SR 2503), 2600 feet
north of the intersection of Martin Pond Rd. and Poole Rd. (SR 1007)
Latitude 35.7694621°N, Longitude 78.4220719°W
NG F RM 4 45, Jul 97 EDITION OF FEB 94 IS OBSOLETE.
(Proponent: CECW-OR)

18. Nature of Activity This project incorporates a variety of land uses including residential, commercial, office, institutional, county park as well as an
interchange with US 64'264 to better serve access to the development. The proposed impacts consist of 2,191 linear feet of perennial
stream channel and 3.09acres of wetland impacts for roadway crossings & lot fill. An additional 720 linear feet of stream channel and
1.65 acres of wetlands will be temporarily impacted for the installation of a utility line. Following construction of the utility line, the
stream channel will be returned to pre-constmction contours. Approximately 5.51 acres (ZI :3.52, Z2: 1.99) of riparian buffer will be
permanently impacted for roadways and greenway trails and 1.97 acres (ZI : 136, Z2 Q61) of buffer will be temporarily be impacted
for the installation of utility lines
~ g. PfOjeCt PUfpOSe /Oesarbe the reason or prrrxne of the rro/crr, see ms[rucYrorrsl
To achieve a balance of community goals and market dynamics for the growing Wendell and
Eastern Wake County area. The interchange will fulfill transportation demands through
improved accessibility to US 64 by increasing capacity of the existing roadway-
USE BLOCKS 20-22 IF DREDGED ANDlOR FILL MATERIAL IS TO 8E DISCHARGED -
20. Reason(sl for Discharge
The proposed impacts are required to construct roads, greenways, lots and an interchange to
US 64 as shown on the attached impact maps.
27. TVPe(s- of Material Beinp Discharoed and the Amount of Each Tvae in Cubic Yards
Construction grade fill will be used on site- Fill from on site grading will be utilized as
much as possible. Cubic yardage impacts are as follows: 56903.7CY of wetlands will be filled.
22. Surface Area in Acres of Wetlands or Other Waters Filled rsee nuvucr,iu~s~
Impacts from fi11:3.09ac of wetland fill ar~d .15ac of surface water fill
Total fill: 3.24ac
23. Is Any Portion of the Work Already Complete? Yes ~ No 0 IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental (istl
Please see attachment.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL IDENTIFICATION NuMRFR Herr eaor ern nnTr eoooni.rr, ., ,, r.- .~~..._..
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in tfiis
application is complete and accurate. 1 furtfier certify [liar I possess the authority to undertake the work described herein or am acting as the
duly authorized agent of tfie applicant. /
,~J "~.~ ~ P ~ ~~3 ~.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT ' DAT
The application must be signed by the person who desires to undertake the proposed activity (applicantf or it may be signed by a duly
authorized agent if the statement in block 1 1 has been filled out and signed-
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United Slates
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or botfi.

Sep Li Uti Ua:44p IVItKI;UKY UtVtLUF'IVItNI y~yz3u~5~ii pz
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Site Access/Agent Authorization Form
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ENGINEERS I PLANNERS I SUFVEYOP.S
Project Name: '`.rl~ ',, ~ (" l L y r;
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Property Owner/Contract Purchaser: ,~ - ~'G ~ ~ , ~~~ Z ~ 7 ~;~'~t.;'c it ;
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Address: `= l,~(,C ~ t !: ~: ;t r~ S ! ~- ~ 1.) ~~ ; ~. ~-
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Phone: '~~ ' ~;

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I hereby grant Withers and Ravenel, INC permission to conduct environmental
studies on the property described above. In addition, I authorize Withers and
Ravenel to act on my behalf as my agent when conducting site meetings andJor
correspondence (i.e. permit applications etc.) with the USACE and the NC -Division
of Water Quality, if necessary.
Property Owner: ^^~_EG ~- ~'C~ S~~ n• ,~~,2 . Date: ~- ~ 7`c ~
(Print Name)
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{Si~r~atur`e)

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SEWER I MPACTS
IMPACT # ZON E 1: ZON E 2: STREAM: WETLANDS:
S.F. AC. S.F. AC. L.F. S.F. AC. S.F. AC.
S1 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 17,569 0.40 3,138 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
S5 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 2,095 0.05 712 0.02 39 78 0.002
S 10 2,259 0.05 1,252 0.03 33 66 0.002
S11 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
S15 2,435 0.06 1,469 0.03 35 70 0.002
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
S 19 0 0.00 0 0.00 0 0 0.000 821 0.02
TOTAL 54,398 1.25 25,354 0.58 637 2,611 0.060 103,677 2.38
WATER LINE IMPACTS
IMPACT# ZON E 1: ZON E 2: STREAM: WETLANDS:
S.F. AC. S.F. AC. L.F. S.F. AC. 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 54,398 1.25 25,354 0.58 637 2,611 0.060 103,677 2.38
WATER 3,486 0.08 1,472 0.03 31 1,091 0.025 525 0.01
TOTAL 57,884 1.33 26,826 0.62 668 3,702 0.085 104,202 2.39
WENDELL FALLS
IMPACT TABLES
WITHERS ~ RAVENEL
LNi1N{Lif 1 •LANN Lff I fYRVLVOLf
UTILITY LINE IMPACTS

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ZONE 1 - - 10,481 SF (0.24 AC)
ZONE 2 - ® - 5,845 SF (0.13 AC)
'~ STREAM: '"' ~ GRAPHIC SCALE
LF - 152 ~ ~ 00 o so ~ oo zoo
AREA - 304 SF (0.007 AC)
WETLANDS - f `~~~~ 7 SF 0.000 AC I 1 inch = 100 ft.
WENDELL FALLS STREAM IMPACTS WITHERS ~(' RAVENEL
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LEGEND
ZONE 1 - - 10,249 SF (0.24 AC) ~e~ '--M,*
ZONE 2 - ® - 6,931 SF (0.16 AC) ~ ~' '~~ .
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j STREAM: • • • ' + GRAPHIC SCALE
LF - 160 ~ i o0 o so i oo zoo
AREA - 640 SF (0.015 AC)
WETLANDS - ~'.'' =1 33,090 SF 0.76 AC 1 inch = 1OOft.
WENDELL FALLS STREAM IMPACTS WITHERS ~ RAVENEL
fNf INfLRf 1 -LANNf Rf 1 fUfYfYORf
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LEGEND
ZONE 1 - - 9,400 SF (0.22 AC)
ZONE 2 - ® - 2,483 SF (0.06 AC) ~
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STREAM: ~ GRAPHIC SCALE
~ - 138
100 0 50 100 200
AREA - 839 SF (0.02 AC) _
WETLANDS - ~~`` ° ` ~ ~ ~~ 1 inch = 100 ft.
~~~~'£- - 15,485 SF (0.36 AC)
WENDELL FALLS STREAM IMPACTS WITHERS ~ RAVENEL
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WENDELL WAKE NORTH CAROLINA R3 .,w d. .d' r n a: sis~s i .

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S9 LEGEND ~' G9 LEGEND
ZONE 1 - - 2,095 SF (0.05 AC) r,; ZONE 1 - 1,080 SF (0.025 AC)
ZONE 2 - ® - 712 SF (0.02 AC) ZONE 2 - 244 SF (0.006 AC)
STREAM: ... STREAM:
LF - 39 LF - 0
AREA - 78 SF (0.002 AC) AREA - 0 SF (0.000 AC)
,,.
WENDELL FALLS STREAM IMPACTS WITHERS ~ RAVENEL
S9 & G9 {NOIN{{Rf 1 ~LANN{{f 1 iY{Y{rOR{
WENDELL WAKE NORTH CAROLINA r~mn ~onN ~ ~.i.e ~~, sig~oame ~,

_-,_
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LEGEND
ZONE 1 - - 2,259 SF (0.05 AC)
ZONE 2 - ~ - ~ ,252 SF (0.03 AC)
STREAM: •-•
LF - 33 GRAPHIC SCALE
ioo o so ioo zoo
AREA - 66 SF (0
002 AC)
.

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WENDELL FALLS STREAM IMPACTS W~THERB
~ RAVENEL
S1 O fN1INlRRf I -LANNfRf i fYRYRYORf
WENDELL WAKE NORTH CAROLINA p,;~ Nan o,a~~. vrn 1ei, ai ~•, siaso~eom
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LEGEND
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ZONE 1 - - 3,937 SF (0.09 AC)
ZONE 2 - ® - 2,776 SF (0.06 AC) ~~ jy
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LF - 66 .~
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WETLANDS - ~_:'-~;.'- - 6,656 SF (0.15 AC) 1 inch = 100 ft.
WENDELL FALLS STREAM IMPACTS W~THER9 ~ RAVENEL
5 13 LNilNffff 1 ~LANNIff 1fORYlYORf
WENDELL WAKE NORTH CAROLINA wan,,,,om. n n r vsu rc1: 9141643 b ha: 914<6)6009 ~.~nn,~.~~

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ZONE 1 - - 2,435 SF (0.06 AC)
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STREAM: ...
LF - 35 GRAPHIC SCALE
ioo o so ~o0 2ao
'~E'°` - 70 SF (0.002 AC)
~.~' ~ linch=100 ft.
WENDELL FALLS STREAM IMPACTS WITHERS ~ RAVENEL
S1 C IMfIMRRRf 1 -IANNRRf 1 fYRYRYORf
WENDELL WAKE NORTH CAROLINA J ~,2 c, wmn mi iaaisae uw i,.aisasr.uooe „,w,.„xm,.,.~.~

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AREA - 0 SF (0 AC) %
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WENDELL FALLS STREAM IMPACTS WITHERS ~ RAVENEL
S1 `
V RNf INRRRf i -IARNRRf 1 fYRYRrORf
j WENDELL WAKE NORTH CAROLINA ~u .~o~~~. e, r+mn cpr~, vsn ~aais. ~a o.: ris wi-eme ~.

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G11 LEGEND
ZONE 1 - - 0 SF (0 AC) `~~~" . ZONE 1 - 0 SF (0 AC)
ZONE 2 - ® _ "~~'~ ` ~ ~ ZONE 2 - 0 SF (0 AC)
STREAM: • • • .~--~h STREAM:
LF - 0 I AREA - OOSF (0 AC)
AREA` - 0 SF (0 AC) I
I WETLANDS - 231 SF (0.01 AC)
WETLANDS - ~ ~ - 566 SF (0.01 AC)
WENDELL FALLS STREAM IMPACTS W~THERB ~ RAVENEL
S17 & G11 iM~iMiaas i r~~MN~as ~ sueviroRs
WENDELL WAKE NORTH CAROLINA mn4,n~~ mm~ i:n .a wi,:i .we...

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S18 LEGEND °,~., S19 LEGEND
ZONE 1 - - 0 SF (0 AC) ZONE 1 - - 0 SF (0 AC)
ZONE 2 - ® - 0 SF (0 AC) ZONE 2 - ~ - 0 SF (0 AC)
STREAM: ••• STREAM: •••
LF - p LF - 0
AREA - 0 SF (0 AC) AREA - 0 SF (0 AC)
WETLANDS -~ _ 1,067 SF (0.02 AC) WETLANDS -~ - 821 SF (0.02 AC)
WENDELL FALLS STREAM IMPACTS W~THER9 ~ RAVENEL
S18 & S19 LNf INILRS 1 ~LANNIIf 1 fYRYLrOIf
WENDELL WAKE NORTH CAROLINA „„.„.,„.•n~,,,,,~„a.,a„

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~~ ~ ~ ~ j~,: ~ ~ i? ~
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~ r ~ ~~i ` r ; ` ' ' ~ ~~~` STREAM:
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WENDELL FALLS STREAM IMPACTS W~THER8 ~ RAVENEL
G~O ENi1NEERf I tLANNEAf 1 fOEYEYORf
WENDELL WAKE NORTH CAROLINA i~in~cM,~am N e~n~, nsi~ ni: isw¢ssw ~.e: sigaerrme ,w,.<We~.,,,,er.m„

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CURVE DATA FOR -RP61'l01- 6
P~s Sro 20+2593 Pr Sra 2l+2386 Pls Sra 22+2182 Pls Srv 25+48.00 Pl Sra 26+5288 Pls Sro 27+5784
Bs = 25Y532 p= 152'393'rLn Bs = ZSr532 Bs = 5'43'465' p =474'027rRTl Bs = 543'465'
Ls - 19787 D = 75M303' Ls • 197D(Y Ls • 197D0 D = 54400b' 1s - 197f;Q'
LT = !3135' L = 6456' LT = 13135' LT = 131.44 L = 7852 U = UL40'
ST - 6588' T = J22B' S7 - 6568' ST - 6573' i = 3928 ST = 6573'
R = 197000 R = 965D0

CURVE DATA FOR 3

-
P
- 2A
CUR/f DATA fOR -Y3-
L
BY101 PI Sta 11+86,47 PI Sra 16+08
50
P!s Stv N+44D7 PI Sta 14+9972 Pis Sio 16+8310 p = 3600000'rRTI .
p = 809 DOAlLTI
Bs = 2E 3652.4'
' p = 10640196'IRTI Bs = 2838'52.4' D = 1378'30
7' D = 2'58'757
Ls = 21325 D =265204.4' Ls =21325' .
L = ffi3B4 L = 26878 ~~
(7 = 14407 C = 39702 LT = I44DT T = 136.47 i = 1348Y
ST = 7287 T = 286.47 ST = 7282' R = 42000 R = 1925
87
R =71325' .

CURVE DATA FOR 1
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0®0 I-~~~~~LBG 081012 ~~'~~_~ 5 ~.~
UW + _ ._,._.-. -........___-L._____..-
7800 ~ Y 2007 ..~_. r ._..
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++ 4r
LOOPB 77,000 '~ ~ SEAL SEAL
q~ RAMP a ~° US284 Low G 9a55o S~~k 16003 16003 '.
23900 RAMPC glGp ~ IYOkoo ''+~0~~~~HPpAp~ y+'+N~HO HAIF„d,~ i
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Pls 510 444+1789 P1SIa 449+85.4! Pls Sto 455+4677 ~C~~1~ ;! ~~ iG
', BS • 744110' p= 1648'439rRi1 BS •3'49'1111' ~ '~ URN
', is = 39370 D = Y56255' Ls = 39370
CT =26253' L =866.42 LT =262.53'
57 = 13124 7 = 43634 ST = 13129'
R •295275' `;~
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SEE SHEET 9 FOR -YI01- PROFILE
SEE SHEETS 15 8 16 FOR -1- PRORIE
SEE SHEET 10 FOR -LPB- PROFILE
SEE SHEET 11 FOR aIPB- PRORLE
SEE SHEET 12 FOR aIPC- PRORLE
SEE SHEET 13 FOR -LPC- PRORLE
SEE SHEETS 13 8 14 FOR -1'3- PROFILE
SEE SHEET 2F FOR DRAINAGE DETAILS
SEE SHEET 1G FOR INTERSECnON DEl
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CURE DATA FOR -LPCY101-
Pls Sra a+3477 PI Sro 5+WD8 Pls Sto 18+55.43
Bs = 24'57 SIB' p = w672'09.T rLTI Bs = 24575/5'
Ls =20013' D = 24'56'537 Ls = fiCbl3'
CT = IJ47T L =58136' LT = 11477
57 =6794' T = 76395' ST = 6794'
R = 22966'

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CURVE DATA FOR -
RPCYI01- ~/
Pls Sro II+4205 PI SIa 8+3360 Pls Sta ZO+9gD9 Pls Sro 25+5850 PI Sro 28+43D5 PIS S
Bs = 434033' p - 3532595'rRTI Bs =4.34033' Bs = 61r4v' p • 2428'29SaTl Bs =
is = 213D0' 0 = 4220L4' !s = 213D0' !s = 213D0' D = S44Ctl6' is =
LT = 14205' L = 814,05' 17 = 142D5' U = N2D9' L = 42076' LT =
57 = IIIYT T = 4206CY ST = I1D4' ST = 7111u°' T = 21364' ST =
A = 131200 R = cASm
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WHITLEY EACLE ROCM COMPANY LLC
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THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250

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PLANT BOUNDARY
- -~ - - - WATER SURFACE
x x x x x LIVE STAKES
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BOULDER
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PROPOSED BRIDGE
PROPOSED BOX CULVERT
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DRAINAGE INLET
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1513 Walnut Street, Suite 250
Cary, North Caroline 27511
WENDELL FALLS DEVELOPMENT, LLC
WAKE COUNTY
PROJECT I.BG OR7012
SHEET 3 OF 20

DOTE: 12/4/2006 FILE: g:\OR Pr OJec is\OR1012 - DS64 Int er chang5\De sipn\PERMIT \OR10p_PERMIT_04_Sitel_Plan,cpn
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SHEET 4 OF 20

DATE: 12/4/2006 FILE: g:\OR Projects\ORIO12 - US64 Intar chonge\Design\PERMrt \OR7012_PERMIT 05_SIteLProflleApn
280
27Q -Y101- 33+15.62 EL 250.29 = x
-LPCY101- 2it44.66 (36.00 RT) o ~ o
EL 249.39 m ~ °,
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260 _-Y401- 33+41_.93... EL 248.35 = o-°~ vti °m ~ eWo n a
(~-RPCY101- 34+29,85 {36.00 R'f) m r- a ~+ ~
I EL 248.45 = .- N m m .= cMu
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250 1°° 2t0' BRIDGE LENGTH cw w '
PI = 37+50.00
{-)3.g 70` 70' 70' EL = 234.54'
29Z>~ SPAN SPAN ~ SPAN YC = 400
240 ~-._._._- ( K = 120
t`" "_"-----_._ ( )Q 3000...._ ,...._._~~~
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200
33 34 35 36 37 38 39 40
HORIZONTAL SCALE
VERTICAL SCALE
DENOTES FILL IN WETLAND
(0.81 ac)
RIP RAP
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~~~~ ~
® THE LOUIS BERGER GROUP Inc.
I 1513 Walnut Street, Suite 250
Cary, Norttt Carolina 27511
WENDELL FALLS DEVELOPMENT, LLC
WAKE COUNTY
PROJECE LBG OR1012
SHEET 5 OF 20

DATE: 12/4/2006
EII E: g:\OR Projects\OR1012 - U564 Interchange\Design\PERMIT\OR1012_PERMIT_O6_Stte2_Plon.dgn _ __.
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Cary, NoRh Caroflna 27511 1
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PROJECT: LBG OR1012
~ ~ SHEET 8 OF 20
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DATE: 12/4/2006 FILE: Q:\OR Projects\OR1012 - U564 Iniarchonge\Design\PERMIT\OR1012-PERMIT _07_SIte2_Proflle.tlOn
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® THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250
Cary, North Carotlna 27511
WENDELL FALLS DEVELOPMENT, LLC
WAKE COUNTY
I PROJECT:LBG OR1D12
I SHEET 7 OF 20

DATE: IZ/4/2006 FILE: g:\OR ProJecis\ORI012 - U564 Ini ar cnange\Desfgn\PERMrt \ORIOIZ_PERMIT 08_SI1e3_Plan.dgn _
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I WETLAND BOUNDARY PROJECT: LBG OR1012
-WLB- i SHEET BOF20

DATEe 12/4/2006 FILE: g:\OR Projects\ORI012 - U564 Interchonge\Design\PERMIT\OR1012_PERMI7_09_SIte7_Proffle.tlgn
API 95+00.00
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®~ VERTICAL SCALE
i T WLB T WETLAND BOUNDARY
101
102 103 104 ',
® THE LOUIS BERGER GROUP Inc
1513 Walnut Street, Sulte 250
Cary, North Carolina 27511
3 WENDELL FALL$ DEVELOPMENT LLC i
WAKE COUNTY
__.._ ? PROJECT LBC OR1012 ~
SHEET 9 OF 20
..,,..

O~7E: 12/x/2006 FILE: 9~\OR ProJecis\ORIO12 - USfi4 Inierchange\OesigmPERMIT\ORIO12_PERMIT_IO_Stie4_Plon_Ol.tlgn _
~~'~'` ~! / f ~ ~c ~' I^~ SNE5~R CREEK COMPANY LLC
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- wLB - WETLAND BOUNQARY (Rl0 C WAKE COUNTY
PROJECT LBG OR1012
SHEET 10 OF 20

DeTE: 12/4/2006 FILE: g:\OR Projects\OR1012 - U564 Inierchange\Design\PERMrt \OR1012_PERMIT 11_',S/hte4_Plon_02.dgn ,,, -
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WENDELL FALLS DEVELOPMENT, LLC
' WAKE COUNTY
1` gq ~ ~`;a.. PROJECT: LBG OR1012
~ SHEET 11 OF 20 '

DATE: 12/4/2006 FILE: g:\OR Projects\OR1012 - U564 Int ar change\Design\PfRMIT\OR1012_PERMIT _12_Sfie4,Pr of tle0l.tlgn
290
280
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220 DRNNAGE STRUCTURE No.CJ ~}-
~ / V 1 J
DRAINAGE AREA lACRfSI 40b9 AG
DES/GN FRECUENCY ~ 50 YRS
DES/GN DISCHARGE ~ J497 CFS
DESIGN my ELEVATION = 225JJ FT
100 YR DISCHARGE ~ M29 CFS
l00 YR HW ELEVATION - 225.75 FT
21 O OVERTOPPING FREQUENCY = +500 YRS
F
S
OVERTOPPING DISCHARGE = N/A C
O/ERTOPPING ELEVATION 26/.45 FT

23 24 25 26 27
DENOTES FILL IN WETLANDS AREA
(0.41 oc)
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® THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250
Cary, North Carolina 27511
WENDELL FALLS DEVELOPMENT, LLC
WAKE COUNTY
PROJECT:LBG OR1012 ,
SHEET 12 OF 20 I

DATE: 12/4l/2006 FILE: g:~OR Projacts~OR1012 - U564 Int er change~pesign~PERMIT ~ORIO12 _PERMrt _13_SfteS Plon.d9n
~~~~ ~ sHESER cREEo< caMPANY LLC
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\ \ ~` PROJECT: LBG OR1012
;~ SHEET 13 OF 20

DATE: 124/2006 FILE: g:\OR ProJecis\ORIO@ - DSfi4 tnt er change\Design\PERMIT\OR1012_PERMIT 14_S"te6_Plon_Ol,dgn ,......
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- WLg - WETLAND BOUNDARY WAKE COUNTY
PROJECT: LBG OR1012
SHEET 14 OF 20

OLTE: 12/4/2006 FILE: g:\OR ProJacts\OR1012 -11564 Int archange\OestgmPERMIT\ORIO12_PERMIT_IS_Site6_Pton_02.Ogn
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N.C. DEPARTMENT _ ,,. .. ...,__ .,.-
Of TRANSPORTATION WENDELL FALLS DEVELOPMENT, LLC
WAKE COUNTY s
'~ C ~ ~ C PROJECT: LBG OR1012
SHEET 15 OF 20 j

DATE: 12/4/2006 FILE: g:\OR Projec TS\ORI012 - 0564 Iniarchonge\Dasign\PERMIT\OR1012_PERMIT_IG_Sito'_Plon.dgn _ __ _
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{I WAKE COUNTY ',
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~ SHEET 16 OF OJECT LBG OR1012 ;

D47E: 12/4/2006 FILE: g:\OR Projects\OR1012 - US64 Inter chonge\Desfgn\PERMIT\OR1012_PERMIT_I7_SIt e7_Proftl6.dg~i
PI - 20+00.00
Et, = 295.18'
VC = 650'
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II II DESIGN FREQUENCY 50 YRS
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DESIGN MY ELEVA7/ON 273.48 FT '.
' {f .I /00 YR DISCHARGE _ 157J0 CFS ~.
. l00 YR FAY ELEVATION 27478 F7 '.,
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~ 0/ER70PPlNG FREQUENCY +500 YRS
` " °'"` O/ERTOPPING DISCHARGE = N/A CFS
O/ERTOPP/NG ELEVATION ~ 286,48 FT
12 13 14
15 16 17 18 19
20 21
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VERTICAL SCALE
DENOTES FILL IN SURFACE WATERS
tOA2 ac)
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® THE LOUIS BERGER GROUP Inc
1513 Walnut Street, Sulte 250
Cery, North Caroline 27511
{
' WENDELL FALLS DEVELOPMENT, LLC ,
WAKE COUNTY
PROJECT LBG OR1012
SHEET 17 OF 20

DAiE: 12/4/2006 FILE: g:\OR Projects\OR1012 -11564 Infer change\Design\PERMIT\OR1012_PERMIT.IB_S1t e8_Plon,tlgn
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THE LOUIS BERGER GROUP Inc
1513 Walnut Street, Suite 250
N.C. DEPARTMENT ® Cary, North Carolina 27511 `
OF TRANSPORTATION ~
WENDELL FALLS DEVELOPMENT LLC E
°~~ WAKE COUNTY
PROJECT LBG ORtO12
SHEET 18 OF 20

~? 260 ':
to
M
'N
J
,'~ 250
PI = 37+50.00 PI = 45+00.00
EL = 234.54' EL = 232.29'
YC = 400' YC = 400'
", K = 120 240 K = 513
-Y10'
I -Y5-
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230 _.
t

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- ~
~
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END INTERGNANtiE
PROJECT
~ ~
-
~ _BEGIN..._PARKWAY.,.._P ROJ ECT_____..........._
,_ ,_„ _
~
._ --, ~ -Y101 - 47+50.00 EL 229.59
210
200
39 40
HORIZONTAL SCALE
VERTICAL SCALE
41 42 43 44 45 46
~~~~~~~
~Ji~~i lJ
DENOTES FILL IN SURFACE WATERS
~ (0.06 acl
_ _ _ ...
®THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250
Cary, North Carolina 27511
_.__ ____
': ! WENDELL FALLS DEVELOPMENT, LLC
~ WAKE COUNTY
.,..,. PROJECT: LBG OR1012
i SNEET 18 OF 20

WE TLANOIMPACTS SURFACE WATER IMPACTS BUFFER IMPACTS

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)
Enclosed
Channel
(ft)

Zone 1
(ac)

Zone 2
(ac)
1 NCDOT SITE 11
35+50.00 37+60.00 -Y101-3 70ftBRIDGE 0.81 1311.64 0,16 0.00 0 0 0.01 0.06
2 52+68.00 52+91.76 2 10'x10' RC Box Culvert 0.04 67.76 0.01 0.02 299 79 186 0.26 0.20
3 99+91.76 100+2826 32'Xi0' High Pro Arch 0.00 0.00 0.00 0.02 296 153 0 0.56 0.28
4 NCDOT SITE 9
26+36.05 -Y101- 36" RCP 0.41 653.80 0.01 0.01 0.01 536 0 446 0.74 0.45
5 NCDOT SITE 7 0.00 0.00
443+00.83 8.68 SF 0.00 0 0 0 0,00 0.00
6 NCDOT SITE 8A 0.04 56.47 0.03 0.00 0 0 0 0.07 0.05
NCDOT SITE 8B
7 16+63 2 48" RCP Exist. & 0,00 0.00 0.00 0.02 57 0 57 0,08 0,04
Su limental 48" RCP
8 41+45.00 42+65,00 0.00 0.00 0.00 0.060
TOTALS. 1.3 2089.7 0.0 0.0 0.2 0.06 0,06 0.0 1188.0 232.0 669.0 1.72 1.09
THE LOUIS BERGER GROUP, Ine.
95Y3VYalrtutSVesC Site 250
Cary, North {~uo5ne 2781t
PROJECT: LBG OR1012
IMPACT SUMMARY
SHEET 20 OF 20

.~~
~ ~ 2 Miles
~,
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-
_ ~
.®
• [~ Study Area Boundary
_ ~ Waterbodies
Riparian Buffers
_ Land Use Classification
~ High
• [_~ HrbPas
- [~] IndCom
C] Low
~• ~_~ Medium
- ~] Residential
. Forest
® ~

Limits of data provided by Stantec are outlined in orange
EcoScience
Corporation
1101 Haynes Street, Safte 101
Raleigh, North Carolina 27604
Ph: 919 8283433
Fax: [phone]
~;

Client:
North Carolina
Department of Transportation
Project:
Knightdale Bypass
Indirect and Cumulative
Impact Study
Nutrient Analysis
Wake County, North Carolina
Title:
Land use conditions based
on maximum build-out within th
study boundary for Year 2020
-- with the Bypass
Dwn By: Date:
MTC Mar 2002
Ckd By: Scale:
GRM As Shown
ESC Project No: 00-046.19
FIGURE

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SUMMIT
Consulting Engineers, PLLC GEOTECHNICAL • PLANNING • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT
November 27, 2006
The Louis Berger Group, Inc.
1513 Walnut Street, Suite 250
Cary NC 27511
Attention: Mr. Dean Hatfield, P.E.
Director of Transportation Engineering
Reference: Louis Berger Project: OR1012
Summit Project Number: 06-038
Description: Bridge on Wendell Falls Parkway (-Y101-) over Stream Crossing #3
Subject: Bridge Foundation Investigation and Design Recommendations
Dear Mr. Hatfield:
Summit Consulting Engineers, PLLC is pleased to submit this report of our Bridge Foundation Investigation and
Design Recommendations for the above referenced project. The purpose of this foundation investigation and
analysis was to determine the various soil profile components and the engineering characteristics ofthe foundation
materials, and to provide foundation design recommendations. This report presents a review of information
provided to us, a discussion of the site and subsurface conditions, and our foundation recommendations for the
proposed structure. The Appendix ofthis report contains a plan view ofthe site showing boring locations, boring
logs, appropriate cross sections across each bent, and a summary of laboratory testing.
I. PROJECT DESCRIPTION
The proposed bridge site is located at a northeast to southwest flowing, unnamed tributary of Mark's
Creek in eastern Wake County, North Carolina. The area on each side of the stream is undeveloped and
heavily wooded. A single span, ± 37.5 feet long, fill face to fill face, and ± 139 feet wide, out to out,
precast concrete arch bridge with a skew angle of 65°3'58" is proposed on -Y101-- over the unnamed
stream identified as Crossing #3. The precast arch bridge will extend from Station 99+91.76 to Station
100+29.26 on -Y101-. The approaches to the structure will require the construction of approach
embankments up to ± 17 feet above existing ground surface at end bent 1 and at end bent 2.
Page 1 of 4
1000 Corporate Drive Suite 101 Hillsborough, NC 27278 314-A South Madison Boulevard • Roxboro, NC 27573
Telephone [phone] Fax [phone] vrww.summit-engineercom Telephone [phone] Fax [phone]

II. PHYSIOGRAPHY AND GEOLOGY
The proposed bridge site is located approximately''/2 mile upstream from the confluence ofthe unnamed
tributary and Mark's Creek in a wooded, undeveloped area. The small shallow stream is approximately 5
to 7 feet wide from top of bank to top of bank. The creek bed in several places consists of mass rock. In
addition, several smooth faced rock outcrops were observed adjacent to the stream, particularly to the
south of the bridge crossing.
Geologically, the site is Located within the Raleigh Geologic Belt. The Raleigh Belt is a complex
interlayered and interfingered sequence ofhigh- and low-grade metamorphic rocks oriented in a northeast
trending belt. The rock sequence reflects several episodes ofdeformation during which igneous intrusions
of various compositions, sizes and ages were emplaced. Specifically, the site is located within the most
extensive intrusion called the Rolesville batholith.
The Rolesville batholith is one of the largest plutons in the eastern United States that crops out in
northwestern Johnston County and covers a large area in eastern Wake County. The main rock of the
intrusive complex is granite. Primary minerals include quartz, feldspar, plagioclase, muscovite, and biotite
mica.
The soils weathered from the parent bedrock are generally sandy soils consisting of an upper layer of
clayey sand or silty sand underlain by medium to coarse sand. The clay content within the soil profile
generally decreases with depth; whereas, the sand content generally increases with depth. A zone of
partially weathered rock is generally encountered above bedrock.
III. SUBSURFACE INVESTIGATION
A subsurface investigation was conducted in September 2006 utilizing a CME 550x, all-terrain drill rig.
The investigation was conducted in general accordance with NCDOT, Geotechnical Guidelines and
Procedures Manual and generally accepted soil and foundation engineering practices. Eight (8) borings
were located and advanced to depths ranging from 1.6 to 12.0 feet below ground surface, utilizing 3'/a" I-
D, hollow-stem augers, and NQ-2 core barrel. Soil samples were classified in the field by a qualified
engineer, and a representative number were submitted to our laboratory for testing. Rock coring was
performed at selected locations to define rock type and quality. The recovered rock was visually classified
and percent core recovery and Rock Quality Designation (RQD) values were determined in the field by
the field engineer. Water with no bentonite or other additives was used for drilling fluid.
Field reconnaissance, utility clearance, borehole layout and elevation control were performed by an
experienced Geotechnical Engineer. Cross section and soil boring surface elevations were referenced to
survey stakes at the site placed by Withers and Ravenel personnel.
IV. LAB TESTING
The samples obtained during the drilling operation were labeled, sealed, and transported to our
Hillsborough, North Carolina laboratory. All samples were examined and visually classified by a
Geotechnical Engineer. In addition to visual classification, representative soil samples were selected for
classification tests, including particle size analysis, AASHTO *T 88-93; liquid limit, AASHTO *T 89-93;
Page 2 of 4

plastic limit and plastic index, AASHTO *T 90-92; and moisture content, AASHTO T 265-86. The
results of these laboratory tests are summarized in the appendix of this report.
* As modified by NCDOT Material and Test Unit
Rock cores obtained from this site were visually classified, photographed and stored for future reference.
V. SUBSURFACE CONDITIONS
Details ofthe subsurface conditions encountered at this site are shown on the individual boring logs and
coring logs, as well as cross-sections included in the Appendix of this report. A description of the
subsurface conditions encountered at the entire site is presented herewith.
At each end bent location, alluvial soils consisting of brown and tan, very loose to medium dense, silty-
sand (A-2-4), were encountered. The alluvial sands varied from 1.6 to 7.5 feet in thickness and quickly
graded with depth to weathered rock and hard rock (granite). Auger refusal or SPT refusal on hard rock
was encountered in every boring drilled at this location at elevations ranging from 242.7 ft. at EB 1-A to
247.3 ft. at EB 1-B. At EB 1-D and EB2-E, the rock was cored with between 100% recovery and RQD
values of 100% and 99% respectively. The cored rock consisted of tan-gray, slightly weathered, hard
granite.
Groundwater was not encountered in four (4) of the eight (8) borings drilled at this site at depths between
2.5 and 3.8 ft. below ground surface. Borings EBl-D and EB2-E were checked after twenty-four (24)
hours and drilling fluid was in the hole.
It should be noted that groundwater levels at this site may vary due to seasonal and climatical conditions.
VI. FOUNDATION RECOMMENDATIONS
The data obtained from the field and laboratory testing was evaluated by a Geotechnical Engineer and the
feasibility of utilizing spread footing foundations was assessed at each bent location. Based on the
shallow depth to weathered rock and hard rock, spread footing foundations are considered suitable for use
at this site. General foundation recommendations for each foundation type are presented below.
Spread Footings
Based on the subsurface conditions encountered, spread footing foundations are considered reasonable for
support of the proposed bridge at each end bent 1. Spread footings founded on the weathered rock or
hard rock with highest possible bearing elevations listed on the following page should achieve a safe
allowable bearing capacity of ] 0 ksf. .
Page 3 of 4

- '
Location Estimated Embedment Elevation (ft)
EB I -A 242
EBl -D 248
EB 1-E 244
EB 1-B 245.5
EB2-A 245.5
EB2-D 246
EB2-E 246.5
EB2-B 246
It is anticipated that excavations through soil and weathered rock may be accomplished with heavy
excavation equipment.
Ground water should be anticipated during excavation and construction of the shallow foundations.
All rock or other hard foundation material shall be cleaned of all loose material and cut to a firm surface,
either level or stepped. All seams shall be cleaned out and filled with concrete, mortar, or grout. All
loose and disintegrated rock and thin strata shall be removed. The rock surface shall be left in rough
condition, so as to form an adequate key against lateral movement of the footing.
VII. CHANGED CONDITIONS
Should plans for the proposed bridge be changed from those used in preparing this report,
Summit Consulting Engineers should be provided the opportunity to review the
recommendations in this report for either possible changes to the report or verification of the
information in the report.
VIII. DISCLAIMER
Summit Consulting Engineers has prepared this report for your use in accordance with generally
accepted geotechnical engineering practices. Analysis, conclusions, and other work produced by
Summit Consulting Engineers are instruments of service for this project only. Summit Consulting
Engineers' assignment does not include, nor does this geotechnical report address the
environmental aspects of the particular site.
Respectfully submitted,
SUMMIT CONSULTING~,~i~'l~R,~j PLLC.
.~ ~ ~ 1 ~,
,,~~ • e~cr9agpe®an ~/~'A ~j',
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Don Dewe P.E. ~ SEAL
Y, ~ 2Q} ~0 =
Manager, Geotechnipl S ices ~~ a'1-~~ ~
a,,~~~~~`Unirn N~~*~~, Page 4 of 4

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SUMMIT PROJECT 06-038 I.D. NO. OR1012
COUNTY WAKE
PROJECT DESCRIPTION BRIDGE ON
WENDELL FALLS PARKWAY OVER
CONTENTS
LEGEND ... SHEET 2
BORING PLAN ... SHEET 3
CROSS SECTIONS ... SHEET 4.5
BORING LOGS ... SHEET 6.9
LAB RESULTS ... SHEET 10
INVESTIGATED BY: SUMMIT CONSULTING ENGINEERS
DATES NOVEMBER 22, 2006
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Ed
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kdT • ROOF ifYlpExiS a SINFACE ISM TxEMI ORIGAIAI POSItNW AIO OIStOpEO FFa
MtID A LATER BEMING SIIMIA
t
~ •• NIOQJ fAwITOO ROD14.MBr FELOS-NK ARE GIRL ANQ pSGaaEdsaE 96Y aAr. ROCK xAf PaExr wtERUa.
FAIR TO
POOR WSExAE
AS A ExCELLExt TO 6000 FAIR TO POOR E0 7pE D
PERCxEO wtERSARM DUL 50110 UNa:R IANER BOYS aD Sx0Y5 SIpRfIUNi LOSS p StRENGrx AS COIfaEO ROOD RAW sJ'J • Lao BORQERING A SiPEAN,Bll11 OF SEpMENtS OEPOSIIED BY
POp1
SI~~ SPRNO OR SEEPAGE YITx fRESN ROCK. IxE STREAM,
P.I.Oi A•7•S 5 LL. • ]B I P.I.Of A•7.8 > LL. • 30 ~ °° NmEMTELr ALL ROCK Ex0EP1 OYMIS OISC0.0RE0 OR 4GMEd W pNIRt00 ROOK.ALL fEt05PAR4 OIA.L
a0 OISC0.0RE0 ANp A NAJOMTr 91011 KaaWIEATIOR RO01 SxDYS 9EvfAE L045 OF 4TRE/Otx
i01YNla fNJ • A NY4ABLE GE0.0GIC iMi Iwl CM BE RECOGM2ED Arp iRACEO W
T Y M LL SErERE
AOdSErJ aD [AN BE ExGwrED Yltx A GEO.OGKiS PI04 ROCK WrES AUMC'SWO IAEII SiRCf. TIE FIELD.
MICE 6 4tM0Y0 OF IlOOIFIIEO
PRNMRY SOR TYPE COxPKTIESS OR PEIETMTMN RE4KIEACE CpfIESSIYE StRENGTx RDAOWIY EMBANKMiNI ~ 9Pi rESr BORIC SAIfLE f TESrEd YOUR YIFLQ SPi 1[f16A1. ~ • FRACIIlE IN ROdt ALpC Wa MD APPIECMBLE IgYEIENT IYS OCCURREd
COx514TExtr N• I ITOMS/FF I Ylix 50L OE9GAIPTIa LESIfNMTip6
SEK~ ALL POpS FztEP1 OIWIt7 OKCOIAREO M SGIEO,ROCK FABRN: 0.EAR A16 EvOExr eur PEACE
LEDGE • A 51ELFiIKE RODE OR PROJECta OF RODt IAOSE r11O1ESS IS 4KaL COMPARED t0
vERY L009E a 5pL S)v6a AU~R BORNC 4• BIaK 4AIfLE
® ISEYJ Ix SfRENGix ro STADYG SOk. W CRaNlt00 ROCKS Au FEL05PAR5 AIIE KAOLWIiE0 10 SOLE
iS OF STRpIG ROCK u9MLtr RENAW
iRA
t Ito urERN. ExtExr.
GEtEMLLY LOOSE 1 IO 11 .
pEN
Ezftx
. 4pE
LS) TAI A+f
R
5 S!7
A
lEl6 • A BOOT 6 SOL OR ro0( twi NIM6 ar W pE OR MME OMEC11016
GRANUM wYA
NEOIW OEA6E 11 t0 70
~~ ~ t0 ~ MTfICIAL SILL OtIER TxAx ,1, SS• SRII sPOa
r CORE BORIxO gAApLE
ROADwr E16aNIExrS y R P
L
f TESTEa rL
0
YERr SEvERE 0.L ROOt EIEEPi OIYw1t OKCOLORED dt SralEd RODt FABNK ELEMENTS aE dYEAIRBtE BUr
MIRED aOIJ• NOEOaalY MMEO YIEN SPOrS OF OIFFERENf CaORSMOThMO IX
rEf POpI AEMIa AIO LACK Ds fAOO DMILYE
WOx{pESIvEI Y WTx par fMbEN14 r LIROC ROOt
CED 10 SOIL Sur04
iF
T
r REd .
SOILS u51IALLr IOIU
YERr OEMSE 191 St• 9ELBY TORE
N
- ,
IvEt
l
EC
N.SErJ TIE LASS IS E
rwt p
r MIQII PERpEO wrER • wtER wWtAlm ABOVE TIE xO1NL pIg10 LATER LEVEL h TIE WESExCE OP AN
-
~ . NiERREO SOIL BOIIgA
Nif •
9M0.E a
RFwIxIIO. SAPRpLIfE IS AN ExAl1LE 6 ROCK YEAIxEREO ro A OEfAEE 9UDI MT
~ tt N.75 xaI1pIIN0 YELL
O VESTIGES OF 11E d11fiMIAL RODI fABRN: REw1a f iESTFd YLn05 mr N NaLS t 181 RPF pt
INTERYFNIxG IfERYl01R Sr
GENERALLY 9oir 2 r0 1 1.75 10 1.S
IEDILN StlFf 1 TO / L3 t0 I
t R4• ROCK SAIfLE
IMF' IFERAED ROCK LINE
~ PIE2pETER CpfLETE RpDI REaCE0 10 SQL. RODt FABRIC NOr 014CEMKLGpt p9CtlWIRE Oar W SHALL a0 ' SOL fORIED W RACE 8Y TIE IEAr1ERIQ Di 8004
•Mr
SL
rwtERIAL LfIFf / t0 K
I f0 2 IMStALLAtIa Rr• REC01'ACTEO
+••••* ALLWIAL SOIL BOl10ARY
SGrtEREO LOx[ENTMtONS, pIMT2 LAY BE PRESENT AS DIKES OR 4TRNCERS SMI10.1TE K
pppl pAalTr OESNAMTIa At00J • A IfASUE Of ROOt pALITr QESCRIBEO Bra f01AL LENGix OF
COESIrEI VERY STIFF IS t0 10 2 t0 1 ~~~ SAME
SOPS IMIIGTOR
~ ALSO M EzAMPLE. ROCK SEfNExlf EOUAt 10 OR pEATER rMAN 1 HIDES OIr0E0 Br IxE TOTAL LExGTx OF tpE RUN
TWO 771 N 71A1! OIP/gP pRECTIa Oi
INSTALLATIa CBR • CBR SAMPLE K EzPRES9ED AS A PERCExiAGE.
T %T A N ~•-- RxK sfaltrlMES o- sPr x•wltuE
A
wo SPECIEM REQUIRES
A
Of
I
ENTAILS 6APJ• RESC1Ya SOk Wa BEGINS fxE RELIC SfRILrUIE OR fABRN: r 11E
I
K
xG
E
rERr MIO GN01 BE SCRLTpEO Br qrE OR SMIM PCL I PARExr RO04
d5 STd SIErE SIZE 1 11 N BB 2N 771 • • SPICING 800 ~S~- SPI REFUSAL $EYERAL NAAO ROY4 OF TIE GE0.0GISr4 PIp4 ~• • AN WTNKIA4 BOGY Of M)EOUS rool of MPRDxlwlar IWIfOM rxICKIESS AxD
OPENING NAa 1.76 7.1 1A2 1,20 1at7s us] xAro Eat BE SCMTrJED Ir xNIFE OA NIX par Nix OffNJx,TL xW0 xAMIER aOYS REQARED RELAIILELr tMx CpfMEG Nlix Ir4 LAtERAI ExTEx1, Wa xA4 BEEN EIMLACEO PARALLa
Y A 10 [EIAa xaq SfECIEa 10 TIE IEODING 09 SCM510SIrr OF TIE WtAl0E0 ROCKS
COARSE FINE
BOU.OER COBBLE garEt Slli aAr
5a0 4aC M • AUGER REfUSia PMT • PPESSWEIEtER rESr IODENAIar CM IE SCMICxEO BY wrE OR PN]4 GOUGES OA fAOOYES 10 17S IEIES DEEP CAN BE
SLNkEIbOE • POLI4E0 AIO SNIATEO SURFACE Iwt RESaTS fNpl FRICtIa ALPO A FAat pl
~~ COBJ IORJ SSE.SOJ f 6LJ ~ Br • IORING TEMNNrE0 9d • SAN0.5a0Y IIaO EzGYA1E0 Br xARO BLOY OF A fEaOWSTf PNOL xAxO SPECIIENS CM BE pETApEO gyp' IY ,
14 1JM5
25 1
M ]IS 79 LI e
M a.• aAr sL.• SILT,SILix Br MCUEMIE BLOYL
SrANQAro PE/EIMTpI TEST fEIE1MTa RE4141ANCEIgPtI • NaBER OF BLOK M OR BAfJOF
,
,
p
IN
' CPT • COTE PENEi1MfI0N TEST AI. • 9LIOrtLr MEDAW CAN BE 4ROOYEG OR GOIICEO US WDES DEEP 1r FNW PIES41/E OF KNfE OR PM% roWT. A IN LdxaAER FAUIIG >• I[IES REaME0 10 PnOdICE A PEIETMra OF 1 1001 IMO SOIL YIM
7
412E 14 u CSE. • COARSE TCR • iRICpE IEFISAL LIMO CAN BE ExUYATEO W 9xAtL CMPg ro PEKES I MEx wutIMUM SItE Br Iwo BLOYS OF hE A 2 IOI a1510E WASTER 40.11 SPOpI YAgER 9Pr REFIAAL K LEA txAN al F0p1 PEIETINIa
T AT T aT • OLALpEtER TEST '~' . pRT YENNIT rolxl OF A GE0.0GKt5 PICR Ylrx 61 BLpK.
Shc NWSrUE SCALE FIELD MIISTURE p10E FOR FIELD xOKTUE OESCRMTIa pPi • OrxANlt PENETMTIa TEST ~y ~, URr YENNT
A • YOM) MIIO /d 9air FJW BE DROVED OA GOIIOEO REAOkr 8r KNN'E 00. PNk. Cal BE EKCAVAlEO W fM6ENI4 SiMU tpE RFCOEM ISIEU • rotAt LENGM OF SONG w1ERML RE[Or0E0 WIROEO Br iD1AL LEIGfx
af7ERBERO LWn81 OESCRIPIa f. • f INi Y • MWSTURE COxrExt fAa Cxls t0 SEYEML IDES W SISE Br xOQERATE BLOYS OF A NCK PWNt. SMALL, rxlx p SIMta A16 EIPRESSEO AS A PERCEx1A0G
FOSS • F095RIFEROU4 Y. • rERr P1CE5 CM BE BAOIEx at iIOER PRE4A/E.
51M1A ROOt pALllr OESItMIa ISADOJ • A MY19FE OF 8001 0Jalrr dStlgBEO Bn
• yItIMMffi0 • u9ualr LI01114YERr YET,1191aLr ~•' fMC11/1E0 KI • YNE PEAR IESf rERY CAN BE CARTED hix nlfG CM BE EKCARLTEO REAOar NM PONIi Of PIp4 PIECES I INGx IOIAL LE16Tx OF ROLL 9EOENTS NMx A SIMTIN EDUAL r0 OR fEEATEII txal 1 ICES WYREO Ir TIE
1$A1J fRa BELOY INS GROUO wiER TAILS FRAGS, • FRApENt4 SOFT OA 161E W 1MCIOESS CAN IE MIO1Ex Ir fICER ME9911RE. CAN BE SCMICxEO REAOLr Br IOIAL LENGTH Of S1IM1A aO EzfRE9SE0 AS A PERQMIApE,
LL LIOUlO LWIf NEd • MiORN Fit FACE SORB uAMLLY tOxtAWIxG OAGMIC wItER
IMSQIL tt
v• 4u
KrK 9ENI50.1WREa1ES DRYING 10
I N f T .
_
RAIOE • LE
• m AttAlx OPfNAN M1141L11E
•II TEBtl gpg~ IEBtl RiArN t4AfB(1 Survey slake by YYrlher and Ravenel at statlon 99+63.58,
PL R.ASnC Llxn ALYRER TrPFa
akL pRTSI AONWCNO T00.k rEM fMCKLT IEDOED > 1 FEET
YfRY NOE NpE f11W 11 FEEL
•Y101- 63 00 Ft Rt
. PIWSI . IN 50.14 Ai OR ISM OPTIMN IOKTURE
pl OPIIINN IOILTWE ^aAr alts ^ AutoMIC ®AwxAAL ~ ] 10 M fEEt rxlDar MOQEO LS • 1 fEEr
1xNar IEODEO TAB • 4S FEEL ELEVAT(OHI 249.26 ft.
A SNRIAIAGE LIRr ^ NOBLE B• _
S Ral AIxER
IN
O
^ IIOOEMIEIr DOSE 110 ]FEEL
0 00
a0fE 1~Mi t0 I FEET
k
x
~
~
~ NOTESs
REOUIRE4 AaII110NAL w1ER ro A
U
PCON
CORE WIG • V] FEEL
I.
Ix
Mt
IA
II
0.
VERY [LOSE tE~ txAR 1,6 FEft
<LIM FEET
~ 41
ATTAIN OPtIMN MOKtuRE ^
~'S1 ®t1010Y AUGERS ^•B_ MNar LaIiNtEO
A Y ^ txE•IS ^ IBro FACED FIOER BITS ®•N G•2 Fpl 9EOMENtARr RO014, WaMra K TIE xAR(ENNO OF TIE w1ERUa 1r CEIENIWG,xEAr,PRF551NE,E1G
0.ASTN;IIr IOEx LAN ORY SiRENGix ^ ruldtJlatMDE p6ERr5 ^*_
R1MI10 vlnl iNOER FREES MMEROUS fAAl161
NpPtA4rIC 13 rERY LOY
ar
S ®CM:•551
^ CA4IC ^ vi AOWYEER FRIAkE
OExttE BLOY BY xwCl d4WtE0RATES 4A1iLG
t
LOY RA4tClir 1•IS NYO 700.4
PEdPLA4TIClfr 18.25 MEDIp1 ^ PpITALE MRSt ^ rRIC01E '41Ea tEEix 1057 MaE WWER AOOEMtEtr IN01WLtED ORAIxS tAx r 9EPAMtEO FRa SaRE NM 41Ea PROBEI
Ma PLASTKITr 2S QR NpE Ma BREAKS EASLr PIER MT Nix IIa1ER
^ rMCOIE • 1110.{MIS. xA10 AIfJER
^ ODER
n01wAfE0 p+AWS ARE pIFFN]al ro sErARAIE Ynx SrEa PRdEt
Sa-apa ~
^ GORE MT WFFI[al ro BREAK Ntx IMIAER.
OE9UM'iMSR3 Tar MIalOE CatR Da CaOR COIBIwilOxS nM,REdrEt•9ILBLYE•GMn
OTTER ^ OBER ~ STEM IESt
^
ExtlENar MWMTEO SINN IwNER 1LOYS REOINREO 10 BIIEK 4AIfL4
IOpIFpERS SUOI AS LIai, GAIN, 4tAEAKEdEtG ARE U5E0 TO OESCRNE APPEARANCE. SafLE 11EAKS ACROSS ORLWS.
RENSt0 01/6100
SHEET 2

9~~0
0
EXISTING TOP OF BANK
rl el , wO00E0 ~~~~
ti ~
End Bent 1
EB1-A
EBl-D EB2-A
EXISTING TOP Of BANK
EBl-E EB2-D
EB1-B 82-E 101,0
0
End Bent 2
EB2-B
~o~ WOODED
SKEW 65°~3' 58' (TYP,I
EXPOSED ROCK SURFACE
0 50 100 BORING LeCAT I eN D I AGRAM SUMM I T
BR I OGE ON WENDELL FALLS PARKWAY ( - Y 101- ) Consulting Engineers
SCALE IN FEET OVER STREAM CROSSING 3
DATE = OCT, 06 SCALE ~ 1'50'
WAKE COUNTY roe= 06.038 ooN= Dwrl
/~~ •1~rT n
~nCC i ,3

..:Y.1.0.1 :......................................................................................................................................
............................................................................................................................................ .
I
EB2-A E62-D EB2-E EB2-B
....................................................................... 6FR: • ~I00 +•5V~: 4..............6TA.,...1.00 .. q 1.,.q..................~...................STA'.~ ~ 100' +'1'5~.1~.............. STa: ~ 99'+~ 98:9.......................................................................
63.0 FT. LT. 28.5 FT. LT ~ 28.2 FT. RT. 63.0 FT. RT,
GROUND SURFACE
250.0 _ _._~...-.--.-.--.~ /
............................................. W. .
ALLUVIAL TAN AND BRO N
248.0 SILTY -SAND
8/30/06
246.0 - - - -, _ ~a0i.
................................../rr_ Iii-..,...~..~_///_ .....
/ir- /ir_
LOOSE. MpIgT ;~:
(A-2.4) ~
.................. 4 ~.» . ............. \ .................... .
''r ~ ~ ' `.. 9/ 12/06
.;:.
::-~ 246.6
_ ---- ~__
............................. .. ........................... ............................ ............ 250.0...
~
~
~ GROUND SURFACE
...
..........................
.............248.0 ...
................
.
. .
ALLUVIAL -TAN ....
-~ ........................
- - - - - .

SILTY•SAND
"`~
.;;.
AND BROWN, LOOSE _ _

__-- )0ei.s
::°.
(A-2-4) , MpIST
246.0

/ii_
SLIGHTLY WEATHERED.
................................ HARD. GRANITE
...........................
............................ 244.0
.......................
244.0 TAN, GRAY. BLACK, MODERATELY SEVERELY TO
...............................................................................................................................................................
242.0
...............................................................................................................................................................
240.0
...............................................................................................................................................................
242.0
..............................................................................................................
240.0
..............................................................................................................
238.0 238.0
............................................................................................................................................................................................................................................................................................. .
236.0 236.0
............................................................................................................................................................................................................................................................................................. .
0 4 8
VERTICAL SCALE [N FEET
0 20 40
.............................................. HORIZONTAL SCALE IN FEET .....................................................................
SHEET 4

..:Y1(d1 ........................................................................................................................................
.............................................................................................................................................
EB1-A EB1•D EBl•E EB1•B
..................................................................................STA...la0.f 18.2..........S•TA~: •1.00+02•:6....................... STA:~~99+$3': 1........................ST~A:~'99'+'63:6......................................................................
51.6 FT. LT. 71.01 FT. LT. ~ 21.0 FT. RT. 63.0 FT. RT.
- GROUND SURFACE - -
250.0 ........../~. ,
ALLUVIAL -BROWN
1
248.0 ....................................................................~.J 2
246.0 9/12/06
244.0
242.0 ''-----------_~
.........................................................................................
WEATHERED
AND TAN. VERY
(A-2-4)
9ei.
~~~ 11~/
~ ~I1
/ / ~. ~ ~1
C, ~~
Q/ ll........... .
//~I~ TANS GRAY,
-~_/// ~~- = 190/.2 II~/
240.0 ///_ ///_ ///_ ///_ ///- ///- ///_ _ ///-
.........................................................................................................................
1............
.. STUMP HOLES
..............................
.. I
..
.
. .....................
.......
.......
... .......250.10...

~
~ j : ~
~
GROUND SURFACE
~
OSE _ _
--_
0 r
.:;, --
`----
\ TD MEDIUM

....
...........................
..
..•
r:'
..,~ ~ /1

. Q ........
. ..
.. ::

:
: WET. SILTY SAND (A-2-4)

.... ......1 ................................................
.1 248.0

..................
~ ~
~ r

\ ~ 14

~
::•.
, .'
..•. M O 1ST T 0 ~ ~ ~
,;~ ~//_ ///_ ///_ ///_ ///- ///_ ///- 246.0

.... 9ei9
1
_
_
~ /ir_ /i ..•.
-:: ~ ~~~ 1
............ . ...~ . ~~~~............................... ..... ............................................................. ......244.0...
242.0
........................................
BLACK MODERATELY SEVERELY TO SLIGHTLY WEATHERED HARD. GRANITE
240.0
..................................................................................................................................................................
238.0 ~'~. 238.0
............................................................................................................................................................................................................................................................................................... .
236.0 236.0
............................................................................................................................................................................................................................................................................................... .
0 4 8
VERTICAL SCALE IN FEET
0 20 40
............................................... HORIZONTAL SCALE 1N FEET .....................................................................
SHEET 5

SUMMIT
Consulting Engineers
SUMMIT CONSULTING ENGINEERS
BORING LOG
Par.F 1 nF 1
PROJECT N0. 06-038 Ip. OR 1012 COUNTY WAKE GEOLOGIST DON DEWEY, PE
SITE DESCRIPTION BRIDGE ON WENDELL FALLS PARKWAY (-Y101-) OVER STREAM ~3 GROUND WATER {FT)
IN N0. EBI-A BORING LOCATION STA. IDD+18.2 OFFSET 51.6 FT LT ALIGNMENT -Y101- 0 HR. DRY
COLLAR ELEV. 25D.2 FT NORTHING 735,676.95 FASTING 2,171,018.11 24 HR. 3.7
TOTAL DEPTH 9.3 FT DRILL MACHINE CME 55DX DRILL METHOD HSA HAMMER TYPE MANUAL
DATE STARTED 9/11/06 COMPLETED 9/11/06 SURFACE WATER DEPTH N/A
ELEV. DEPTH BLOW COUNT BLOWS PER F001 SAMP. . L
(F1) (FTj 0.5 FT 0.5 FT D.5 FT 0 20 40 60 80 1D0
N0.
Ma D
C Sal AND ROCK DESCRIPTION
250.2 GROUND SURFACE o.o
249.2 1.0

46.7

.5 1 1 1
p. M

•..

•.•.
'';;

LLUVIAL -BROWN AND TAN,

T

3
5
6
SS-1

.'~: VERY LOOSE
O MEDIUM
DENSE, MOIST TO WET,
SILTY-SAND (A-2-4)
244.2 6.D
3 5 6
u W

242.7 7.
241.7 s.5 WEATHERED ROCK - (GRANITE)
100 .2 240.9 9.
100/2 BORING TERMINATED BY AUGER
REFUSAL AT ELEVATION 240.9 FT.
ON GRANITE.
SUMMIT
Consulting Engineers
SUMMIT CONSULTING ENGINEERS
BORING LOG
PAGF 1 OF 1
PROJECT N0. 06-D38 ID. OR 1012 COUNTY WAKE GEOLOGIST OON DEWEY, PE
SITE DESCRIPTION BRIOCE ON WENDELL FALLS PARKWAY (-Y1D1-) OVER STREAM d3 GROUND WATER (f T)
IN N . E61-D BORING LOCATION STA. 1D0+02.6 OFFSET 21.0 FT LT ALIGNMENT -Y101- 0 HR. DRY
COLLAR ELEV. 250.6 FT NORTHING 735,659.46 FASTING 2,170,988.68 24 HR. ~
TOTAL DEPTH 12.0 FT DRILL MACHINE CME 55DX DRILL METHOD HSA HAMMER TYPE MANUAL
DATE STARTED 9/12/06 COMPLETED 9/12/06 SURFACE WATER DEPTH N/A
ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. ~ L
(FT) (FT) 0.5 FT 0.5 FT 0.5 FT D 20 40 60 80 100
NO.
Ma 0
c SOIL AND ROCK DESCRIPTION
2~.6 GROUND SURFACE D.
ALLUVIAL -BROWN AND TAN
249.6 1.o ,
6 8 92 .1 u MEDIUM DENSE, MOIST,
24x.6 SILTY-SAND A-2-4 zo

100/.6
. 247.1 WEATHERED ROCK - (GRANITE) 3.5

,~
.~
TAN-GRAY, SLIGHTLY WEATHERED,
~` HARD GRANITE
i' STRATA REC = 100%
STRATA RQD = 100%
.....................
i~
,~

238.6 12.0
CORING TERMINATED AT ELEVATION
236.6 FT. IN HARD GRANITE
~ NOTE: CORING FLUIDS IN HOLE AT
24HR. GROUNDWATER READING
SHEET 6

SUMMIT
Consulting Engineers
SUMMIT CONSULTING ENGINEERS
BORING LOG
PAGE 1 OF 1
PROJECT ND. 06-038 10. OR 1012 COUNTY WAKE GEOLOGST DON DEWEY, PE
SITE DESCRIPTION BRIDGE ON WENOELL FALLS PARKWAY (-Y101-) OVER STREAM ~'3 GROUND WATER (FT)
IN N . EBi-E BORING LOCATION STA. 99+83.1 OFFSET 21.0 FT RT ALIGNMENT -Y1DI- 0 HR. DRY
COLLAR ELEV. 248.7 FT NORTHING 735,634.D7 FASTING 2,17D,949.65 24 HR. 3.0
TOTAL DEPTH 4.5 FT DRILL MACHINE CME 550X DRILL METHOD HSA HAMMER TYPE MANUAL
DATE STARTED 9/11/06 COMPLETED 9/11/06 SURFACE WATER DEPTH N/A
EIEV. DEPTH BLOW COUNT BLOWS PER FD01 SANP. ~ L
(FT) (f T) 0.5 FT 0.5 FT 0.5 FT 0 20 40 60 60 100
N0.
M01 0
C SOIL AND ROCK DESCRIPTION
2a6.7 GROUND SURFACE D
247.7 I.D
3 5 9
1~ ..
SS-2 ~+ ALLUVIAL -TAN AND
BROWN, MEDIUM DENSE,
245.2 3.5 MOIST, SILTY-SAND (A-2-4)
6 94 ,1 - 244,1 4.0
loo/.6 2442 GRAY AND BLACK, MODERATELY 4.s
SEVERELY WEATHERED, GRANITE
BORING TERMINATED BY AUGER REFUSAL
AT ELEVATION 244.2 FT. IN MODERATELY
SEVERELY WEATHERED GRANITE
SUMMIT
Consulting Engineers
SUMMIT CONSULTING ENGINEERS
BORING LOG
PAGE 1 OF 1
PROJECT N0. 06-036 ID. OR 1012 COUNTY WAKE GEOLOGIST DON DEWEY, PE
SITE DESCRIPTION BRIDGE ON WENDELL FALLS PARKWAY (-Y101-) DYER STREAM A3 GROUND WATER (FT)
IN N , E81-B BORING LOCATION 5TA 99+63.6 OFFSET 63.0 FT RT ALIGNMENT -Y101- 0 HR. DRY
COLLAR ELEY. 249.3 FT NORTHING 735,608.90 FASTING 2,110,911.17 24 HR. 2.5
TOTAL DEPTH 3.5 FT DRILL MACHINE CME 55DZ DRILL METHOD HSa HAMMER TYPE MANUAL
DATE STARTED 9/11/06 COMPLETED 9/11/06 SURFACE WATER DEP TH N/A
EIEV. DEPTH BLDW COUNT BLOWS PER FOOT SAMP. ~ L
D
501
AND ROCK f~SCRIPTIDN
(FT) (FT) 0.5 FT 0.5 FT 0.5 FT 0 20 40 60 80 100 ND M01 G 1
249.3 GROUND SURFACE o.
246.3 I.o ALLUVIAL -BROWN AND TAN,
3 4 96 .1
100/.6 1~ LOOSE, MOIST, SILTY-SAND
247.3 A-2-4 2.0

245.6 3.5 ~~
o ~ 245.6 GRAY AND BLACK
MODERATELY 3.5
Lao o / ,
SEVERELY WEATHERED, GRANITE
BORING TERMINATED BY AUGER REFUSAL
AT ELEVATION 245.8 FT. IN MODERATELY
SEVERELY WEATHERED GRANITE.
SHEET 7

SUMMIT
Consulting Engineers
SUMMIT CONSULTING ENGINEERS
BORING LOG
aar,F 1 nF 1
PROJECT N0. 06-038 ID. OR 1012 COUNTY WAKE GEOLOCI51 DON DEWEY, PE
SITE DESCRIPTION BRIDGE ON WENDELL FALLS PARKWAY (-YI01-) OVER STREAM N3 GROUND WATER (FT)
IN N . E62-A BORING LOCATION STA. 100+57,4 OFFSET 63.0 FT LT ALIGNMENT -Y101- 0 HR. DRY
COLLAR ELEV. 250.7 FT NORTHING 135,666.11 FASTING 2,171,051.66 24 HR. 3.8
TOTAL DEPTH 5.0 FT DRILL MACHINE CME 550X DRILL METHOD HSA HAMMER TYPE MANUAL
GATE STARTED 8/29/06 COMPLETED B/29/06 SURFACE WATER DEPTH N/A
EIEV. DEPTH BIOW COUNT BLOWS PER FOOT SAMP. ~ L
(FT) (FT) 0.5 FT 0.5 FT 0.5 FT 0 20 40 60 80 iD0
N0.
Ma 0
G Sal AND ROCK DESCRIPTION
2~,7 GROUND SURFACE D.
249.1 1.0
2 3 2
5
SS-3 M ALLUVIAL -TAN AND

BROWN
MOIST
LOOSE

247.2
a.5 ,
,
,
SILTY-SAND (A-2-4)
2 3 91 .1 M
, •:
~~'~

246.2 4.5
.................100/.6 •• 245
7 5
0
.
.
GRAY AND BLACK, MODERATELY
SEVERELY WEATHERED, GRANITE
BORING TERMINATED BY AUGER REFUSAL
AT ELEVATION 245.7 FT. IN MODERATELY
SEVERELY WEATHERED GRANITE
SUMMIT
Consulting Engineers
SUMMIT CONSULTING ENGINEERS
BORING LOG
PAr,F t nF t
PROJECT N0. 06-038 ID. OR 1012 COUNTY WAKE GEOLOGIST OON DEWEY, PE
SITE DESCRIP110N BRIDGE ON WENDELL FALLS PARKWAY (-Y101-) OVER STREAM ~3 GROUND WATER (FT)
BORING N0. E62-D BORING LOCATION STA. 100+41.4 OFFSET 28.5 FT LT ALIGNMENT -Y101- 0 HR. DRY
COLLAR ELEV. 249.9 FT NORTHING 135,645.28 FASTING 2,171,025.09 24 HR. pRY
TOTAL DEPTH 4.0 FT DRILL MACHINE CME 550X DRILL METHOD HSA HAMMER TYPE MANUAL
DATE STARTED 9/8/06 COMPLETED 9/8/06 SURFACE WATER DEPTH N/A
ELEV. DEPTH BIOW COUNT BLOWS PER FOOT SAMP. ~ L
(FT) (FT) D.5 FT 0.5 FT 0.5 FT D 2D 40 60 80 la)
No.
Ma 0
c Sal AND ROCK DESCRIPTION
pgg,g GROUND SURFACE a.
24a.9 1.D ALLUVIAL -TAN AND BROWN

1
2
2
+............
M ,

VERY LOOSE, MOIST,
246.4 SILTY-SAND (A-2-4) 3.5
4
246 3
5
. . IDO 0 245.8 GRAY AND BLACK
MODERATELY 4.0
Lao/o ,
SEVERELY WEATHERED, GRANITE
BORING TERMINATED BY AUGER REFUSAL
AT ELEVATION 245.9 FT. IN MODERATELY
SEVERELY WEATHERED GRANITE
SHEET S

-_ SUMMIT
' Consulting Engineers
SUMMIT CONSULTING ENGINEERS
BORING LOG
Par,F 1 nF 1
PROJECT NQ 06-036 ID. OR 1012 COUNTY WAKE GEOLOGIST DON DEWEY, PE
SITE DESCRIPTION BRIDGE ON WENDELL FALLS PARKWAY (-Y101-) OVER STREAM ~3 GROUND WATER (FT)
BORING N0. E62-E BORING LOCATION STA. 100+15.1 OFFSET 28.2 FT RT ALIGNMENT -Y101- D HR. DRY
COLLAR ELEV. 249.5 FT NORTHING 735,6D9.91 FASTING 2,170,973.27 24 HR. ~
TOTAL DEPTH 11.0 FT DRILL MACHINE CME 550X DRILL METHOD HSA HAMMER TYPE MANUAL
DATE STARTED 9/8/06 COMPLETED 9/8/06 SURFACE WATER DEPTH N/A
ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. ~ L
0
SOIL AND ROCK DESCRIPTION
(FT) (FT) 0.5 FT 0.5 FT 0.5 FT 0 2D 40 60 BO iD0 No. Ma c
449,5 GROUND SURFACE D.
24x.5 l.o ~" ALLUVIAL -BROWN AND TAN

1
2
2

1

S5-4
M ,

LOOSE, MOIST, SILTY-SAND
, .. `
• ~A-2-4)
•
' 3.
24x.5
,
~
.~
,.
~ ~ TAN-GRAY, SLIGHTLY
WEATHERED
HARD
,,
~ ,
,
GRANITE
~' STRATA REC = 100%
~ ` STRATA RQD = 99%
,~
~~
238.5 n.0
CORING TERMINATED AT ELEVATION
238.5 FT. IN HARD GRANITE
~ NOTE: CORING FLUIDS IN HOLE AT
24HR. GROUND WATER READING
SUMMIT
Consulting Engineers
SUMMIT CONSULTING ENGINEERS
BORING LOG
PAGE 1 OF 1
PROJECT N0. 06-038 ID. OR 1012 COUNTY WAKE GEOLOGIST DON DEWEY, PE
SITE DESCRIPTION BRIDGE ON WENDELL FALLS PARKWAY (-Y101-) OVER STREAM ~3 GROUND WATER (FT)
GRIN N . EB2-B BORING LOCATION STA. 99+98.9 OFFSET 63.0 FT RT ALIGNMENT -Y101- 0 HR. DRY
COLLAR ELEV. 247.9 FT NORTHING 735,589.95 FASTING 2,170,940.53 24 HR. DRY
TOTAI DEPTH 1.6 FT DRILL MACHINE CME 550X DRILL METHOD HSA HAMMER TYPE MANUAL
DATE STARTED 9/6/06 COMPLETE0 9/8/D6 SURFACE WATER DEP TH N/a
ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. ~ L
0
SOIL AND ROCK DESCRIPTION
(FT) (FT) D.5 FT 0.5 FT 0.5 FT 0 20 40 60 80 1D0 ND. Ma c
247.9 GROUND SURFACE o.D
246.9 l.o
•..
•r.
' ALLUVIAL -BROWN AND TAN,
1 9s .I I ~ M :~: 24s.3 VERY LOOSE, MOIST, t6
ILTY-SAND A-2-4
..100/.6
BORING TERMINATED BY AUGER
REFUSAL AT ELEVATION 246.4 FT.
ON GRANITE
SHEET 9

LBG Project #: OR1012
Summit Project #: 06-038
Site Description: Bridge on Wendell Falls Parkway over Stream Crossing #3
County: Wake
SUMMARY OF LABORATORY RESULTS
Boring
No. Sample No. Depth
Interval % Pass
#10 % Pass
#40 % Pass
#200 Coarse Fine
Sand Silt Clay LL PL PI %
M AASHTO
EB1-A SS-1 3.5 ft. to 5.0 ft. 92 65 26 50 30 10 10 NP NP NP - A-2-4 (0)
EB1-E SS-2 1.0 ft. to 2.5 ft. 98 52 29 57 18 15 10 22 19 3 - A-2-4 (0)
EB2-A SS-3 1.0 ft. to 2.5 ft. 87 56 34 53 16 17 14 22 NP NP 6 A-2-4 (0)
EB2-E SS-4 1.0 ft. to 2.5 ft. 94 58 31 53 19 19 9 NP NP NP 7 A-2-4 (0)
.,
E
10

-•• -•• -~~-- ~......... J1Jl1JJV~V NI:UtNK PAGE 02/04
.O~pF W a r~q~~
>_ ~
Q ~
Michael F, Fnvley, Governor
William G. Ross Jr., Secretary
NoN- Carolina Department of Environment end Natural Resourecv
Alan W. Klimek P.E. Director
Division of Water Quality
July 27, 2006
Mr. Bruce R. Thompson, II
Parker, Poe, Adams, and Bernstein
PO Box 389
Raleigh, NC 27602
Dear Mr. Thompson:
The purpose of this letter is to update the Division's letter dated July 13, 2006 describing the application
process for the proposed Wendell Falls Development, as well as the roles, responsibilities, and rights
that we believe exist with the Wendell Falls Development, LLC, and the North Carolina Department of
Transportation (DOT). Below we have described this information.
Understanding of the Facts
1} At present, there are no existing authorizations issued by the Division of Water Quality (DWQ)
that permit impacts to waters of the state or protected riparian. buffers for this project. However,
DOT has performed, or proposes to perform, environmental mitigation related solely to the
estimated impacts located within the azea of the proposed bridge and interchange. Wendell Falls
is responsible for any additional mitigation that may be required because of modifications to the
bridge and interchange.
2) Any application for construction by WendcIl Falls Aevelopment (Wendell Falls} of an
interchange to US 64 will be included in the overall application for the Wendell FaII"s
development. The application will ixtclu.de all aspects of the project including the proposed
interchange, the proposed new road from the interchange through the development, and all
necessary components of the development that are required by applicable state statutes,
regulations, rules and policies to be included in DWQ permit applications. DWQ and USACE
have agreed that there will be two identification numbers contained on the permit -one for the
entire project and one for the bridge and initerchange.
3) At present, Wendell Fa1Is has an agreement wit1~ DOT (the "DOT Agreement") that authorizes it
to design, plan, permit, and construct an interchange on the US 64 Bypass on Right of Way
presently owned by DOT.
4) l~OT has previously acquired a).l of the necessary Right of Way ("ROW ') for the bridge and
interchange as currently proposed. All of the necessary ROW for any modifications to the bridge
and interchange and for the remainder of the project will be acquired by Wendell Falls or DOT
pzior to the subrrxitta! of an application for the 40I Certification.
N~~°A~~ttCaro44 na
/valur4ltb
North Carolina Division of Wntcr Qtrttlity I6l 7 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] S CuMOmcr Service
Interact www.ncwntgrquelitv.ore Location: 512 N. Salisbury St Ralci6lt. NC 27604 Fax [phone] t-R77-ryZ3.ti7gg
An Equal oppotturulyfAflirmatlve Adbn Employer - 50°~ Recydedi109L Po9t Carsumer Paper

G~/ L!/ LgF7b t5: bb 9197153060 NCDENR PAGE 03/04
Mr. Bruce R. Thompson II
July 27, 2006
Page 2
Roles, Responsibilities, and Rights of Wendell Falls
I) Wendell Falls Development will continue to hold preapplication meetings with the DWQ to
discuss the project planning anal design prior to submittal of a formal application, which will
enable permitting to occur more quickly.
2) Notwithstanding any other provisions of taw, DFiVR shall allow Wendell Fails to be the sole
applicant for any necessary permits or certifications relating to the conistruction of the bridge and
interchange as well as the remainder of the project.
3) Wendell Falls shall also possess any and all rights and responsibilities pertaitxing solely to the
construction of the proposed bridge and interchange that have been previously granted by permit
or certification to DOT.
4) Without limiting the foregoing, to the extent that Wendell Falls would be required by DWQ or
applicable state statutes, rules, regulations or policies to perform mitigation for impacts
associated with the construction of the proposed bridge and interchange, Wendell Fa11s shall be
entitled to credit against any such. requirement for mitigation that has boon or will be perfornned
by DOT with respect to the proposed bridge and interchange (whether specifically for the bridge
and interehhange or as part of a larger project or group of, iarpacts).
5) Wendell Falls will be responsible for acquiring any remaining necessary environmental permits
and authorizations related to the proposed bridge and interchange. For such environmental
authori~.ations issued by the DWQ, Wendell Falls will follow the standard application and
construction processes, including:
a- applying for authorizations,
b. avoiding and minimizing impacts for tine project as provided in applicable
state statutes, rules, regulations, and policies,
c- performing the mitigation required by DWQ for impacts related to the
proposed bridge and interchange, to the extent that DOT has not already
performed or will perform mitigation, and performing such additional
mitigation as may be required by applicable state statutes, rules
regulations and policies with respect to new impacts, if any, caused by
changes to the project design, i.f any, and the connecting road.
d. constructing the BMPs to protect water quality required in atty 401 Water
Quality Certification or Neuse River Riparian Buffer Authorization that
may be issued by the DWQ,
e. ~ Upon satisfactory completion of the interchange construction, notifying
DOT, in accordance with the DOT Agreement, of the project completion.

-• ~• ~~~~ i.~.._..i 717(1~JC10t7 NCDENR PAGE 04/04
NJr. Bruce R. Thompson !I
Jttfy 27, 2006
Page 3
6) Wendell Falls shall be entitled, as part of its application package, to use and rely on any
materials submitted by DOT that relate to the proposed bridge and interchange, including
without limitation any .mitigation proposals, seditnentation and erosion control plans, and any
other plans and specifications.
Roles. Responsibilities, and Rights for DOT
1) DOT will participate in the environmental permitting process by providing access to materials
.previously submitted to DWQ and UACAE, performing inspections, and being available to
respond to issues that may arise regarding design and environmental mitigation.
2) Upon satisfactory completion of the interchange construction, DOT wilt be responsible for the
operation and maintenance of the facilities implemented to protect water quality or otherwise
comply with applicable state statutes, rules, regulations or policies, including without limitation
all hydraulic structures, stormwater BMPs, and protected riparian buffers located in the DOT
right of way. Wendell Falls will no longer be responsible for such features.
3) l:n accordance with the DOT .~grcemcnt, if Wendell Falls does not complete construction of. the
project, DOT will execute on a performance bond.
We trust you will f nd the information will be suffieiEnt to fulfill your needs. However, if you require
any additional information or have any questions, please contact m,e at 919-733-5083 x204.
Sincerely,
Co~een H. Tins, Deputy Director
cc: Paul Rawls, NCDWQ
Tom I<teeder, NCDWQ
John I-lennessy, NCDWQ
Cyndi Karoly, NCDWQ
lan McMillian, NCDWQ
Len Sanderson, NCDOT
Debbie $arbour, NCDOT
Greg 'Thorpe, NCDOT
Greg Ferguson, Mercury Development

F~cos stem
PROGRAM
Todd Preuninger
Withers and Ravenel
111 MacKenan Drive
Cary, NC 27511
Project: Wendell Falls
October 2, 2006
County: Wake
~~
o~. ~
C~~ 6'
~G
~~
~s
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) 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 NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging Unit (Acres) (Linear Feet) Zone 1 Zone 2
(Sq. Ft.) (Sq. F±.~
Ri arian Non-Ri arian Coastal Marsh Cold Cool Warm
Neuse 3.09 ac 0 0 0 0 2191 96,937 61,181
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. 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 questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
Wi D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ Regional Office-Raleigh
File
1~.P~StOI~GGt~... ~ ~ ... Pl~OtEG~LGI~ OGLl~ StutP~
®''~i~
~DE~dR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

DWQ Project No. ~ ~ ~ ~ ~
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: 11)i1~iBM i Vi1' Phone Number: (9191 ~(n -~ 3$85 6xf
Level Spreader ID: 2R 1E I O ( 43 t ZS. 00 RT
Level Spreader Length 12~ . O ft. (perpendicular to flow)
Drainage Area Z• b ac. (on-site and off-site drainage to the level spreader)
Impervious Area Z. 3 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 200 cu ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope f~. ~ % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge froml"/Hr Storm Z•Z cfs
Max. Discharge to Level Spreader cfs
Filter Strip/ Zone 2 Buffer Vegetation 2nn~ 2 Qu ~eV-
Ye ge-t~-Fi o~n
(thick ground cover or grass; canopied forest v~ith leaf litter
groundcover)
Pre-treatment or Bypass Method Used `I~PP-"fY'tOL~ YY1E'n'i'
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Project Site was visited prior to designing level spreader.
Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
~/ ^ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
Pre-Formed Scour Holes are on flat slopes only.
No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

DWQ Project No
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name : C ~
Contact Person: ~q, ~ (fir one Number ( Iq) ~] - 3g$S~ C'X i
Level Spreader ID: S+E y101 61 }00.00 RT
Level Spreader Length $5 ~ ft. (perpendicular to flow)
Drainage Area 2. / ac. (on-site and off-site drainage to the level spreader)
Impervious Area !. (o ac. (on-site and off-site drainage to the level spreader)
Forebay Area /S7~ cu ft. (0.2% of the contributing impervious surface area)
Maximum Filter StriplBuffer Slope ~. ~ % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1"IHr Storm /• (p cfs
Max. Discharge to Level Spreader b. $• cfs
Filter Strip/ Zone 2 Buffer Vegetation ton! Z 13u~ev~
Vt~~-}a-t1 on
(thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~r2 -'IY'Pa~'Vtr12ri'f
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Project Site was visited prior to designing level spreader.
Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
I,V Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
1 Pre-Formed Scour Holes are on flat slopes only.
No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Altemative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operaton and maintenance agreement signed and notarized by the responsible party is provided.

DWQ Project No.
I. PROJECT INFORMATI
Project Name
Contact Person:
Level Spreader ID:
Level Spreader Length
Drainage Area
Impervious Area
Forebay Area
Maximum Filter StriplBuffer Slope
grass
Number:
'1s• C7 ft. (perpendicular to flow)
'y.3 ac. (on-site and off-site drainage to the level spreader)
D. O ac. (on-site and off-site drainage to the level spreader)
O cu ft. (0.2% of the contributing impervious surface area)
P3 .d % (6% for forested, leaf littler cover, 8% for thick ground cover
Max. Discharge from 1 "IHr Storm /• g cfs
Max. Discharge to Level Spreader 5. O cfs
Filter Strip/ Zone 2 Buffer Vegetation Zcn~ 2 ~u~4~~•
Vegeia~i on
Pre-treatment or Bypass Method Used Qr't - kr~ea--l-rn ei-~'
II. REQUIRED ITEMS CHECKLIST
(thick ground cover or grass; canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. Ifa
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shoving all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Project Site was visited prior to designing level spreader.
Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
1./ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
~~ litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
Pre-Formed Scour Holes are on flat slopes only.
/,v-~' No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
(please complete the following information):

DATE: 1/2/07 LEVEL SPREADER DESIGN COMPUTATIONS
[ SEE ALSO STORM DRAIN DESIGN COM PUTATIO NS
I.D. NO. OR1012 COUNTY: WA KE DESIGNED BY: WT Sheet 2 of 3
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS RUNOFF GRASSED DRAINAGE RUNOFF INVERT
DRAINAGE AREA COEFF. AREA COEFF. ELEVATION
L I O 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 fUft in inlhr ft'Is inlhr ft'Is
32 33 3 0.03 5 0.23 0.23 44 224.00 222.50 0.0341 15 4.0 11.95 1.0 2.99
33 35 30,776 0.71 0.95 4,005 0.09 0.25 0.69 0.92 128 222.50 221.75 0.0059 15 4.0 4.96 1.0 1.24
34 35 8,161 0.19 0.95 1,264 0.03 0.25 0.19 0.19 54 222.50 221.75 0.0139 15 4,0 7.63 1.0 1.91
35 36 4,503 0.10 0.95 3,747 0.09 0.25 0.12 1.23 75 221.75 220.25 0.0200 15 4.0 9.16 1.0 2.29
38 37 15,819 0.36 0.95 10,684 0.25 0.25 0.41 0.41 95 221.40 220.90 0.0053 15 4.0 4.70 1.0 1.17
37 36 12,072 0.28 0.95 10,034 0.23 0.25 0.32 0.73 105 220.90 220.25 0.0062 15 4.0 5.09 1.0 1.27
36 OUT ~ 5 0.07 2. 2 50 220.00 219.50 0.0100 1 4.0 10.53 1.0 2.63

Level Spreader ID 36 Preforme d Scour Hole Details
Level Spreader Location -Y101- 51+00.00 RT B 5.0 ft
D 2.0 ft
Level Spreader Length 130.0 ft W 17.5 ft
Drainage Area 2,7 ac d 0.5 ft
Impervious Area 1.9 ac
Forebay Area 175 ft3 V 175.0 ft3
Maximum Filter Strip/Buffer Slope 8.0
Max. Discharge from 1 "/Hr Storm 2.6 ft3/s
Max. Discharge to Level Spreader 10.5 ft3/s
Filter Strip/Zone 2 Buffer Vegetation Zone 2 Buffer Veget ation
Pre-treatment or Bypass Method Used Pre-treatment

DATE: 1!2/07 LEVEL SPREADER DESIGN COMPUTATIONS
( SEE ALSO ST ORM DRAIN DESIGN COM PUTATIO NS ]
I.D. NO. OR1012 COUNTY: WA KE DESIGNED BY: WT Sheet 1 of 3
CHECKED BY; DH
DESCRIPTION: WENDELL FALLS PARKWAY
LOCATION RUNOFF PIPE DESIGN
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 inlhr ft'Is inlhr ft'/s
23 24 0.00 5 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. 3 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 2.84 1.0 0.71
28 T 0. 5 7 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 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: 1/2/07 LEVEL SPREADER DESIGN COMPUTATIONS
[ SEE ALSO STORM DRAIN DESIGN COMPUTATIONS
I.D. NO. OR1012 COUNTY: WAKE DESIGNED BY: WT Sheet 3 of 3
CHECKED BY: DH
DESCRIPTION: WENDELL FALLS PARKWAY
LOCATION RUNOFF PIPE DESIGN
IMPERVIOUS RUNOFF GRASSED DRAINAGE RUNOFF INVERT
DRAINAGE AREA COEFF. AREA COEFF. ELEVATION
L I Q I Q
FROM
POINT TO
POINT
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AC
C
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CA PIPE
ft
INLET
OUTLET SLOPE
ft/ft DIA.
in INT.
in/hr DISCH.
ft'/s INT.
inlhr DISCH.
ft'Is

84 OUT 0 0.00 0.95 318,427 7,31 0.25 7.31 1.83 34 274.66 270.00 0.1371 15 2.8 5.03 1.0 1.79

Level Spreader ID 84 Preformed Scour Hole Details
Level Spreader Location -Y101- 98+00.00 LT B 5.0 ft
D 2.0 ft
Level Spreader Length 75.0 ft W 5.0 ft
Drainage Area 7.3 ac d 0.5 ft
Impervious Area 0.0 ac
Forebay Area 0 ft3 V 50.0 ft3
Maximum Fifter Strip/Buffer Slope 8.0
Max. Discharge from 1 "/Hr Storm 1.8 ft3/s
Max. Discharge to Level Spreader 5.0 ft3/s
Filter Strip/Zone 2 Buffer Vegetation Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used Pre-treatment

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COVER
PRE/POST DESCRIPTION Runoff Curve Number & Runoff
A F P
AREA FREQUENCY RAINFALL
CN (AC) CN x A (YR) (IN)
Q
RUNOFF
(CFS)
PRESENT IMPERVIOUS 73 5.94 433.62 10 6 3.D9
GRASSED 73 11.17 815.41 50 7 3.94
100 8 4.81
TOTALS 17.11 1249.D3
t, ~y~ve klmber CNtnvc~
rF ~ [ ~, r'N~ his. +, },'"g~ ,.. R ~ 4_ ~
` 73
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fi Absfr~ction
tn3 "' I, p_740
PAGE 1 OF 9

Time of Concentration (T~)
or Travel Time (T~)
SHEET FLOW
1. Surface Description Grass
2. Mannings coefficient, n 0.4 --
3. Flow Length, L 175 (ft)
4. 2-Year 24-hr rainfall, Pz 3.5 (in)
5. Land Slope, S 0.045 (ft/ft)
6. T, 0.3871 (hr)
SHALLOW CONCENTRATED FLOW
7. Surface Description Grass --
8. Flow Length, L 300 (ft)
9. Watercourse Slope, S 0.033 (ft/ft)
10. Average Velocity, V 3 (ft/s)
i 1 L T. -0.0278 (hr) ;,
CHANNEL FLOW
12. Cross-Sectional Flow Area, a 13.5 (ftZ)
13. Wetted Perimeter, pw 12 (ft)
1d. H~+draulic Radius, r ~ i.125 (ft) €
15. Channel Slope, s 0.013 (ft/ft)
16. Mannings coefficient. n 0.05 --
~,N .
x:_17. Velocity; V ~~ 3875^'' (ftls`~"
18- Flow Length. L 1550 ift)
X15 `(T~ 4~'~71~s {hr}
2D
:~'Wa(ershed pr Subarea fl of ~'2 ~
~321` '
{tir} s
, , , ,
PAGE 2 OF 9
** For Channel X-Section See -Y101-Sta. 101+00

Graphical Peak Discharge Method
1. DATA
Drainage Area, Am (mi`') 0.0267
Runoft CN 73
Time of Concentration (hr) 0.532
Rainfall Distribution Type II
Ponds & Swamp Areas (%) 0
~«
2. aFrequency~~ ~ ~~ ;~ ~,~ i{j1r1
3. ~Rarnfa~l, ~.~ ~~
}
,~ ~
~
4. =Infial AbStr~ct~on, 18 ~
° (in) :
£.
5• ~I° / P (csm/in
g, Unit Peah Discharge. q„
7. Runoff, Q (in)
g, Pond & Swamp Adjustment. FG
g. Peak Discharge; qp (ft31s)
STORM #
1 2 3
~:10 ~~! ~0 ~= f 100 ;,
'.~~ ~~ ~/ ~ M ;g
b,740~~ U'740 - '0,780
0.123: 0.106 0,092
510 510 510
'3,09 - 3.94 4.81 '
1 1 1
42.1 ~ 53.7 s 65.6 >`'
PAGE3OF9

Detention Basin Storage,
Peak Outflow Discharge (qo) Known
1. DATA
Drainage Area, A,,, (n~i?) 0.0267
Rainfall Distribution Type II
15` Stage 2nd Stage
2. Frequency (yr) 10
3. jPeak Inflow Discharge q; (ft'Is) 42.1
4, PeakOt~ttfow Discharge q„ . (ft'/s) _
5 qt
40
`~
:
...
. ~ r s
6. VS / Vr 0.188
7 tRunaff, ~ 'r`'` ' x ~ n~ (ink ~ 3 flH
8 ~1~uno fume, Vr' ' (AC ft) 4 $D
' '
.
``
9. Storage;Volum~,vs (P;Gnj
D,a3
1 p, Maximum Storage, Ems
PAGE40F9

Runoff Curve Number 8~ Runoff
A F P Q
COVER AREA FREQUENCY RAINFALL RUNOFF
PRE/POST DESCRIPTION CN (AC) CN x A (YR) (IN) (CFS)
DEVELOPED IMPERVIOUS 98 5.94 582.12 10 6 3.99
GRASSED 73 11.17 815.41 50 7 4.92.
100 8 5.86
TOTALS 17.11 1397.53
Curve Number CN~ava) 82
~~~`' w ~ `~ ',
~,~ Ofe1nE~~Ma~,~R~~bbOr4 ~S~F'~ h` 2.20
'~^'' }` ' ~nibat Abstraction ~"" 1, . 0.439
PAGE50F9

Time of Concentration (T~)
or Travel Time (Tt)
SHEET FLOW
1 Surface Description Grass
2 Mannings coefficient, n 0.4 --
3 Flow Length, L 175 (ft)
4 2-Year 24-hr rainfall, Pi 3.5 (in)
5 Land Slope. S 0.045 (ft/ftl
6 Tr 0.3871 (hr)
SHALLOW CONCENTRATED FLOW
7 Surface Description Grass --
8 Flow Length, L 300 (ft)
9 Watercourse Slope, S 0.033 (ft/ft)
10 Average Velocity, V 3 (ft/s)
11 T~ 0.0278 (hr) )
CHANNEL FLOW
12 Cross-Sectional Flow Area, a 13.5 (ftz)
13 Wetted Perimeter, pw 12 (ft)
14 Hydraulic Radius, r `-1:125 (ft)
15 Channel Slope, s 0.013 (ft/ft)
16 Mannings coefficient, n 0.05 --
17 Velocity, V 3.675 (ftls}
18 Flow Length, L 1550 (ft>

2p Watershed `o'r'S ~barea`T~ or Tt_ 0.5321 (hrj' f
PAGE6OF9

Graphical Peak Discharge Method
DATA
Drainage Araa, Am
Runoff;CN
Time of Concentration
Rainfall Distribution Type
Ponds & Swamp Areas
2. ~~equen~y >>~~;+ , r ~~ ~ ~ Syr}~;
' ~~~-
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4. InitralAb~iraG~pn; I° "~ t~~'`~in~.~
. . _ {csrr~in
g. Unit Peak Discharge. q„
7. ,Runoff, Q" (in) `
g. Pond & Swamp Adjustment. F`
g. Peak Discharge;:gP ,{ft9ls}
(mi~)- 0.0267
82
~(hr) 0.532
I I
(%) 0
STORM #
1 2 3
} ~ 1 V~ ~ F~ V ~ t Y J V V ri
6 ~` 7 t~ K ~ 8 .,
;':p 439 .: ` 0.~9 0,439.:
l) 073': 0,063! 0.055 `;
600 600 600
3.99 ~ 4 92 `' 5.86
1 1 1
' 64 0 '' '7$:9 ~` = 94.0 '~'
PAGE70F9

Detention Basin Storage,
Peak Outflow Discharge (qo) Known
1. DATA
Drainage Area, A,., (mi`) 0.0267
Rainfall Distribution Type II
15` Stage 2"d Stage
2. Frequency (yr) 10
3, Peak Jnflow Discharge q; (ft'/s) 64.0
4, Peak Outflow Discharge q~ {ft3ls) 42.1
E;.
~ ; ,
"
5. qa ! qi ~' (3.858
6. Vs / Vr 0.220
7. 'Runoff, Q ; {in} .. 3.99
8. ~#unRff Volume, ,Vr=. ~(A~ft~ ._: '. 5.68 ,
9. Storage Volume; Vs (AC-ft) ` ~ 1.25
10. Maximum Storage, Emax
PAGE80F9

Pond Storage
CONTOUR AREA VOLUME
ELEVATION 1fts) lft3)
255 8,480
256 9,397 8,939
257 10,350 9,874
258 11,342 10,846
259 12,372 11,857
260 13,442 12,907
TOTAL 54,422
PAGE9OF9

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 pertormance 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: C ~~ ~-~ ~ •~s c r~
Title: /~ c~t~ n~,'-fit, c--~2
Address: ~~6~ Sri ~~~cS /~i) -~i?~,~ ~-~ ~~7//%`~
Phoney y r H_ <?i ~_ c ~~ ~~
Signature:_
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~~ ~" °~ ~- 3~~°S , a Notary Public for the State of No~'t1~, C \~,~ ,
rir p
County of _~~ , do hereby certify that __ G ~ P n Fe ,~d~, ~o~
personally appeared before me this I,~,~ day of ~„~.. ~ ~
~_, ~(~O7 ,and acknowledge the due
execution of the forgoing wet [wetlands detention basin maintenance requirements. Witness my hand and
official seal,
~,~~~tn~~~llt~ll%/l~'ff~~i
~~~\G~j.Pp TA.. O,y~~
:~ ~Y
~,
~~
JC/1L
My commission expires_ 7" 10-at~
Page 1 of I

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: ~~ ,~ ~-~
Owner's name: /.~~~inF ~~ ~-< 1jt~%Zo~n~t~aii ~ C%LC.
Address: ~< ~l; Sx ~tii~-S ~ ~~ 2~~ ,
City, State, Zip Code: ~'~~-_~_~H ,~~ 7
Phone Number: _ ~ / ~/ ~~ / - S"Z ~ ~r
.-,

STATE OF North Carolina
_ Wall COUNTY
I, M:, 1,. o~.~ L `Tnr~s 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 / i~.
Witness my hand and notorial seal, this 1 b day of ~~, ~QQ~_
\`~~~~~~~~~!uLtu~ J ~~~~~~~~i/
~\ ...~~~
Notary Public ~ -
My commission expires: '~ " ~ Q - ~,ty)o9 ~~~'9i~~,; •~ ...3 .,,~ ,`,~~`~
~y~~%///I11J I11 il~ti~~~~~