20072019 Ver 1_Individual_20071203

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^~^ Kimley-Horn
~ and Associates, Inc,
Transmittal
P.O. Box 33068
Raleigh, North Carolina
27636-3068
~'~'~ ~,P
~ ~ E TEL [phone]
~ ~ ~ ~ • O j _ 2 }y,p.X,~91~77 2050
Date: 12/03/2007
Project Name: Lufkin Road Realignment
To: Ms. Cyndi Karoly
NC Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
We are sending you
^ Attached ^ Under separate cover via the following items:
^ Shop drawings ^ Prints/Plans ^ Samples ^ Specifications ^ Change Orders
® Other PCN Application for NWP ~ 14
c.o tes [gate [~escra uon
5 12/03/2007 Permit Application
2 Full Size Plan/Profile and Erosion Control Exhibits
These are transmitted as checked below:
^ For your use ^ Approved as submitted ^ Resubmit ^ Copies for approval
^ As requested ^ Approved as noted ® Submit ^ Copies for distribution
^ For review and comment ^ Returned for corrections ^ Return ^ Corrected prints
Remarks: (Enter text here; you may enter as much as you want. If it exceeds one page, the template will
automatically create a page 2 header for you and number your page.)
Copy to: Signed: Laura Thornbrough
~~~It~, hfi~? ~ 41\r~t~ ~i/+~~r<H
y~T1.n~an:~t~a .,.. h~~-: ,
We are sending these by
^ U.S. Mail
^ Other
FedEx
Hand Delivery
Job Number: 011200019

~ Kimley-Horn
C ~ and Associates, Inc. project Summary Sheet
Project Name: Lufkin Road Re-Ali>;nment
Applicant Name and Address: Town of Apex (Contact: Kent Jackson
73 Hunter Street
Apex North Carolina 27502
Telephone Number: 919.249.3394
Type of Request: ®Nationwide PCN (NWP # 14) ^ Individual Permit Application
^ Jurisdictional Determination ^ Other:
Included Attachments: ®Project Plans ®USGS Map ®NRCS Soil Survey
® Agent Authorization ®Delineation Sketch ®Delineation Survey
® Data Forms (Up & Wet) ®NCDWQ Stream Forms ^ USACE Stream Forms
® NCEEP Confirmation ®Aerial Photo ^ Site Photos
® Agency Correspondence ^ Other: ^ Other:
Check if applicable: ^ CAMA County ^ Trout County ^ Isolated Waters
^ Section 7, ESA ^ Section 106, NHPA ^ EFH
® Mitigation Proposed (® NC EEP ^ On-Site ^ Off-Site ^ Other)
County: Wake Nearest City/Town: Apex
Waterway: UT to Middle Creek River Basin: Neuse
H.U.C.: 03020201 USGS Quad Name: Apex
Property Size (acres): ~7 ac Approx. Size of Jurisdiction on Site (acres): ~7
Site Coordinates (in decimal degrees): 35.721611 °N 78.822716 °W
Project Location: The site is south of US Highway 64 at the intersection of Ten-Ten Road and the existing Lufkin Road.
Site Description: The project site is currently forested The proposed replacement of the existing Luflcin Road is planned to
alleviate the current safetyproblems created by the offset intersections of Lufkin Road at Ten-Ten Road and the interchan;;e
ramps at Ten-Ten Road.
Impact Summary (if applicable): Impacts include the excavation and placement of culverts, headwall, and riprap within
184 feet of unimportant ephemeral stream channel• and 0.259 ac of wetland fill. Additionallyproject will result in
14 113 sgft of buffer impact
W
l
d Stream Channel
NWP Open Water
(acres) et
an
(acres) Intermittent and/or Unimportant
A uatic Function Perennial and/or Important
A uatic Function
# Tem Perm. Tem Perm.
Temp. Perm. Temp. Perm. if ac if ac If ac If Ac
14 n/a n/a 0.259 184 0.01 n/a n/a n/a n/a

Total
Total Permanent Impact to Waters of the U.S. (acres) 0.269
Kimley-Horn Contact: Laura Thornbrough
^
P.0 Box 33068
Raleigh, North Carolina
27636.3068
Direct Number: 919-653-5843
^
TEL [phone]
FAX [phone]

{; ; -201 9
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Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
L 3 2007
Name: Town of Apex (Contact: Kent Jackson)
~i~e--yvr`rr~ii~i~rrr-
Mailing Address: 73 Hunter Street Y~IETIANU,R udD 3T(N3l~kv:~TER BRAT
Apex NC 27502
Telephone Number: 919.249.3394 Fax Number: 919.249.3416
E-mail Address: kent.jackson(a~apexnc.org
2. AgentlConsultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: 3001 Weston Parkway
Carv NC 27513
Telephone Number: 919.653.5843
Fax Number: 919.677.2050
E-mail Address: Laura.thornbrough(a~kimley-horn.com
Updated 11/1/2005
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Lufkin Road Re-Alignment
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0751371709: 0751273705
4. Location
County: Wake Nearest Town: Apex
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The project site is located
south of US-1, at the intersection of Lufkin Road and Ten Ten Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.721611 °N 78.822716 °W
6. Property size (acres): ~7 ac
7. Name of nearest receiving body of water: UT to Middle Creek
8. River Basin: Neuse River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The existing, road will be relocated in an area that is
currently forested.
Updated 11/1/2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
The overall project will consist of realigning approximately 1500 LF of Lufkin Road and
widening approximately 1100 LF of Ten Ten Road, including the installation of 2'-6" curb
and gutter along the south side of Ten Ten Road and along Lufkin Road near the intersection
with Ten Ten Road. During construction, the following equipment may be used, but is not
limited to: motor graders excavators dump trucks, various loaders, and various rollers. In
order to realign Lufkin Road with the existing interchange ramps, the alignment was
designed using minimum horizontal design criteria to avoid impacts to adjacent properties
and a skew was designed at the proposed intersection to reduce impacts to the wetland and
stream system located within the project limits.
11. Explain the purpose of the proposed work: The proposed project is intended to alleviate the
current safetyproblems (especially for school bus traffic) created by the offset intersections
of Lufkin Road at Ten Ten Road and the interchan eg ramps at Ten Ten Road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
There have been no prior permit actions associated with the re-alignment of
Lufkin Road by the Town of Apex.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for the realignment of Lufkin Road.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Updated 11/1/2005
Page 7 of 12

Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Permanent impacts include excavation and the placement of culverts, headwalls, and riprap
within unimportant ephemeral stream channel and buffer zone 1. Backfill will then be placed on
top of the culverts. Excavation and placement of reinforced concrete pipe and backflll will occur
in buffer zone 2. Other permanent impacts include mechanized clearing and placement of fill for
a road crossing within 0.259 ac of wetland.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
1 Fill Riverine 0.259
Total Wetland Impact (acres) 0.259
3. List the total acreage (estimated) of all existing wetlands on the property: 0.962
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma Before Im act linear feet acres
1 Stream A (UT 1) Crossing Ephemeral 3 184 0.01
Total Stream Impact (by length and acreage) 184 0.01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres

Total Open Water Impact (acres) n/a
Updated 11/1/2005
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 0.01
Wetland Im act (acres): 0.259
O en Water Im act (acres): 0.0
Total Im act to Waters of the U.S. (acres) 0.269
Total Stream Im act (linear feet): 184
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In order to realien Lufkin Road with the existins interchange ramps, the alignment was
designed using minimum horizontal design criteria to avoid impacts to adjacent properties. A
skew was also designed at the proposed intersection as an attempt to reduce impacts to the
wetlands and stream.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Updated 11/1/2005
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Payment will be made into the NCEEP In-Lieu Fee Program. The NCEEP acceptance
letter is included with this permit application.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): 40,287.14
Amount of Riparian wetland mitigation requested (acres): 0.75
Amount ofNon-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ® No ^
Updated 11/1/2005
Page 10 of 12

2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
s uare feet Multiplier Required
Miti ation
1 10698 3 (2 for Catawba) 32,094
2 5211 1.5 7,816
Total 15909 39,910
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Pavment into the Riparian Buffer Restoration Fund (through EEP mitigation program) is
proposed to mitigate for buffer impacts.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
Updated 11/1/2005
Page 11 of 12

the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Precautionary measures taken to protect surface waters and wetlands downstream include the use
of a erassed Swale energy dissipators tcmvorary skimmer sediment basin, temporary sediment
tray, temporary diversion ditch and temporary check dams The maiority of the proposed
storrnwater system will outlet into the ~rasscd Swale for treatment prior to enterin>; the buffered
stream These temp„orarxcontrols will reduce sediment deposition durinP construction.
XII. Selvage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or' available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htt~//h2o.enr.state.nc.trs/ncwetlands. If~no, please provide a short narrative description:
This project is a re-alignment of an existing road and therefore will not result in a hialier
likelihood of additional development that could impact water quality downstream.
XV. Other Circumstances {Optional):
It is the applicant's responsibility to submit t11e application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-dawn schedules for lakes, dates associated with Endangered and
T13reatened Species, accessibility problems, or other issues outside of the applicant's control).
I ~ /2 t~ / ~no~--
App`~cant/Agent's Sig~ture Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Upcfatcd 11/1!2005
Page t 2 of 12

APPENDIX A
Permit Figures

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Title Vicinity Map
Project Lufkin Road Re-Alignment
Prepared For: ApeX, Wake County, North Carolina
Town of Apex Date Project Number Figure
11 / 13/07 O l 1200019 1
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Prepared For: Projeet Lufkin Road Re-Alignment
Apex, Wake County, North Carolina

Town of Apex Date Project Number Figure
11 / 13/07 O l 1200019 2
T:\pn\01 1200019_Lufkin\Permitting\LUFKIN_Permitting_FI(iURFS.doc Prepared by Laura Lang [ ~n ~, ~~ a

T:\pn\Ol 1200019_Lufkin\Permitting\LUFKIN_Permitting_FIGURES.doc Prepared by Laura Lang [~~~ ,."'~ ^~,,,"""Oe„ m

T:\pn\Ol 1200019_LuFlcin\Pertnitting\LU FKIN_Pertnitting_FIGURES.doc Prepared by Laura Lang ~~~ .~iy~~ n

NOTES:

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1-.~
-° ' ' --, _ _w
- Y~ 1. ALL WIISIRUCNON SHALL BE PFR NCOOT AND 1NE TOYM OF APEX
STANDARDS, SPECIFlCAl10NS ANO OETNLS.
DEMO EXIS7WC ROADWAY APPNOXIMAIEIY 200' W151DE Oi PROPOSED -_' _ --~ ~ ~--

REWCNED LUFKIN ROAD EDCF a PAVEMENT. ONCE PROPOSED ROAD
CONSTRUCRON IS CpAPIETE CONTRACTgt TO REMOVE EXISTING
~r~ °'
~ 2 ALL gMEN510N5 ARE TO THE EDGE 6 PAIAIENi b fT10POSE0 WDENINC
CENTER'JE UNIES$ OTHERWSE NOIm.
PAVEMENT AND STONE BASE. GRADE 1D DRAIN AND RESEm OYFA ~~~'
PRENWS ROADBm IOCADON, EXISTING UTILITIES ARE TO REMA81. -
~ _-~ v_.. __ ~ _ -._ ~.. - - -, _ _
~`J ~~ ~
. ~.
- ~ 7 ~ lOR SHALL µp/OR Ap,UST A11 V ~iNAi

,z+oD ,~oD ~
J
L~IFKIN ~,
~
ROAD (N.C.S.R. „Y444) ~_.~~ _ v W iNE fl0A0 IIPROVEYENIi TS NIt1 AE
RED~~D AND , DN PLAN s~EE,: rX~K WARRAN,m.
"' VARNBL.E WIDTH R/W (PUBIJC) ~ 1.
S10CKPYF, AND ASSET AMY Na10T SId1ACE
~
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iy
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...
.
x, w _ _. * .. s w S - _._ _ _o „- - _
. _" 5 IME LOCATON AND 92E Of E%RING UTIVIES AS SNOMN t5 APPRO)411ATE
" ,. ~.

Di PAVEMENT Pte,.. _ ~ ti .
~ ~<, v
...
- -
.: * -
fNLY, iXE CONTRACTOR f5 RESPONSIBLE OR NOPo pITALLY AND
YERIICAIEY LOCAgNC AND PAOIECDNC ALL PUBLIC OR PRIVATE UTXI7IR
s=6" ~-' ~ ~_' ~

~,. x
PROPOSED EDGE ~ "' ~ ~ ~ `
SHONN OR NOT
( SHOWN MNIGI LE IN OR ADJACENT 10 11£
CO
T

O{~ a PAkIIENT ~ ~ "~ ~,.%' y '; ~ ~
~ ~ ~ ~ NSIRUCRaI SITE A
1EA51 48 HIXRS PRIOR 10 ANY CEMOURON.
TRADING, pl CONSIRUCTKIN ACTINtt, TIIE CONIRAC70R SHALL NOTIFY 1!E
1
~ ,' .-. a-
-' -~- -I _ {~~
SEE ~ / ~ ~~ ~ ~~~ K
1~ ``
~ _ _
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PROPOSED
~x
_. __ ~_ _ . _. _. -.- _ __ -v
J`~ir.
~ NpCM CMgHA ONE-GtLL UIXIRES LOG710N SEANCE IlLOCO AT
T-800-1J2-49W TOM PROPER XIENIKICATWN OF Ep511NG U1KlllE9 M1XIN
THE SIZE.
~~ ~~ ' ~ m ~-
~-~
--- \~
-'
RQ~J $ ~
`R. 1, DESCN
BASELINE ~ & CONTRACTOR SHAll YILL AS REWIRED TO PRONOE A MINIMU4 1.5'
•G ~ f
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N"/ i iw. _, l~
~E ~ - - ,~-• ~ ~~ ~^~ _
COgiDS MTJ1~y9 ' ~ _ ~-~ SEE NOTE 8
~/~
~ '•) v
'+9

\t ~ \ ~ PROPD5E0 EpS1WIC R/W
\
~ ~
~\PAV9A CUflK 2 (LUFTTIN ROAD) _____
7
--- OVEAUY AT 7XE UYI15 OF CONSIRUCTON 1D PflONOE A SMOO7X 1[-N
ttl E708RNG PA1flIF11T.
7. REFER 70 DRAINAGE AND EIEOSION WHIROL SHEETS i012 ALL OR/INACE
DESIaI N1i0AMAlION.
~1~ E%ISTNC EDGE
~
N718013.77
E 20.51881.07 OF PAVEMENT RELOCATE E%ISTRG CURVE 1 (LUF%R! fl0A0) ___ ~\~ 4 ~
2 Inducted an
87-31-49
D 1•e =
00'
SW
'
& CONTRACT(Xi lb PLACE STONE AND (BADE EX61WC aUN¢ OPoNEWAY 10
~'1 ~ H19 NN. ADJUSTq ~ Xlcluded mgle = /8-15-34
'
~ PROPOSED

~
\ ^ .
~
Tm9ent IengN,-
J67.71' 71E 10 Pf10POSED WOEIAN0.
Rodlue -485.00
VALVE BO% TO
N pROpOgD alADE I Tmgml length .119.80'
Nc lerpth = 412.74'
SEE NOTE 8 ~ Chad la~lh -400.10' PA
VEM~ i
~ ~
~
\ ~
~

2% Arc length = BI&2/'
O R/W 0 Chord largth - 611.7Y
P 0 Extamel exmt - 111.80'
V Mid adinats - 9271' 9. CONiRACTg1 TO NISTALL 4' PVC SIEEYES R LOCATIONS METERS PACPOSED
9tllAff Bi REWNFD N Yala17HIC CONCRETE ISLI/A lb ALLOW iTR
PLACEMENT aF PROPOSED AGN PoS1S (REFER iD PAVEIIEIIT MARNNlG
SXEE75 Fat PROPOSED SICK MCENENT.)
(I Eetemd eecml = 47.48'
BEgN CONSTRUCTKIN 1 Mid md'nale - 4J.25'
STADON 1D+08.05 Dagrae of curve = I1-4B-49
O ~ ~
PROPOSED A/W \
~ ~~' Degree of pave = 16-25-0
/ 7jy.
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'~,~ y
~ PROPOSED
SL(IPE sTAKE gg
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PROPOSED 4 A 1' 2
SLOPE STAKE ~ ~
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4
PERU ~ T . A J
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XNgI PO EASEMENT,
1YP Z
INT STA = 12+05.52
PN STA = 12+71
27 ~
.
PN ELEY -45297 Q (V
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708.8' VT (~
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a a LAW T STA - 18+J1.
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'^ ° P EIEY =470.54

~~ _~.- ~~ # K.. 64.00
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10+00 11+00 12+00 IN00 14+00 15h00 I8+00 17100 18+00
PREPARED R ,HE OFFICE Di CEME
T
: N
: TOWN OF APEX ,,,N„111X,1„.// L
- 06-18-07 PROv~CT:
~ Kimle -Horn ~"R
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` ROADWAY IMPROVEMENTS
y APEX
NORTH CAROLINA r
.
$"
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"t''. "`

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ment le9.p. MN Wa uawp4 erA deipne Pr•eeeted AxeM, q m MSUm-t el erNCq b MtMk ml
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LUFKIN ROAD REALIGNMENT
-
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APEX NORTH CAROLINA
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IgdeY-Hem and Ae-ebW, lne. ~MI a .,~, MneRY L, XMNe~„em pM AeeedeMA rK

P.o. Box 33098 - RALEIOF{ NoR1H o~ou-w ~e ' (~
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Gep~t KH~.,-IMF and A.p~eM, „~ zm7
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i , "'rArmA~cs,cA'~TIONS NIOtlDETA~L9 1N0 THE TDIM a AFEx
STAKE LNIE, lYP
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$ - (
f ~~ TE PROPOSED EDGE
Lx PANEYENT 10
+ 173' (
~ 2. CENiFRUNE~LMLE55 01HFRWISE f~l01ED,PAVEMFNT k PROPOSED N10FIIING

. CONIRACTOt SHNL RELOCATE AND ADAIST ALL UnU7E5 THAT
OONFIICT W1N TIE PROPOSED ROAb WROYEMET7IS EAS
LDITS Mu BE
P
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ALplC TEN 7EN ROAD, LUF1fIN ROAD AID THE US HWY I RAMP.
.
\ \ ,A \ \ PROPOSED R/W' Fxlemd eewnt - 111.80'
~\ \ \ MM adNOw . 927Y
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5. ONLY, 7HE CONµ7RAClOi M RESPOIISBIF FOR HOBION7ALLY AND xMA1E
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P
egree of aim . 10-1
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OOXSiR11C0W 91E A IEtST M HOURS PPoOfl TO ANY OEYOI710N,
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m 6 PAVEMENT ~
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~. 9. CQIIRACIOR 91NL YRL AS REWNEO TO PRONDE A YINMUM I.5'
OVQxAY AT TIE UW75 a CONSTRUC710N ro PROVIDE A SMOO7H nE-N
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M 1 REFER TO ORA9IAOE AVO Efl090N CONTROL SHEE15 fON ALL giANAOE
DEACII INFOWAnON
~' \ %
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PRDPOSm A
DEACl! \ ~(i \ \ ~
BASELNE \ 'J,'e ~ ~ ~ Di PAVEMENT TO

FACE OF CURB 7YP J `ti ~ ) !+
~ \ '_ (
} STA: 16+5170 \=
Nl OFPSEi: 50.38 + 1
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~ _1..~ Chord Imglh .107.81'
Frllmd eeeml • 82A1'
J / MM adinah -50.46' d COIIIRAC70R ro INSTALL MHEELOIAIR RA11P DEPRESSIONS IN CURB
LOCATIONS A6 SHOWN.

9. RETER TO CRO55 SEC110N5 iT1R PROPOSED AVER EIEYAnONS ALONG lEN
'G J~,a- ~ e
. ,
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_ - ' 4
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OFFgn ~ ~~~ #p ~SN~ / Degree 01 artw . 72-O4-IJ
p BASELINE
/ f ~ f f
~ lEN ROAD 1ND US HWY 1 RAMPS
10. SPO7 EIEYAnoNS SHOYM AT FACE Ci OMB.
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'200 tC }Qp \ ' 2,` 4}96 a8,
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E%ISnNC EDGE
DGRNE I (US HWY 1 RAMP)
" ~ ~ / '' OF PAVDdQdT __ _________ _______
Intl
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• 2L48
24
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II' SICNAOE ISMREO19iED N MMOUIHN; CONCAEIE ISLAND roOW FFO~R ~
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7
PROPOSED EDGE
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' PUfFMENT OF P0.0PORT 9O1 POSIA (REiFP TO PAN]ENT YAKKING

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03-9 \ ~
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D SIFE15 FOi PROPOSED AOd PLACEMENT.
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O 14 - "~ _ ! -ISLAND. SEE NCDOT aA Degree 01 anus . 38-02-OB
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( Z~PROPDSED LURVE I (ON_RAMP MERGE)
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Intludad

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ABANDON EIOSIMG HELL PER YOBIE XOYE ~ r BASELNE
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(RNP-ON) Tmgent MngM . E7.B5'
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NCDOT Sro SPEOFlCAnONS OFFSET: H.SO R ' I~
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P SPAVEMFNT Ed1md eecant6. 0
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PROPOSED 81
BREAK IN /AAST EMSTNG ;
lEN lEN ROAD WIITROL
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PROPOSED 5' MOIWINIC )
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LAW PONT STA • 17+A8.80
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~
06-~B-D7 PROJECT :

~
Kimle
-Horn '
; ~`acaR ROADWAY IMPROVEMENTS
y APEX
NORTH CAROLINA ~~°~" ~ ~ Nn
, _
~ LUF KIN ROAD & TEN TEN ROAD
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ment
teq.tA. ~ D» aanaePle a~ d~l
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t °"~ ~„°" °`°®°' ~ and Associates Inca
+ TITLE:
LU
FKIN ROAD REALIGNMENT ° ( Mos APEX NORTH CAROLINA
.
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ginlrrHam m, AwaableA ~e %rdl w ~aaet MEIN a KMM Ham and A.aMla
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P.o. Box 33088 -
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Da9pidil KMy-Ham ab AnodatM Fu. xoi : (v~l en-~ F~> ~ PLAN & PROFILE ED~1~C`
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Om,o_~ R3 a R3

NOTES:
1. N1 Ca1SIRUCnON (w ZEN TEN ROAD, WFilIN ROAD Ax0
US NWY I AANPS SHALL BE PER NCDOT AND TOWN a APE%
STANDARDS SPECETCAnONS AND OETNLS
2 CONTRACTOR SHALL RFLOCAff AND/OR ADJUST NL U1ILITES
~.-~w~ rtx~~ X~~~~x'~ ~a~~-~_~'~-_~ ~~-x TMAFASEIEll15 wl1 BE aWRD IMO SNOYM PIFN SHEETS
x'i~ wauxJ-_= =c=ccc=====---==-=-I~-__________________-_ ==°r=_';' ;=; 'i a n1ELOCAnaNANOSaaEnsn"cunuTTIESASSxorxls
i~ ~/ / ______________ _ ______~___ - ___- _____ _~_ -_ _ _-_- _ _ / HORIZGNTNLY NO KRiMV1Y LOCA1wG Al~P~R01EC11NG
12+00 /'%~1S{Op--' ~ _--- d _ 4 ---- --- - - / /~ Au Pu9uc as PawATE uTIUTIES (sxowN oA Nor sNOYM)
yip ~ - "- ~- FKIN !1 ~"- ~ MIW IE w GA ADJAEENf TO n~ GGN51RUC11GN 9,E. AT
y~~ %~~ v/IR~(f W~h Luc) I \ /~~i IFAST /8 NgNK PRNMi 10 AN1' aL011noN. GAAgNG, qi
CONSiRUCTXTN ACRNIY, TIIE Cp11RACRIR SHALL NOiil'
+~ ~' '- -_~_-'~.-~ss--.-_--~= r---R-= _-„'.~-_~`_-_ ~.~f`~ j/i OW)A 1-k00N617 X949 FGn~PR w~incA
TY ~y.~ ~ _ _ _ _ - ,~ ~ - ~- ¢- ---r_ __~_ +w.--~ _ ~~_= `j(~__ _ _ _ ~__ ii-- __ ~~ _s-r<!r'=z'4_5$ /_ ~ ' ' a EIDSTwG U1Y111E5 M7fIIN nIE 91E
/' Mr _ _ _ _ -_ _ _ _ _ _ __ __-__ _ '_i
,~ %" _ - _ _ _ _ _ _ - 4. THE SR3TM R7,EA SYSIELI SHORN 91gA- ADHERE TO 1HE
e~" ~ ~ / ! --- -__ .___ -- _- . , , "_ _ -_ -~~' ~% ~ ~S=~i fa10RINC LEGEMq.
+p0 ~ _,__7 vl lal~l `~ ~ -,-==~ _~`_- =_= 1 ~~ =1-1 II~~~~~':v'~g~~ q- NmoroAOPrursm.aw.I+aRBw.lswTxEwwE
YO _ " ~' --- %' -' I I 17 _ ~ I ~ I I / /,/_~_ j ' AND g1AlE sro. Bw.18
%~ ~ ~ -_-"" cB- nmoT CAlg1 BASH s1D. eaa2
/tom i ~ y I I I / I " '- - ~ ~ \ / ~ \ PES-4 _ Pg1ARr SLr CHEq( TYPE ~ FNR~WE ~ W RG% STD. 610.31 wTH sm. e/0.51
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,~ "~ I N, p I wv-427.+ \\ ~ T~ caraiECTwc PIPE uATEwu) srD 31aoz aR
%G r _ .Y~ I I NOTE: PIPE NYflIT SMWLD BE t \ \ q- NlDOT gtOP 9QEf SID. 810.14 aR 81a15 W1H fRAME
/ i I / 0.Y BELOW NAlURI1 STREAM BED. \ \ \ AND 6RAlE 810.810.16. AEPFA TO NL90T 510.
/ -_ AOJUSi INVERT i NECESSARY. \ \ 85206 fdt PLACEMENT
- / I I - \ ~ / 7B% ~\ \ ~ \ \ \ \ ~ \ \ S g1A6iACE SHOMN CROSSING ENS1wG PAIENFNT 91NL BF
~ ~L I I \ / \ W \ \ ~ \ \ \ \ w51i1LLFD BY OPEN WTfwG THE ElOSnNG ROADWAY REFER
_ ~ f ~Y / i 7~ r I I ~ , - i \ ~ \\ \ \ TO NCOOT NIO AASHTO STNDAAD3 i0R /PPROPRIAIE
I f• l 71P \ \ \ \ nNFFIC CaTIRa FOR LANE aoS1PES
~~ ulnr a
/ 7EMPCAARY SLr gSNRBANC[I7YP gT~l~jp / ~ I I I I\ / , \ \\ \~ \\ \ \ \ \\ \\ \ 8. CONTRACTOR STALL vEAIFY PIPE lENC7H5 wlrcn COIPILNG
~~' ~ I 1 I l 1 / / ~ \ l / \ \ \ \ \ \ \ \ \ \ \ ~ BIDS STgW SEMEN PIPE UOIGIHS SXO7N ON PLANS IRE
U i I~ / / ~ ~ \ \ A \ \ \ \ APPIIODWTF, THEREFORE NLOYIANCES SIN1 Nor BE MADE
+ TEMP SFDMIFNT TRIP / / I / ~ / / //. \ \ \\ ~ \\ \ ~ {j \ \~ \ ~A~ES~SPIPE LENCMS BASED ON UDTC7HS
BEAM DBAENSIONS - 8Y % /6' / I)
BOTia DIIENSTgJS - 63' x 24' /~ / i \\ \ \ ~ ~\ \ \ 7. CONIRACTg1 SIU11 CONSTRUCT IFMPgTAItY SFDYFNT TRAP,
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a SasaPES . xT
U SURFACE AREA AEOIARED - 2989 Sf / / / \ ~ -' \ \ \\ ~ IMPR01flIENR UPON COMPlE1gN a ROADWAY
m SURFACE MEA PROWOEO .3.047 SF l\ \ \ \ IMPROAfYEN15, 1EUPORARY SEGMENT TRAP, TFNPg1ARY
I YaOME AEWIREO - 1,697 a \ ~ gvER9011 gigl k TT]RgiMY slawER SEDMEIIT BASIN
a t I i~ E~ ~ 3 a ,\\ ~\ 0 JQ Sl,ui BE ium x
kyQ, `P~ ~ I ~ I I EYCY SPILLWAY U47GTH . 8' (ELEV.A3800) .~ / ~ 2 & CONIRACTaL 9NA11 CONSTRUCT ~6-4. PE9-3 AND
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1 ``P I 1 I w ~ \ \ \ \ 1 ^ = YTEN OA~Y 4tMILIEAILIE~ Pg40AIQITTxNELOVAL a THE
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wV IN=438.39 (1Q / /
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STA 18+00 R ~ / \ 1 \ ~ GAME TYPE Y ~,y, INV w-147.86 (13) \ ` t STA 16+91 R // / ~ ~ / /
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NV•425.20 (SEE NOTE e) ~ V A ~/ TOC-137.J0 \ ~ ~ / // // 1
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PREPARED IN ,NE aflDE a: IX1ENT: TOWN OF APEX :o~`~ssRa'' ~ 06 NTS 07 PROJECT:
~ Kimley-Horn APEX, NORTH CAROLINA '?~~ ,(MAGRxLr ROADWAY IMPROVEMENTS
1 gUNAQ REwkONS AT MRiHGOGN 10 AGgM100A1E RENSEO RAOAIS 6n7,D7 ply 6,E _ = LUFKIN ROAD & TEN TEN ROAD
~~° ~'~'° °I~ ~Awar ~~ ~ and Associates, InC. ¶~UFKIN ROAD & US HWY 1 RAMP ~ '~,~~e~oy,~ AERpILDOt APEX, NORTH CAROLINA
kwmnE tap~thr ~ w~ mnpph 4s19'r prxn!-d hwin, a m HoWmmt von, Y HIn4d only b q~ AocIM ryr4ow
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Kimsey-Homand Associates,lnc. WETLAND IMPACTS NOVEMBER 8, 2007 4 OF 4
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLJENT FOR WHICH R WAS PREPARED. REUSE
OF AND IMPROPER RELUNCE ON THIS DOCUMENT WRHOUT WRII'IEN AUTHORIZATION AND ADAPTATION 8Y KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WRHOUT UA8ILTTY TO KIMIEY-HORN AND ASSOCIATES, INC.

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LUFKIN ROAD REALIGNMENT TOWN OF APEX
IGmley-Horn and Associates,lnc. STREAM IMPACTS NOVEMBER 8, 2007 1 OF 4
THIS DOCUMENT, TOGETHER WRH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CUENi FOR WHK:H R WAS PREPARED. REUSE
OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUT1i0RIZAl10N AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WRHOUT LIABILRY TO KIMLEY-HORN AND ASSOCIATES, INC.

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IGmiey-Horn and Associates,lnc. ZONE 1 BUFFER IMPACTS NOVEMBER 8, 2007 2 OF 4
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH Tf WAS PREPARED. REUSE
OF AND IMPROPER RELUWCE ON THIS DOCUMENT WITHOUT WRRTETI AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WfTHOUi LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

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LUFKIN ROAD REALIGNMENT TOWN OF APEX
IGmley-Horn and Associates,lnc. ZONE 2 BUFFER IMPACTS NOVEMBER 8, 2007 3 OF 4
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH R WAS PREPARED. REUSE
OF AND IMPROPER RELUWCE ON THIS DOCUMENT WRHOUi WRRTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

APPENDIX B
Agent Authorization Form

AGENT AU~THORI~ATION FOXtM
Name: Town of.Apex
Address: PO Box 250 Apex, NC 27502
Phone: [phone]
Rroject N•atne/Description: Lufkin Road Realig~unent
Date: 10-20-2006
The Department of the Army
U.S. A,cuiy Curps oPEngineers, Wilmington District
.A.ttention~ J ie em
Field Office Ralei~ ~,e~ulatory Field Of~iee
Re: Wetland Related Consulting and permitting
To Whom It May Concern:
I, tl~e current pruptn-ly owner, Hereby designate and authorize Kimley-Horn axtd
Assaeiates, Inc. #o act in my/our behalf as my/our agent soieay for the purpose of
processiz.-g of Section 404 perazits ar~d Section 401 Water Quality Cexti.ficntions
applications and to furnish upon request supplemental information in support of
applications, etc. from this day fox~vard until successful completion of the permitting
process or revocation by the owner.
Authorized this the 20th day of October, 2006.
Town of Apex ,
Print Property Owner's Name Property Owner's Signature
CC: Cindy Karoly,
N.C. Wetlands Unit
1621 Mail Service Center
Raleigh, N. C. 27699-1421

APPENDIX C
N.C. Ecosystem Enhancement Program
Mitigation Acceptance Letter

~j~~~ ~~.~~~~~~tem„~
PR06RAM
November 1, 2007
Kent Jackson
Town of Apex
73 Hunter St
Apex, NC 27502 Expiration of Acceptance: May 1, 2008
Project: Lufkin Road Realignment County: WAKE
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP} is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedute and
policies listed at www.nceep.net.
Based on the information supplied 6y you the impacts that may require compensatory mitigation are summarized in the
following table.
NEUSE
03020201 Stream (feet} Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Ri azian Non-Ri azian Coastal Marsh
Impacts 0 0 0 0.258 0 0 10,783 7,939
Credits 0 0 0 0.516 0 0 32,346 ~ 11,908
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at (919) 7I6-1921.
Sincerely,
~• ``~~ .~
Wi am D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Jamie Shern, USACE-Raleigh
Laura Thornbrough, agent
File
R~.stoYr;~... ~ ... P~ot~ D~.t,~ .ttat~
I~CDEE~IR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27399-1652 / 919-715-t?476 / www.nceep.net

APPENDIX D
U.S. Army Corps of Engineers
Wetland Data Forms

DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Luflcin Road Date: 10/10/2006
Applicant/Owner: Town of Apex County: Wake
Kimley-Horn and Associates, Inc. (Chad
Investigator: Evenhouse and Laura Lang) State: NC
Do Normal Circumstances exist on this site? Yes Community ID: Forested
Is the site significantly disturbed (Atypical Situation?) No Transect ID:
Is the area a potential Problem Area? No Plot ID: Upland A-1
Vegetation
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar sryraciJlua T FAC+ 9.
2. Liriodendron tulipifera T FAC 10.
3. Acer rubrum T FAC 11.
4. Ligustrum sinew S FAC 12.
5. Arundinaria gigantea H FACW 13.
6. Microstegium vimineum H FAC+ 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100%
Remarks:
Hydrology:
RECORDED DATA:
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
x No Recorded Data Available
FIELD OBSERVATIONS:
Depth to Surface Water: N/A (in)
Depth to Free Water in Pit: >16 (in)
Depth to Saturated Soil: >16 (in)
WETLAND HYDROLOGY INDICATORS:
PRIMARY INDICATORS:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
SECONDARY INDICATORS:
Oxidized Root Channels in Upper 12 inches
Water Stained Leaves
Local Soil Survey Data
Fac-Neutral Test
Other

SOILS
Map Unit Name
(Series and Phrase): Herndon silt loam Drainage Class: Well drained
Taxonomy (Subgroup): Typic Kanhapludults
PROFILE DESCRIPTION
Field Observations
Confirm Mapped Type? (Y/N)
No
Depth
inches
Horizon Matrix Color
Munsell Moist Mottle Colors
Munsell Moist Mottle
Abundance/Contrast Texture, Concretions,
Structure, etc.
0-16 A 10 YR 4/4 Loam

HYDRIC SOIL INDICATORS
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Streaking in
Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in remarks)
Hydric Soil Present? (Y/N) No
Remarks:
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? No
Hydric Soils Present? No
Is this sampling point a Wetland? No
Remarks:

DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Lufkin Road Date: 10/10/2006
Applicant/Owner: Town of Apex County: Wake
Kimley-Horn and Associates, Inc. (Chad
Investigator: Evenhouse, Laura Lang) State: NC
Do Normal Circumstances exist on this site? Yes Community ID: Forested
Is the site significantly disturbed (Atypical Situation?) No Transect ID:
Is the area a potential Problem Area? No Plot ID: Wetland A-1
Vegetation
Dominant Plant Species Stratum Indicator
1. Liquidambar sryraciflua T FAC+
2. Liriodendron tulipifera T FAC
3. Acer rubrum T FAC
4. Prunus serotina T FACU
5. Arundinariagigantea H FACW
6. Saururus cernuus H OBL
7. Woodwardia virginica H OBL
8. Boehmeria cylindrica H FACW+
Dominant Plant Species Stratum Indicator
9. Microstegium vimineum FAC+ H
10. Rubus argutus FAC+ H
11.Impatiens capensis FACW H
12. Smilax rotundifolia FAC V
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU)
Remarks:
92%
Hydrology:
RECORDED DATA:
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
x No Recorded Data Available
FIELD OBSERVATIONS:
Depth to Surface Water: N/A (in)
Depth to Free Water in Pit: >18 (in)
Depth to Saturated Soil: >18 (in)
PRIMARY INDICATORS:
Saturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
CONDARY INDICATORS:
Oxidized Root Channels in Upper 12 inches
Water Stained Leaves
Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS:

SOILS
Map Unit Name
(Series and Phrase): Herndon silt loam Drainage Class: Well drained
Taxonomy (Subgroup): Typic Kanhapludults
PROFILE DESCRIPTION
Field Observations
Confirm Mapped Type? (Y/N) No
Depth
inches
Horizon Matrix Color
Munsell Moist Mottle Colors
Munsell Moist Mottle
Abundance/Contrast Texture, Concretions,
Structure, etc.
0-10 A 2.5Y 4/2 few Loam
10-18 2.5Y 4/1 Loam

HYDRIC SOIL INDICATORS
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Streaking in
Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in remarks)
Hydric Soil Present? (Y/N) Y
Remarks:
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? Y
Wetland Hydrology Present? Y
Hydric Soils Present? Y
Is this sampling point a Wetland? Y
Remarks:

APPENDIX E
Division of Water Quality
Stream Identification Forms

North Carolina Division of Water Quality -Stream Identification Form, Version 3.1
Date: 10/10/2006 Project: Lufkin Road Latitude: 35°43'17.14"N
Evaluator: KHA (CWE, LAL) Site: Stream A-1 Longitude: 78°49'22.85"W
Total Points: 31

Stream is at least intermittent Wake
COUnty: Other
e.g. Quad Name:
if ? 19 or perennial if z 30
A. Geomorphology Subtotal = 16 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosi 0 1 2 3
3. In-channel structure: riffle- ool se uence 0 1 2 3
4. Soil texture or stream substrate sortin 0 1 2 3
5. Active/relic flood lain 0 1 2 3
/
6. De ositional bars or benches 0 1 2 3 1
7. Braided channel 0 1 2 3 0
8. Recent alluvial de osits 0 1 2 3 1
9a. Natural levees 0 1 2 3 ~~~ 0
10. Headcuts 0 1 2 3 %' 0 ~~~~
11. Grade Control 0 0.5 1 1.5
12. Natural valle or draina a wa 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS ma or other documented evidence. No = 0 Yes - 3
a Man-made ditches are not rated; see discussion in manual
B. H drolo Subtotal = 7.5
14. Groundwater flow/dischar e 0 1 2 3 ' 1°
15. Water in channel and > 48 hrs since rain, or
Water in channel --dry or rowin season
0
1
2
3
3 ,,,,
16. Leaflitter 1.5 1 0.5 0 1.5~
17. Sediment on lants or debris 0 0.5 1 1.5 ~ '' 0.9
18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5 0
19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5 1.5
C. Bioloav Subtotal = 7.5
20°. Fibrous roots in channel 3 2 1 0
21 b. Rooted lants in channel 3 2 1 0 3
22. Cra fish 0 0.5 1 1.5 0
23. Bivalves 0 1 2 3 0
24. Fish 0 0.5 1 1.5 0
25. Am hibians 0 0.5 1 1.5 0
26. Macrobenthos note diversi and abundance 0 0.5 1 1.5 ~ 1.5
27. Filamentous al ae; eri h on 0 1 2 3 ~~~~% 0 ,H,~
28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5 / 0
29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Stream channel is incised
Benthics sample included mosquito and dragonfly larvae, water bugs
Water in channel - >24 hrs, <48 hrs. since last heavy rainfall event. No
visible flow in channel.

North Carolina Division of Water Quality -Stream Identification Form, Version 3.1
Date: 10/10/2006 Project: Lufkin Road Latitude: 35°43'18.15"N
Evaluator: KHA (CWE, LAL) Site: Stream A- 2 Longitude: 78°49'22.57"W
Total Points: 16

Stream is at least intermittent Wake
COUnty: Other
e.g. Quad Name:
if z 19 or perennial if >_ 30
A. Geomorphology Subtotal = 9 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosi 0 1 2 3
3. In-channel structure: riffle- ool se uence 0 1 2 3 1 ,,,
d Cnil 4evfi ire nr etre~m ci ~helrate cnrtinn n 1 7 3 aai 1
5. Active/relic flood lain 0 1 2 3 ~ 1
6. De ositional bars or benches 0 1 2 3 0
7. Braided channel 0 1 2 3 0
8. Recent alluvial de osits 0 1 2 3
9a. Natural levees 0 1 2 3
10. Headcuts 0 1 2 3 ,~°"""'
11. Grade Control 0 0.5 1 1.5
12. Natural valle or drains a wa 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented evidence. No = 0 Yes = 3
a Man-made ditches are not rated; see discussion in manual
tS. hi Qr010 5Up[Otal = L
14. Groundwater flow/dischar e 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel --dry or rowin season
0
1
2
0
16. Leaflitter 1.5 1 0.5 0
17. Sediment on lants or debris 0 0.5 1 1.5
18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5
19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5
C Rinlnnv Suhtntal = 5
20b. Fibrous roots in channel 3 2 1 0 `
21b. Rooted lants in channel 3 2 1 0 ~ 3 "
22. Cra Ish 0 0.5 1 1.5 !~ 0
23. Bivalves 0 1 2 3 0
24. Fish 0 0.5 1 1.5 0
25. Am hibians 0 0.5 1 1.5 0
26. Macrobenthos note diversi and abundance 0 0.5 1 1.5 0 ,
27. Filamentous al ae; eri h on 0 1 2 3 Q
28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5 °` 0 '
29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; sav = z.o; otner = © 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Data form evaluated reach 15' upstream from GPS point
Stream A Data Point 2.
Sinuousity and In-Channel Structures were very weak.

North Carolina Division of Water Quality -Stream Identification Form, Version 3.1
Date: 10/10/2006 Project: Lufkin Road Latitude: 35°43'20.27"N
Evaluator: KHA (CWE, LAL) Site: Stream A-3 Longitude: 78°49'23.45"W
Total Points: 19

Stream is at least intermittent Wake
COUnty: Other
e.g. Quad Name:
if >_ 19 or perennial if z 30
A. Geomorphology Subtotal = 9 Absent Weak Moderate. Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosi 0 1 2 3
3. In-channel structure: riffle- ool se uence 0 1 2 3 ~~ 0
4. Soil texture or stream substrate sortin 0 1 2 3 ,,,,,, 1
5. Active/relic flood lain 0 1 2 3 ,,,,,,, 1 ~~
6. De ositional bars or benches 0 1 2 3 1 °°
7. Braided channel 0 1 2 3 0
8. Recent alluvial de osits 0 1 2 3 0'"'
9a. Natural levees 0 1 2 3 ,,,,,, 0 °~
10. Headcuts 0 1 2 3 """""~ 0
11. Grade Control 0 0.5 1 1.5 °°"° 0 ,
12. Natural valle or draina a wa 0 0.5 1 1.5 1
13. Second or greater order channel on existing
USGS or NRCS ma or other documented evidence.
No = 0
Yes = 3 '""""""
a Man-made ditches are not rated; see discussion in manual
B. H drolo Subtotal = 5.5
14. Groundwater flow/dischar e 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or rowin season
0
1
2 ~ ~~~%%
3 ,,,,L 1 „
16. Leaflitter 1.5 1 0.5 0 1.5
17. Sediment on lants or debris 0 0.5 1 1.5 5
18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5 '(~
19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5
C. Biolo Subtotal = 4.5
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted lants in channel 3 2 1 0 ,,,,,,,~3~
22. Cra Ish 0 0.5 1 1.5 0.5
23. Bivalves 0 1 2 3 0
24. Fish 0 0.5 1 1.5 0
25. Am hibians 0 0.5 1 1.5 ,,,~ 0 .,,~
26. Macrobenthos note diversi and abundance 0 0.5 1 1.5 0
27. Filamentous al ae; eri h on 0 1 2 3
28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5
29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
t Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
No crayfish were observed, only crayfish holes.
<48 hours since last heavy rainfall

North Carolina Division of Water Quality -Stream Identification Form, Version 3.1
Date: 10/10/2006 Project: Lufkin Road Latitude: 35°43'16.80"N
Evaluator: KHA (CWE, LAL) Site: Stream B- Data Pt 1 Longitude: 78°49'22.65"W
Total Points: 30.5
Stream is at least intermittent
Wake
County:
Other
e.g. Quad Name:
ifs 19 or perennial if ? 30
A. Geomorphology Subtotal = 18.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosi 0 1 2 3
3. In-channel structure: riffle- ool se uence 0 1 2 3 3
4. Soil texture or stream substrate sortin 0 1 2 3
5. Active/relic flood lain 0 1 2 3 ~ 1 °%
6. De ositional bars or benches 0 1 2 3 1 ~%
7. Braided channel 0 1 2 3 0
8. Recent alluvial de osits 0 1 2 3
9a. Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
~
11. Grade Control 0 0.5 1 1.5 / 1
12. Natural valle or draina a wa 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS ma or other documented evidence. No = 0 Yes = 3
a Man-made ditches are not rated; see discussion in manual
B. Hvdrolo4v Subtotal =
14. Groundwater flow/dischar e 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growin season
0
1
2
3
2
16. Leaflitter 1.5 1 0.5 0 ~ 1 %
17. Sediment on lants or debris 0 0.5 1 1.5 0
18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5 0.
19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5
C. Biolo4v Subtotal =
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted lants in channel 3 2 1 0 3
22. Cra Ish 0 0.5 1 1.5 1.
23. Bivalves 0 1 2 3 0
24. Fish 0 0.5 1 1.5 0
25. Am hibians 0 0.5 1 1.5 ,,,, 0
26. Macrobenthos note diversi and abundance 0 0.5 1 1.5 0.5
27. Filamentous al ae; eri h on 0 1 2 3 0 . -
28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5 0
29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
>24 hours, but <48 hours since last heavy rainfall event
Grade controls are predominantly roots.

North Carolina Division of Water Quality -Stream Identification Form, Version 3.1
Date: 10/10/2006 Project: Lufkin Road Latitude: 35°43'17.27"N
Evaluator: KHA (CWE, LAL) Site: Stream C-1 Longitude: 78°49'21.82"W
Total Points: 16

Stream is at least intermittent Wake
COUnty: Other
e.g. Quad Name:
if Z 19 or perennial if Z 30
A. Geomorphology Subtotal = 6 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosit 0 1 2 3 °°°°~ "'
3. In-channel structure: riffle- ool se uence 0 1 2 3 0 "
4. Soil texture or stream substrate sortin 0 1 2 3 ,,,~ 0
5. Active/relic flood lain 0 1 2 3 1
6. De ositional bars or benches 0 1 2 3 1 ,
7. Braided channel 0 1 2 3
8. Recent alluvial de osits 0 1 2 3
9a. Natural levees 0 1 2 3 ~~
10. Headcuts 0 1 2 3 0
11. Grade Control 0 0.5 1 1.5
12. Natural valle or drains a wa 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS ma or other documented evidence. No = 0 Yes = 3
a Man-made ditches are not rated; see discussion in manual
B. Hvdroloav Subtotal = 3.5
14. Groundwater flow/dischar e 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or rowin season
0
1
2
3 ''
~ 0
16. Leaflitter 1.5 1 0.5 0 1
17. Sediment on lants or debris 0 0.5 1 1.5 , 0.
18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5 0.5~,,,,,,
19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5 "" 1.50
C. Bioloav Subtotal = 6.5
20b. Fibrous roots in channel 3 2 1 0 ,,,,,,,,~,,,,,
21 b. Rooted lants in channel 3 2 1 0 3 , .
~
22. Cra fish 0 0.5 1 1.5 0.5
23. Bivalves 0 1 2 3 0 ,,,
24. Fish 0 0.5 1 1.5 0
25. Am hibians 0 0.5 1 1.5 0
26. Macrobenthos note diversi and abundance 0 0.5 1 1.5 0 'H'
27. Filamentous al ae; eri h on 0 1 2 3
28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5 0
29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
No crayfish were observed -only crayfish holes.
< 48 hours since last heavy rainfall event
Sinuosity rates moderate to weak for reach evaluated.

North Carolina Division of Water Quality -Stream Identification Form, Version 3.1
Date: 10/10/2006 Project: Lufkin Road Latitude: 35°43'17.73"N
Evaluator: KHA (CWE, LAL) Site: Stream B-2 Longitude: 78°49'21.84"W
Total Points: 19.5

Stream is at least intermittent Wake
COUnty: Other
e.g. Quad Name:
if? 19 or perennial if z 30
B. H drolo Subtotal = 5
14. Groundwater flow/dischar e 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growin season 0 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on lants or debris 0 0.5 1 1.5
18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5
19. Hvdric soils (redoximorphic features) present? No = 0 Yes = 1.5
(: Rinlnnv Ci ~htntal = ~ .ri
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted lants in channel 3 2 1 0
22. Cra fish 0 0.5 1 1.5 0
23. Bivalves 0 1 2 3 0
24. Fish 0 0.5 1 1.5 0
25. Am hibians 0 0.5 1 1.5 0
26. Macrobenthos note diversi and abundance 0 0.5 1 1.5 ` 0.
27. Filamentous al ae; eri h on 0 1 2 3 0
28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5
29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Water in pools, no flowing water
<48 hours since last heavy rainfall
e Man-made ditches are not rated; see discussion in manual

APPENDIX F
NCDENR-DWQ Neuse Buffer Determination Letters

!Mate of Noah ~ar~lina
®apar~rn~nt of ~ource~~ent
and Natural Res
Raleigh Regional C~#f[+ce
lNichael f=. Easley, Governor
VVilliarn G. Ross Jr., ~ecretaiy
August 28, 2401
Todd preuningcr
SRcEC,In~
11010 Haven Ri dge Road
Raleigh, N, C- 27b14
~ ~
~~~
~~ CArtOUNA ~gppgTMEJ•ll' C3F
~Nv~peNM~K7' ANP hIdURAw REG4UKCE~
Subject: Net~se River Basiza Riparian Buffer. Rules
NaR.RO pl-2i2
Lultkin Road Site
S 8c F C Project #! 01-6238
Wake County
Dear Mr. Freuninger:
'This lettet~ will serve as cottt'irmation of the buffer~,eRto ~> ~~us made by S & E C at tl~e subject property
referenced by the Raleigh Regional OffiC~ as N13
'Ilzc features represepted on the Wake County Soils ane ~ thin5the property bovndaries.~ 7wa (~) diffExent
determine their subjectivity to the Neuse Buffer R.ul
stream features are pre,5ent on this proper. ty and ~'heL~loTe are subjecBt to p otect on ujndee tl ~ Neese Rived
Feature B below Flag I.1BR 03 are stxearns and
Basin: Nutrient Sensitive Waters Ivfanagement 5trategya Protection and 11~aintenanec of Exzsting Riparian
Areas, Administrative Code 'C15A:OZ$A233 (NCAE; 0233).
This letter only addresses the applicability c~i"the Nettse Buffer Rules. For information relevant to wetland
and other impacts, please contact the Central Offiee at 733-1786. Thank you for yourez-do n t hesitate to
and if this Office ~~ be of any assistance or if you have additional questions, p
contact us.
Since ly,
Steve Mitchell
Environmental Scientist
eC; ~tRC~Iiol~n 1~omey
Wake County
H ~.obrlet_forlnettse.hutlbuf~l\luftlcinrd.zl2
1628 Mail Service Center, Raleigh, NC 27698~iG28 'Calephone ($t9)57t~70ti FAX [phone]
An E=qual Opportunity Aff3rrnative Attlon Employes 50% reoyciedli0°!a post-consumer paper

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1Ggr,; 5C Data:
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11010 haven Ridge Rd.~ i3ateigh, ~tC 27614
(91~J) 846900 ~ [phone]
Web Fage: www: SandEC: cam

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~'~+ 1).D1O Raven Rtd~ Road, Raietgh• Nottit Carotinn 27G 14 -
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by VOfitlus govafnrcttnt agcrtcias. .he author end/or
rcllt:r at tho !to{twnrc progr'cm sra in no k~oy
rc.ponxible or IiabiE fer the infurmatimz dcpi~hd
herein.. tnquirica concctni:~q tha dots al5auld be
directed to tho eppropriale government a;cncy-~
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1.YffEt't7l:
~ ~wATBtts of rtiE V.S. sus.~ECT TO T1EE HEUS'E R[VER SO R St1xFF,RC [I.e, lncctmittent
~+ rltedtnt; Muet he mnfil'mCd 6y tfit l3SAGY •od DYrQi
' e WATERS qF 'ftlP. U. S. Tt(AT MAY by S1IDJEGTTO TI]E NEUSC RIVER SO R
+" ~• HUFFEli5 ~r~u~t be caafirmert Ay tl+e U5AC8 •nd OwQI
` dY - WAT1;R3 OF TTiE U.S. h0T SUB.IF.CT 7q TRF.1'lYU5'C R('VEti n11PFER5 (mv+t De eonttem
~•' Oy the USACE odd AWQE
w JURfSD1CTt4IIAT. WETIJWD$ (must be Confirmed by the i/SACEi
[~~ a DOiItYQARY OF RVA4UA7P13 AREA
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~~--~..~- • APR 9, 2081
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Q~~~ W H r~~QG RAC ~' J11,.~~ Michael F Easley
~( Governor
~ ~- William a. Ross, Jr., 5ecratary
> Department of Environment and Natural Resources
p ~ 'JUN i 7 2003 Alan W . KlimeEc, Director
bivision of Water Quality
Kltlrl! r S'-ri' ~.-
~h ~ +p'
~YYliR
June 12, 2003
DWQ # 43-0709
Wake Gounty
Page 1 of 2
Kimley-Horn and Associates, Inc,
Attn: Mr. Harlan K. Britt, P.E.
P.O. Bax 33068
Raleigh, NC 27636-3068
Subject Property: Matheny, James M. Property,
Lot 3, Twenty Associates LLP, Lufkin Road, Apex, NC
PIN NUM: 075'1273705
Middle Creek [03-04-02, 27-43-15-(1), C NSW (nutrient sensitive)]
On-Site Determination for Applicability #o the Neuse River Riparian Area Protection Rules
(15A NCAC 2B .0233)
Dear Mr. Britt:
On June 11, 2003, at your request I conducted an on-site determination to review a stream located on the
subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B A233). The feature is labeled on
the attached map initialed by me an June 12, 2003 as "Subject Stream". Division of Water Quality,{DWQ} Staff
from the Raleigh Regional Office (RRO) had previously conducted an on-site determination of the stream. In
your letter to the Director dated June 4, 2003, you requested an appeal of their determination as provided
within 15A NCAC 02B .0233(3)(a).
At your request, I conducted an appeal of their determination as stated above. During my review I evaluated
the stream using the DWQ Stream Glassification Form. I evaluated the stream reach from the pipe under
E.ufkin Road to an approximately four (4} fact deep "head cut" (approximated on the attached map with a
circled "x" labeled "approximate stream origin") and calculated the score to be 13,5 points, I evaluated the
stream reach below the "head cuY' and above the RRO original stream determination and calculated the score
#a be 28.5 points. The farm states that if the scare is "greater than or equal to i 9 points the stream is at least
intermittent". During my evaluation I observed flowing water through out the stream, but i did not include this in
my calculations when using the form because I was not sure when the last rain event was in this location.
Your representative told me that the original de#ermination made by the RRO was performed during the
summer of 2002, This area was in a drought during that period and I believe that this affected the
determination originally made by the RRO.
Based on my evaluation, the DWQ has determined that the stream labeled as "Subject Stream" on the
attached map is at least "intermittent" and is subject to the Neuse Buffer Rule starting at the origin
determined by me on June 11, 2003.. This determination shall replace the determination originally
performed by the Regional Office, Please note that this origin is upstream of the origin previously determined
by the RRO. I hung a flag at this new origin and labeled it "DWQ BZ{my initials) 6/1'1/03 NRB", This new
origin should be identified on'any future plans for this property. The owner (or future owners} should notify the
DWQ (and-other relevant agencies} of this decision in any future correspondences concerning this.property.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the
buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the State.
North Carolina division of water Quality, 401 Wetlands Certifieation Unit,
1650 Mai! Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree f31vd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax}, http;//h2o enr.stata.nc.us/ncwetiands!

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Parcel Number: 0751273705
Map created on 6/12!2003 11:38:38 AM
Copyright 2003.. City of Raleigh, Wake County
N~f~~ Carolina Enwronmentat
~~nd~6t118r1~ Cs011~1l3SIOA
Divfsi n Of Water Quality
Fbt~cvge BElSM~11 B~Bt
Reviewed By
~~
U871t
REID: 0045293
OWNERI: MATHENY, JAMES M
ADOR1: 105 FAIRWAY
VALLEY CT
ADDR2: CARY NC 27513-5678
ADDR3:
DEED BOOK: 08222
DEED PAGE: 1484
DEED DATE: 114/1999
DEED ACRES: 12.08
BLDG VAL: 0
LAND VAL• 818866
81LLING CLASS: 1
LT3TWENTY
DESCRIPTION: ASSOCIATES LLP
BM98-2427
MAP NAME: 075105
PIN NUM: 0751273705
PIN EXT:
CITY:
TOWNSHIP: 20
YEAR BUILT: 0
SALEPRICE: 0
SALEDATE:
TYPE USE: 00
DESIGN STYLE:
UNITS: 0
LAND CLASS: V
ZONING: PC
ADDRESS
ST NUM: 0
ST MISC:
DIR PREFIX:
ST NAME: LUFKIN
ST TYPE: RD
DIR SUFFIX:

of 1 6/12143 11:38 Al

APPENDIX G
Stormwater Operation and Maintenance Agreement

DWQ Project No.
DIVISION OF WATER QUALITY -GRASSED SWALE WORKSHEET
I. PROJECT
Project Name
Contact Person:
Swale ID:
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr.
Max. Velocity from 10 Yr
Min. side slopes
Steepest Effective Slope
Cover Crop
G00 ft.
.5.7 ac.
Z.0 ac.
Storm ~/, 7$ fps
. Storm Sri . bfo fps
3 S I ratio
476 Rift
r12.A~S
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f 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
~KW Vegetation Plan provided on plans
~iK.N1 The underlying soils are permeable and non-compacted
EKV11 Swale carries only stormwater flow
EICwI Water table depth is greater than 1 foot.
E~W Plan details for the swale provided.
~~ L~1 Plan details for the inlets and outlets are provided.
jaw Check dams provided.
F~,r.W The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
~~ The operation and maintenance agreement signed and notarized by the responsible party is provided.

GRASS SWALE SYSTEM OPERATION AND MAINTENANCE AGREEMENT (3/2007)
Name of Project: Lufkin Road and Ten Ten Road Roadway Improvements
Address: Lufkin Road (near the intersection with Ten Ten Road)
Maintenance activities shall be performed as follows:
MAINTENANCE ACTIVITY FREQUENCY
Post-construction monitoring-inspect for vegetation, Check after every heavy rainfall for first 6 months
grading, and erosion. following construction.
Remove excess sediment, especially from the Once a month and after heavy rainfalls/storms.
upstream edge, to maintain original contours and
grading.
Inspect vegetation and revegetate the swale to Once a month and after heavy rainfalls/storms.
maintain a dense growth of vegetation.
Repair any erosion and regrade swale to ensure that Once a month and after heavy rainfalls/storms.
the runoff flows evenly in a thin sheet through the
swale. Check for damaged turf reinforcement or
riprap rolling downhill.
Mow grass to a 6" height. As needed during growing season (at least twice
annually).
Page 1 of 2

GRASS SWALE LOCATION ON SITE (DESCRIBE) HOW WILL IT BE ACCESSED?
1 Along the North side of Lufkin Road near the
intersection with Ten Ten Road Lufkin Road
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Bruce Radford
Title: Town Manaaer
Address: PO Box 250, Apex, NC 27502
Phone
Signatur
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.
1, ~.~C!~'"cRtc~ !~.. ~~(Cti;~QC' 1~ T~ , a Notary Public for the State of IJ v ~N ~~~~-I ~~,
County of ~~A~C~ _ _, do hereby certify that ~~,(C~ ~~~ o2L~
~~ and acknowled a the due
personally appeared before me this ~ day of ~c~~; ~ 4v~~-t~. F ~~ 9
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
~O ~OT,4~y
w. ~
~ AC°~ °d.~Ci
,~, ~.
~`~C~~N~i , ~ , /
SEAL
My commission expires l 0 -~-aGO~
Page 2 of 2