20080430 Ver 1_401 Application_20080308

HONDA
American Honda Motor Co., Inc.
1919 Torrance Boulevard
Torrance, CA 90501-2746
Phone [phone]
March 6, 2008
Ms Cyndi Karoly
401 Unit Supervisor O 8
NCDENR -DWQ
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
RE: American Honda Motor Co., Inc.
Honda Aero, Inc. -Corporate Headquarters and Assembly Facility
Burlington, North Carolina
Dear Ms Karoly:
0430
PSI
Enclosed for your consideration are the following materials for the referenced project for coverage under Water
Quality Certification #WGC 3704, under the non-express program.
• Review Fee (Check payable to N.C. Division of Water Quality in the amount of $570.00).
• Project PCN form and attachments (7 sets)
The application is for 295 linear feet of stream impact to an Un-Named Drainage tributary to Gunn (a.k.a. Gum)
Creek in the Cape Fear River basin. The drainage feature was characterized as "unimportant" at a pre-
application meeting and field review held on November 20, 2007. Mr. Andy Williams and Ms Crystal
Amschler attended for COE and Ms. Sue Homewood attended for DWQ. Mr. Williams determined that
coverage would fall under NW 14 and that mitigation would not be required. A copy of the meeting notes is
included in the PCN package.
The project Stormwater Management Plan has been submitted to the City of Burlington for review under the
NPDES Phase II program; approval documentation will be forwarded separately. The final jurisdictional
delineation plats have been presented to Mr. Williams for signature.
By copy of this letter, we are forwarding a set of review materials to Ms. Homewood.
Your assistance is greatly appreciated. If you have any questions or require additional information, please call.
Yours truly,
Brian Quon
Project Administrator
C: Ms Sue Homewood, DWQ (w/enc.)
Mr. Andy Williams, COE
Mr. Dan Danieley, BAAA
Mr. Eric Stumph, TBI
Mr. Nathan Mathis, BWSC
Q~c~~ad~~
MAP 7 2008
~~r•ir~ VVAf~K CIUAtJTY
44ETI AN[)F, ;AND sTpRMWAI'ER BRANCH

HONDA
American Honda Motor Co., Inc.
1919 Torrance Boulevard
Torrance, CA 90501-2746
Phone [phone]
March 6, 2008
Mr. Andrew Williams
USACOE -Raleigh Field Office
6508 Falls of the Neuse Road
Raleigh NC 27615
RE: American Honda Motor Co., Inc.
Honda Aero, Inc. -Corporate Headquarters and Assembly Facility
Burlington, North Carolina
Dear Mr. Williams:
Enclosed for your consideration is one set of the PCN form and documentation package for NW 14
coverage for the referenced project, as discussed at the pre-application meeting held on November 20,
2007.
The application is for 295 linear feet of stream impact to an Un-Named Drainage tributary to Gunn
(a.k.a. Gum) Creek in the Cape Fear River basin. The drainage feature was characterized as
"unimportant" at the pre-application meeting and field review. A copy of the meeting notes is
included in the PCN package.
The final jurisdictional delineation plats have been forwarded separately to your office for signature.
If you have any questions or require additional information, please call me at [phone]. Your
assistance is greatly appreciated.
Yours truly,
4~:
}
Brian Quon
Project Administrator
C: Ms Sue Homewood, DWQ
Ms Cyndi Karoly, DWQ
Mr. Dan Danieley, BAAA
Mr. Eric Stumph, TBI
Mr. Nathan Mathis, BWSC
o C~~ ~ OdC~ p
MA.~ i 2008
Dtivrt • WA(tR QUALITY
V1~TIANDS AND STORMWAI'ER gR•WCH

HONDA
American Honda Motor Co., Inc.
1919 Torrance Boulevard
Torrance, CA 90501-2746
Phone [phone]
March 6, 2008
Ms. Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
RE: American Honda Motor Co., Inc.
Honda Aero, Inc. -Corporate Headquarters and Assembly Facility
Burlington, North Carolina
Dear Ms. Homewood:
Enclosed for your consideration are the following materials for the referenced project for coverage under Water
Quality Certification #WGC 3704, under the non-express program.
• Project PCN form and attachments (1 set)
The application is for 295 linear feet of stream impact to an Un-Named Drainage tributary to Gunn (a.k.a. Gum)
Creek in the Cape Fear River basin. The drainage feature was characterized as "unimportant" at a pre-
application meeting and field review held on November 20, 2007. Mr. Andy Williams and Ms Crystal
Amschler attended for COE and Ms. Sue Homewood attended for DWQ. Mr. Williams determined that
coverage would fall under NW 14 and that mitigation would not be required. A copy of the meeting notes is
included in the PCN package.
The project Stormwater Management Plan has been submitted to the City of Burlington for review under the
NPDES Phase II program; approval documentation will be forwarded separately. The final jurisdictional
delineation plats have been presented to Mr. Williams for signature.
By copy of this letter, we are forwarding a set of review materials to Ms. Karoly.
Your assistance is greatly appreciated. If you have any questions or require additional information, please call.
Yours truly,
Brian Quon
Project Administrator
C: Mr. Andy Williams, COE
Ms. Cyndi Karoly, DWQ
Mr. Dan Danieley, BAAA
Mr. Eric Stumph, TBI
Mr. Nathan Mathis, BWSC

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Office Use Only: Fonn 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".)
L Processing ~
=-- _w
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: NW14; WGC 3704
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: ~ ~ ~~
D
II. Applicant Information
MAR 7 2008
1. Owner/Applicant Information
Name: American Honda Motor Co. Inc. Mr. Brian Quon, Project AdministrpNOSNAN®sTO~Mw~rERewwct~
Mailing Address: 1919 Torrence Boulevard
Torrence CA 90501
Telephone Number: 310 783-2014 Fax Number: 310 783-2088
E-mail Address: [e-mail]
2. Agent/Consultant 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:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
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 maybe 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: Honda Aero Inc.- Corporate Headquarters and Assembly Facility
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 8863492287
4. Location
County: Alamance Nearest Town: Burlington
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Follow I-40/I-85 to Exit
143 (NC Highway 62). Follow NC 62 southbound less than '/ mile to Hatchery Road (SR
1155). Turn left on Hatchery Road follow eastbound approximately 0.9 miles to Tucker
Street Extension (SR 1154). Turn right on Tucker Street Extension; follow southbound to
site (proximately 0.5 miles to proposed driveway crossing on right).
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): 36.052438 °N 79.458596 °W
6. Property size (acres): 82.154 acres
7. Name of nearest receiving body of water: Gunn (a.k.a. Gum) Creek
8. River Basin: Cape Fear
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eilr.state.nc.us/adluin/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: See Attachment.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
See Attachment.
11. Explain the purpose of the proposed work:
See Attachment.
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.
Jurisdictional Determination Completed. Action ID Pending.
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.
See Attachment.
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.
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.
I . Provide a written description of the proposed impacts: Impacts to unimportant
jurisdictional streams UD and UDT will result from construction of a site drivewayand
associated turn lanes. Impacts include culvert installation, fill and riprap aprons.
Page7of12

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,
ce»arately list impacts due to hcth structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres) 0.00
3. List the total acreage (estimated) of all existing wetlands on the property: 0.00 acres
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
mast he inch~ded_ Tc calculate acrea~e_ multiply length X width. then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 UD Riprap I 9 ~ 12 .0024
2 UD Culvert/Fill I 9' S6 .0116
3 UD Culvert/Fill P 10' 145 .0333
4 UD Riprap P 10' 12 .0027
5 UDT Culvert/Fill I 5' S5 .0063
6 UDT Riprap I 5' 15 .0017
Total Stream Impact (by length and acreage) 295 .0580
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_ excavaticn_ dred~in~_ flooding. drainage. bulkheads. etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)

Total Open Water Impact (acres) 0.00
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S. resulting from the nrciect~
Stream Impact (acres): 0.058
Wetland Impact (acres): 0.00
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.058
Total Stream Impact (linear feet): 295
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.
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.): Excavation embankment
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): aesthetic
Current land use in the vicinity of the pond: open space grass, trees)
Size of watershed draining to pond: 0.24 acres Expected pond surface area: 0.24 acres
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.
See attachment.
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.
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
Page 9 of 12

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, available at
http:,'/h2o.enr.state.nc.ushicwetlands/stnngide.html.
1. 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.
As der discussions with COE and DWQ personnel, no mitigation is proposed/required.
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://h2o.enr.state.nc.us/wrpiindex.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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
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)?
Page 10 of 12

Note: If you are not sure whether aNEPA/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 Multiplier Required
(sauare feed Mitieation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 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. Not applicable.
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
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The site currently features approx. one acre of
impervious surfacing_(driveways and office trailers). Approximately 18.75 acres of impervious
surfacing (driveways, buildings, automobile parking lots, truck operating areas, pedestrian areas,
aircraft parking and an aircraft access taxiway) are currentlyplanned for the development of the
Page 1 l of 12

site. The project Stormwater Management Plan has been submitted to the City of Burlin on for
~~roval under the NPDES Phase II ~ro~ram Approval documentation will be forwarded to
DWQ separately
XII. Sewage 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.
Wastewater from the proposed facility will be discharged to the City of Burlington POTW via a
connection to the existing City sewer located adjacent to the project site.
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
http:/.%h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Based
on master planning efforts the project site is expected to be of adequate size to accommodate the
long term development of the proposed industrial facility and the associated stormwater
mana eg ment practices.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the 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-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~-._- _ __
ANTHONY P. PIAZZA
VICE PRESlOENT
CORPORATE PROCUREiuIE~
Applicant/Agent's S
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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7+V! ~q.

PCN Form Attachment
American Honda Motor Co., Inc.
Honda Aero, Inc. -Corporate Headquarters and Assembly Facility
Burlington, Alamance County, North Carolina
III. Project Information
9. Describe the existing conditions on the site and general land use in the vicinity of the
project at the time of this application:
Historically, the project site was used for crop farming, rural residential and commercial (child
day care) purposes. These occupancies ceased as of July 31, 2007. Since that date, all buildings
and associated site improvements have been removed and site uplands have been graded in
preparation for the proposed industrial facility. Excavated soil materials have been stockpiled in
upland areas on site for future use for airport runway embankment construction. Surrounding
land uses include the Burlington-Alamance Regional Airport, numerous industrial and
commercial facilities, low density residential uses, and vacant land (both cleared and wooded).
10. Describe the overall project in detail, including type of equipment to be used:
The current (Phase I) project involves construction of a building with office and production
space for the manufacture (final assembly) of jet aircraft engines. The project also includes a jet
engine test cell, jet fuel storage tanks, driveways, loading dock pavement, automobile parking,
public roadway improvements (turn lanes) and related site features. Two entrance driveways are
proposed (north and south). The south entrance drive and associated turn lanes will impact a
jurisdictional drainage feature which has been characterized by COE as "un-important."
Standard site work and building construction equipment will be used in constructing the project.
The Phase I project is depicted on Exhibit A. A site master plan (Exhibit B) has been developed,
anticipating phased expansion of the facility.
11. Explain the purpose of the proposed work:
The purpose of the proposed work is the construction of a new manufacturing facility and
associated office space. The facility will produce jet aircraft engines.
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.
Future facility expansion plans are depicted on the site master plan (Exhibit B). It is anticipated
that there will be at least two additional phases of construction activity. The projected dates for
these phases are FY2012 and FY 2016. Building expansion areas for Phases I, II and II are
shown on the master plan. An additional building pad will also be reserved for an undetermined
future (long term) expansion. Based on the recent jurisdictional determination and the site master
plan, future facility expansion is not expected to result in further impacts to jurisdictional or
isolated waters.
Page 1

PCN Form Attachment
American Honda Motor Co., Inc.
Honda Aero, Inc. -Corporate Headquarters and Assembly Facility
Burlington, Alamance County, North Carolina
VII. Impact Justification (Avoidance and Minimization)
Site Constraints
The proposed site for the Honda Aero Corporate Headquarters has numerous natural and
manmade site constraints. The natural constraint is the site topography and the existence of a
jurisdictional drainage feature (mapped as "Un-Named Drainage" or "UD" on the site
jurisdictional plat), located along the southeast property line adjacent to Tucker Street Extension
(SR 1154). The site topography generally slopes across the property from the north to the south.
The drainage feature has been used to provide flow for a small manmade farm pond that is less
than 2 acres in area. The headwaters of this drainage feature appear to be approximately six
hundred feet (600) north of the farm pond. A section approximately three hundred feet (300)
long of the feature has been previously routed through a culvert to allow access to and from
Tucker Street for the farm. The proposed location for a new south site access drive will bisect the
drainage feature in its upper reaches.
Another constraint factor that affected the overall master planning of the facility was the close
proximity of the site to the Burlington Regional Airport. Consideration was given to the planned
extension of the existing runway to the northeast and its direct relationship with the structures
planned for the Honda development. Federal Aviation Administration (FAA) standards for
horizontal and vertical clearances were applied in establishing the site layout, building locations,
floor elevations and building heights. See Exhibit B for the proposed master plan development
of the site.
Topography
The site consists of sloping topography that has a range in elevation of approximately eighty-five
(85) feet. The site has existing slopes in the range of ten (10) percent. With this wide range in
relative elevation, the grading requirements for the proposed development dictated that the site
be graded in such a way to maximize its full potential. The site is also bounded on the south side
by a Gum (a.k.a. Gunn) Creek.
Accessibility
In order to provide the proposed development with site access, two access drives were
determined to be required to provide adequate traffic flow and circulation. These two access
drives will provide the facility with adequate capacity to support operations and provide a safe
means of egress to and from the site for the anticipated full development of the site. Both access
drives are located on Tucker Street Extension. The northern access is required to provide access
during construction of the site and for the deliveries of materials and equipment to the facility
during operations. It will also provide access to the site for future construction operations. The
proposed southern access drive is located approximately nine-hundred and sixty (1,000) feet
south of the northern access drive. This drive will be used for deliveries during the start-up phase
Page 2

PCN Form Attachment
American Honda Motor Co., Inc.
Honda Aero, Inc. -Corporate Headquarters and Assembly Facility
Burlington, Alamance County, North Carolina
of facility operations and will be the main entrance for all facility personnel during operations
from start-up through all anticipated future expansions. See Exhibits A and B for the locations of
the site entrance drives relative to the Phase I project and the site master plan.
Alternate site access drive locations were considered during the planning phase of the project.
Each alternative considered was evaluated based on its natural site access location, facility
requirements and safe access. The northern access drive was selected because it was not only the
natural access point from a grade standpoint but also from its close proximity to the north
property line. This access allowed for easy and safe access from Tucker Street. Tucker Street
Extension is currently signed for 45 MPH. The drive location was evaluated for safe access using
the criteria for safe sight distance in accordance with AASHTO standards based on the posted
speed limit.
The proposed southern access drive was evaluated using the same AASHTO criteria for safe
sight distance and the current posted speed of 45 MPH. The access was also evaluated for a
lower signed speed limit of 35 MPH. While this resulted in a shorter site distance requirement, it
did not relieve the condition of the access drive crossing the drainage feature. The access drive
was also evaluated based on lengthening the site distance, i.e. moving the entrance further to the
south. This evaluation resulted in a problem with the grading for Tucker Street widening
operations impacting the existing pond, without relieving the requirement of crossing the
drainage feature.
As a result of these studies and evaluations, it was determined that the installation of a thirty (30)
inch diameter concrete culvert pipe under the proposed South entrance drive would be the least
detrimental to the existing drainage feature while accommodating safe and efficient site access
and circulation. See the enclosed site plans for the proposed south site entrance details.
Future Site Development
As discussed above, the future site development construction operations will require that a
significant amount of traffic be routed onto the site via the north entrance. During this period, the
southern entrance will be used not only for personnel but will also be used for facility deliveries
of materials and equipment.
Ultimate Facility Operations
At final development the facility will allow truck traffic to access the site through the North
entrance drive and personal vehicles to access through the South entrance drive. This
arrangement will allow for a safe and more efficient operation by separating these two distinct
functions.
Page 3

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Photo 1 -Looking northwest at Un-Named Drainage (UD).
Small tree is adjacent to confluence point UD-C. UDT
flows in from right.
Photo 2 -Looking east from vicinity of confluence point
U D-C at UDT.

USACE A1D# DWQ # Site # {indicate an attached map)
;,,,; STREAM QUALITY ASSESSMENT WORKSHEET .,- -
,::._="
Provide the followinginfarmation for1the stream reach under assessment:
1. Applicant's Hama: ~H~tmt rih Al+"p~f'0 ~~.: ~%Nti~~ 2. Evaluator's name: ~~''~ ~pP~'~~C".?~~
3. Data of evaluation: 1 ~ '~!t^'"~ a D d ~ 9. Time of evaluation: ~ i3 D
/( "~~ 5. Name of stream: wYiylAv++fr~ ~Ytav~, ~/ ~wr (~yghx 6. River basin... Ci1~'~ 1~
l`7 7. Approximate drainage area: ~/' 3 '~Glz~$ 8. Stream order:
9. Len of reach evaluated: ~ G ~ d , L ~ n1
11. Site coordinates (if known): prefer in decimal degrees. I2. Subdivision-name (if any): ~{19
3t~' 03' p6. lo., a ~
Latitude (e~c 34.872312): Longitude (ex. --77.5566Fi):. ~q O~ / e? ~+ a~'\
Method location determined (circle}: GPS Topo Sheet Ortha (Aerial) Photo/GIS ` Other G1S Other x'45 ~ i/~~
13. Location of reach under evaluation {note nearby roads and landmarks and at#ach ffiap ident+ ing stream(s) locatyion)
.~tis'l' Ntnr -i`v`~~r Stv~' a~~ ~w~, ~ alae~`~ attO~~No~w~f~rvk~On ~v~r ~ JQwT't~rr+ ,fib.:.
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14. Proposed chapel work (if any): itiK a~+~- ~ p vSS1b~'L G~o56~W,~
25. Recent weather conditions: ~ \\' -
I5. Site conditions at time of visit ywus d w5o'v+~ 51.x__, ~ 6~--/~>r.S` -Sower 41A'K/~1MIis +W YGIN
17. Identify any special waterway classifications known: Section lfl _,-_,T~daI Waters ,Essential Fisheries Habitat
-Trout Waters . ,-Outstanding Resource Waters /Nutrient Sensitive Waters Water Supply Watershed (I-N)
18. Is there a pond or lake located upstream of the evaluation point? , YES NO If j+es, estimate the water, surface area:
~.._ _
19. Does channel appear on USGS quad map? YE5 NO 20. Does channel appear on'USDA. Soil Survey? YES NO
21. Estirnated watershed land use: 3 0 % Residential ,% CommercFal a© "/o Industrial ~0 %a Agricultural `.
~_ ~% Forested ~% Cleared /Logged _% Other ( ,1
22. Bankfiili width: a ' 3 ~ - _ ~ ~ , 23 Bank height {from bed to' top of bank):. •. ~ " 3 ~
24. Channel slope down center of stream: -Flat (0 to 2%) Gentie~(2 to 4%) . , +/IVloderate.(4 to 10%) -Steep {>I O%)
25. Channel sinuosity: / Straight / Occasionat bends ::Frequent meander ~ Very sinuous.. -Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every 'characteristic must bescored using'the.seme:ecoregion. 'Assign paints
to each characteristic within the ,range shovvFt for the ecoregion.. Page 3 provides :a .brief desotiption of how to :review :the
characterestics identified in the worksheet.. Scores should reflect an overall.assessmentoflhe stream reach :'uiiiler.evaltiation. If a
characteristic, cannot. be evaluated due to site or weather conditions, enter 0 in the scanng :box `and .provide: an explanation. in the
comment section Where. there are obvious cfianges in the character;of a stream;under review+(e g the stream flows from a,pasture
into. a forest), the stream inay be divided alto smaller reaches that display.more-continuityand.a sepaiate form used to evacuate ;each
:..
reach. The total score.assigned to a strewn-reach must range between fl and- 1fl0,' .with a score of.It)0 representing a, stream of,the
highest quality.
Total Scare fros~tt reverse : ~, ~ S
~.. .._:~1.,:1n .L) _~g .~~ _. Comments. C~ag+ta~>~'~' fxltst~ ~o-iw f3+trlln a,~~ ~
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So~+-r$ Wa.`~+- iS iVhnONN~+ad ti~i'f1+ty--- .,t, rya ~ ~ - _ - --
Vb ~ c.~ ~t
Evaluator's Signature ~ ~ Date 13 ~Nr> ~~~/
This channel~evaiuation:form is intepded to b -used: only its a'guide to assist lundownet-s'and enviraumental professionsxls in
gathering the data required by the United States Army Corps of Engineers to ..make a .preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particulser imitigatie>n rstao or requirement. Farm subject to change-version flb103. To Comment, please ca11919-876-8441 x 26.

`~
STREAM QUALITY ASSESSMENT WQRKSHEET
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2

SAL B E RT & B ~ZIG~---~T'
MEMORANDUM
Date: December 6, 2007
To: File & Attendees
From: Eric M. Stumph, P.E
RE: Burlington-Alamance Regional Airport
Honda Aero Facility
TBI No. 2101-0702
Subject: Pre-Application Meeting (401/404); November 20, 2007; 3:30 pm; American Honda
Site Trailer, 2989 Tucker Street Extension, Burlington NC
Attendees: See attached list.
Notes:
This meeting was held to discuss 401/404 coverage for jurisdictional impacts associated with the
primary site access driveway for the Honda Aero facility.
Talbert & Bright (TBI) is the engineering consultant to the airport. Barge Waggoner Sumner & Cannon
(BWSC} is the architectural and engineering consultant to Honda. The parties and their consultants are
cooperating relative to the permitting effort.
Joe Ledford of BWSC provided an overview of the facility. Honda Aero is developing a jet engine
manufacturing facility on the site. The current construction program involves office and manufacturing
space, an engine test cell and associated parking, loading dock, driveway and ancillary facilities. Future
phases include parts manufacturing and an engine servicing facility. All phases include space for
potential expansion. The site also includes reserve space for potential longer term facility expansion.
The airport is temporarily storing soil borrow material on the Honda site. The material is intended for
embankment construction for the proposed runway extension. The airport has obtained individual
401/404 permit coverage for the runway extension.
The recent jurisdictional delineation and mapping effort (final map pending) encompassed lands
recently acquired by the Airport Authority, from which an 82 acre parcel is being configured for
(imminent) transfer to Honda. The jurisdictional map shows the new boundaries between Airport and
Honda land.
ENGINEERING & PLANNING CONSULTANTS
WWWTALBERTANDBRIGHTCOM
4810 SHELLEY DRIVE WILMINGTON. NC 28405 910.763.5350 FAX [phone]
WILMINGTON, NORTH CAROLINA CHARLOTTE, NORTH CAROLINA RICHMOND, VIRGINIA

Honda Aero -Burlington
Page 2
The jurisdictional impacts associated with the site driveway involve less than 300 linear feet of impacts
to drainages. The exact limits of impacts are not yet final. BWSC is shifting the driveway slightly to
the south to better align with an existing driveway across Tucker Street, as per coordination with
NCDOT. No further jurisdictional impacts are anticipated for the development of the Honda parcel.
Mr. Ledford summarized site layout constraints and DOT driveway requirements which result in the
proposed driveway location. Mr. Williams inquired whether a driveway location farther south was
considered, which would place the jurisdictional crossing in the area of the existing pipe line. Mr.
Ledford advised that such a location would shift Tucker Street turn lane construction southward,
resulting in impacts to the pond.
Mr. Williams indicated that the driveway impacts, including those associated with turn lane
construction along Tucker Street should be permitted together under Nationwide Permit 14 (Linear
Transportation Projects). Total impact must be less than 3001inear feet.
Since impacts are expected to exceed 1501inear feet, mitigation will be required for important stream
impacts. It is anticipated that mitigation may not be available from NCEEP. On-site mitigation could
take the form of removing all or a portion of the pipe segment and restoring the stream channel and
buffer. A detailed mitigation plan and monitoring program would be required. Following the meeting,
the drainages above the pipe segment were field reviewed by Mr. Williams and Ms Homewood. These
areas were determined to be unimportant jurisdictional drainages; hence mitigation will not be
required. The PCN application package must document minimization and avoidance.
The applicant does not need to be the property owner, but the property owner must authorize the
applicant in writing. The applicant should be the party having long term responsibility for compliance
with the 401 and 404 permit conditions.
Ms Homewood advised that the 401 coverage will require stormwater management plan approval.
Recent policy changes allow approval by the City of Burlington under its NPDES Phase II program to
cover this requirement. Documentation of the City approval must be provided to DWQ, but a copy of
the stormwater management plan is not required.
Ms Homewood advised that the express permitting option may not be significantly faster for this
project, since field review and pre-application meeting efforts have been completed. If the non-express
route is chosen, send the PCN package to Raleigh, with a copy direct to Ms Homewood in Winston-
Salem.
END OF MEMORANDUM

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OR. CHK. DATE QESCRIPTlOFI
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, -- ~"

HEADWALL /
EXISTING
= '
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GROUND ~-
EXIST. 24" RCP
-RIP-RAP

This certifies that this copy of this plat identifies as watere of the US or wetlands all areas of
waters of the US, including wetlands, regulated pursuant to Section 404 of the Clean Water Act as
deiermined by the undereigned on This date. Unless there is o change in low or our published
regulations, this determination of Section 404 jurisdiction may be relied upon for a period not to
exceed 5 years from this dote. This determination was made utilizing the 1987 Carps of Engineers
Wetland Delineation Manual.
DATE:
SECTION 404 JURISDICTION AREA TOTALS
(tor entire pro)eA area)
WETLAND
Total Area = 0.005 Acrest
STREAM
Intermittent - 1914 LF
Perennial - 6240 LF
Pond Area = 1.27 Acrast
ISOLATED (NONJURISOICTIONAL) FEATURES
Intermittent - 187 LF
Pond Area = 0.74 Acrest
SECTION 404 JURISDICTION AREA TOTALS
Qar Lot 2)
WETLAND
Total Area = None
STREAM
Intermittent - 183 LF
Perennial - 733 LF
Pond Area = 1.27 Acrest
ISOLATED (NONJURISDICTIONAL) FEATU
Intermittent -None
Pond Areo = None
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LINE TABLE
LINE LENGTH BEARING
L1 53.66' S09'17'11"E
L2 52.67' N57'21'43"W
L3 72.71' N6T41'O6'W
L4 51.93' S82'14'41'E
L5 69.42' N8B'14'S6°E
L6 147.72' 574'55'19"E
L7 78.68' N89'25'44"E
LB 48.60' 575'52'37"E
L9 110.93' 584'35'13"E
L10 5D.75' N89'15'42"E
L11 15.00' N02'13'32"E
L12 109.44' N86'13'32"E
L13 147.42' S84'37'S1"W
L14 549.34' N17'43'O6'Y!
L15 52.83' N61'43'20"W
L16 199.82' S63'38'S4"W
L17 139.43' S55'03'S2"W
L18 137.45' S6716'231N
L19 118.41' S72'04'07"W
L20 239.89' N59'12'40"W
L21 207.29' N70'45'46"W
L22 30.00' N12'31'21"E
L23 86.67' N82'39'03"W
L24 1D8.05' S7T04'10"W
L25 83.81' S56'44'14"W
L26 117.06' S10'19'13"W
L27 82.96' S26'25'07"W
L28 63.64' S05'23'19"W
L29 119.85' S24'31'30"W
L30 72.66' S8J'39'54"W
L31 77.55' N65'34'25'14
L32 66.32' N44'48'12"W
L43 98.91' S82'10'11'W
L44 106.40' N26'33'13 E
L45 57.60' S80'00'131Y
146 115.92' N4T 18'381Y
L47 15.39' N8T18'131Y
L48 86.79' N2T23291y
CURVE TABLE
CURVE CH. BEARING CHORD RADIUS
C1 S54'37'16"E 268.29' 1701.53'
C2 S35'33'271y 134.36' 2625.02'
C3 S23'42'10"W 336.59' 955.07'
C4 S01'15'17'E 57.42' 1673.88'
C5 SO6'53'26"E 75.68' 1036.24'
C6 $05'43'47"E 211.49' 1673.88'
LEGEND
Q Existing Iron Pipe (EIP)
Calculated Point
Notes:
1) Na title search was performed by this firm
during the course of this survey.
2) The property shown hereon is subject to all
easements of record affecting same.
3) This firm makes no guorontee os to the
existence or bcation of any burial sites,
underground improvements, or utilities across this
property. Any underground utilities or
improvements shown hereon have been located
from visible evidence and avalable information.
4) No internal inspection of this property was
made by this firm during the course of this
survey.
5) Areas are calculated by coordinate geometry.
6) No geodetic monuments were found within
2000' of the subject property.
7) Water boundaries ore subject to change due
to natural causes and may or may not represent
actual location of the limit of title.
8) Dashed lines represent boundaries that were
not surveyed by this firm at the present Time.
9) See Plat Book 72 Page 145 far more detaled
boundary information.

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BOSWELL SURVEYORS INC.
c N ~ q ~ 505 East Davis Street
~• w Burlington, NC 27215
t° m 336.227.8723 (phone)
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Soil Map-Alamance County, North Carolina
(Honda Site )
r~ _7
N Meters
A 0 100 200 400 600
Feet
0 450 900 1,800 2,700
LSDA Natural Resources Web Soil Survey 2.0
Conservation Service National Cooperative Soil Survey
1 /3/2008
Page 1 of 4

Soil Map-Alamance County, North Carolina
(Honda Site )
MAP LEGEND
Area of Interest (A01)
Area of Interest (AOI)
Soils
Soil Map Units
Special Point Features
~~j BIOWOUt
® Borrow Pit
Clay Spot
f Closed Depression
~{ Gravel Pit
Gravelly Spot
~ Landfill
1~~ Lava Flow
,,~, Marsh
Mine or Quarry
0 Miscellaneous Water
© Perennial Water
v Rock Outcrop
+ Saline Spot
Sandy Spot
Severely Eroded Spot
0 Sinkhole
~~ Slide or Slip
~ Sodic Spot
.,, Spoil Area
~ Stony Spot
MAP INFORMATION
,~ very Stony Spot Original soil survey map sheets were prepared at publication scale.
Viewing scale and printing scale, however, may vary from the
,p wet Spot original. Please rely on the bar scale on each map sheet for proper
~ Other map measurements.
Special Line Features Source of Map: Natural Resources Conservation Service
Gully Web Soil Survey URL: http:llwebsoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N
Short Steep Slope
This product is generated from the USDA-NRCS certified data as of
~. r Other the version date(s) listed below.
Political Features Soil Survey Area: Alamance County, North Carolina
Municip alities Survey Area Data: Version 7, Sep 18, 2007
* Cities Date(s) aerial images were photographed: 113011993
Urban Areas
The orthophoto or other base map on which the soil lines were
Water Features compiled and digitized probably differs from the background
Oceans imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
,,.. Streams and Canals
Transportation
+i-F Rails
Roads
rte` Interstate Highways
,f,~., U5 Routes
State Highways
~,,,. Local Roads
Other Roads
U~ Natural Resources Web Soil Survey 2.0 1/312008
~ Conservation Service National Cooperative Soil Survey Page 2 of 4

Soil Map-Alamance County, North Carolina
Honda Site
Map Unit Legend
Alamance County, North Carolina (NC001)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Cd Chewacla fine sandy loam, 0 to 19.4 2.6%
2 percent slopes,
occasionally flooded
Ce Colfax sandy loam, 2 to 6 2.9 0.4%
percent slopes
Cg Congaree fine sandy loam, 0 to 22.7 3.0%
2 percent slopes, frequently
flooded
DbB Davidson clay loam, 2 to 6 3.8 0.5%
percent slopes
DbC Davidson clay loam, 6 to 10 3.3 0.4%
percent slopes
EcC3 Enon clay loam, 6 to 10 percent 3.4 0.5%
slopes, severely eroded
(Wynott)
EcD3 Enon clay loam, 10 to 15 4.4 0.6%
percent slopes, severely
eroded (Wynott)
EdB Enon fine sandy loam, 2 to 6 6.1 0.8%
percent slopes (Wynott)
EdB2 Enon fine sandy loam, 2 to 6 0.4 0.1
percent slopes, eroded
(Wynott)
EeB Enon loam, 2 to 6 percent 22.0 2 g%
slopes (Wynott)
EeB2 Enon loam, 2 to 6 percent 48.1 6.4%
slopes, eroded (Wynott)
EeC Enon loam, 6 to 10 percent 19.3 2.6%
slopes (Wynott)
EeC2 Enon loam, 6 to 10 percent 56.3 7.5%
slopes, eroded (Wynott)
EeD Enon loam, 10 to 15 percent 17.9 2.4%
slopes (Wynott)
EeD2 Enon loam, 6 to 10 percent 32.4 4.3%
slopes, eroded (Wynott)
IaB2 Iredell loam, 2 to 6 percent 121.1 16.0%
slopes, eroded
IaC2 Iredell loam, 6 to 10 percent 38.4 5.1
slopes, eroded
Ib6 Iredell sandy loam, 2 to 6 0.2 0.0%
percent slopes
LaD3 Lloyd clay loam, 10 to 15 3.2 0.4%
percent slopes, severely
eroded (Gwinnett)
LbB2 Lloyd loam, 2 to 6 percent 15.8 2.1
slopes, eroded
Natural Resources Web Soil Survey 2.0 1/3/2008
Conservation Service National Cooperative Soil Survey Page 3 of 4

Soil Map-Alamance County, North Carolina
Honda Site
Alamance County, North Carolina (NC001)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
LbC2 Lloyd loam, 6 to 10 percent 64.9 8.6%
slopes, eroded
LbD Lloyd loam, 10 to 15 percent 3.5 0.5%
slopes
LbD2 Lloyd loam, 10 to 15 percent 19.4 2.6%
slopes, eroded
Ld Local alluvial land, well drained 3.3 0.4%
MaC3 Mecklenburg clay loam, 6 to 10 6.4 0.8%
percent slopes, severely
eroded
Mb62 Mecklenburg loam, 2 to 6 31.2 4.1
percent slopes, eroded
MbC2 Mecklenburg loam, 6 to 10 62.1 8.2%
percent slopes, eroded
MbD2 Mecklenburg loam, 10 to 15 8.7 1.2%
percent slopes, eroded
Mc Mixed alluvial land, poorly 4.0 0.5%
drained
Me Moderately gullied land, Cecil, 7.5 1.0%
Appling, and Lloyd materials,
6 to 15 percent slopes
(Pacolet)
Mg Moderately gullied land, 23.0 3.0%
Helena, Enon, and Wilkes
materials, 6 to 25 percent
slopes
Sa Severely gullied land 4.2 0.6%
Sb Starr loam, 2 to 6 percent 26.2 3.5%
slopes, occasionally flooded
W Water 4.3 0.6%
WbB Wilkes soils, 2 to 6 percent 6.5 0.9%
slopes
WcE Wilkes stony soils, 15 to 25 19.1 2.5%
percent slopes
Wd Worsham sandy loam, 2 to 6 19.8 2.6%
percent
Totals for Area of Interest (AOI)
755.3
100.0%
~~ Natural Resources Web Soil Survey 2.0 1/3/2008
~ Conservation Service National Cooperative Soil Survey Page 4 of 4