20191641 Ver 1_PCN Form Submission_20191127

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20191641
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Reggie Jackson Airport Honda
1a. Who is the Primary Contact?*
Gene Cocchi
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11/27/2019
Nearest Body of Water
Sycamore Creek
Basin
Neuse
Water Classification
B, NSW
Site Coordinates
Latitude: Longitude:
35.901367-78.768171
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\sagoss
1c. Primary Contact Phone:*
[phone]
V

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple Ni
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
39 - Commercial/Institutional Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
ILF Acceptance Letter.pdf
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
0 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Hendrick Automotive Group
2b. Deed book and page no.:
Book: 13295 and Page No: 0453. Book: 16226 and Page No: 2576
2c. Responsible party:
Gene Cocchi
2d.Address
Street Address
6000 Monroe Road, Suite 100
Address tine 2
city
Charlotte
Postal / Zip Code
28212
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Eric Nagy
State / Rovince / Region
North Carolina
Country
USA
2f. Fax Number:
[phone]
80.32KB
r Yes r No
r Yes r No
U

4b. Business Name:
EMH&T Inc.
4c.Address
Street Address
301 McCullough Drive, Suite 109
Address Line 2
city
Charlotte
Postal / Zip Cate
28262
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization Form.pdf
State / Province / Riegion
North Carolina
Country
USA
4e. Fax Number:
233.44KB
C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
City of Raleigh
2. Project Identification
2a. Property Identification Number:
Multiple (see Agent Authorization Form)
2c. Project Address
Street Address
9500 Lumley Road
Address Line 2
City
Raleigh
Postal / Zip Code
27617
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Sycamore Creek
3b. Water Resources Classification of nearest receiving water:*
B, NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010802 (Turkey Creek)
4. Project Description and History
2b. Property size:
16.67
State / Rovince / Ffgim
North Carolina
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
41.441 Oak -Pine Forest - The headwater stream is located wthin an upland forested area between the highway and a parking lot. This northeastern portion of the project area is
dominated by a mix of White Oak and Loblolly Pine. Other upland trees such as Sweetgum and Sycamore are also located in the project area.
1.05.03 Air Transportation Facilities - The western portion of the project area was developed in the mid-1990s as a parking lot. The lot was utilized as airport parking due to its close
proAmity to the Raleigh -Durham International Airport. From looking at Google Earth aerial photographs, it appears the parking lot was closed between 2010 and 2013 as formal airport
parking but portions of the site are still being utilizing for miscellaneous overflow parking facilities.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Exhibit 2 - USGS.pdf 1.43MB

4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Exhibit 3A - Soils.pdf 1.39MB
Exhibit 3B - Soils.pdf 1.12MB
4f. List the total estimated acreage of all existing wetlands on the property:
No wetlands
4g. List the total estimated linear feet of all existing streams on the property:
400 linear feet open channel (Perrenial); 21 linear feet existing culvert
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a Honda Dealership and Service Center within a market area of Raleigh not currently served by another Honda dealership franchise
area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Hendrick Automotive Group is proposing to construct an automotive dealership and service center. The project area is currently comprised of a wooded area containing a headwater
stream and epsting parking lots. The proposed 52,726 square foot footprint of the building will include an automotive dealership showroom, service reception area, service center, parts
warehouse, and office space. It does have a second floor with additional square footage. It is imperative to the functions of the dealership that the proposed development circulate
vehicular traffic both inside and outside the building. To account for this circulation, the drive aisles provide direct access for service center customers to the overhead doors for the
service bays, service receptions, parts delivery drop off, etc. The drive aisles also provide direct access for dealership customers to parking near the dealership, circulate customer
traffic efficiently around the building, and then allowtraffic an exit back out to Lumley Road. Hendrick needs an estimated 860 total parking spaces around the building to allow sufficient
space for dealership inventory as well as customer, service center, and staff parking. The parking needed for new inventory vehicles includes 150 display spaces and 250 storage
spaces. The parking needed for used vehicle inventory includes 200 display spaces. The dealership needs 30 customer parking spaces and 120 service center storage parking
spaces. Finally, 110 parking spaces are needed for employee parking.
The project Will impact 294 linear feet of stream, 20,272 square feet of Zone 1 state riparian buffer, and 16,101 square feet of Zone 2 state riparian buffer in order to construct the
proposed building, surrounding drive aisles, and parking areas. The proposed project will also impact 21 linear feet of currently culverted stream. Due to the Raleigh -Durham Airport
Authority's planned purchase of the southern portion of the project area and City of Raleigh requirements, the building cannot be constructed in a manner that completely avoids
impacts to the stream. The flowfrom the stream will be encapsulated within the 48 inch stormwater pipe being constructed around the building and beneath drive aisles as well as
parking lot. A retaining wall is being utilized in order to avoid impacts to Stream 1 to the maximum practical extent. No indirect impacts to downstream waters are expected to occur as
part of this project due to the use of erosion and sediment control BMPs during construction and stormwater treatment after construction. Stormwater from the site Will be routed into
underground storage and through a sand filter, or Raleigh approved equivalent BMP that will remove the appropriate amount of nitrogen before being discharged back into the
environment. Underground stormwater detention and treatment will allowthe site to meet project requirements and allowfor minimization of stream impacts. Construction equipment Will
include typical equipment seen on most development sites.
4j. Please upload project drawings for the proposed project.
2019-11-18 Stream Impact Exhibits 7 + 8,pdf 29.29MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
r No
Comments:
EMH&T delineated the property. The USACE (Ross Sullivan) conducted a site visit on July 31, 2019.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Eric Nagy
Agency/Consultant Company:
EMH&T Inc.
Other:
Ross Sullivan, USACE (7/31/2019)
5d1. Jurisdictional determination upload
Lumley Road Project_ Delineation Report.pdf
5.79MB
Updated 2019-11-11_Wetland Delineation Map.pdf 329.21KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes
O No
7b. If yes, explain.
O Unknown
The limits of Phases 1 & 2 of this project are both shown within this permit application and will amount to complete development of the project area. Phase 1's limits of disturbance
amount to 7.7 acres and include construction of the automotive dealership building, drive aisles providing vehicular circulation in and around the building, and immediate parking needs.
Additional future parking is necessary to the south of the proposed Automotive Dealership and will be completed under Phase 2. The proposed future modifications to Lumley Road by
the Raleigh -Durham Airport Authority are resulting in a delay in the construction of Phase 2 by Hendrick Automotive Group. Hendrick must wait to build Phase 2 until the plans for the
Lumley Road relocation are finalized. Hendrick expects to build additional parking up to the future right-of-way along the relocated Lumley Road. No additional impacts are expected for
Phase 2. No perennial streams, intermittent streams, wetlands, or ponds are located within the footprint of Phase 2.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
Currently there are no other 4041401 Permits that are intended to be used to authorize any part of the proposed project, including Phase 2 of the project. The realignment of Lumley
Road, a public roadway, is a separate project being conducted by the Raleigh -Durham Airport Authority. No future surface water permitting is expected.

D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries W Buffers
r Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type* 3f. Type of 3g. S. width * 3h. Impact :1
(?) Jurisdiction* length*
Grading, Culvert Permanent Culvert Stream 1 Perennial Corps ]�;;;]E('4
9� P)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
294 0
31. Total stream and ditch impacts:
294
3j. Comments:
Originally EMH&T delineated two stream channels on the property that were considered non -jurisdictional, ephemeral channels by the USACE on July
31, 2019. The USACE also decide that the area delineated as wetland by EMH&T did not meet the three wetland criteria. Therefore, the non -
jurisdictional features have not been included within this permit application.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
EI Meuse r Tar -Pamlico
C Catawba r Randleman
C Goose Creek r Jordan Lake
r Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
grading, placement of fill, and building of
structures
P
ream 1
f
Yes
20,272
16,101
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 20,272.00 16,101.00
Zone 1 Zone 2
Total combined buffer impacts: 20,272.00 16,101.00
6i. Comments:
Session Law 2019-199 (House Bill 206) was recently passed in North Carolina. Section 3.1.(a) of the law states that the definition of an "Airport
Impacted Property' includes: "Any tract of property contiguous to airports located in the Neuse River Basin served by greater than 50,000 flights
annually that is impacted by a relocation of State -maintained road to accommodate expansion or relocation of airport operations." It continues in
Section 3.1.(c) "Implementation - Notwithstanding subdivision 6 (Table of Uses) of the Neuse River Basin Riparian Buffer Rule, uses of Airport
Impacted Property shall be designated as Allowable with Mitigation."
In accordance with Session Law2019-199 (House Bill 206), the Site meets the definition of an "Airport Impacted Property", thus the proposed impacts
to the state riparian buffers are Allowable with Mitigation.
Supporting Documentation
2019-11-18 Buffer Impact Exihibits 9 + 10.pdf 29.31 MB
E. Impact Justification and Mitigation

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:

Hendrick Automotive Group's market research indicates that the Raleigh automotive market will support a Fonda dealership near the Raleigh -Durham
International Airport. This general area is intersected by two major highways, 1-540 and SR 70 (Glenwood Avenue). During the site selection process
Hendrick searched for a property that would meet the following requirements:
is located at least 10 miles from the nearest existing Honda dealership,
• has 14 to 20 acres of buildable area that is available and zoned for development,
• lacks or contains minimal surface water features,
is easily accessed from one or both of the major highways in the area,
• has good highway visibility, and
is not in an area to be developed by airport expansion.
Honda franchise rules dictate that a competing Honda dealership franchise cannot be constructed within a 10 mile radius of an existing Honda
dealership. Three other Honda dealerships exist within this market area, including Crown Honda of Southpoint, Leith Honda, and Autopark Honda of
Cary, which limits Hendrick Automotive Group to a 5.7 square mile area to develop a new dealership franchise. This 5.7 square mile area is located in
an area that is either heavily developed or protected by the State of North Carolina as William B. Umstead State Park.
Hendrick identified three off -site alternatives (comprised of seven parcels) that were vacant and zoned correctly within this area. Fred Anderson owns
the first potential alternative, three contiguous parcels totaling 14.47 acres adjacent to his existing Toyota Dealership and also adjacent to a State
Park. This property is mostly wooded and the according to the USGS topo map and USFWS NWI Map contains a stream and a potentially jurisdictional
pond. Development of this site for the current project would likely result in impacts to regulated surface water features, and since this land is already
owned by an existing competing dealership, it would not be available for sale to Hendrick Automotive Group. The second alternative is two parcels
totaling 12.23 acres that is owned by Ward Transformers and located west of Mt. Herman Road. This property has difficult access and visibility, as Mt.
Herman Road is a dead-end road. It is also a superfund site that is contaminated with PCBs and has not been cleared for future development. The
property is also likely to be affected by the future realignment of Lumley Road and/or an increased airport approach right-of-way. This site does not
appear to contain streams and/or wetlands as it was historically developed. No surface venter resources were mapped for this property. Reward
Properties LLC and the WT 70W LLC own the third alternative, a combined 6.24 acres west of Mt. Herman Road which has difficult access as Mt.
Herman Road is a dead-end road. The property is approximately half wooded, however, no surface water resources were mapped for this property.
The property could also be utilized by the airport as an increased airport approach right-of-way and the property is too small to be a viable option
based on the building size and parking areas needed to serve the dealership. For these reasons, there are no other alternative properties currently
available that meet the requirements for this project.
Hendrick Automotive Group is planning to utilize approximately 12.5 acres of their own property and approximately 1.65 acres of property that will be
leased from the airport for the proposed project. Hendrick has owned the northern three parcels of the property since 2008 and the southern parcel of
the property since 2015. The property has road frontage on Lumley Road, which has direct access from 1-540 and SR 70 (Glenwood Avenue). The
southern approximately 4 acres of Hendrick's owned property will be purchased by the Raleigh -Durham Airport Authority for a future realignment of
Lumley Road in order to accommodate airport expansion. Hendrick is planning to utilize 7.7 acres of their property to construct Phase 1 of the project,
leaving their remaining 8.7 acres as existing parking lot to serve the dealership until it's demolished with the Lumley Road realignment. Due to
approximately 4 acres of parking lot area being lost during the relocation of Lumley Road, Phase 2 of the project will include 1.65 acres of airport
owned property being leased and developed to accommodate parking needs. Hendrick will utilize approximately 14 acres for their project, which is
sufficient space to construct the currently proposed project. This property was determined to be the only viable option for the proposed development
when compared to the three off -site alternatives that have been evaluated. One jurisdictional stream, Stream 1, bisects the northern portion of the
property which requires a Nationwide Permit #39 and 401 Water Quality Certification (WQC). This property meets the requirements for the project and
is the best option available to Hendrick.
Hendrick Automotive Group has a number of design requirements for development of the property for the proposed use of an automotive dealership
and service center. The wide drive aisles have been designed for enough turning movement for routing car haulers and parts delivery trucks though
the site. The proposed automotive dealership also includes a service center, which requires vehicle circulation both inside and outside the building. To
account for this circulation, the drive aisles provide direct access for service center customers to the overhead doors for the service bays, service
receptions, parts delivery drop off, etc. The drive aisles also provide direct access for dealership customers to parking near the dealership, circulate
customer traffic into and around the building, and release exiting traffic back out to Lumley Road. Hendrick needs an estimated 860 total parking
spaces around the building to allow sufficient space for dealership inventory, dealership customer parking, service center parking, and staff parking.
The parking need for new inventory vehicles includes 150 display spaces and 250 storage spaces. The parking need for used vehicle inventory
includes 200 display spaces. The dealership needs 30 customer parking spaces and 120 service center storage parking spaces. Finally 110 parking
spaces are needed for employee parking. The dealership showroom has been designed to contain five cars, 16 closing stations for purchasing
customers, four new vehicle delivery spaces below the canopy, and office space. The service center contains 37 total service bays, space for 12 cars
within the service reception area, and office space. In order to accomplish the above stated needs, the building must be placed near the center of the
site with parking and drive aisles surrounding it.
Hendrick Automotive Group also looked at options for avoiding stream and state riparian buffer impacts on -site. However, there were numerous
constraints that made complete avoidance or further minimization impractical which include the following:
• The Raleigh -Durham Airport Authority plans to purchase the southern approximately 4 acres of Hendrick's property to realign Lumley Road and
create more space for the airport's expansion.
• There is an inability to purchase property from the Airport in order to off -set the loss of property for the Lumley Road realignment, as the Airport will
only lease property.
• The building is a several million dollar investment and cannot encroach on the area that will be leased from the airport. It also cannot span a parcel
boundary per standard building code requirements. Therefore, Hendrick's property in the southwest corner does not have enough space for the
building. Hendrick is planning to lease 1.65 acres from the airport in order to develop additional parking needed for the project.
• There are City of Raleigh requirements for 50 foot wide setbacks along Lumley Road and SR-70 (Glenwood Avenue) which prohibit buildings or
parking lots to be placed within those areas. They also require tree save areas along the Glenwood Avenue frontage.
• There is a City of Raleigh requirement for a private access drive through the property to serve adjacent parcels for vehicular circulation and cross -
access between abutting lots.
• There is a City of Raleigh requirement that sites larger than 5 acres within the Airport Overlay zoning district be divided into segments less than 5
acres by a 100' wide tree canopy.
The proposed loss of property to the Raleigh -Durham Airport Authority in combination with City of Raleigh requirements have reduced the
developable portion of the site and have forced Hendrick Automotive Group to place the footprint of the proposed automotive dealership on Stream 1
and its associated state riparian buffers. This is the only area on the property with sufficient space to accommodate the building and required
vehicular flow surrounding the building. It is also the portion of the site with the best visibility from both Lumley Road and SR 70 (Glenwood Avenue) as
well as good access from the existing alignment of Lumley Road. This area is in close proximity to the busy Lumley Road/ SR 70 (Glenwood Avenue)
Intersection. Stream impacts have been avoided to the maximum practical extent by proposing a retaining wall in the northeast corner of the site in
order to protect the 106 linear feet of the stream and associated state riparian buffer proposed to be avoided by the project. The proposed retaining
wall will be used to transition between the proposed grading of the development and the existing grade within the stream and state riparian buffer to
be avoided. Additionally, the client is proposing underground detention, in part, because there is not sufficient space for above ground detention
within a stormwater basin. Utilizing underground detention minimizes footprint for the project to the maximum practical extent and therefore minimizes
impacts to the stream and buffer areas. For the above reasons, further avoidance or minimization of stream and state riparian buffer impacts are
impractical and the proposed stream and state riparian buffer impacts are necessary in order to develop the property.

1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The project will minimize impacts to receiving waters as much as possible. The site contractor will be required to utilize sediment and erosion control
measures to protect downstream waters. Underground stormwater detention and treatment will result in the stormwater features being installed below
the developable footprint of the site and minimize the overall footprint for the development. This lowers the amount of total land needed for the project
and will result in minimizing impacts to the stream. The contractor will install the retaining wall from the development side of the grading, as much as
possible, to avoid impacts to approAmately 4 feet on the downstream side of the retaining well.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
W DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
F Mitigation bank W Payment to in -lieu fee F Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r Yes r No
4b. Stream mitigation requested:
(linear feet)
441
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
4c. If using stream mitigation, what is the stream temperature:
warm
4e. Riparian wetland mitigation requested:
(acres)
4g. Coastal (tidal) wetland mitigation requested:
(acres)
4h. Comments
Stream mitigation is being proposed at a 1.5:1 ratio due to limited stream function and value. We have included an NC SAM Form in the Miscellaneous
Section at the end of the application form. The NC SAM indicated that the overall stream score is low. The Stream ID Form indicated that flowwas
perennial; however, the stream was observed to be completely dry in late 2019 which likely indicates it is intermittent. The stream receives flow mostly
from stormwater from development projects to the west of the site, which as caused channel down -cutting and instability. Two wasting sewer line
crossings were observed at upstream end of the stream, which have eroded and become a source for sedimentation.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more
information.
r Yes r No
6b. If yes, then identifythe square feet of impact.
6c. Reason for impact
6d. Total impact
(square feet)
Multiplier
6e. Required mitigation
(square feet)
Zone 1
grading, placement of fill, and building of structures
20,272
3
60,816
Zone 2 grading, placement of fill, and building of structures 16,101 1.5 24,152
6f. Total buffer mitigation required
84,968
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
r Yes r No
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
BMU SOA 11-18-2019.pdf 132KB
Restoration Systems SOA.pdf 172.77KB
6j. Comments:
EMH&T has obtained Statement of Availability from two mitigation banks to cover buffer mitigation for this project.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?

r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
• Other SCM that removes minimum 30% nitrogen
• Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
r Stormwater Management r Antidegradation
Plan Calculations
3b. Stormwater Management Plan
2019-1012 Preliminary SW report.pdf
3c. Antidegradation Calculations:
31.18MB
Comments:
The attached 'Preliminary Stormwater Management Plan' is a preliminary report that has not yet been submitted. A final stormwater management plan will be submitted to the City of
Raleigh, the reviewing agency for Phase I. Based on previous communication for this project, approval from NC DWR is not being requested.
G. Supplementary Information u
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r' Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Hendrick Automotive Group's project is likely to attract customers from the City of Raleigh. However, this development is not likely to cause additional
development to occur in the surrounding area. This area has already been developed as a result of its close proximity to the Raleigh -Durham
International Airport.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
The estimated sewer flowfor the project is approximately 9400 Gallons Per Day (GPD). The Neuse River Recourse Facility will treat wastewater from
this project. The plant has a total maximum capacity of 75 Million Gallons per Day (MGD) and a current available capacity of 25 MGD.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)

5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS's List of Endangered Species, Threatened Species, Federal Species of Concern, and Candidate Species in Wake County, North Carolina
(Including Range By Basin Maps for some species). The IPAC System. Informal consultation with the USFWS's Raleigh Ecological Field Office has
been initiated and received (see attached). USFWS has requested a survey for Michaeux(s sumac, an endangered shrub. The fieldwork for this
survey is scheduled. USFWS was not concerned about other species for this project.
Consultation Documentation Upload
USFWS Consultation Letter.pdf 3.44MB
USFWS Consultation Response.pdf 85.14KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Essential Fish Habitat Mapper.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Please see the attached Cultural Resources Literature Review.
7c. Historic or Prehistoric Information Upload
Hendrick Honda CRM Lit Review.pdf 1.88MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Maps
Miscellaneous
Comments
Attachments include: Exhibit 1 - Site Location Map, Exhibit 4 - FIRM Map, Exhibit 5 - NWI Map, Exhibit 6 - Delineation Map, Photographs, and an NC SAM Form.
Miscellaneous attachments not previously requested.
Exhibit 4 - FIRM.pdf
1.38MB
Exhibit 1 - Location Map.pdf
1010.52KB
Exhibit 5 - NWl.pdf
1.47MB
Exhibit 6 - Delineation Map.pdf
1.23MB
Photographs.pdf
2.75MB
NC SAM Rating Calculator and Results.pdf
183.95KB

Signature
R By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
. I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Eric T. Nagy
Signature
651 PWI-051
Date
11/27/2019

ROY COOPER
Governor
MICHAEL S. REGAN
secretary
TIM BAUMGARTNER
Director
Gene Cocchi
Hendrick Automotive Group
6000 Monroe Road, Suite 100
Charlotte, NC 28202
NORTH CAROLINA
Environmental Quality
November 19, 2019
Expiration of Acceptance: 5/19/2020
Project: Reggie Jackson Airport Honda County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
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 within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS 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 by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
(8-dig it HUC
Impact Type
Impact Quantity
Neuse
L
03020201
Warm Stream
294
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Eric Nagy, agent
Sincerely,
G
Ja e). B Stanfill
Asset Management Supervisor
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 11652 Mail Service Center I Raleigh North Carolina 27699-1652
919.707.8976

X
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: 0768827929 0768825739
LOT NO. PLAN NO. PARCEL ID: 0768837222 0768729879
STREETADDRESS: 9530 Lumley Road, Raleigh, NC 27560
Please print:
Property owner: Hendrick Automotive Group
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Eric Nagy of EMH&T, Inc.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
6000 Monroe Rd, Charlotte, NC 28212
Telephone:
704-566-3208
We hereby certify the above Information submitted in this application is true and accurate to the
best of our knowledge.
Date:
Authorized Signature
Date:

Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri(Thailand), NGCC, © OpenStreetMap contributors, and the GIS UserCommunity
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
Lumley Road ProjectLocation MapExhibit 1 ¹
0 1 20.5 MilesSCALE: 1" = 1 Mile
Path: J:\20190065\GIS\Exhibit 1 - Location Map.mxdProject Area
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
Lumley Road ProjectUSGS Topographic MapExhibit 2SCALE: 1" = 1,000'Path: J:\20190065\GIS\Exhibit 2 - USGS.mxdCopyright:© 2013 National Geographic Society, i-cubed
Source: USGS Southeast Durham Quad Map (Pub. 1982)
¹
0 1,000 2,000500Feet
Legend
Study Area
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
Lumley Road ProjectSoil Survey of Wake CountyExhibit 3A ¹SCALE: 1" = 300'Path: J:\20190065\GIS\Exhibit 3A - Soils.mxdSource: Soils - NRCS, 2018; Aerial - Bing Aerials
Legend
Study Area
Soils
Non-Hydric Soils with Hydric Inclusions
0 300 600150Feet
MT HERMAN RDLUMLEY RDSESA
M
E ST
M
T
H
E
R
M
A
N

R
D
LUMLEY RD
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
Lumley Road ProjectSoils MapExhibit 3B ¹SCALE: 1" = 300'Path: J:\20190065\GIS\Exhibit 3B - Soils.mxdSource: Soils - USDA, 1970
Legend
Study Area
0 300 600150Feet
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
Lumley Road ProjectFlood Insurance Rate MapExhibit 4 ¹SCALE: 1" = 300'Path: J:\20190065\GIS\Exhibit 4 - FIRM.mxdSource: Cross Sections & Flood Hazard Zones - FEMA; Aerial - Bing Aerials0300600150Feet
Legend
Flood Hazard Zones
Zone Type
Zone AE: 100 year floodplain with base flood elevations determined.
Zone X (unshaded):Areas outside the 500 year floodplain
Floodway
Study Area
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
Lumley Road ProjectNational Wetland Inventory MapExhibit 5 ¹SCALE: 1" = 300'Path: J:\20190065\GIS\Exhibit 5 - NWI.mxdSource: NWI Features - FWS, 2019; Aerial - Bing Aerials
Legend
Study Area
NWI Features
0 300 600150Feet
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
Lumley Road ProjectDelineation MapExhibit 6 ¹SCALE: 1" = 300'Path: J:\20190065\GIS\Exhibit 6 - Delineation Map.mxdSource: Aerial - Bing Aerials
Legend
Study Area
Culvert
Streams
0 300 600150Feet
GLENWOOD AVENUEPUBLIC 6 LAND DIVIDEDLUMLEY ROAD
PUBLIC 4 LANE DIVIDED
MT.
H
E
R
M
A
N
R
O
A
D
Prop. BLDG
FFE = 383.50
9530 LUMLEY ROAD
GRAPHIC SCALE
0
1 inch = 60 feet
1203060
1/1
20191012
November 18, 2019
1" = 60'
DATEREVISIONSDATEDESCRIPTIONMARK
SCALE
JOB NO.
SHEETCITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINAEXHIBIT 7FORREGGIE JACKSON AIRPORT HONDAPHASE 1STREAM IMPACTS EXHIBITAUTOMOTIVE GROUPLEGEND
Not to Scale
VICINITY MAP
STREAM IMPACTS CROSS SECTION A-A
Scale: Horiz: 1" = 60'
Vert: 1" = 6'
GLENWOOD AVENUEPUBLIC 6 LAND DIVIDEDLUMLEY ROAD
PUBLIC 4 LANE DIVIDED
MT.
H
E
R
M
A
N
R
O
A
D
Prop. BLDG
FFE = 383.50
9530 LUMLEY ROADFUT. LUMLEY ROAD REALIGNMENT(BY OTHERS)GRAPHIC SCALE
0
1 inch = 60 feet
1203060
1/1
20191012
November 17, 2019
1" = 60'
DATEREVISIONSDATEDESCRIPTIONMARK
SCALE
JOB NO.
SHEETCITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINAEXHIBIT 8FORREGGIE JACKSON AIRPORT HONDAPHASE 2 (FULL BUILD OUT)STREAM IMPACTS EXHIBITAUTOMOTIVE GROUPLEGEND
Not to Scale
VICINITY MAP
STREAM IMPACTS CROSS SECTION A-A
Scale: Horiz: 1" = 60'
Vert: 1" = 6'
NOTES:
GLENWOOD AVENUEPUBLIC 6 LAND DIVIDEDLUMLEY ROAD
PUBLIC 4 LANE DIVIDED
MT.
H
E
R
M
A
N
R
O
A
D
Prop. BLDG
FFE = 383.50
9530 LUMLEY ROAD
GRAPHIC SCALE
0
1 inch = 60 feet
1203060
1/1
20191012
November 18, 2019
1" = 60'
DATEREVISIONSDATEDESCRIPTIONMARK
SCALE
JOB NO.
SHEETCITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINAEXHIBIT 9FORREGGIE JACKSON AIRPORT HONDAPHASE 1STREAM & STATE RIPARIAN BUFFER IMPACTS EXHIBITAUTOMOTIVE GROUPLEGEND
Not to Scale
VICINITY MAP
STREAM IMPACTS CROSS SECTION A-A
Scale: Horiz: 1" = 60'
Vert: 1" = 6'
GLENWOOD AVENUEPUBLIC 6 LAND DIVIDEDLUMLEY ROAD
PUBLIC 4 LANE DIVIDED
MT.
H
E
R
M
A
N
R
O
A
D
Prop. BLDG
FFE = 383.50
9530 LUMLEY ROADFUT. LUMLEY ROAD REALIGNMENT(BY OTHERS)GRAPHIC SCALE
0
1 inch = 60 feet
1203060
1/1
20191012
November 18, 2019
1" = 60'
DATEREVISIONSDATEDESCRIPTIONMARK
SCALE
JOB NO.
SHEETCITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINAEXHIBIT 10FORREGGIE JACKSON AIRPORT HONDAPHASE 2 (FULL BUILD OUT)STREAM & STATE RIPARIAN BUFFER IMPACTS EXHIBITAUTOMOTIVE GROUPLEGEND
Not to Scale
VICINITY MAP
STREAM IMPACTS CROSS SECTION A-A
Scale: Horiz: 1" = 60'
Vert: 1" = 6'
NOTES:

Wildlands Holdings V, LLC · Wildlands Engineering, Inc · 1430 S. Mint Street, Suite 104, Charlotte, NC 28203

Neuse 01 Riparian Buffer Credits Statement of Availability

November 18, 2019

Hendrick Automotive Group
6000 Monroe Road, Suite 100
Charlotte, NC 28212
Attn: Gene Cocchi

RE: Availability of Riparian Buffer Credits for the “Reggie Jackson Airport Honda” project
Bank Name: Wolfe Mitigation Bank Instrument / North Fork Little River Nutrient Offset &
Buffer Bank
Bank Sponsor: Wildlands Holdings, V, LLC
DWR Project Number: 2018-0580 / 2016-0130
Permittee: Hendrick Automotive Group
Riparian Buffer Credits Needed: 84,968 sq. ft.
Riparian Buffer Credits Available: 82,193.91 sq. ft.
Neuse 03020201 River Basin (Upper Falls Watershed)

Dear Gene Cocchi,

Wildlands Holdings V, LLC currently has partial riparian buffer credits from the Wolfe Mitigation Bank
Instrument & the North Fork Little River Nutrient Offset & Buffer Bank partially satisfying the riparian
buffer mitigation requirements related to the above-mentioned project. The project is located within
the service area (HUC 03020201 Upper Falls Watershed) of the Bank.

This letter is simply a statement of availability of credits as of the date written. The letter is not a
guarantee of availability as credits will be sold on a first come, first serve basis. An invoice for this
transaction will be sent upon your request and we will formally reserve both the credits and price
quoted for a period of 30 days from the invoice at no cost.

Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings V,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

Wildlands Holdings V, LLC · Wildlands Engineering, Inc · 1430 S. Mint Street, Suite 104, Charlotte, NC 28203

Sincerely,

Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
O: [phone] ex. 120
M: [phone]

Cc: Mr. Eric Nagy, EMH&T Engineers, Surveyors, Planners, Scientists

Statement of Mitigation Credit Availability
Weaver Farm Nutrient Mitigation Bank
Neuse River Basin 03020201 – Outside Falls Lake November 19, 2019
NC Division of Water Resources

Re: Availability of Riparian Buffer Mitigation Credits
Project: Reggie Jackson Airport Honda We are providing this letter to confirm that 4,736.65 sf of Riparian Buffer Mitigation
Credits (Credits) from the Weaver Farm Nutrient Mitigation Bank (Bank) are currently available and all or a portion may be used, once transferred, for compensatory mitigation relative to the Reggie Jackson Airport Honda project, and as proposed by Hendrick
Automotive Group (Applicant). The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the Applicant purchase the Credits at that time, we will complete and execute the Mitigation Credit Transfer Certificate. We will additionally provide copies of the completed and executed Transfer Form to the Applicant and NC Division of Water Resources. Transaction information in the updated Bank Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited Credits. Should your office have any questions, please contact me at 919.334.9123. Sincerely, Tiffani Bylow Restoration Systems, LLC

Reggie Jackson Airport Honda
Photograph 1
View of Stream 1 on the eastern portion of the property facing downstream.
(EMH&T 2/18/2019)

Photograph 2
View of Stream 1 on the eastern portion of the property facing upstream.
(EMH&T 2/18/2019)

Reggie Jackson Airport Honda
Photograph 3
View of Stream 1 on the western portion of the property facing downstream.
(EMH&T 2/18/2019)

Photograph 4
View of Stream 1 on the western portion of the property facing upstream.
(EMH&T 2/18/2019)

Reggie Jackson Airport Honda
Photograph 5
View of Stream 1 substrate.
(EMH&T 2/18/2019)

Photograph 6
Typical photograph of forested upland portions of the property north of Stream 1.
(EMH&T 2/18/2019)

Reggie Jackson Airport Honda
Photograph 7
Typical photograph of larger pine trees on the property.
(EMH&T 2/18/2019)

Photograph 8
Typical photograph of forested upland portions of the property south of Stream 1.
(EMH&T 2/18/2019)

Reggie Jackson Airport Honda
Photograph 9
Typical photograph of parking lots on the property.
(EMH&T 2/18/2019)