20140975 Ver 1_401 Application_20140914

WITHERS &— RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE 101
WILMINGTON, NORTH CAROLINA, 28403
(910) 256 -9277
FAX [phone]
TO: NC Division of Water Resources
512 N. Salisbury Street; 9`h Floor
Raleigh, NC 27604
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached
❑ Prints
❑ Change order
LE`II�CR, o F T ° N SAM YTi QL
DATE 9/11/14 1
Jos NO 02140013 00
ATTENTION Ms. Karen Higgins
PHONE # gig-807-6363
RE: American Airlines — Leith Auto Connector Road
Cary, Wake County
NWP 14 PCN Submittal
NWP 14 PCN
1
9/11/14
02140013-00
❑ Under separate cover via
❑ Plans ❑ Samples
❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
9/11/14
02140013-00
NWP 14 PCN
1
9/11/14
02140013-00
Check for $24o Application Fee
1
9/11/14
02140013-00
CD of PCN
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
REMARKS:
Signature:
Date:
COPY TO: File SIGNED: Troy Beasley
If enclosures are not as noted, kindly notify us at once.

�j
WITHERS &-RAVENEL
September 11, 2014
US Army Corps of Engineers
Regulatory Field Office
Mr. David Shaeffer
3331 Heritage Trade Drive
Suite 1o5
Wake Forest, NC 27587
ENGINEERS I PLANNERS I S
NC- Division of Water Resources
401 & Buffer Permitting Unit
Ms. Karen Higgins
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: American Airlines —Leith Auto Connector Road — NWP 14 PCN Submittal
W &R Project #02140013.00
Dear Mr. Shaeffer and Ms. Higgins,
SEP 12
2014 � �D
On behalf of MacGregor American, LLC, we are requesting authorization from the USACE to use NWP
14 for 42 if of permanent stream impacts and 6 if of temporary stream impacts for construction of the
a culverted road crossing over a UT to Williams Creek. We are also requesting a 401 WQC from
NCDWR for the above referenced impacts.
The project is located between the Leith Auto at 3302 Old Raleigh Road and the American Airlines
office building at Soo Gregson Drive in Cary, Wake County (Latitude: 35.7369 °N; Longitude: -
78.8144 °W). The project is located in the Neuse River basin (HUC 030202o1) and onsite waters
drain to Williams Creek. The Water Quality Classification for Williams Creek is WS -III; NSW and the
Stream Index Number is: 27-43-2•
Proposed Project
The proposed project consists of the construction of a ±800 if two lane private road which will
connect Leith Auto sales center (8302 Old Raleigh Road) and the American Airlines office parking lot
(5oo Gregson Drive). The purpose of the proposed project is to provide a private connector road to
allow Leith Auto to move cars between the Leith Auto car lot and the American Airlines parking lot
where excess inventory is currently stored. Currently, the moving of cars back and forth between the
car lot and American Airlines parking lot requires travel on Old Raleigh Road, MacKenan Drive and
Gregson Drive, all of which are heavily traveled and frequently congested public roads. The
proposed connector road will eliminate excess traffic on these roads by allowing the vehicle
inventory to be moved back and forth on the proposed connector road.
Project History
Onsite wetlands were delineated by Withers and Ravenel in September 2014. The alignment
contains a single perennial stream (UT to Williams Creek). There are no wetlands within the
proposed alignment.
The Preliminary JD Request in support of our delineation has been provided as an Appendix. W &R is
request issuance of the Preliminary JD in conjunction with the issuance of the NWP 29.
On August 28`h, 2014, NCDWR issued a formal Buffer Determination (NCRRO #14 -270) for the
proposed project area. A copy of the Buffer Determination Letter has been provided as an Appendix.
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel [phone] fax. [phone]
www with ersravenel.com I License No C -0832

WITHERS & RAVENEL
September 11, 2014
US Army Corps of Engineers
Regulatory Field Office
Mr. David Shaeffer
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
ENGINEERS I PLANNERS I SURVEYORS
NC- Division of Water Resources
401 & Buffer Permitting Unit
Ms. Karen Higgins
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: American Airlines —Leith Auto Connector Road — NWP 14 PCN Submittal
W &R Project #02140013.00
Dear Mr. Shaeffer and Ms. Higgins,
On behalf of MacGregor American, LLC, we are requesting authorization from the USACE to use NWP
14 for 42 if of permanent stream impacts and 6 if of temporary stream impacts for construction of the
a culverted road crossing over a UT to Williams Creek. We are also requesting a 401 WQC from
NCDWR for the above referenced impacts.
The project is located between the Leith Auto at 3302 Old Raleigh Road and the American Airlines
office building at 50o Gregson Drive in Cary, Wake County (Latitude: 35.7369 1N; Longitude: -
78.8144 °W). The project is located in the Neuse River basin (HUC 030202o1) and onsite waters
drain to Williams Creek. The Water Quality Classification for Williams Creek is WS -III; NSW and the
Stream Index Number is: 27-43-2•
ProDosed Proiect
The proposed project consists of the construction of a ±800 if two lane private road which will
connect Leith Auto sales center (8302 Old Raleigh Road) and the American Airlines office parking lot
(5oo Gregson Drive). The purpose of the proposed project is to provide a private connector road to
allow Leith Auto to move cars between the Leith Auto car lot and the American Airlines parking lot
where excess inventory is currently stored. Currently, the moving of cars back and forth between the
car lot and American Airlines parking lot requires travel on Old Raleigh Road, MacKenan Drive and
Gregson Drive, all of which are heavily traveled and frequently congested public roads. The
proposed connector road will eliminate excess traffic on these roads by allowing the vehicle
inventory to be moved back and forth on the proposed connector road.
Project History
Onsite wetlands were delineated by Withers and Ravenel in September 2014. The alignment
contains a single perennial stream (UT to Williams Creek). There are no wetlands within the
proposed alignment.
The Preliminary JD Request in support of our delineation has been provided as an Appendix. W &R is
request issuance of the Preliminary JD in conjunction with the issuance of the NWP 29.
On August 28th, 2014, NCDWR issued a formal Buffer Determination (NCRRO #14 -27o) for the
proposed project area. A copy of the Buffer Determination Letter has been provided as an Appendix.
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
www.withersravenet.com I License No. C -0832

American Airlines — Leith Auto Connector Road — Cary, Wake County
In 2000, Leith Auto received a NWP 26 (SAW - 200020047) and a 401 WQC /Buffer Authorization (DWQ
Project # 991005) for 149 if of permanent stream impacts for construction of a secondary access to
Old Raleigh Road. In conversations with David Shaeffer with the Corps of Engineers, the previously
approved 149 if of stream impacts for Leith Auto are considered cumulative with the currently
proposed 42 if of permanent stream impacts, and mitigation will be required since the cumulative
impacts exceed 150 If.
Proposed Impacts
The proposed impacts consist of 42 if of permanent stream impacts and 6 if of temporary stream
impacts.
The proposed 42 if of permanent stream impacts will occur from installation of the 32' long
aluminum box culvert. The stream bed consists of weathered bedrock, so an additional 5' of
disturbance on both ends of the culvert will be necessary to remove the bedrock so that the culvert
can be installed 12" below the stream bed to allow for aquatic life passage during periods of low
flow. Please note that since the stream bed is bedrock, there is no rip -rap dissipater proposed
within the stream above or below the culvert.
The 6 if of temporary stream impacts will occur from the construction of sandbag dams above and
below the proposed culvert to allow the work to be completed "in the dry" by pumping the flow of
the stream around the construction area.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimized.
The proposed road crossing has been designed to cross the stream at a perpendicular angle to
minimize stream and buffer impacts. Furthermore, since the stream bed consists of bedrock, there
is no armoring of the stream bed with rip -rap proposed above or below the proposed culvert. The
stream banks will be armored with rip -rap at both ends of the culvert, but no rip -rap will be placed
below the OHW of the stream.
Temporary sand bag dam will be constructed immediately upstream and downstream of the
proposed culvert (Impact #2) and the stream flow pumped around the construction area to allow
work to be completed in the dry. This will prevent sediment from escaping the construction area and
affecting downstream waters.
Mitigation
Stream Mitigation
As a result of the previously discussed 149 if of permanent stream impacts associated with Leith
Auto (AID SAW - 200020047; DWR #991005) that were authorized in 2000, the currently proposed
stream impacts are considered cumulative, and will require mitigation.
WITHERS 6 RAVENEL Page 2 of 3
ENGINEERS I PLANNERS I SURVEYORS

American Airlines — Leith Auto Connector Road — Cary, Wake County
Therefore, the Applicant proposes to mitigate for the ±42 if of permanent stream impacts through the
purchase of offsite stream mitigation credits at a 2:1 ratio, resulting in the purchase of 84 if of
stream mitigation credits. The Applicant will purchase the proposed 84 if of stream credits from EBX
within in eitherthe Neu -Con Wetland and Stream Mitigation Bank or Forest Creek Mitigation Bank as
specified in the Letter of Reservation, which has been provided as an Appendix.
Buffer Mitigation
The proposed road crossing is less than 150 if in width which is classified as "Allowable" in the NRB
Table of Uses. Therefore, buffer mitigation is not proposed.
The current request is for 42 if of permanent stream impacts and 6 if of temporary stream impacts
for construction of a road crossing (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
Troy Beasley
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• USGS Quad
• Wake County Soil Survey
• Preliminary JD Request (Corps Application Only)
• Corps Stream Quality Form (Corps Application Only)
• NCDWR Buffer Determination Letter
• Previous Corps NWP 26 for Leith Auto
• Previous DWQ401 WQC /Buffer Authorization for Leith Auto
• EBX Letter of Reservation
• Impact Exhibits
WITHERS 6 RAVENEL Page 3 of 3
ENGINEERS I PLANNERS I SURVEYORS

4�0' \N AT F'
o � �
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page l of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes N No
For the record only for Corps Permit:
❑ Yes N No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
N Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
N No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
❑ No
2.
Project Information
2a.
Name of project:
American Airlines — Leith Auto Connector Road
2b.
County:
Wake
2c.
Nearest municipality / town:
Cary
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
MLC Automotive, LLC (Owner of Property on which proposed impact will occur)
3b.
Deed Book and Page No.
Book: 8488; Page: 277
3c.
Responsible Party (for LLC if
applicable):
Linda Leith
3d.
Street address:
5601 Capital Blvd
3e.
City, state, zip:
Raleigh, NC 27616
3f.
Telephone no.:
919 - 876 -5432
3g.
Fax no.:
3h.
Email address:
kelks @leithnc.com
Page l of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Party Constructing Road
4b.
Name:
Frank Baird
4c.
Business name
(if applicable):
MacGregor American, LLC
4d.
Street address:
1255 Crescent Green, Suite 300
4e.
City, state, zip:
Cary, NC 27518
4f.
Telephone no.:
919 - 233 -9901
4g.
Fax no.:
4h.
Email address:
fbaird @casso.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Troy Beasley
5b.
Business name
(if applicable):
Withers and Ravenel
5c.
Street address:
1410 Commonwealth Drive, Suite 101
5d.
City, state, zip:
Wilmington, NC 28403
5e.
Telephone no.:
910 - 256 -9277
5f.
Fax no.:
910 - 256 -2584
5g.
Email address:
tbeasley @withersravenel.com
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0752530567
1b.
Site coordinates (in decimal degrees):
Latitude: 35.7369 °N Longitude: - 78.8144 °W
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
N/A — Linear Project
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Williams Creek (Stream Index: 27 -43 -2
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -III; NSW
2c.
River basin:
Neuse - 03020201
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The proposed alignment is located within undeveloped woodlands. The general land use in the vicinity of the project
consists primarily of commercial development.
3b.
List the total estimated acreage of all existing wetlands on the property:
N/A — no wetlands within proposed alignment.
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
±50 If of perennial stream within proposed alignment.
3d.
Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a connector road between the American Airlines office parking lot
(500 Gregson Drive) and the Leith Auto parking lot (3302 Old Raleigh Road). Leith Auto currently utilizes the excess
parking at the American Airlines office building for storage of additional inventory which will not fit on the Leith Auto lot.
There is frequent swapping of vehicles from the American Airlines lot and the Leith Auto lot, which results in additional
traffic on Old Raleigh Road, MacKenan Drive and Gregson Drive. All three of these roads experience heavy traffic
volumes, especially during morning, lunch and afternoon rush hour. The proposed connector road would allow the
movement of vehicles between the two lots without having to travel on any public roads, reducing unnecessary traffic on
Old Raleigh Road, MacKenan Drive and Gregson Drive.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of a 20' two lane private road, which will require a 32' aluminum box culvert to
cross the UT to Williams Creek. Standard commercial construction equipment will be used to construct the proposed
road crossing. During construction, temporary sandbag dams will be installed immediately upstream and downstream of
the proposed culvert and the flow will be pumped around the construction area.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: The Preliminary JD Request for the project area
❑ Yes ® No ❑ Unknown
has been included as an Appendix. We are requesting
issuance of the Preliminary JD in conjunction with issuance
of the NWP 14.
4b. If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Withers & Ravenel
Name (if known): Troy Beasley
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Preliminary JD Request for the project area has been included as an Appendix. We are requesting issuance of the
Preliminary JD in conjunction with issuance of the NWP 14.
On August 28th, 2014, NCDWR issued a formal Buffer Determination Letter (NBRRO #14 -270) for the proposed project.
The Buffer Determination Letter has been provided as an Appendix.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
A NWP 26 (SAW- 200020047) and 401 WQC & Buffer Authorization (DWQ Project # 991005) were issued 149 If of
stream impacts for a road crossing providing secondary access to Old Raleigh Road (SR 1435) associated with Leith
Auto. Copies of these permits have been provided as Appendices. Based on conversations with David Shaeffer with the
Corps of Engineers, since Leith Auto will be the primary user of the proposed connector road, the previously authorized
149 If of stream impacts would be considered cumulative with the proposed project.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary (T)
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: There are no wetland impacts associated with the proposed project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Impact #1
Culvert
UT to Williams
® PER
® Corps
12'
42 If
® P F1
Creek
❑ INT
® DWQ
Impact #2
Installation of
UT to Williams
® PER
® Corps
12'
6 If
❑ P ® T
Sandbag Dams
Creek
❑ INT
® DWQ
3h. Total stream and tributary impacts
48 If
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse El Tar-Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
impact
required?
Impact #3
® P ❑ T
Road
Crossing
UT to Williams Creek
❑ Yes
® No
3,298 sq ft
2,859 sq ft
6h. Total buffer impacts
3,298 sq ft
2,859 sq ft
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands
and "waters" could be minimized.
The proposed road crossing has been designed to cross the stream at a perpendicular angle to minimize stream and buffer
impacts. Furthermore, since the stream bed consists of bedrock, there is no armoring of the stream bed with rip -rap proposed
above or below the proposed culvert. The stream banks will be armored with rip -rap at both ends of the culvert, but no rip -rap
will be placed below the OHW of the stream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary sand bag dam will be constructed immediately upstream and downstream of the proposed culvert (Impact #2) and
the stream flow pumped around the construction area to allow work to be completed in the dry. This will prevent sediment
from escaping the construction area and affecting downstream waters.
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
® Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Neu -Con Wetland and Stream Mitigation Bank or Forest Creek Stream Mitigation Bank (see
attached Letter of Reservation)
3b. Credits Purchased (attach receipt and letter)
Type — Stream
Quantity - 84 If
3c. Comments: The applicant proposes to mitigate for the 42 If of permanent perennial stream impacts through the purchase
of offsite mitigation credits at a 2:1 ratio, resulting in the purchase of 84 If of stream mitigation credits from EBX in either the
Neu -Con Wetland and Stream Mitigation Bank or Forest Creek Stream Mitigation Bank as specified in the Letter of
Reservation. A copy of the Letter of Reservation has been provided as an Appendix.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: The proposed road crossing is classified as "Allowable" in the NRB Rules Table of Uses and therefore,
mitigation is not required.
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The road within and near the buffers has been designed to sheetflow
❑ Yes ® No
runoff over the slopes and into the buffers at non - erosive rates. There are no ditch
sections or pipes which concentrate discharge that require BMPs to achieve diffuse
flow.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
1.2%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: The
proposed project is classified as low
density and negates the need to meet TSS removal requirements and the pre & post runoff rates are equal. The Town of
Cary will be reviewing the proposed project for stormwater requirements as the delegated authority.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Town of Cary
® Phase II
3b.
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes
❑ No
F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
® No
use of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA /SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed project will not be a catalyst for additional development that could impact nearby downstream water quality.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
E] Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
W &R reviewed the NC Natural Heritage Program database, located at http: / /www.ncnhp.org /web /nhp /database- search,
as well as NCNHP GIS data to identify if there were any known occurrences of federally listed endangered species on or
near the proposed project. The review of the NHP data did not identify any recent occurrences of endangered species or
critical habitat on the subject property or within 1.0 miles of the project. The proposed project is located within a heavily
developed area of Cary. Furthermore, site reviews did not identify any potential habitat for any federally protected
species known to occur in Wake County. Therefore, the proposed project will have No Effect on federally protected
species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
There are no waters in Wake County classified as EFH.
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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
W &R reviewed the NC State Historic Preservation Office's online database, located at: http: / /Qis.ncdcr.gov /hpoweb /, to
determine if there were any known historic or cultural resources on or in the vicinity of the proposed project. The
database review did not identify any known resources within 0.5 miles of the proposed project.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com
Troy Beasley — W &R
Authorized Agent
9/11/14
Applicant /Agent's Printed Name
Date
Applicant /Agent's Signature
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION

WITHERS &-,�-RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
LLC-
The undersigned Owner MacGregor American,-4nc (Client) does hereby appoint Withers &
Ravenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state
and federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of
Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review and
approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters,
riparian buffers, etc.) and /or; b) preparation and submittal of appropriate environmental permit
applications /requests for the American Airlines — Leith Auto Connector Road project, which
is partially located on property owned by MacGregor American, Inc (PIN 0752428001).
The Client does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests /applications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Date:
Agent's Name, Address &Telephone: atu fi ien : 0--a,)® cez�
Withers & Ravenel, Inc. �L v
(Nam Priht (Title)
115 MacKenan Drive
Cary, NC 27511 (Signature)
Tel. (919)- 469 -3340 / 2 SS (7r�S Ce
Mailing Address
d,'42u AA- Q %S
City State Zip
Phone: ci / 1- Z 33—Qc1 b
Email I' f1 /� / e 0 (' �'f�s�d , C ak-�\
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersravenet.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner MLC Automotive, LLC (Client) does hereby appoint Withers & Ravenel.
Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal
environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality,
NC Division of Coastal Management, local municipalities, etc.) for: a) review and approval of the
jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian buffers,
etc.) and /or; b) preparation and submittal of appropriate environmental permit
applications/requests for the American Airlines_., Leith Auto Connector Road uroiect. which
-- - -- -_aa -- l l ^ /.Ilk, n7121=12A S71
The Client does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests/applications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Date:
3�
Agent's Name, Address & Telephone: Signature of Client:
Withers &Ravenel Inc.
M%.-c- �.�� -arr+o �, u-L
(Name - Pri (Title)
115 MacKenan Driye���
cog � r-S
Cart/ NC 27511 ' ature)
Tel. (919) -469 -3340 S40 i r a; *" i I J C1
Mailing Addres
Q Al. i-I K1 .a77 c. k y
City r State Zip
Phone: Z-
Email: Ili- ;I V-S CD IeA 4JIr%;•, . Caer.,
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] I www.withersravenel.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

USGS QUAD &
WAKE CO. SOIL SURVEY

r �
i� tr ti. r- '� •� GRAPHIC SCALE
0 soo i000
1 inch = 1000 ft.
Tl-
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CSC - _�-�~` - --
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AMERICAN AIRLINES - LEITH AUTO WITHERS RAVENEL
USGS QUAD - APEX KNO+NKIRS + rLANN {NS + suar{rols
w,•,1Ck CClI.��, s . ,.• ��� r ri �nNCSUnn

r
4
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GRAPHIC SCALE
0 200 400
1 inch = 400 ft.
!l BII
AMERICAN AIRLINES - LEITH AUTO
l
USGS QUAD - APEX
go
rm l i
WITHERS &- RAVENEL
ENGINEER! I PLANNER! I SURVEYORS

GRAPHIC SCALE
0 200 400
i
Hrc 21 1 inch - 400 ft.
M�
jkgl
,• - ,
8 ~ TM
Au
HrB AfA Au
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WAKE CO. SOIL SURVEY - SHEET 66 WITHERS RAVENEL
AMERICAN AIRLINES -LEITH AUTO NNOIN l I PLAMNNN: [ suRvaroas
4 AN) WAKE C©UNI-f NOR F I I NA

NCDWR BUFFER
DETERMINATION LETTER

nF4
NCDENR
Northi Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 28, 20114
Withers and' Ravenel
,MartinRichinond•
115 `MacKenan Drive
Cary, NC`2751''l
John E. Skvarla, III
Secretary
Subject: Buffer Determination- Letter
NBRRO# 14 -270
Wake County
Determination Type-
Buffer Call
Isolated or EIP Call
® Neuse, (1'5A NCAC 2B 0233)
Start@
- -
Tar- Pamlico (15A'NCAC`2B _0259)
Ephemeral /intermiftent/Perennial Determination
USGS
Topo
El Isolated Wetland Determination
El Jordan, (15A�NCAC 2B j0267)
Projecf Name:
AA- Leith.Au "to
Location%Directions:, - Property -is located:at ,-3302 Old Ral'ei'gh Rd., in Cary", NC.
Subject Stream: Williams Creek
Determination Date: AiigttstlO; 201`4 Staff: ,tames Graham
i eature/Flag
Not
Subject
To
Buffers
'Subject j
To
Buffers
EII/P *�
-
Start@
- -
Stop @'
-= -
ISoil,
Survey
USGS
Topo
A
X
E-
X
B
X
P
-
X
X
C
X,
E
X
X
D
X
I
X
Explanation: The feature(s),listed above'has or`have been located,onthe Soil' Survey of Wake County,,`North
Carolina'or the most receacopy of theUSGS Topographic map at a 1:24,000,scale.. Each feature that is.checked
'Not Subject" has been, determined not to be a stream,or is not present on the,property. Features thavare checked
"Subject" have'been.located on the property and ' possess, characteristics, that, qualify it to4be.a,stream, There may be
other streams, located on,your propertythat do not;show,up on the maps reference&above'but, "still may be
,consi&red jurisdic'tional.according to the SUS Army Corps of Engineers and/orto .the Division of Water Resources
(DWR)i ne
NocfthCarolina
North Carolina Division of Water'Resources 1628 MadkService,Center 'Raleigh „NC 27699' 1628'Phone,(919) 791 -4200
Internet: www ncwateroualitworg Location_ 3800 Barrett Drive Raleigh, ,NC, 21609' Fax (919)788 =7159
An,Equal,OpportunitylAffirmabv_e. Action, Employer - 50% Recycled /10 %,Post GonsumerPaper

AA- Leith Auto
Wake County
August28, 20f4
Page 2, of 2
This on -site determination shall,exp►_re five (5yyears from the date _of'this letter: LandoWwErs'ortaffected parties that
dispute.a determination made by,the DWR or Delegated Local Authority,may request' a determination by the
Director. An,appeal request must'be made within sixty,(60)' days of,date4f this" letter or f "tom the dale -the affected'
party ,(including,downst_ream and /or adjacentiowners),is;hotified of this.letter. A request -for, a determination ,by the
Director shall' berefer,red to'the Director `in writing c/o Karen Higgins, DWR WeBSCaPe Unit, .1650 Mail Service
Center, Raleigh,,NC 27699.
This determination is tina_I and binding unless, as detailed above, you_ask fora hearing,or appeal within sixty (60)
days.
The owner /future owners,should notify theDiyision of Water Resources (inclading;any other'Ldcal, State,.and
,Federal Agencies) of this decision concerning any future correspondences 'regardingthe;subject property (stated
,above). This proj'ecCmay require a Section 404/401 'Permit;for the firoposed activity. AnysinquiriesAoul'd be
directed to,the Division of Water Resources (Central Office),at;(919)- 807 =6300; and,the US, Army Coitp of'Engineers
(Raleigh Regulatory,`FiOd ©ffice);at (91'9) -554 -4884.
If you, have questions regarding.this determination„ please feel free to contact James Graham at.(919) X791' -4256.
Respect "Ily„
Danny;Smit , Supervisor
Water Quality,Section
'Raleigh Region It Off ce
cc: RRO /SWP File Copy
J,

NCDWR JRG 07302014
Feature B Perennial
Subject to Buffers
U'V41VI.�U
r__.L...__ n r._L_.__,.__I
i
Feature B Perennial
Subject to Buffers
J
ATURE C -`
Feature C Ephemeral
Feature D Intermittent
Not Subject to Buffers Subject to Buffers
-%%Ip.

CORPS NWP 26 FOR
LEITH AUTO

I' r I , .. I
OCT 1 5.1999
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200020047 County:
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner Michael J. Leith
Address 5601 Capital Blvd.
Raleigh, NC 27604
Telephone Number 919 -210 -3634
Authorized
Agent Soil & Environmental Consultants, Inc.
Attn: Peter Jelenevsky
Address 244 West Millbrook Road
Raleigh, NC 27609
Telephone Number 919 - 846 -5900
Size and Location of Property (waterbody, Highway name /number, town, etc.):
The property is approximately 34 acres in size and is located south of Old Raleigh Road (SR 1345)
approximately 1000 feet west of Chalon Drive, in Raleigh, Wake County, North Carolina. The site is
adjacent to an unnamed tributary of Williams Creek, above headwaters, in the Neuse River Basin.
Description of Activity: This permit authorizes the installation of pipes and the .placement of fill
associated with the construction of a road crossing, sidewalk, and sewer and stormwater pipes at Leith
AutoPark. Impacts to waters authorized by this permit include 0.005 acre (80 linear feet of channel).
Please contact the Raleigh Regulatory Field Office in the event that impacts will not be complete as of the
expiration date of this permit authorization.
Applicable Law: \`' X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
26 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals /permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Todd T p -well at telephone number (919) 876 - 8441 extension 26
Regulatory Project Manager Signature
Date October 14, 1999 Expiration Date January 5, 2000
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: Town of Cary Planning

PREVIOUS DWQ 401 WQC &
BUFFER AUTHORIZATION

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
0 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 2, 2000
Wake County
DWQ Project #: 991005
APPROVAL OF 40lQuality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Mr. Michael Leith
5601 Capital Blvd.
Raleigh, NC 27604
Dear Mr. Leith:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 149 linear feet of
streams for the purpose if constructing road crossings at SR 1435, as you described in your application dated June 6, 2000 and Sreptember 8,
1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3289. This
certification allows you to use Nationwide Permit Number 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse
River buffer rules (15A NCAC 2B .033). In addition. you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Sediment and Erosion Control. Coastal Stormwater, Non - Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If you change
your project, you must notify us and you may be required to send us a new application.. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or areas within 50 feet of all
streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact. These mechanisms shall be
put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later).
2. Stormwater shall be directed to flow at non - erosive velocities across the protected stream buffers wherever possible.
3. An additional condition is that a final, written stormwater management plan shall be approved by this Office before the impacts specified
in this Certification occur. The stormwater management plan must include plans and specifications for stormwater management facilities
designed to remove 85% TSS according to the most recent version of the NC DENR Stormwarer Best Management Practices Manual.
Also, before any permanent building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed and
operational, and the stormwater management plan, as approved by this Office, shall be implemented.
4. Side stops at the road crossing shall be 2:1 to utilize buffer /stream impacts.
If you do not accept any of the conditions of this certification. you may ask for an adjudicatory hearing. You must act within 60 days of
the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings. P.O. Box.27447, Raleigh, N.C. 27611-7447. This certification and its conditions are
final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions.
please telephone John Domey at 919- 733 -9646.
Sincerely,
Kerr T. Stevens
Attachment V
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office FILE
File copy
Central Files
Raleigh Division of Land Resources
Peter Jelenevsky; Soil & Environmental Consultants
Division of Water Quality • Non - Discharge Branch
1621 Mail Service Center Raleigh NC 27669 -1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper

EBX LETTER OF RESERVATION

Cedar Grove Stream Mitigation Bank Site
Neu -Con Umbrella Wetland Mitigation and Stream Restoration Bank
Statement of Availability August 21, 2014
NC Division of Water Quality U.S. Army Corps of Engineers
Ms. Katie Merritt Mr. Eric Alsmeyer
401 Oversight /Express Permitting Unit Regulator Project Manager
1650 Mail Service Center Raleigh Regulatory Field Office
Raleigh, NC 27699 -1650 3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Leith Auto Connector Road Project -Town of Cay, Wake County
This document confirms that American Airlines (Applicant) for the Leith Auto Connector Road
Project in Cary, Wake County has expressed an interest to utilize 84 Stream Mitigation Units
from EBX Sponsored- Neu -Con Wetland and Stream Mitigation Bank (Cedar Grove Site) or Forest
Creek Stream Mitigation Bank located in the Neuse HUC 03020201. As the Bank Sponsor for
the site (s), EBX attests to the fact that mitigation is available for transfer upon permit issuance
at this time.
Banker will notify applicant if the 84 Stream Mitigation Units become considered "At Risk" of
not being available prior to permit issuance. Credits are not considered secured until payment
in full is received from the applicant resulting in the issuance of a and Affidavit of Sale by the
bank acknowledging that the applicant has fully secured credits from the bank and the Banker
has accepted full responsibility for the mitigation obligation requiring the credits /units.
The Banker will issue the Affidavit of Sale within three (3) days of receipt of the Purchase Price.
Banker shall provide to Applicant with a copy of the Affidavit of Sale and a documented copy of
the debit of credits from the Bank Official Credit Ledger(s) showing the permit number and the
resource type secured by the applicant. A copy of the Affidavit of Sale, with an updated Official
Credit Ledger will also be sent to regulatory agencies showing the proper documentation.
If any questions need to be answered, please contact me at 239 - 872 -1678
Best Regards
m
Matthew R. Fisher
EBX
909 Capability Drive Suite 3100. Raleigh, NC 27606

IMPACT EXHIBITS

E
ZONE 1 PERMANENT
BUFFER IMPACTS:
3,298 SQ. FT. TOTAL
ZONE 2 PERMANENT
BUFFER IMPACTS:
2,859 SQ. FT. TOTAL
E
PERMANENT
STREAM IMPACTS: 42 LF TOTAL
TEMPORARY
STREAM IMPACTS: 6 LF TOTAL
20
qSp
y�CT
I
m
Z
0P
It
I
\ \11 I
(yl I \\\\� \ \ \ 111 \ 1 \ 1 I I 1
I It
\ \ 1 till
IF
/ �/ /1 O /
IF
ki
PERMANENT IMPACT
42 LF OF STREAM I PACT /
++,7
++ 10 / , I•L111 I! Ilil r, /// , m 'PROPOSED -AL INUM
BOX CULVERT
I01 I "••� X1111 CAI / i / / / /// / I' l / r / /
III 1111 / / / /// /' ( !IE I I''• 3 rJ1 ................. r it
yll'
I 1111111
...
/Ali, I / / / / /
I''�
/
0
J PERMANENT IMPACT #3• / A+ / , , _ /
. „ 1111 ,
NEUSE RIVER BUFFERS /
C, CLASS 1 RIP P
c" :............. -..
TO ARMOR SL PES
�� AT HEADWALL TYP.)
O /
p� TEMPO ARY EAM IMPACT #2: i
6 LF 70TAL
p
,, 1111
O / =1 �`1!••.... ",� �CJ,,k�, / �/ '\ i i / � �/ � 1 �
i /,•
1
SEE SHEET 2 FOR
CROSS- SECTION DETAIL
O� OF CULVERT IF
- - —
I If 10' 20' 40' 80' NOTE:
THE EXISTING STREAMBED IS PARTIALLY
WEATHERED ROCK; THEREFORE, NO RIP RAP
SCALE: V- 20' IS PROPOSED WITHIN THE STREAM CHANNEL.
No.
Revision
Date
B
Designer
WFcR
Scale
'"- 2 0'
AMERICAN AIRLINES -LEITH AUTO CONNECTOR ROAD
TOWN OF CARY WAKE COUNTY NORTH CAROLINA
NEUSE RIVER BUFFER & STREAM IMPACTS
EXHIBIT
Drawn By
RSF
Date
6/25/2014
Checked By
RSF
Job No.
2140013.00
WITHERS &w RAVENEL Sheet No.
ENGINEERS I PLANNERS I SURVEYORS O� �]
115 MacKenan Drive Cary, North Carolina 27511 L
tel: [phone] www.withersrovenel.com License No. C -0832

16me l
K9111
1616v
1610181
101181
0 25' 50' 100' zoo'
SCALE: I'm 50' HMONTAL
SCALE: I'm 5' VERTICAL
NOTE:
PROPOSED ALUMINUM BOX CULVERT
TO BE INSTALLED A MINIMUM 12 INCHES
BELOW EXISTING STREAMBED.
KKi:10i
K4*0
K1lip
16157%
Kiv
No.
Revision
Date
B
Designer
W &R
Scale
1 "= 50' H
10 -5.V
AMERICAN AIRLINES -LEITH AUTO CONNECTOR ROAD
TOWN OF CARY WAKE COUNTY NORTH CAROLINA
NEUSE RIVER BUFFER & STREAM IMPACTS
EXHIBIT - BOX CULVERT CROSS - SECTION
WITHERS & RAVENEL
E 1 MocK 1 PLANNERS 1 SURVEYORS
115 MacKeno non Drive Cory, North Carolina 27511
tel: [phone] www.withemrovenel.com License No. C -0832
Sheet No.
Of
Drawn By
RSF
Date
8/25/2014
Checked By
RSF
Job No.
2140013.00
FIN
SHED GRADE AT
C L OF
- -
- - - - -
-
EX. STORM
DRAINAGE
EXISTING
GRADE
NEW ALUMINUM
BOX--,.
-
CULVERT
EX. SANITARY
SEWER
1' MIN. BURY
DEPTH
0 25' 50' 100' zoo'
SCALE: I'm 50' HMONTAL
SCALE: I'm 5' VERTICAL
NOTE:
PROPOSED ALUMINUM BOX CULVERT
TO BE INSTALLED A MINIMUM 12 INCHES
BELOW EXISTING STREAMBED.
KKi:10i
K4*0
K1lip
16157%
Kiv
No.
Revision
Date
B
Designer
W &R
Scale
1 "= 50' H
10 -5.V
AMERICAN AIRLINES -LEITH AUTO CONNECTOR ROAD
TOWN OF CARY WAKE COUNTY NORTH CAROLINA
NEUSE RIVER BUFFER & STREAM IMPACTS
EXHIBIT - BOX CULVERT CROSS - SECTION
WITHERS & RAVENEL
E 1 MocK 1 PLANNERS 1 SURVEYORS
115 MacKeno non Drive Cory, North Carolina 27511
tel: [phone] www.withemrovenel.com License No. C -0832
Sheet No.
Of
Drawn By
RSF
Date
8/25/2014
Checked By
RSF
Job No.
2140013.00