20160650 Ver 1_401 Application_20160616

Montalvo, Sheri A
From:Deborah Shirley <[e-mail]>
Sent:Wednesday, June 29, 2016 3:04 PM
To:Montalvo, Sheri A
Subject:Pinnacle Park Center-PCN being couriered to your office today
Attachments:FINAL PCN_Pinnacle Park Center_06-29-16.pdf
Follow Up Flag:Follow up
Flag Status:Flagged
Sheri,
For your convenience, I have attached an electronic copy of the PCN application for the Pinnacle Park Center
project.

Thanks,
Debbie

Debbie Edwards Shirley
Environmental Specialist
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
919-846-5900 (office)
919-673-8793 (mobile)
www.SandEC.com
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential
information. This electronic communication may not have passed through our standard review/quality control process. Design data and
recommendations included herein are provided as a matter of convenience and should not be used for final design. Rely only on final,
hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination,
distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify the
sender by return e-mail and delete the original communication from your system. Thank you.


THINK BEFORE YOU PRINT

1

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, INC 27587
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: Pinnacle Park Center
Apex, Wake County, NC
June 29, 2016
S&EC Project # 12578.W6
INC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 91" Floor
512 North Salisbury Street
Raleigh, INC 27604
On behalf of the applicant, Classic Road Partners, LLC (Attn: Glenn Futrell) please find attached a
complete application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers and the N. C. Division of Water Resources (NCDWR) that the activities proposed
below may proceed under Nationwide Permit 39 and Water Quality Certification 3890. Please contact me
at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Pinnacle Park Center
Project Type
Commercial Development
Owner /Applicant
Classic Road Partners, LLC
County
Wake
Nearest Town
Town of Apex
Waterbody Name
UT to Middle Creek
Basin
Neuse
Index Number
27-43-15-(l)
Class
C, NSW
IMPACT SUMMARY
Stream Impact (acres):
0.02
Wetland Impact (acres):
0.019
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.039
Total Stream Impact (linear feet):
174
Total Riparian Buffer Impacts (square feet):
Zone 1: 14,788; Zone 2: 14,052
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Map
NRCS Soil Survey Map
NCDWR Surface Water Determination letter #15-235
Wildlands Holdings SOA letter
Existing Conditions & Overall Site Plan
Environmental Impact Maps
DWR ONLY:
Stormwater Management Report
$570 DWR Application

Ota— W�ATf99e.
1..I
oqliiii�<
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Carps:
® Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 39 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):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express © Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes © 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.
® Yes ❑ No
19.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes © 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:
Pinnacle Park Center
2b.
County:
Wake
2c.
Nearest municipality / town:
Apex
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Classic Road Partners, LLC
3b.
Deed Book and Page No.
Deed Book 016023 Deed Page 01810
3c.
Responsible Party (for LLC if
applicable):
Glenn Futrell
3d.
Street address:
10500 World Trade Blvd.
3e.
City, state, zip:
Raleigh, NC 27617
3f.
Telephone no.:
919-612-5245
3g.
Fax no.:
n/a
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
S.
Agent/Consultant Information (if applicable)
5a.
Name:
Deborah E. Shirley
5b.
Business name
(if applicable):
Soil & Environmental Consultants PA.
5c.
Street address:
8412 Falls of Neuse Road, Suite 104
5d.
City, state, zip:
Raleigh, NC, 27615
5e.
Telephone no.:
919-846-5900
5f.
Fax no.:
n/a
r-5
address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0751-26-1857
1b.
Site coordinates (in decimal degrees):
I Latitude: 35.7185 Longitude: -78.8249
1c.
Property size:
25.5 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
LIT to Middle Creek
2b.
Water Quality Classification of nearest receiving water:
C;NSW 27-43-15-(1)
2c.
River basin:
Neuse; HUC 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 parcel is vacant with a mixed pinelhardwood forest. A 135' electric utility easement runs through the property from the Northwestern comer to the
Southeastern edge. A perennial stream system with some adjacent wetland pockets bisects the property. General land use is business/industrial.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.64
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,248
3d. Explain the purpose of the proposed project:
To construct the infrastructure necessary to access lots and provide utilities for a business park.
3e. Describe the overall project in detail, including the type of equipment to be used:
The construction of office buildings, parking lots, stormwater management facilities 8 infrastructure. Typical construction equipment will be utilized.
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 priorphases) in thepast?
® Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ® Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: S&EC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE-James Lastinger conducted site verification visit on 6/25/15. Steven Ball has submitted all necessary paperwork for a Jurisdictional
Determination; NCDWR-James Graham conducted Surface Water Determination visit on 6/12/15 (NBRR0#15-235).
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ©No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project? ❑ Yes ® No
6b.
If yes, explain.
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams—tributaries ❑X 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Utility-PNPL
Bottomland Hardwood Forest
Yes
Corps
0.016
W2 P
Utility-PNPL
Bottomland Hardwood Forest
Yes
Corps
0.003
W3
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.019
2h. Comments:
Both Utility impacts will be brought back to pre -construction contours and re -vegetated with wetland seed mix. PNPL = Permanent, No Permanent
Loss,
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT to Middle Crk
PER
Corps
6.5
48
S2 P
Dissipater-PNPL
UT to Middle Crk
PER
Corps
5
22
83 T
Utility
UT to Middle Crk
PER
Corps
3.5
25
S4 P
Culvert
UT to Middle Crk
PER
Corps
4.5
66
S5 P
Dissipater-PNPL
UT to Middle Crk
PER
Corps
4
13
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
174
3i. Comments:
Utility impact will be brought back to pre -construction stream bed elevations and banks stabilized. PNPL = Permanent, No Permanent Loss
Page 4 of 10
PCN Form —Version 1.4 January 2009

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.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If Pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d. 5e.
Stream Impacts (feet) Upland
(acres)
Flooded Filled Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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:
B. 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.
Be. Project is in which protected basin?
© Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Parallel Road
UT to Middle Creek
Yes
1,167
3,853
B2 P
Driveway Crossing
UT to Middle Creek
No
5,097
2,964
B3 P
Bypass Channel
UT to Middle Creek
No
522
322
B4 P
Utility Crossing
UT to Middle Creek
No
1,448
975
B5 P
Driveway Crossing
UT to Middle Creek
No
6,554
3,798
B6 P
Utility
UT to Middle Creek
No
0
2,140
6h. Total Buffer Impacts:
14,788
14,052
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Driveway crossings were designed to cross streams at a perpendicular angle, and with headwalls to minimize impacts to streams and buffers.
Utility crossing designed to cross at a perpendicular angle to minimize impacts to stream and buffers. Entrance road was limited to a dedicated
easement and required to connect in this location by the Town of Apex. Parallel utility pushed out into Zone 2, but limited by space for building and
Parking.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Pumps will be utilized at stream crossings to minimize impacts to streams. Other measures such as sift fence, tree protection fencing, sediment
traps etc. will be required by the Erosion & Sediment control Plan to minimize sediment entering the stream during construction activities.
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
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Proram
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
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 6 of 10
PCN Form —Version 1.4 January 2009

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
Parallel Road Impact
1,167
3 (2 for Catawba)
3,501
Zone 2
Parallel Road Impact
3,853
1.5
5,779.5
6f. Total buffer mitigation required:
9,280.5
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).
Buffer mitigation vdll be paid to a private mitigation bank. See attached Statement of Buffer Mitigation Credit Availability from Wildiands Holdings.
6h. Comments:
J
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Per project engineer: BMP is diverting the I" volume to a level spreader to provide diffuse flow. The
final
© Yes ❑ No
applicant
requests that a conditional 401 Approval he considered, therefore allowing the Approved
Stormwater Management Plan to be submitted to the NCDWR once received by the Town of Apex.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
17%
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Per
the project engineer: Roadway stormwater is collected to the maximum extent practicable and conveyed to a wet pond designed for 85% TSS
removal,
with the 1" water quality volume directed to a 10 -ft level spreader. A high flow bypass discharging directly to the stream channel is provided.
See attached Stormwater Management Report. The applicant requests that a conditional 401 Approval be
considered, therefore allowing the final
Approved Stormwater Management Plan to be submitted to the NCDWR once received by the Town of Apex.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Town of Apex
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Town of Apex
® Phase II
® NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ 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
❑ Yes ®No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ©No
use of public (federal/state) land?
1b. 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
❑ Yes ❑ No
letter.)
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 Pinnacle Park project is a small business park. The property is located within the Town of Apex ETJ, therefore adjacent properties will have the
following regulations to protect downstream waters: 1) the Neuse River Buffer Protection program , these regulations require limited development
within the riparian buffer area in addition to "diffuse flow" requirements, and could require Best Management Practices that control nitrogen if diffuse
flow cannot be achieved: and 2) the Phase 11 NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal
Separate Storm Sewer Systems (MS4s) In addition to post -construction stormwater management requirements. We anticipate that the DWR will
advise us if any additional information is needed.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the roposed project, or available capacity of the sub'ect facility,
Waste water pom the pr posed development Wedisc to the Town of Apex sanitary sewer system. The Town will ensure that the capacity will not
be exceeded.
Page 9 of 10
PCN Form —Version 1.4 January 2009

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 ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NHP database. The only known federally protected species potentially effected by this project include the Northern Long Eared Bat (NLEB). It is not
anticipated that this project will have a negative effect on the NLEB. We understand the USACE will confirm this with the USFWS.
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?
NOAA-EFH Mapper Website. The project is located in the piedmont region of North Carolina well outside of any EFH areas.
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?
The NC Stale Historic Preservation Office HPOWEB GIS Service interactive map was referenced on June 28, 2016; no historic structures were
identified within the property boundaries. Additionally, no structures were identified while onsite evaluating wetlands.
6. 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?
Project engineer & NC Flood Risk Information System
Deborah E. Shirley
�l gdd
June 29, 2016
)(
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorizatioff
letter from the applicant isprovided.)
Page 10 of 10

Environmental Consultants,
8412 Falls of Neuse Ruad, Suite 104, Raleigh, NC 27615 • Phone: [phone](10
sandec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Pinnacle Park (aka Newton Tract) S&EC Project # 12578
Date: ;rom *e.- /4a ,Z() 1I -
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0751-26-1857
Site Address: 0 Ten Ten Road
City, County, State: Apex. Wake County, North Carolina
PROPERTY OWNER INFORMATION
Name: Classic Road Partners. LLC
Mailing Address: 10500 World Trade Blvd., Raleigh, NC 27617
Telephone Number:
Email:
C/4 ss !a— /tont l�Rr+arc-rs
A h, /�I,c, „� , �� /f — rhe Lor,
Pro rty Owner (please print) f Date
I-< N/V PLA:+rtLL
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

10 1
4 Evaluation Area
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CLASSIC RD (=- / (�
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cit
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Project Number: 12578.Wl Map Title: N
USGS Ma o 500 1,000
Project Manager: p I i i I I I II
$B Newton Tract Feet
Scale: Wake County, NC
1"=500'
Source: 2015 USGS Soil &Environmental Consultants, P
Date: �.���....._...�..,� W.,,,,. �.,�.rv,...-.,..�..��1-
6/24/16 Apex Quadrangle ""

�M. �
.
NCDENR
Nutt C,arm to Deparinient of Environment gr -, !fait j ai ReS',,lrCE5
Pat McCrory
Governor
Lam Nanton
609 N'alapai Dr.
I'uquay \'arina XC 27526
Determination Type:
Buffer Call
® Neuse It 5A NCAC 28 0233)
❑ Tar -Pamlico (15A NCAC 28 02 59)
❑ Jordan (ISA NCAC 2B 0267)
.lune 12, 21115
Isolated or EIP Cat.
DJra!i R van der vaar.
JUN 16 1015
Subject: Surface %%utcr Determination
NHRRO=15-2 '9
Counit
❑ Ephemerallinterm:rent/Perenn!al Determination
❑ Isolated Werlano Determ:natlon
I4oject Mme. _ _ Nettton Property_
Location Directions: Properly is located at Classic Road in Apex. %(
Subject StreamMiddle Creek
Delerminatiun Date: June 12. 2015 Slain.- .lames, (a-aham
teeture
Subject IU Not 1.11.P•
SUrla "nr'a soil vtirtc%
I SGS
Buffers Subject
Topo
to
llufrcn
{�
h {
•1.IN-Lphctimallnz�nniuc!uk'.r.nr.i.d
-
I nplanation. l,hc Icalurclsl listed ahote has or Hate Icon located on the Sud Suncy of Vtxk, (o:uu�. Norah
t arolina or the niost recent copy of the L SGS 1 opographic mop al a 1 74.1100 scale. 1 ach !:Mule that i, dTe'At'J
'wt Suhjccl' has hcen Jctcmlincd not to hr a strtmm or i% not prescnl on dlc proparty. I eaturc, that atprjj )Acd ,
V ;thl'arolllla
,lwurdlly
Nartt CaTJl.na Dw&OP. c: VAtt' R,. _;. ; .. -'U Va t . - a Cerler P,. _ .r V. '•"E99. 1626 PnDne 1915: -9' =2D;

\cmon Propcnv
N ake County
June 12. 201S
Page 3 of 2
.,Subject,* hast been located on the property and possess characteristicsthai quahii it m he a stream. there may be
other streams located on your propcM that Jo not show up on the maps referenced above but. still may be
considered jurisdictional according to the I:S Army Corps o1 Engineers and or to the Div inion of Water Resources
(DWR).
This on-site determination shall expire rive (5) years from the date of this letter. Landowners or affected parties that
dispute it determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must he made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and'or adjacent owners) is notified of this letter. A request for a determination by the
Director shall he referred to the Director in writing. Ifsending ria JS Postal Service c/o Karen Iliggiev DF! R - 4014
Buffer Permitting I nit 1617 3fail Service ('enter Raleigh. NC 27699-1617. If sending ria deliret) service 11 PS, FedF.e.
etc.) Karen Higgins DOOR - 401 & Buffer Permitting I'nil Sl- N. Salivhun• Streel Raleigh, VC 27611.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner?uture owners should notify the Division of W ater Resources (including any other Local. Stair, and
Federal Agencies) of this decision concerning am future correspondences regarding the subject property (stated
above). This project may require a Section 3041401 Permit for the proposed activity. Any inquiries should he
directed to the Div inion of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulator) Field Office) at (919) -554 -4884 -
It you have questions regarding this determination, please feel Irce to contact James Graham at [phone].
RCfpleCl Ily.
l�1
Danny Smi tiupxrvisot
Water Quality Regional Operation Section
Raleigh Regional Office
cc: RRO-SW'P File Copy
SS EC
Stephen Ball
Rai 2 Fails of the Neuse Rd.
Suite 104
Raleigh. \( 37615

SIL
EC

I
CLASSIC RD'
"roject Number: Nap?.tic
:
12578.W I U5G5 Map
Project Manager:
5BNewton 'ract
Scale: Wake County. NG
I " = 500'
So' -roe; 2013 U5G5
Oates �I'a' p�tnnile
05/01/15
r W,
EvaWatlas Ar ea
HiQ �lNf�
cW �-
N
C 250 500 750 1.000
Feet

LANDS
HOLDINGS
Statement of Buffer Mitigation Credit Availability
June 20, 2016
Classic Road Partners, LLC
Attn: Mr. Glenn Futrell
10500 World Trade Blvd.
Raleigh, NC 27617
c/o: Mrs. Debbie Shirley, S&EC
Re: Availability of Riparian Buffer credits for the Pinnacle Park Center project
Bank Name: North Fork Little River Nutrient and Buffer Bank
Bank Sponsor: Wildlands Holdings II, LLC (wholly owned by Wildlands Engineering, Inc.)
DWR Project k: 2016-0130
Riparian Buffer Credits Available: 9,280.50 sq. ft.
Neuse 03020201 River Basin
Municipality jurisdiction: Apex
Dear Mr. Futrell
Wildlands Holdings II, LLC has the above mentioned Riparian Buffer Credits available from our North Fork Little
River Nutrient and Buffer Bank, (DWQ Project q: 2016-0130), to satisfy the Riparian Buffer mitigation
requirements related to the above mentioned project. The Project is located within the service area (HUC
03020201 of the Bank.
An invoice for this transaction will be sent upon your request and we will reserve the credits for a period of 30
days from invoice. This letter is not a guarantee of availability or a reservation of the credits. Final transfer of
the credits will be made upon full receipt of your payment to Wildlands Holding II, LLC, at which time a credit
transfer certificate verifying your credit purchase will be issued to the North Carolina Division of Water
Resources and to you for your records. At that time we will require a copy of the Riparian Buffer Authorization
Approval from NC Division of Water Resources.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 719-
2100 or [e-mail] if you have any questions or need any additional information.
Sincerely,
Robert W. Bugg
Wildlands Engineering, Inc.
Director: Land Acquisition
[e-mail]
0: [phone] ex. 105 M: [phone]
Wildlands Holding II, LLC - Wildlands Engineering, Inc - 1430 South Mint Street, Charlotte, NC 28203

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Piedmont Land Desig4 LLP
8522-204SiaFaM Road llftilC 27615
Tel [phone] Fax 919,945.7703
SUMMARY
OF' IMPACTS
IMPACT SHEET BUFFERIMPACTS
4 NAME
PERMANENT ZONE PERMANENT 20NE2
TEMPORARY
PERENNIAL
STREAM IMPACTS
PERMANENT/NO
PERMANENT LOSS
WETLAND IMPACTS
PERMANENT
PERENNIAL
STREAMIMPACTS
PERMANENT INO
PERMANENT
PERENNIAL STREAM
IMPACTS
IA
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2A
IM.4 522 SF (0.012 AC) 322 SF (0.007 AC)
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25 LF (92 SF)
688 SF (0.016 AC)
2C
IM.4 8,554 SF (0.150 AC) 3,798 SF 0.087 AC
66 LF (309 SO
13 LF (52 SF)
3
IM -52,140 SF (0.049 AC)
133 SF (0.003 AC)
TOTALS
14,788 SF 0.339 AC 14,052 SF(0.323 AC
25 LF 92
821 SF 0.019 AC
114 LF 621 Snj
35 LF 164 S
Piedmont Land Desig4 LLP
8522-204SiaFaM Road llftilC 27615
Tel [phone] Fax 919,945.7703
APPLICANT:
CLASSIC ROAD PARTNERS, LLI
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPWA
DATE:
OD JN 2016
SCALE:
VU160'
DWG. # I M.
5Q
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APPLICANT:
CLASSIC ROAD PARTNERS, LLI
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPWA
DATE:
OD JN 2016
SCALE:
VU160'
DWG. # I M.

135' ELE
UTILITY E
EXISTING CONDITIONS
150
SCALE:1 "-150' NORTH
LD
Piedmont Land Design, LLP
8522-204kFoas Road 8aleigkKC 27615
Tel [phone] Fu 919.845.7103
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APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERMEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPWA
DATE:
06 JJN 2016
SCALE:
I O W,
1lFi`lew.3
IM.2

LEGEND—IMPACT AREA 1A
l
II
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LEGEND -IMPACT
®PERMANENT BUFFER
ZONE 1 IMPACT
5,097 SF (0.117 AC)
®PERMANENT BUFFER
ZONE 2 IMPACT
2,964 SF (0.068 AC)
PERMANENT PERENNIAL
STREAM IMPACT
48 LF (312 SF)
PERMANENTPERMANENT LOSS
STREAM
PERENNIAL STREAM IMPACT
22 LF (112 SF)
45 f ITT I I I - I_
\ = —IMPACT- AREA 4B—
--------- 20 ZONE 2
-----------� ���� 30' ZONE 1
I IlIl
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/
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°r— —DRIVEWAY
BUFFER
®PERMANENT
ZONE
1 IMPACT
1,167
SF (0.027 AC)
BUFFER
®PERMANENT
ZONE
2 IMPACT
3,853
SF (0.088 AC)
l
II
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LEGEND -IMPACT
®PERMANENT BUFFER
ZONE 1 IMPACT
5,097 SF (0.117 AC)
®PERMANENT BUFFER
ZONE 2 IMPACT
2,964 SF (0.068 AC)
PERMANENT PERENNIAL
STREAM IMPACT
48 LF (312 SF)
PERMANENTPERMANENT LOSS
STREAM
PERENNIAL STREAM IMPACT
22 LF (112 SF)
45 f ITT I I I - I_
\ = —IMPACT- AREA 4B—
--------- 20 ZONE 2
-----------� ���� 30' ZONE 1
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BLOCK STREAM FLOW �
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7 FLOW DOWNSTREAM OF
CONSTRUCTION AREA —
9 y
\------
0 40
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SCALE IN FEET
/
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NORTH
/
PLD
Piedmont Land Desigq LLP
95222049dFait load laleig4NC 21615
Tel [phone] Fu 919.845.7703
APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
06 JUN 2016
SCALE:
1"=40'
DWG. 0 1 M.3
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APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
06 JUN 2016
SCALE:
1"=40'
DWG. 0 1 M.3

LEGEND—IMPACT AREA 2A
LEGEND—IMPACT
AREA 2B
PERMANENT BUFFER
LEGEND—IMPACT
AREA 2C
PERMANENT BUFFER
BUFFER
®PERMANENT
ZONE 1 IMPACT
ZONE 1 IMPACT
ZONE 1 IMPACT
522 SF (0.012 AC)
W
1,448 SF (0.033 AC)
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PERMANENT BUFFER
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ZONE 2 IMPACT
ZONE 2 IMPACT
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PERMANENT/NO PERMANENT
PERMANENT PERENNIAL
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66 LF (309 SF)
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PERENNIAL
STREAM IMPACT
PERMANENT/NO PERMANENT LOSS
PERENNIAL STREAM IMPACT
150 TOWERVIEW COURT
CARY. NC 27513
25 LF (92 SF)
[phone] (PHONE)
13 LF (52 SF)
50' NEUSE
RIPARIAN BUFFER
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APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY. NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
06 JUN 2016
SCALE:
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8522-204 Su Forts Road Raleigh, NC 27615
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CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY. NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
06 JUN 2016
SCALE:
111=40'
DWG. # �.�

\ 50' NEUSE RIVER
_ � --- RIPARIAN"—BOl"F _!
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0 30 60 90
SCALE IN FEET
PLD
Piedmont Land Design, LLP
8522204 W Forts Road RdeiMC 71615
Tel [phone] Fu 919.845.7193
APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
06 JUN 2016
SCALE:
1"=50'
DWG. # I M. 5
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APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
06 JUN 2016
SCALE:
1"=50'
DWG. # I M. 5

415
410
405
400
395
—0+50 0+00 0+50
DRIVEWAY 1
415
410
405
:1I
395
—0+50 0+00 0+50
415
410
405
400
395
1+00 1+50 2+00
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CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
28 APR 2016
STREAM FEN
399.00
111=60'
DWG. # I M.l
STREAM ELEV =
400.00
1
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PIPE INVERT =
399.00
1
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#1
IMPAC
#1
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415
410
405
:1I
395
—0+50 0+00 0+50
415
410
405
400
395
1+00 1+50 2+00
415
410
405
400
395
1+00 1+50 2+00
Piedmont Land Desigq LLP
8522-204 Su Forks Road Raleigh, RC 27615
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APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
28 APR 2016
STREAM FEN
399.00
111=60'
DWG. # I M.l
PIPE INVERT =
398.00
1
i
1
IMPAC
#1
DOWNST
1EAM
415
410
405
400
395
1+00 1+50 2+00
Piedmont Land Desigq LLP
8522-204 Su Forks Road Raleigh, RC 27615
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APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
28 APR 2016
SCALE:
111=60'
DWG. # I M.l

4GU
415
410
405
4.00
—0+50 0+00 0+50
420
415
410
405
400
—0+50 0+00 0+50
4LU
415
410
405
__ 40.0
1+00 1+50 2+00 2+48.29
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[phone] (PHONE)
/
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DATE:
/
SCALE:
1'I=601
DWG. # I M.'7
IMPAC
M2
DOWNST
FAM
5
REAM ELEV = a03.
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PPE
INVERT = 102
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—
—
--
P
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o
IMPAC
#2
UPSTR
M
420
415
410
405
400
—0+50 0+00 0+50
4LU
415
410
405
__ 40.0
1+00 1+50 2+00 2+48.29
DRIVEWAY 2
420
415
410
405
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1+00 1+50 2+00 2+48.29
Piedmont Land Desigq LLP
8522204SIaFels load McINC 27615
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CARY. NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
28 APR 2016
SCALE:
1'I=601
DWG. # I M.'7
IMPAC
M2
DOWNST
FAM
5
REAM ELEV = a03.
0
�
PPE
INVERT = 102
0-
420
415
410
405
40.0
1+00 1+50 2+00 2+48.29
Piedmont Land Desigq LLP
8522204SIaFels load McINC 27615
Tel [phone] Fax [phone]
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APPLICANT:
CLASSIC ROAD PARTNERS, LLC
150 TOWERVIEW COURT
CARY. NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
28 APR 2016
SCALE:
1'I=601
DWG. # I M.'7

SANITARY SEWER CROSSING
(IMPACT AREA 213)
415
410
405
400
395
390
385
380
9+00
9+50 10+00 10+50 11+00
415
410
405
400
395
390
385
380
11+50 12+00
Piedmont Land Design, LLP
8522 204 W Forks Road Raleoik NC 27615
Tel [phone] Fu 919245.7203
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APPLICANT:
CLASSIC ROAD PARTNERS,
i
150 TOWER%AEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
I
DATE:
2B APR 2016
SCALE:
111=60'
v
DWG. # I �.8
tl n
iu�wisiuz
9+50 10+00 10+50 11+00
415
410
405
400
395
390
385
380
11+50 12+00
Piedmont Land Design, LLP
8522 204 W Forks Road Raleoik NC 27615
Tel [phone] Fu 919245.7203
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APPLICANT:
CLASSIC ROAD PARTNERS,
LLC
150 TOWER%AEW COURT
CARY, NC 27513
[phone] (PHONE)
PROJECT:
FPNTA
DATE:
2B APR 2016
SCALE:
111=60'
DWG. # I �.8

1028
CLASSIC ROAD PARTNERS LLC
} 150 TOWERVIEW CT rn.m^msn.a
CARY, NORTH CAROLINA 27513
661203/531
GATE � - � A'! - IF L
PAYTO THE
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