20151268 Ver 1_401 Application_20151215

Friday, December 04, 2015
Ms. Karen Higgins
NCDWR 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC, 27604
Karen:
201 51 268
D
DECO S 2015
DENR - WATER RESOURCES
401 & BUFFER PERMITTING
Heart of North Carolina
Mega Park
PNC & SWP
We have been working with Mr. Boyd Devane on this project for some time now, and he is
intimately familiar with the details, especially those related to the conceptual stormwater
management plan (SWP) for Phases III & III, and the SWP for the proposed NCDOT Access
Road (Phase I) to the conceptualized properties in Phases II & III. We have also worked with
Ms. Jennifer Burdette and Mr. Chad Turlington to establish how to proceed with the Pre -
Construction Notification (PCN) and SWP Application, and to determine what information to
present.
The PCN and supporting documentation is attached. A brief summary of the supporting
documentation is given below:
Heart of North Carolina Mega Park - Primary Access Road Layout Grading & Erosion
Control Plan: This is the erosion control plan set similar to that was submitted to Ms. Jodi Pace
on December 15, 2014 and approved on January 12, 2015 (NCDENR Project ID MONTG-2015-
004). The only difference in this plan is that the roadside ditches were widened to achieve a 6 -
foot width. The access road plan set was revised on April 3, 2015 to shorten the proposed
NCDOT access road and remove the wetland crossing, and the Erosion Control Permit Revisions
were subsequently revised and approved on April 13, 2015. The Owner then elected to revert
back to the original plan and proceed with the wetland crossing portion of the NCDOT Access
Road, so the original January 12, 2015 Erosion Control Plan Package was resubmitted to Ms.
Pace for her records and approval.
Right Turn Lane & Access Road - Stormwater BMP Plan: This is the proposed plan for the
Best Management Practices (BMPs) along the NCDOT Access Road, the only part of this project
actually proposed for construction at this time. Ms. Burdette suggested that we use the NCDOT
Stormwater Best Management Practices Toolbox for the SWP on Access Road. This plan
provides a more specific explanation of the proposed BMPs (Vegetative Swales, etc) designed
into the proposed road construction.
11/17/15-NCDOT Toolbox Calculations for Vegetative Swales: These are the supporting
calculations for the Vegetative Swales proposed along the NCDOT Access Road (Refer to Sheet
4 of the Primary Access Road Layout Grading & Erosion Control Plan for stationing references
shown in the calculations.
107 East Davis Street
Smithfield, North Carolina 27577
Phone [phone]

Key Map & Overall Site Plan: This is the conceptual plan from the master plan submittal to the
NC Department of Economic Development for Certified Industrial Park status. The key map is
revised to include suitably sized storm water quality and detention ponds on the Phase II
(400,000 sf Distribution Center Site) and Phase III (124,566 sf Site) concept sites.
Montgomery County Mega Park Pond Spreadsheets. These are the supporting calculations
for the proposed ponds in Phases II & III (See Key Map & Overall Site Plan). The Lot 1 - Pond 1
and Lot -1 Pond 2 spreadsheets support the preliminary designs for the two ponds shown in the
Phase II concept area. The Lot 2 - Pond 3 spreadsheet supports the preliminary design for the
pond shown in the Phase III concept area.
11x17 Color Aerial Depictions: Information provided by William Mullin, Environmental
Specialist with J.H. Carter & Associates, deemed as typically provided with a PCN.
Please contact us if you have questions or require additional information.
Sincere
r
Wi EngineoYng ou
.�r�e- ��---�
J sse W. Wilson, P.E.

12/3/2015
Gmail - Heart of NC Stormwater - PNC Application
Heart of NC Stormwater - PNC Application
Jesse Wilson <[e-mail]>
Jesse Wilson <[e-mail]> Thu, Dec 3, 2015 at 1:18 PM
Draft To: Boyd Devane <[e-mail]>
Cc: Jennifer. [e-mail], Bill Mullin <[e-mail]>, Chad Turlington
<[e-mail]>, Linda Mcneill <[e-mail]>
Boyd,
Having received your email of December 1, 2015 regarding your transfer to
another job with the Division, we are trying to expedite our submittal with
the PNC Form and all necessary attachments. As you are aware, this project
has many conversations and understandings that are otherwise difficult to
follow.
The PNC application and supporting documentation are attached herein, and
explanations of each attachment are provided below:
12-4-15 MEGA-SITE-EC-PLAN-SET.pdf: This is the erosion control plan set
that was submitted to Ms. Jodi Pace on December 15, 2014 and approved on
January 12, 2015 (NCDENR Project ID MONTG-2015-004). The plan set was
revised on April 3, 2015 to shorten the proposed NCDOT access road and
remove the wetland crossing, and the Erosion Control Permit Revisions were
subsequently revised and approved on April 13, 2015. The Owner then elected
to proceed with the wetland crossing portion of the NCDOT Access Road, so
the original January 12, 2015 Erosion Control Plan Package was resubmitted
to Ms. Pace for her records and approval.
12-4-15-MEGA-SITE-CONCEPT-BMP-PLAN.pdf: The conceptual plan to show
that adequate space is available on Phase II (400,000 sf Distribution Center
Site) and Phase III (124,566 sf Site) to install suitably sized Water Quality
Ponds for the conceptualized impervious area.
12-4-17-POND5-1-2-3-CALCULATIONS.pdf: Supporting Calculations for the
Water Quality Ponds proposed in the 12 -4 -15 -MEGA -SITE -CONCEPT -BMP -
PLAN described above and attached.
https:Hmail.google.com/mail/u/0t?ui=2&ik=b9ec3dda3a&view=pt&search=drafts&msg=15169118465c4564&dsgt=1&sim1=15169118465c4564 1/3

12/3/2015
Gmail - Heart of NC Stormwater - PNC Application
12-4-15-NCDOT-BMP-PLAN(1R).pdf: This is the proposed plan for the BMPs
along the NCDOT Access Road, the only part of this project actually
proposed for construction. Ms. Burdette suggested that we use the NCDOT
Stormwater Best Management PracticesToolbox for the Access Road. This
plan provides a more specific explanation of the BMPs (Vegetative Swales,
etc) designed into the proposed road construction.
11-17-15-ACCESS-DITCH-CALCS.PDF: Supporting Calculations for the
Vegetative Swales proposed along the NCDOT Access Road.
The PNC Form (10-27-15-PCN-Form-v1_3-Signed.pdf) and the remainder of
the attachments are information typically provided with the PNC Application.
I believe all of the information in this package has been incrementally
submitted to your office, reviewed with comments, re -submitted and
discussed such that this represents our best understanding of what is
required to procure the SMP approval and the 401 / 404 Permit. If you
concur, please advise, and we will send hard copies to Ms. Karen Higgins at
once.
I want to thank you again for your time and attention to this important
project. I look forward to hearing from you soon.
Jesse
Jesse Wilson, P.E.
107 East Davis Street
Smithfield, NC 27577
cell 336 736-9267
office 336 308-9613
[e-mail] or [e-mail]
9 attachments
124-15-NCDOT-BMP-PLAN (1).pdf
491 K
12-4-17-PONDS-1-2-3-CALCULATI ONS. pdf
https://mail.google.com/mail/LdOt?ui=2&ik=b9ec3dda3a&view=pt&search=drafts&msg=15169118465c4564&dsgt=l&siml=15169118465c4564 213

12/3/2015
42K
Project areial 1,30-15.pdf
1197K
Project topo 1-30-15.pdf
599K
Gmail - Heart of NC Stormwater - PNC Application
cM Project topo zoomed out 1-30-15.pdf
1972K
in 10 -27 -15 -PCN -Form -v1_3 Signed.pdf
631 K
cM 11-17-15-ACCESS-DITCH-CALCS.PDF
3124K
cm 12-4-15-MEGASITE-CONCEPT-BMP-PLAN(1R).pdf
1325K
in 12-4-15-MEGASITE-EC-PLANSET.pdf
3424K
https://mail.google.com/mail/u/0t?ui=2&ik=b9ec3dda3a&view=pt&search=drafts&msg=15169118465o4564&dsgt=1 &sim l=15169118465c4564 313

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El 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):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
[:1401 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 ❑ No
For the record only for Corps Permit:
® Yes ❑ No
If. 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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
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:
Heart of North Carolina Mega Park - Right Turn Lane & Access Road
2b. County:
Montgomery
2c. Nearest municipality / town:
Biscoe
2d. Subdivision name:
Heart of North Carolina Mega Park
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Two Bobs, LLC
3b. Deed Book and Page No.
D.B. 347, PG. 303 & D.B. 685, PG. 248
3c. Responsible Party (for LLC if
applicable):0
3d. Street address:
Mr. Bobby Myrick
PQ
101 Shady Oaks Drive
3e. City, state, zip:
Biscoe, NC 27209
3f. Telephone no.:
[phone]
3g. Fax no.:
1 [phone]
3h. Email address:
[e-mail] 1401 & BUFFER PERMITTING
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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:
5. Agent/Consultant Information (if applicable)
5a. Name:
Jesse Wilson, P.E.
5b. Business name
(if applicable):
Wilson Engineering Group
5c. Street address:
107 East Davis Street
5d. City, state, zip:
Smithfield, NC 27577
5e. Telephone no.:
[phone]
5f. Fax no.:
None
5g. Email address:
[e-mail]
Page 2 of 13

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
7578 00 48 6512 & 7578 00 27 9592
1 b. Site coordinates (in decimal degrees):
Latitude: 35.360066 Longitude: - 79.76163
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
Portion of 117.64 acres & Portion of 18.83 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Lick Creek
2b.Water Quality Classification of nearest receiving water:
WS-III
2c. River basin: map is available at
http://h2o.enr.state.nc.us/admin/maps/
Cape Fear
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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:
Most of the 117.644 -acre (Tract #1-B) and 18.63 (Tract #4) acre tract is fenced and used as a cattle
pasture. Narrow bands of trees are along Lick Creek which is part of the west boundary and along a
portion of an
unnamed drainage coursing northwestward through the property and discharges to Lick
Creek near the north boundary. Internal fencing and gates provide several smaller
pastures. Cattle are frequently moved from one pasture to another to prevent over grazing
of any one pasture. The site contains two rights of way for two utility easements for water & sewer
services.
The adjacent property to the northwest is in agricultural use (pasture). A 3.71 -acre
cleared parcel is adjacent to the north central boundary near the confluence of Lick Creek
and the intermittent drainage. The parcel is planned for development with a wastewater
pump station. The remaining adjacent property along the north boundary is forested. The
adjacent property to the east is forested. Several small parcels along or near the south
boundary are residential and interspersed with forested and cleared vacant tracts.
Pastureland is the adjacent land use to the west.
3b. List the total estimated acreage of all existing wetlands on the property:
(Tract #4) - 0.046 Acres
(Tract #1-B) - 6.75 Acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Lick Branch - 3,347.6 Linear Feet
East Side Perennial Branch - 6,846 Linear Feet
3d. Explain the purpose of the proposed project:
To construct an entrance road into the Heart of North Carolina Mega Park Site: A Montgomery County Economic
Development Project. The Site Plan (other than the entrance road design) is conceptualized to market potential
industrial & commercial interests.
3e. Describe the overall project in detail, including the type of equipment to be used:
Phase I - Construction of 1,050 Linear Feet of Entrance / Access Road through the 18.63 Acre Site (Tract #4) Into
the 117.64 Acre Site (Tract # 1-B). Grading & Paving Equipment, Trackhoes, Backhoes, Motor Graders, Dump
Trucks
Phase II - 400,000 SF Building (18.42 Acre Total Built Upon Area - Conceptual Plan Only) located in 40.04 Acre
Portion of 117.64 Acre Tract # 1-B and Depicted as Lot 1
Phase III - 124,566 SF Building (5.70 Acre Total Built Upon Area - Conceptual Plan Only) located in 22.16 Acre
Portion of 117.64 Acre Tract #1-B
Page 4 of 13

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ElNo ElUnknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: J H Carter and Associates
Name (if known): William Mullin
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
11-4-2011 per Ms Christy Wicker SAW ID 2011-01749
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.
Certified Industrial Park through the NC Department of Commerce
Erosion Control Permit for Construction of the Entrance Access Road - Project ID MONTG-2014-004
NCDOT Turning Lane Permit for access from NC 24/27
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
Phase 1- Construction of 1,050 Linear Feet of Entrance / Access Road through the 18.63 Acre Site (Tract #4) Into
the 117.64 Acre Site (Tract # 1-B).
Phase II - 400,000 SF Building (18.42 Acre Total Built Upon Area - Conceptual Plan Only) located in 40.04 Acre
Portion of 117.64 Acre Tract # 1-B and Depicted as Lot 1
Phase III - 124,566 SF Building (5.70 Acre Total Built Upon Area - Conceptual Plan Only) located in 22.16 Acre
Portion of 117.64 Acre Tract #1-B
Page 5 of 13

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
Permanent
❑ Yes
® No
® Corps
® DWQ
0.05
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.05
2h. Comments:
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)
S1 ® P ❑ T
Culvert crossing
LIT to Licks creek
❑ PER
® INT
® Corps
❑ DWQ
3.5 feet
123
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
123
3i. Comments:
Page 6 of 13

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 ❑ PEI T
02 ❑ PEI T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments: No Open Water Impacts
5. Pond or Lake Construction
If pond or lake construction proposed, the 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: No Pond or Lake Construction
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 DWO)
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 E] Tar -Pamlico E] Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6d.
6e.
6f.
6g.
Buffer impact
number —
EReason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
ct
required?
B1 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑P
El Yes
❑ No
6h. Total buffer impacts
6i. Comments: No Buffer Impacts
Page 7 of 13

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The access road construction will impact only 0.05 Acres of the total 6.8 acres of total wetland area on the
project site.
The crossing was done at the narrowest point possible on a low quality intermittent stream/wetland channel. An
existing farm road crossing in the location was utilized to aid in keeping the crossing minimized.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The road construction has been approved for erosion control protection by the NCDENR's Division of Land
Quality. Diversion Ditches will divert clean water runoff away from disturbed areas, and will divert disturbed area
runoff into adequately sized skimmer type sediment basins. Silt fencing and / or diversion ditches will be
installed at the toe of all fill slopes. The wetland areas immediately adjacent to the construction site will be
flagged in order to preclude construction or vehicular disturbance.
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:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
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:
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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.
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
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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: No Buffer Mitigation Required
Page 9 of 13

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.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
Phased - See Attached Summary
>24% Conceptually
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:
Phase I - Road Construction: Section iv. of Attachment A: 401 Stormwater Requirements, states that
stormwater management plans (SMP) may be phased on a case-by-case basis with the submittal of a final SMP
per items i -iii of the attachment for the current phase and a conceptual SMP for future phase(s). Therefore to
meet the requirements for the 401 certification, the NCDENR will require a final SMP for the entrance road
including access to the existing pump station and will accept a conceptual plan for future phase(s) of the project
(Lot 1 & 2). SL 2014-1 allows linear transportation projects that will be conveyed to the State upon completion
to utilize the Stormwater Best Management Practices Toolbox developed by NCDOT in place of the NCDWQ
BMP Manual. The NCDOT Toolbox will be utilized for the Entrance Road SMP.
Phase If & III SMPs will be developed as appropriate when either of the properties are purchased / leased and if
the proposed development for that property exceeds the 24% High Density Impervious Threshold.
❑ 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?
❑ 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: 401/404
4b. Has the approved Stormwater Management Plan with proof of approval been.
® Yes ❑ No
attached? Project is Conceptual Only except for the Proposed Access Road.
Page 10 of 13
PCN Form — Version 1.3 December 10, 2008 Version

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
The Proposed Road will use the NCDOT Toolbox. The Access Road will
submitted for DWQ 401 Unit Review. The Conceptual Plan has been submitted
and is being reviewed by Mr. Boyd Devane of DWQ 401 Unit.
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
Conceptual Only
5b. Have all of the 401 Unit submittal requirements been met? Conceptual Only
® Yes ❑ No
Page 11 of 13

F. Supplementary Information
1. Environmental Documentation (DWO Requirement)
1 a. 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)?
1 c. 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: Conceptual Plan was submitted to State Clearinghouse Agencies
in 2013 for the NC Department of Commerce Master Plan Review
Requirements, and resulted in Statements of No Impact.
2. Violations (DWO 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 (DWO 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.
This property is a potential business/industrial park site. Overall development of this parcel is anticipated to
occur in phases with various uses. The proposed roadway is being established to aid in the sale and
development of the site. All other conceptual phases or potential developments are unknown at this time.
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.
The sewage for any potential build out will be treated via municipal sewer system
Page 12 of 13
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 ❑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?
USFWS web data search, North Carolina Natural Heritage Database and GIS data, site inspections by JCA biologist
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
USFWS web data search, North Carolina Natural Heritage Database and GIS data, site inspections by JCA biologist
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. WIII this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑x 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?
web data base search, phase 1 documentation and landowner history recount.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FIRM mapping
Applicant/Agent's Printed Name
l gens Signa 're
Date
(Agent's signature is valid only it an authorization
letter from the applicant isprovided.)
Page 10 of 10

PROJECT: Montgomery County Mega Park - Lot 1 -POND 1
CHECKED BY: Jesse Wilson
LOCATION: BISCoe DATE: 10/15/2015
I U I AL 51 It AHLA = 40.U4 acres WA I thbHtU = t31SGOE
PROPOSED BUILT UPON AREA = 18.42 acres CLASSIFICATION: WS - WS -III
FUTURE BUILT UPON AREA = 0.00 acres (GWA/WCA) = GWA
TOTAL ON-SITE BUILT UPON AREA = 18.42 acres
PERCENT BUILT -UPON = 46.00%
ON-SITE DRAINAGE AREA TO POND 1 = 9.21 acres
ON-SITE BUA TO POND =
9.21 acres
ONSITE % BUA FOR POND SUB -BASIN =
100.00%
OFF-SITE DRAINAGE AREA TO POND =
0.00 acres
TOTAL WATERSHED AREA TO POND =
9.21 acres
DISTURBED AREA =
11.00 acres
OFF-SITE B.U.A. TO POND =
0.00 acres
% OF OFF-SITE B.U.A. TO POND =
0.0%
TOTAL B.U.A. TO POND
9.21 acres
COMPOSITE B.U. % =
100.00%
TEMP. SED. STOR. USED (Y/N)
y
DESIGN DATA
PERMANENT SEDIMENT STORAGE
PERMANENT WATER QUALITY
DEPTH (minimum 3 feet)
SA/DA
TYPE
DESIGN STORM
RAINFALL INTENSITY
RUNOFF COEFFICIENT (POST)
TYPE
DESIGN STORM
RAINFALL INTENSITY
RUNOFF COEFFICIENT
ELEV.@ BOT. OF POND / PSS =
ELEV. @ BOT. OF PWQ =
ELEV. @ NORMAL POOL =
ELEV. @ TOP. OF RISER =
ELEV. @ EMER. SPILLWAY =
ELEV. @ TOP OF DAM =
INVERT OF BARREL =
0.125 acre -in per total drainage area
3.0 feet
5.8 percent
1.0 Inch rainfall to be controlled
X corrugated aluminum
reinforced concrete
10 year
0.61 inches per hour
0.63
532.00
533.00
539.00
540.00
541.00
542.00
530.00
X grass lined
rip -rap lined
100 year
0.61 inches per hour
0.63
Table 10-4 BMP Man.:
SURFACE AREA = 25471 SF
SURFACE AREA = 27742 SF
SURFACE AREA = 42029 SF
SURFACE AREA = 54814 SF

ELEV. @ BOT. OF PSS = 532.00 SURFACE AREA = 25471 Square Feet
ELEV. @ BOT. OF PWQ = 533.00 SURFACE AREA = 27742 Square Feet
VOLUME PROVIDED = 26607 Cubic Feet
OK
PERMANENT WATER QUALITY SURFACE AREA REQ'D 23269 Square Feet
NORMAL POOL ELEVATION = 539.00
SURFACE AREA PROVIDED = 42029 Square Feet
OK
Rv =
VOLUME REQUIRED =
ELEV. @ BOT. OF TWQ = 539.00 SURFACE AREA =
ELEV. @ TOP OF TWQ = 540.00 SURFACE AREA =
VOLUME PROVIDED =
0.950 in/in
31761 Cubic Feet
42029 Square Feet
54814 Square Feet
F

PROJECT: Montgomery County Mega Park - Lot 1 -POND 2
CHECKED BY: Jesse Wilson
LOCATION: Biscoe DATE: 10/15/2015
I %J l ML- JI I C /'1n Ch =
PROPOSED BUILT UPON AREA =
FUTURE BUILT UPON AREA =
TOTAL ON-SITE BUILT UPON AREA =
PERCENT BUILT -UPON =
ON-SITE DRAINAGE AREA TO POND =
ON-SITE BUA TO POND =
ONSITE % BUA FOR POND SUB -BASIN =
OFF-SITE DRAINAGE AREA TO POND =
TOTAL WATERSHED AREA TO POND =
DISTURBED AREA =
OFF-SITE B.U.A. TO POND =
% OF OFF-SITE B.U.A. TO POND =
TOTAL B.U.A. TO POND
COMPOSITE B.U. % =
TEMP. SED. STOR. USED (Y/N)
PERMANENT SEDIMENT STORAGE
PERMANENT WATER QUALITY
DEPTH (minimum 3 feet)
E
DESIGN STORM
RAINFALL INTENSITY
RUNOFF COEFFICIENT (POST)
E
DESIGN STORM
RAINFALL INTENSITY
RUNOFF COEFFICIENT
ELEV.@ BOT. OF POND / PSS =
ELEV. @ BOT. OF PWQ =
ELEV. @ NORMAL POOL =
ELEV. @ TOP. OF RISER =
ELEV. @ EMER. SPILLWAY =
ELEV. @ TOP OF DAM =
INVERT OF BARREL =
4U.U4 acres vv I trl")rltU = t5iscoE
18.42 acres CLASSIFICATION: WS - WS -III
0.00 acres (GWA/WCA) = GWA
18.42 acres
46.00%
9.21 acres
9.21 acres
100.00%
0.00 acres
9.21 acres
11.00 acres
0.00 acres
0.0%
9.21 acres
100.00%
0.125 acre -in per total drainage area
3.0 feet
5.8 percent
1.0 Inch rainfall to be controlled
X corrugated aluminum
reinforced concrete
10 year
0.61 inches per hour
0.63
532.50
533.00
539.00
540.00
541.00
542.00
530.00
X grass lined
rip -rap lined
100 year
0.61 inches per hour
0.63
Table 10-4 BMP Man.:
SURFACE AREA = 30957 SF
SURFACE AREA = 31758 SF
SURFACE AREA = 42366 SF
SURFACE AREA = 52675 SF
VOLUME PROVIDED
ELEV. @ BOT. OF PSS = 532.50 SURFACE AREA = 30957 Square
ELEV. @ BOT. OF PWQ = 533.00 SURFACE AREA = 31758 Square

VOLUME PROVIDED =
OK
PERMANENT WATER QUALITY SURFACE AREA REQ'D 23269 Square Feet
NORMAL POOL ELEVATION = 539.00
SURFACE AREA PROVIDED = 42366 Square Feet
OK
Rv =
VOLUME REQUIRED =
MEP
0.950 in/inI
ELEV. @ BOT. OF TWQ = 539.00 SURFACE AREA = 42366 Square Feet
ELEV. @ TOP OF TWQ = 540.00 SURFACE AREA = 52675 Square Feet
VOLUME PROVIDED =
OKI

PROJECT: Montgomery County Mega Park - Lot 2 -POND 3
CHECKED BY: Jesse Wilson
LOCATION: Biscoe DATE: 10/15/2015
I V I ML JI 1 C MMMM =
PROPOSED BUILT UPON AREA =
FUTURE BUILT UPON AREA =
TOTAL ON-SITE BUILT UPON AREA =
PERCENT BUILT -UPON =
ON-SITE DRAINAGE AREA TO POND =
ON-SITE BUA TO POND =
ONSITE % BUA FOR POND SUB -BASIN =
OFF-SITE DRAINAGE AREA TO POND =
TOTAL WATERSHED AREA TO POND =
DISTURBED AREA =
OFF-SITE B.U.A. TO POND =
% OF OFF-SITE B.U.A. TO POND =
TOTAL B.U.A. TO POND
COMPOSITE B.U. % =
TEMP. SED. STOR. USED (Y/N)
(PERMANENT WATER QUALITY
DEPTH (minimum 3 feet)
DESIGN STORM
RAINFALL INTENSITY
RUNOFF COEFFICIENT (POST)
DESIGN STORM
RAINFALL INTENSITY
RUNOFF COEFFICIENT
ELEV.@ BOT. OF POND/ PSS =
ELEV. @ BOT. OF PWQ =
ELEV. @ NORMAL POOL =
ELEV. @ TOP. OF RISER =
ELEV. @ EMER. SPILLWAY =
ELEV. @ TOP OF DAM =
INVERT OF BARREL =
22.16 acres WATERSHED = Biscoe
5.70 acres ASSIFICATION : WS - WS -III
0.00 acres (GWA/WCA) = GWA
5.70 acres
25.72%
5.70 acres
5.70 acres
100.00%
0.00 acres
5.70 acres
7.00 acres
0.00 acres
0.0%
5.70 acres
100.00%
acre -in per total drainage area
3.0 feet
5.8 percent Table 10-4 BMP Man.:
1.0 Inch rainfall to be controlled
X corrugated aluminum
reinforced concrete
10 year
0.61 inches per hour
0.50
551.50
552.00
553.00
554.00
554.50
556.00
546.00
X grass lined
rip -rap lined
100 year
0.61 inches per hour
0.50
SURFACE AREA = 12978 SF
SURFACE AREA = 14494 SF
SURFACE AREA = 20065 SF
SURFACE AREA = 21893 SF
ELEV. @ BOT. OF PSS = 551.50 SURFACE AREA = 12978 Square
ELEV. @ BOT. OF PWQ = 552.00 SURFACE AREA = 14494 Square

VOLUME PROVIDED =
OK
PERMANENT WATER QUALITY SURFACE AREA REVD 14401 Square Feet
NORMAL POOL ELEVATION = 553.00
SURFACE AREA PROVIDED = 20065 Square Feet
OK
Rv =
VOLUME REQUIRED =
ELEV. t7a BOT. OF TWQ =
ELEV. @a TOP OF TWQ =
553.00 SURFACE AREA =
554.00 SURFACE AREA =
VOLUME PROVIDED =
0.950 in/in
19656 Cubic Feet
20065 Square Feet
21893 Square Feet
OKI

i
W
W-51WR,
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 12, 2015
Donald R. van der Vaart
Secretary
LETTER OF APPROVAL WITH MODIFICATIONS
Bobby Myrick
P.O. BOX 728
Biscoe, NC 27209
RE: Project Name: Heart Of NC Mega Park Entrance Road
Acres Approved: 3.8
Project ID: MONTG-2015-004
County: Montgomery, City: Biscoe, Address: NC 24/27 Hwy.
River Basin: Cape Fear
Stream Classification: Other
Submitted By: Wilson Engineering Group
Date Received by LQS: December 19, 2014
Plan Type: New
Dear Mr. Myrick:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval
must be posted at the Job site. This plan approval shall expire three (3) years following the date
of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B .0129.
Please be aware that your project will be covered by the enclosed NPDES Construction
Stormwater General Permit NCG010000. Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G. S. 113A -61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
North Carolina.'s Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. lfy following the
Division of Energy, Mineral, and Land Resources
Energy Section - Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http://Portal.nedenr.orci/web/lr/
An Equal opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Letter of Approval
Bobby Myrick
January 12, 2015
Page 2 of 3
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This approval does not supersede any other
permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if
you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Jodi Pace, EI
Land Quality Section
Enclosures: Certificate of Approval
NPDES Permit
ee: Wilson Engineering Group - electronic copy
Amber Cole, Inspections & Planning T electronic copy
Land Quality Section - Fayetteville Regional Office File
Revised o8172012

Letter of Approval
Bobby Myrick
January 12, 2015
Page 3 of 3
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: HEART OF NC MEGA PARK ENTRANCE ROAD
Project ID: MONTG-2015-004
County: Montgomery
Submit 2 copies of modifications - Provide two full sized copies of revised plan sheets, corresponding to
the e-mail/PDFs received on 1/9/15, showing all the Modifications required for approval prior to
beginning any land -disturbing activity. Per G.S. 113A-57(4) and 113A -54(d)(4)
Revised 108172412

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