20171254 Ver 1_401 Application_20171003

October 3, 2017
US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Mr. James Lastinger
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Unicon Property
Request for NWP 39 & GC 4092
Sage Project #2016.42
2 0 1 7 1 2 5 4
NC Division of Water Resources
401 & Buffer Permitting Unit
Attn: Ms. Karen Higgins
512 N. Salisbury Street
Raleigh, NC 27604
On behalf of Puryear Investments, LLC & Moffat Properties (landowners), pleaseWtrrd
attached a complete application and supplemental information requesting written
concurrence from the US Army Corps of Engineers (USACE) and North Carolina Division
of Water Resources (NCDWR) that the activities associated with the commercial
development may proceed under Nationwide Permit (NWP) 39 and the associated
General Certification (GC) 4092.
Project Purpose and Location
The project site is located at the existing terminus of Unicon Drive in Wake Forest, Wake
County, NC. Unicon Drive currently stubs southeast of the project site and southeast of a
stream. The requested impacts will result from the perpendicular crossing of this stream
in order to gain vehicular access to the project site. The overall project site totals 13.24
acres.
The project site is located approximately 1,350 feet east of the US -1 and Height Lane
intersection and is bound by railroad tracks on the western property line. The proposed
road crossing will provide access to the property to construct a commercial stockpile yard.
The Town of Wake Forest will be reviewing the stormwater management plans for the
property.
Proiect History
Sage Ecological Services, Inc. evaluated and delineated the wetlands and streams on
the Site in June 2017. Since all streams shown on the USGS and soil survey are
considered perennial, and buffered, a site meeting with NC-DWR was not requested. A
request for a preliminary jurisdictional determination was submitted to the USACE on
June 19, 2017 and a site meeting was held on July 18, 2017 with Mr. James Lastinger
(USACE).
Unicon Property Page 1 of 2

Avoidance and Minimization
The proposed road crossing was positioned as a nearly perpendicular crossing in an effort
to avoid additional stream impacts. Construction fencing will be used to define the
construction corridor and prevent any accidental additional impacts. The project
construction and clearing will be phased so as to prevent large areas of land disturbance
that could contribute to sediment runoff into the streams and wetlands. Silt fencing will be
installed to provide additional protection from runoff. The culvert site will be dewatered
during construction in accordance with Best Management Practices. The culvert will be
buried 12" below stream bed to allow aquatic passage.
Proiect Impacts
Stream impacts for the project will total 146 LF and will result from a perpendicular road
crossing (Impact 1) of 96 LF and stream stabilization (Impact 2) of 50 LF due to an outlet
riprap dissipater pad. No wetland impacts are proposed.
Riparian buffer impacts that will result from the proposed perpendicular road crossing are
7,663 sq. ft. (0.18 ac.) of Zone 1 buffer impact and 3,931 sq. ft. (0.09 ac.) of Zone 2 buffer
impact.
Mitigation
No mitigation has been proposed because overall permanent stream impacts have been
minimized to less than 150 LF and no wetland impacts are proposed. Riparian buffer
impacts are considered "allowable" within the table of uses.
If you have any questions, please call me at [phone].
Sincerely,
Sean Clark, PWS
Sage Ecological Services, Inc.
Attachments -
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Quad Site Vicinity Map
Wake County Soil Survey Site Vicinity Map
NCNHP Report Letter
Impact Maps (5 sheets)
Check for $240.00 for 401 -processing application fee (NCDWR only)
Unicon Property Page 2 of 2

o'F, ATF'q
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
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X 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 ❑X 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 Q 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
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes © No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Unicon Property
2b.
County:
Wake County
2c.
Nearest municipality / town:
Wake Forest
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:
Puryear Investments, LLC & Moffat Properties
3b.
Deed Book and Page No.
016660, 018707
3c.
Responsible Party (for LLC if
applicable):
Craig Moffat
3d.
Street address:
5844 Lease Lane 4901 Unicon Drive
3e.
City, state, zip:
Raleigh, NC 27617 Wake Forest, NC 27587
3f.
Telephone no.:
919-295-4630
3g.
Fax no.:
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:
Craig Moffat
4c.
Business name
(if applicable):
Moffat Properties
4d. Street address:
4901 Unicon Drive
4e.
City, state, zip:
Wake Forest, NC 27587
4f.
Telephone no.:
919-295-4630
4g. Fax no..-
o.:4h.
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Sean Clark
5b.
Business name
(if applicable).----
pplicable):5c.
Sage Ecological Services, Inc.
5c.
Street address:
3707 Swift Drive
5d. City, state, zip:
Raleigh, NC 27606
5e.
Telephone no.:
919-559-1537
5f.
Fax no.:
5g.
Email 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):
REID: 0041797; 0312390; 0332687; and 0442704
1 b. Site coordinates (in decimal degrees):
Latitude: 35.931186 Longitude: 78.537534
1c. Property size:
13.42 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Smith Creek
2b. Water Quality Classification of nearest receiving water:
C;NSW
2c. River basin:
Neuse River Basin (HUC 003020201)
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 property in its entirety is a mix of undeveloped wooded land, recently logged areas, and a powerline right-of-way. Land use in the vicinity consists
of undeveloped, forested land to the north,west and east, and industrial and commercial properties to the south.
3b. List the total estimated acreage of all existing wetlands on the property: 0.06
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 650
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a commercial stockpile yard for storage of materials.
3e. Describe the overall project in detail, including the type of equipment to be used:
Heavy equipment will be used for the construction of a single road crossing to provide access to a proposed commercial stockpile yard.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X 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): David Gainey / Sean Clark
Agency/Consultant Company: Sage Ecological Services, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A site meeting was held with Mr. James Lastinger of the USACE on July 18, 2017.
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 Q No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries Q 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
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
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
2h. Comments:
No wetland impacts will result from the construction of this 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.
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
Stabilization
UT to Smith Creek
PER
Corps
5
50
S2 P
Culvert
UT to Smith Creek
PER
Corps
5
96
S3 -
Choose one
S4 -
Choose one
-
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
146
3i. Comments:
The culvert site will be dewatered during construction in accordance with Best Management Practices.
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 T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2 -
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments: No open water impacts will result from the construction of this project.
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: No ponds or lakes will be constructed as part of this project.
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. 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
131 P
Rip Rap Stabilization
UT to Smith Creek
No
B2 P
Road
UT to Smith Creek
No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
7,663
3,931
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.
The crossing was positioned as a nearly perpendicular crossing in an effort to avoid additional stream and buffer impacts. The proposed road crossing
location extends an existing road stub. The culvert is designed to be buried 12" below the stream bed to allow aquatic passage.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction fencing will be used to define the construction corridor and prevent any accidental additional impacts. Silt fencing will be installed to
provide additional protection from sediment runoff. Retaining walls will be used at the road crossing of the stream to minimize the footprint of the
construction impact.
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 Q 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: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
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:
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
buffer mitigation?
Yes Q 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:
1 o
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:
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?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
The diffuse flow plan is part of the Stormwater Management Plan that will be reviewed by the Town of
Wake Forest.
❑X Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes Q No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The Town of Wake Forest will be reviewing the stormwater plan.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
A primary stormwater BMP will be used in the northwestern corner of the property.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Town of Wake Forest
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Wake County
0 Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
n USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑X 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
❑X Other:
4b.
Has the approved Stormwater Management Pian 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)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes X❑ 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
❑ 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 Q 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.
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.
Wastewater service is available from the Town of Wake Forest.
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?
A request for all listed species within a 1 -mile radius was sent to the NC Natural Heritage Program (NHP) and a letter dated September 27, 2017 was
received from NHP. The letter revealed no recorded federally listed species within a 1 -mile radius of the subject property.
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?
The proposed project takes place in Wake County which is not near any coastal or tidal habitat that would support EFH (i.e. salt marshes, oyster reefs,
etc.).
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?
Per the HPOWEB, 13 SO sites ( WA4847, WA4848, WA4838, WA4840, WA4837, WA4836, WA4841, WA4839, WA4845, WA4846, WA4842,
WA4843, WA4844), and one NR site (WA0040) were listed within 0.5 miles. One DOE site (NC0008) abuts the western property line.
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?
NC Flood Risk Information System (www.ncfloodmaps.com) FEMA F.I.R.M. Panel #3720173900J; Dated May 2, 2006
Sean Clark
S-60�
October 3, 2017
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Legal Representative
Name: --------
Address: y?Ol V✓1���n �2-
Phone:._��_Fr_
Email: ---
Project Name/Description: Unicon Drive Property
Sage Project # 2017.42
Date: 6 - ZS-- /'7
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the U.S. Army Corps of Engineers (Corps) 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. 1 also hereby
designate and authorize Sage Ecological Services to act on my behalf as my agent in the
processing of permit applications, to furnish upon request supplemental information in support
of applications, etc. from this day forward.
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 Sage staff. Please contact
Sage to arrange a meeting prior to visiting the site.
BY: Cf#'K';7 /W'q1 -1 _-- BY:
Print Name of Landowner or Signature of Lan her or Legal
Legal Representative Representative

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Sheet 21
Unicon Property N Sage Ecological Services, Inc.
Sage Project #2017.42 Office: 919-335-6757
June 14, 2017 Cell: 919-559-1537
0 1,300 2,600
reef I

North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper Secretary Susi H Hamilton
September 27, 2017
Philip Beach
5 Strowd Ct
Durham, NC 27703
RE: Unicon Drive Extension; Sage - 2017.42
Dear Philip Beach:
NCNHDE-4400
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rod ney.butler ncdcr.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCATION:
1651 Mail Service Center www.ncntp.org 121 West Jones Street
Reteieh NC 27699-1651 RAWnh Nr. 17Arn

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Unicon Drive Extension
Project No. Sage - 2017.42
September 27, 2017
NCNHDE-4400
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name
Common Name Last
Element Accuracy Federal
State
Global State
Group
Observation Occurrence Status
Status
Rank Rank
Date
Rank
Amphibian 4373 Hemidactylium scutatum
Four -toed Salamander 1996
E 4 -Low ---
Special
G5 S3
Concern
Dragonfly or 32043 Coryphaeschna ingens
Regal Darner 2004 -Pre
H? 5 -Very ---
Significantly
G5 S2?
Damselfly
Low
Rare
Dragonfly or 26060 Gomphus septima
Septima's Clubtail 2012-05-03
BC 3 -Medium Species of
Significantly
G2 S2S3
Damselfly
Concern
Rare
Freshwater 29256 Alasmidonta undulata
Triangle Floater 2012-08-22
E 3 -Medium Species of
Threatened
G4 S3
Bivalve
Concern
Freshwater 36501 Elliptio roanokensis
Roanoke Slabshell 2016-07-27
E 3 -Medium Species of
Threatened
G3 S3
Bivalve
Concern
Freshwater 33429 Lampsilis radiata
Eastern Lampmussel 2015-10-30
E 3 -Medium ---
Threatened
G5 S3
Bivalve
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name
Representational Rating
Collective Rating
Upper Neuse River Floodplain
R2 (Very High)
C3 (High)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name
Owner
Owner Type
NC Clean Water Management Trust Fund Easement
NC DNCR, Clean Water Management Trust
State
Fund
NC Department of Transportation Mitigation Site
NC Department of Transportation
State
Wake County Open Space
Wake County: multiple local government
Local Government
Wake County Open Space Easement
Wake County: multiple local government
Local Government
Definitions and an explanation of status designations and codes can be found at httos://ncnhde natureserve, org/content/helo. Data query generated on September 27, 2017; source: NCNHP, Q3 July 2017. Please resu
your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-4400: Unicon Drive Extension
September 27, 2017
Project Boundary
Buffered Project Boundary
®
NHP Natural Area (NHNA)
®
Managed Area (MAREA)
Page 3 of 3
1:22,571
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources. Esn. HERE, OeLonne. Inter—p. maernent P Cap.. GEBCO, USGS,
FAO, NPS, NRCAN, Geo9ase. IGN, Kadaster NL. Ordnance Survey, Esn Japan.
METI, Esti China (Hong Kongl—stopo. Maprnylndia. ® OpenStreetMap
contnbubxs, and the GIS User Cor ontty

UNICON DRIVE EXTENSION
0 UNICON DRIVE (P.I.N. 1739-64-9168)
WAKE FOREST, NORTH CAROLINA 27587
n%A/N G R
PURYEAR INVESTMENTS, LLC
5844 LEASE LANE
RALEIGH, NORTH CAROLINA 27617
CIVIL ENGINEER
RED LINE ENGINEERING, P.C. (C-3075)
1401 AVERSBORO ROAD, SUITE 210
GARNER, NORTH CAROLINA 27529
PHONE - [phone]
SURVEYOR
TERRESTRIAL SURVEYING, P.C. (C-3903)
3813 WOODOWL DRIVE
RALEIGH, NORTH CAROLINA 27603
PHONE: (919) 219 - 4278
SHEET INDEX
C1 COVER SHEET
C2 EXISTING CONDITIONS & DEMOLITION PLAN
C3 PLAN, PROFILE, & SECTION VIEW
C4 SITE DETAILS
NOTE. ALL WORK MUST COMPLY WITH APPLICABLE
NORTH CAROLINA BUILDING CODES, HANDICAPPED
ACCESSIBILITY CODE VOL. 1C.. AND WITH THE TOWN OF
WAKE FOREST AND NCDOT STANDARDS. DETAILS AND
SPECIFICATIONS,
VICINITY MAP
SCALE: 1"=500'
PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
DATE: SEPTEMBER 25, 2017 PROJ. NO.: 17-016 SHEET C1
room
QUO
Know whafs beIOW.
Call before you dig.
LEGEND
EXISTING
PROPOSED
— - -
PROPERTY LINE/EASEMENT
— - - —
SEDIMENT FENCE/ TREE PROTECTION FENCE
— SF
PROPERTY EASEMENT/SETBACK
— — -
- ess
SANITARY SEWER
SS —
SANITARY SEWER MANHOLE
O
W
CLEAN OUT
If
— wtr
WATERLINE
—w—
CENTERLINE OF ROAD
LP
LIGHT POLES
• EP
PROPERTY CORNER
--RONIN
RIGHT OF WAY
STORM PIPEICULVERT
DROP INLET
— —98— —
CONTOURS
—242—
242—FIRE
FIRE HYDRANT
`
WATER VALVE
0I
/�
RIP RAP APRON
TEMP. CONSTRUCTION ENTRANCE
PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
DATE: SEPTEMBER 25, 2017 PROJ. NO.: 17-016 SHEET C1
room
QUO
Know whafs beIOW.
Call before you dig.

/
SCALE: 1" = 60' /
61 0 60'
SCALE OF MAP MAY VARY \ /
DUE TO METHODS OF REPRODUCTION. /\
tl
NIF
LIVING WORD FAMILY
CHURCH INC
PIN 173984-0648 . VA_� . A • / ' �- .� A
\ \
DB SM PG ZONED HB 55 /���
CURRENT USE: CHURCH
,,
E](ISTI 375 5 SF 0.05 WETLANAD
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RIPARIAN
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THOMPSON WAKE FOREST PROPERTIES, LLC �' /Y°"",, �T _ —280 \ \�.. \ �' \ \ \ X.
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PIN 1739-64-0225 /O T ,�. , �"` - ..- \.r�. \ v } I \\. \ BUFFER ZONE 2
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DB 10117 PG 20 �.y� -__4 / _-295 \ \ \ \ ,f.
ZONED HB / y� ( ., Y - / _ A \' \ 30' NEUSE RIPARIAN
.\
VACANT �$ /✓ / / �.\ - \ BUFFER ZONE I_.
300 X20' NEUSE RPARm 1 I 1 V T
V l \ A BUFFER ZONE 21
LOT TOTAL AREA
I i
582-679 SF/13.37 AC
/ 41,
PHASE 1 PROJECT AREA
7 D�LIMITS OF DISTURBANCE
NIF
FREDERICK LEWIS,111
PIN 173984-6288
DB 14928 PG 804
ZONED RD
VACANT
C \\ \
EXISTING FEATURE
(UNNAMED TRIBUTARY
TO SMITH CREEK)
NIFF ' ! lys - EXISTING FEATURE
CAROLYN THOMAS �� � - �� � � �_,N (UNNAMED TRIBUTARY
PINZONED RD 3 SMITH CREEK)
RESIDENTIAL USE �� /.. j / J •y�l
10` 111 SYVEERE PROPERTIES, LLC
/ 275 'J I PIN 1739-73-0810
r _
DS 14349 PG 121
ZONED u
_ EXISTING OFFICE
CATCH BASIN
20 NEUSE RIPARIAN
BUFFERZOW2 ! ./ EXISTING
/ ' '� RETAINING WALL
3d NEUBE RPAPoAN�r
/ - BUFFER ZONE 1 f ,�
/ i F Jf l EXISTING
RPRAP APRON
EAST COASTDRI W NG 6 BASTING, INC
/ PIN 1739-638529 / A - \- / � / .. / '� �� 20'NEUSEZGNE2RIPARIAN VA\
DB129611
ZONEDPG
1485 \. _ - / / �, BUFFER ZONE 2
/ . % ,ttA �, 30' NEUSE RIPARIAN /
FACTORY / / , P BUFFERJZ'ONE 1 v//
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VIRO REALITY, LLC 1
/ PIN 1739838433 \O'f.
DBIo U1265
ZONE
/ / OFFICE
SITE
VICINITY MAP
SCALE: 1"=500'
GENERAL NOTES
(1) BOUNDARY 8 TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY TERRESTRIAL SURVEYING,
P.C. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY. NOT FOR SALE OR
RECORDATION.
(2) CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, MATERIAL AND DEPTH OF ALL EXISTING
UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING
CONSTRUCTION. ELEVATIONS INDICATED ON PLANS SHOWN AS APPROXIMATE, CONTRACTOR
SHALL FIELD VERIFY ALL ELEVATIONS PRIOR TO COMMENCING CONSTRUCTION.
(3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED
THROUGH ALL CONSTRUCTION RELATED ACTIVITIES.
(4) ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED, AND MULCHED IN ACCORDANCE
WINPDES STABILIZATION TABLE.
(5) WATER 6 SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO THE TOWN OF WAKE
FOREST STANDARD SPECIFICATIONS AND DETAILS.
(6) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA
GENERAL STATUTE 113A 5148) THIS PROJECT IS NOT SUBJECT TO AN APPROVED
SEDIMENTATION AND EROSION CONTROL PLAN. TOTAL DISTURBED AREA IS APPROXIMATELY
X,XXX SF < 12.000 SF, THEREFORE NO CRY OF/TOWN OF XXXX LAND DISTURBING OR GRADING
PERMITS ARE REQUIRED.
(7) ALL WORK MUST COMPLY WITH APPLICABLE NCDOT STANDARDS, NORTH CAROLINA BUILDING
CODES, AND CITY OFITOWN OF XXXX STANDARDS, DETAILS AND SPECIFICATIONS.
(8) ANY CONFLICT(S) BETWEEN ARCHR'ECTURAL, STRUCTURAL, PLUMBING, MECHANICAL,
ELECTRICAL AND CML SHEETS SHALL BE SUBMITTED BY CONTRACTOR, IN WRITING, TO BOTH
ARCHITECT AND ENGINEER. WRITTEN CLARIFICATIONIRESOLUTION MUST BE RECEIVED BY
CONTRACTOR FROM ARCHITECT AND ENGINEER PRIOR TO COMMENCING CONSTRUCTION.
(9) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST
TEN (10) FEET LATERALLY FROM EXISTING OR FUTURE SEWERS. UNLESS LOCAL CONDITIONS
OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE:
(A) THE WATER MAIN IS WD IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE
BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (16) INCHES ABOVE THE TOP OF
SEWER; OR
(8) THE WATER MAN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES
ABOVE THE TOP OF SEWER.
01) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE
SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH
SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED
OF FERROUS MATERIALS AND WITH JOINTS THATARE EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING
(12) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN
TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING.
A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
Know what's below.
Call before you dig.
PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
z
O
z z
Z
LU 0
O ~
W z
Z
W Z 0
z U
a r
p w z
z ° x�
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z
D
PROJECT NO. 17-016
DRAWN BY: TALIGJM —_—
REVIEWED BY: GJM
SHEET NUMBER:
C2
OF=SHEETS
PROPOSED BAPACTS SUMMARY:
1. PIPED STREAM IMPACTS
98 LF.
2. RJP RAP APRON STREAM IMPACTS
5O LF.
TOTAL STREAM IMPACTS
148 LF.
3, WETLAND IMPACTS
N/A
4. ZONE i BUFFER IMPACTS
7AM SF 10.18 AC.
6 ZONE 2 BUFFER 94PACT5
3.931 SF 10.08 AG.
TOTAL NEUSE BUFFER IMPACTS
11,594 SF / 0.27 AC.
Know what's below.
Call before you dig.
PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
z
O
z z
Z
LU 0
O ~
W z
Z
W Z 0
z U
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z ° x�
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D
PROJECT NO. 17-016
DRAWN BY: TALIGJM —_—
REVIEWED BY: GJM
SHEET NUMBER:
C2
OF=SHEETS

SCALE: 1" = 40•
I
INSTALL APPROX 39 LF OF P300
EROSION CONTROL MATTING 12 FT WIDE
_
AT TRANSITION TO EXISTING GRADE
a ' o ao'
PROPOSED LIARS OF DISTURBANCE
\,
/ •
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VENTURE DESIGN. LLC
J\
PIN 173&73-1514
PROPOSEDROAD /
INSTALL APPROX. 544 LF Of NCDOT STANDARD
SCALE OF MAP MAY VARY
DB 71388 PG 458 I
—
GUARDRAILS (SEE NCDOT DETAIL 862.01 6862 02)
TO METHODS OF REPRODUCTION.
_ ZONE: D RETAINING WALL BY OTHERS
INSTALL APPROX. 63 LF OF
PIN 1739-73-4810
TOP OF WALL: 246.0
BOTTOM OFA\�4IRIES
FIR EROSION CONTROL MATTING 12 FT WIDE
AT TRANSITION TO E=151IGRADE.
/ /// PROPOSED LIMITS OF DISTURBANCE _Qp
\
CLASS B
5'
\
2'X18' CLASS B RIPRAP APRON
RIPRAP APRON �\ \ \\ A
`\S� 1.
1
N /
I 13.78 $ 8
I
774'
B
Bx12X16" CLASS B J
RIPRAP APRON
A
Bx12'X18' CLASS B 25'X50'%3'
RIPRAP APRON RIP RAP APRON
INSTALL APPROX 58 LF OF P3D0 1
EROSION CONTROL MATTING 12 FT WIDE 1
AT TRANSITION TO EXISTING GRADEI
UNICON DRIVE EXTENSION - PLAN VIEW
UNICON DRIVE EXTENSION - PROFILE VIEW
HORRIZONTAL SCALE 1' = 40'
VERTICAL SCALE: 1" 4'
p } ie
`b 1
J INSTALL SEDIMENT FENCE WITH TREE ,p
PROTECTION SIGNAGE AND CONTROLLED ^7
�1 OUTLETS PER WAKE COUNTY AND WAKE FOREST /
STANDARDS (SEE DETAILS ON SHEET C4)
INSTALL APPROX. 71 LF OF P300
\ EROSION CONTROL MATTING 12 FT WIDE
AT TRANSITION TO EXISTING GRADE \
,Y RETAINING WALL BY OTHERS
gg
TOP OF WALL: 246.00' 'F J
BOTTOM OF WALL: VARIES \
\ o
�Id 77ri'
70'
INSTALL APPROX 39 LF OF P300
EROSION CONTROL MATTING 12 FT WIDE
_
AT TRANSITION TO EXISTING GRADE
PROPOSED LIARS OF DISTURBANCE
1
/ li
tlNICON DRIt/E \10-M —
J\
PROPOSEDROAD /
CENTERLINE ---__
1N/F
—
ISWEERE
PROPERTIES, LLC
260'
PIN 1739-73-4810
DS 14349 PG 121
ZONE:U
774'
B
Bx12X16" CLASS B J
RIPRAP APRON
A
Bx12'X18' CLASS B 25'X50'%3'
RIPRAP APRON RIP RAP APRON
INSTALL APPROX 58 LF OF P3D0 1
EROSION CONTROL MATTING 12 FT WIDE 1
AT TRANSITION TO EXISTING GRADEI
UNICON DRIVE EXTENSION - PLAN VIEW
UNICON DRIVE EXTENSION - PROFILE VIEW
HORRIZONTAL SCALE 1' = 40'
VERTICAL SCALE: 1" 4'
p } ie
`b 1
J INSTALL SEDIMENT FENCE WITH TREE ,p
PROTECTION SIGNAGE AND CONTROLLED ^7
�1 OUTLETS PER WAKE COUNTY AND WAKE FOREST /
STANDARDS (SEE DETAILS ON SHEET C4)
INSTALL APPROX. 71 LF OF P300
\ EROSION CONTROL MATTING 12 FT WIDE
AT TRANSITION TO EXISTING GRADE \
,Y RETAINING WALL BY OTHERS
gg
TOP OF WALL: 246.00' 'F J
BOTTOM OF WALL: VARIES \
\ o
�Id 77ri'
70'
V.C.LEN7250.00' ■
i PVISTM11.8723------ -- -
PW ELEV=25703
LP STA=11.56.76
- LP ELEV—.25 -
K -M.74 < /
w
270'
265'
/ li
265'
J\
PROPOSEDROAD /
CENTERLINE ---__
—
260'
--
260'
5'
1
255'
t
250'
BACKFILL ROAD IH SELECT FIl MATERIAL—� /
WITH 12' LIFTS COMPACTED TO
98% STANDARD PROCTOR(MIN)t_--
2 0
BACKFILL ROAD WITH SELECT FILL
MATERIAL WITH 1P LIFTS COMPACTED
- TO 96% STANDARD PROCTOR (AIN)
— ---- --
4
` f
245'
I _.
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/
240'
235'�
23
INSTALL APPROX. 98 LF OF 80' RCP (CLASS M
BEDDED 12' BELOW EXISTING STREAM BED -
230'
230'
1
I♦��'ll/-,
1
or
I ir'i
2
225'
9+00 10+00 11+00 12+00 13+00 14+00
UNICON DRIVE EXTENSION -SECTION VIEW A -A
HORR¢ONTAL SCALE: l';& 4
VERTICAL SCALE: 1' =
PROPOSED NCDOT GUARDRAIL
� �(NCDOT DETAIL 882.01688202)
TRF'
-0+50 0+00 1+00 1+50
is
2
VICINITY MAP
SCALE1"=500'
PROPOSED IMPACTS SUMMARY:
1. PIPED STREAM IMPACTS 96 LF.
2. RIP RAP APRON STREAM IMPACTS 50 LF.
TOTAL STREAM IMPACTS 146 L.F.
3. WETLAND IMPACTS WA
4. ZONE1 BUFFER IMPACTS 7.663 SF / 0.18 AC
5. ZONE 2 BUFFER IMPACT 3931 SF 10.09 AC
TOTAL NEUSE BUFFER IMPACT 11,594 SF 10.27 AC
10 -
Know
what's below.
0211 before you dig.
PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
IN
aN7�7�
wG&&0
=sliw
WW osos2
Ce�6
a
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cQ ID Z
z
wpw
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REVISIONS DATE.
ISSUED FOR. DATE:
REVIEWIPERM1T 9-25-17
PROJECT NO.: 17-016
DRAWNBY: TAUGJM --
REVEYYED BY GJM
SHEET NUMBER.
C3
OFgSHEETS
--1111■ �M�_
—_
II,
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1
I♦��'ll/-,
1
or
I ir'i
-0+50 0+00 1+00 1+50
is
2
VICINITY MAP
SCALE1"=500'
PROPOSED IMPACTS SUMMARY:
1. PIPED STREAM IMPACTS 96 LF.
2. RIP RAP APRON STREAM IMPACTS 50 LF.
TOTAL STREAM IMPACTS 146 L.F.
3. WETLAND IMPACTS WA
4. ZONE1 BUFFER IMPACTS 7.663 SF / 0.18 AC
5. ZONE 2 BUFFER IMPACT 3931 SF 10.09 AC
TOTAL NEUSE BUFFER IMPACT 11,594 SF 10.27 AC
10 -
Know
what's below.
0211 before you dig.
PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
IN
aN7�7�
wG&&0
=sliw
WW osos2
Ce�6
a
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cQ ID Z
z
wpw
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REVISIONS DATE.
ISSUED FOR. DATE:
REVIEWIPERM1T 9-25-17
PROJECT NO.: 17-016
DRAWNBY: TAUGJM --
REVEYYED BY GJM
SHEET NUMBER.
C3
OFgSHEETS

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TYPICOSAL CROSS
SECTION
FOR PROPOSED UNICON DRIVE EXTENSION
(NO CURB AND GUTTER OR SIDEWALK)
(RPM PROPOSED W RAN
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J SEE WE DETAIL 9.01 FOR J
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BASE SPECIFICATIONS FOR
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1 Trwlrrrc•w
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INSTALL GUARDRAIL AT TOP OF SLOPE
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14 DAYS
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14 DAYS
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SITE AREA DESCRIPTION
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TIMEFRAME EXCEPTIONS
PEIH\ RDR(ES. SVMLES. DITCHES
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7 DAYS
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IF SLOPES ME 10 OR LESS IN IENGTH AIA ME NO]
SLOPES STEEPER THAN ]:1
7 DAYS
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SLOPES 3'1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GiREATER THAN 50 IN UNOTH
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14 DAYS
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DETAIL 14
SCALE'. NOT TO SCALE C4
•
Know whafs below.
Call before you dig.
PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
FA
IR
In
J
W
0
W
F --
VA,
ISSUED FOR DATE.
REVENIPERMIT 9-2577
PROJECT NO 17-018
DRAWN BY TAL/GJM
REVLEWEDBY GJM
SHEET NUMBER'.
C4
OF:SHEETS

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UNICON
PROPERTY
WAKE FOREST, NORTH CAROLINA
USABLE AREA PLAN
JUNE 29, 2017
5.+
26C
:Oe
SITE DATA
PIN'. 1T 910
DEED SOOWPADE: 1W011.7
PLAT: SM017 M 1117
ZONED u uart INDUST
CURRENT USE: VAGNr
GROSS SITE MEA s 11r k
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LOT 1: &Ik.
LOT Z' :. a
MFAINRIY 0.39-
0YA�
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