20190382 Ver 1_401 Application_20190327

Preliminary ORM Data Entry Fields for New Actions
2 9o38
SAW — 2014 - 116 BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Royal Creek
2. Work Type: Private Fv—1 Institutional 0 Government ❑ Commercial ❑
3. Project Description / Purpose [PCN Form 63d and 133e]:
Construction of single family residences, townhome residences, and retail/office space. The
purpose of the project is to provide needed housing opportunities as well as retail/office space.
4. Property Owner/ Applicant [PCN Form A3 or A41: Cambridge -FV, LLC / Barrett Blackburn
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Jennifer Robertson, Atlas Environmental
6. Related Action ID Number(s) [PCN Form 65b]: 2014-00116
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
Lat: 35.667136 Long: -78.704420
8100 Daddy Rd, Raleigh, NC 27603
8. Project Location -Tax Parcel ID [PCN Form 131a]: See attached parcel reports: 20 Parcels
9. Project Location — County [PCN Form A2b]: Wake County
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Fuquay-Varina
11. Project Information — Nearest Waterbody [PCN Form 132a]: Mills Branch, C; NSW
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: Upper Neuse 03020201
Authorization: Section 10 ❑ Section 404 ❑✓ Section 10 & 404 ❑
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 29
❑ Regional General Permit #
❑ Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602
Page 1 of 89

\\ TAS
V[OONMENTAL
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Re: Royal Creek — 67.7 Acres
8100 Daddy Road, Raleigh, NC 27603
James/Karen:
March 15, 2019
NC Division of Water Resources
401 and Buffer Permitting Unit
Attn: Mrs. Karen Higgins
1617 Mail Service Center
Raleigh, North Carolina 27699
Atlas Environmental is submitting the enclosed package on behalf of Cambridge -FV,
LLC, Mr. Barrett Blackburn, for approval of a Nationwide Permit 29 application. There is
364 linear feet of intermittent and 883 linear feet of perennial stream (CH 100) on the
subject property. There is 6.57 acres of wetlands and 1.62 acres of open water on site.
The enclosed permit application request is for 82 linear feet of permanent intermittent
stream impact and 36 linear feet of temporary intermittent stream impact for a road
crossing to gain access across the project site. Included in the application is the
request to permanently impact 0.353 acre and temporarily impact 0.113 acre of
wetlands. The permanent impacts are for infrastructure road construction and fill for
one lot. Temporary wetland impacts are necessary during site construction. These
areas will be restored and replanted with wetland vegetation once work within the areas
are completed. The project requires 8,173 square feet of zone 1 buffer impacts and
7,689 square feet of zone 2 buffer impacts for the one stream road crossing and three
storm water pond outlets.
The stream on site is an unnamed, intermittent and perennial tributary to Mills Branch
which is classified as a "C; NSW" water by the North Carolina Division of Water
Resources. A jurisdictional determination has been submitted to the Corps. The Corps
conducted a site visit on March 6, 2018. Enclosed are Statements of Availability for 2:1
wetland mitigation credit, 3:1 zone 1 buffer mitigation credit, and 1.5:1 zone 2 buffer
mitigation credit from Restoration Systems and RES. A down payment has been made
to Restoration Systems to secure the wetland and buffer mitigation credits that they are
providing for the project.
Stream impacts are limited to one road crossing which is necessary to gain access to
high ground across the project. Over 93% of the stream on site has been avoided.
Wetland impacts are limited to those necessary for road construction and the
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (m) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 2 of 89

development of one lot. The project team has worked tirelessly to produce a site plan
that avoided the majority of streams and wetlands. Almost 95% of the wetlands have
been avoided.
Enclosed are the necessary permit application documents and additional information.
Thank you for your attention to the enclosed request. Please contact me if you need
any additional information.
Best regards,
�`+ d1& .-'
Jennifer L Robertson, President
JRobertson (cD-atlasenvi.com
DWR project manager: Mrs. Stephanie Goss
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (m) / 828-712-9205 (m)
www.atiasenvi.com / Offices in Asheville and Charlotte
Page 3 of 89

'440
-._ t
VIRONMEIVTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mrs. Karen Higgins, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on-site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non -404
Wetlands subject to a permitting program administered by the State of North Carolina, Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name:
Royal Creek
see attached list / Cambridge -FV, LLC
Property Owner of Record:
Barrett Blackburn
Contact Name:
Address:
831 E. Morehead Street, Suite 245
Address:
Charlotte, NC 28202
(0) 704-333-2393 / (F) 704-333-2394
Phone/Fax Number:
Email Address:
[e-mail]
8100 Daddy Road
Project Address:
Raleigh, NC 27603
Project Address:
see attached list
Tax PIN:
Signature:
Ma 14, 2019
Date:
Environmental Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
[e-mail]
you adasenvi.com
Page 4 of 89

Go
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3331 Heritage Trade Dr #105 to 7212 Ten -Ten Rd,
Drive 25.7 miles, 42 min
Raleigh, NC 27603
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3331 Heritage Trade Dr #105
Wake Forest, NC 27587
Take Forestville Rd to US -401 S/Louisburg Rd
8 min (4.3 mi)
t 1. Head west on Heritage Trade Dr
236 ft
*1 2. Turn left toward Rogers Rd
400 ft
17 3. Turn left onto Rogers Rd
0.6 mi
N 4. Turn right onto Forestville Rd
3.6 mi
Continue on US -401 S/Louisburg Rd. Take Capital Blvd and US -401 S/Fayetteville Rd to Manor Ridge Dr in
Swift Creek
33 min (19.3 mi)
Page 5 of 89

1~ 5. Turn right onto US -401 S/Louisburg Rd
'41 6. Use any lane to turn slightly left onto Capital Blvd/North Blvd
O Continue to follow Capital Blvd
*1 7. Keep left to stay on Capital Blvd
t 8. Continue onto N Dawson St
t 9. Continue onto S Saunders St W
t 10. Continue onto S Wilmington St
& 11. Keep right to continue on US -401 S/Fayetteville Rd
Take Lake Wheeler Rd to Ten -Ten Rd
N 12. Turn right onto Manor Ridge Dr
*1 13. Turn left onto Lake Wheeler Rd
N 14. Turn right onto Ten -Ten Rd
7212 Ten -Ten Rd
Raleigh, NC 27603
These directions are for planning purposes only. You may find that construction projects,
traffic, weather, or other events may cause conditions to differ from the map results, and
you should plan your route accordingly. You must obey all signs or notices regarding your
route.
M17o
2.1 mi
3.5 mi
1.6 mi
1.5 mi
0.8 mi
3.8 mi
4 min (2.1 mi)
0.6 mi
1.2 mi
0.3 mi
Page 6 of 89

Go
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3800 Barrett Dr, Raleigh, NC 27609 to 8100
Drive 13.7 miles, 25 min
Daddy Rd, Raleigh, NC 27603
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2 mi
3800 Barrett Dr
Raleigh, INC 27609
Get on Capital Blvd from Six Forks Rd and Wake Forest Rd
6 min (2.4 mi)
t 1. Head west on Barrett Dr toward Haworth Dr
0.1 mi
41 2. Turn left onto Six Forks Rd
0.9 mi
N 3. Turn right onto Wake Forest Rd
1.2 mi
4. Keep right at the fork, follow signs for Downtown/Capitol Blvd and merge onto Capital Blvd
0.2 mi
Take US -401 S/Fayetteville Rd to Gelder Dr in Swift Creek
20 min (11.1 mi)
5. Merge onto Capital Blvd
1.6 mi
t 6. Continue onto N Dawson St
1.6 mi
t 7. Continue onto S Saunders St W
1.5 mi
Page 7 of 89

t 8. Continue onto S Wilmington St
F* 9. Keep right to continue on US -401 S/Fayetteville Rd
Drive to Daddy Rd
& 10. Turn right onto Gelder Dr
f♦ 11. Turn right onto Daddy Rd
A Restricted usage road
O Destination will be on the left
8100 Daddy Rd
Raleigh, NC 27603
These directions are for planning purposes only. You may find that construction projects,
traffic, weather, or other events may cause conditions to differ from the map results, and
you should plan your route accordingly. You must obey all signs or notices regarding your
route.
48 s (0.2 mi)
256 ft
0.2 mi
Page 8 of 89

O OWAMI 'c
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
Page 9 of 89
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 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
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Royal Creek
2b. County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
Royal Creek
2e.
NCDOT only, T.I.P. or state
project no:
not a DOT project
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Project area is 20 parcels and 4 owners, please see attached ownership table and
maps
3b.
Deed Book and Page No.
20 parcels, please see the attached parcel maps
3c.
Responsible Party (for LLC if
applicable):
Barrett Blackburn
3d.
Street address:
20 parcels, please see the attached ownership table
3e.
City, state, zip:
20 parcels, please see the attached ownership table
3f.
Telephone no.:
704-333-2393
3g.
Fax no.:
704-333-2394
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009
Page 9 of 89

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Purchaser
4b. Name:
Barrett Blackburn
4c. Business name
(if applicable):
Cambridge-FV, LLC
4d. Street address:
831 E Morehead Street, Suite 245
4e. City, state, zip:
Charlotte NC, 28020
4f. Telephone no.:
704-333-2393
4g. Fax no.:
704-333-2394
41). Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Jennifer L Robertson
5b. Business name
(if applicable):
Atlas Environmental, Inc.
5c. Street address:
712 English Tudor Lane
5d. City, state, zip:
Charlotte, NC 28211
5e. Telephone no.:
704-512-1206
5f. Fax no.:
not applicable
5g. Email address:
[e-mail]
Page 2 of 10
PCN Form — Version 1.4 January 2009
Page 10 of 89

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
20 parcels, Please see attached list
1 b. Site coordinates (in decimal degrees):
Latitude: 35.667136 Longitude: - 78.704420
1c. Property size:
67.7 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Mills Branch
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Upper Neuse: 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: single family residences, farm fields, recently logged areas, forested areas on site / commercial development,
residential development, farm fields, single family residences, and forested areas in the project vicinity
3b. List the total estimated acreage of all existing wetlands on the property: 6.57 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1247 linear feet
3d. Explain the purpose of the proposed project: Construction of single family residences, townhome residences, and
retail/office space. The purpose of the project is to provide needed housing opportunities as well as retail/office space.
3e. Describe the overall project in detail, including the type of equipment to be used: Heavy equipment will be used for earth
work for the preparation of the ground surface to reach the necessary elevations. Earth work and grading will include the
preparation for street construction and building pads for residences and retail/office buildings.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
®Preliminary El Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Jennifer Robertson
Agency/Consultant Company: Atlas Environmental, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Corps has not issued the jurisdictional determination as of yet.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ®No El Unknown
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
N/A
Page 3 of 10
PCN Form — Version 1.4 January 2009
Page 11 of 89

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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.
Wetland impact
number Type of impact
Permanent (P) or
—Temporary T
2c. 2d. 2e.
Type of jurisdiction
Type of wetland Forested Corps (404, 10) or
(if known) DWQ (401, other)
2f.
Area of
impact
(acres)
W1 - Choose one
Choose one No Corps
W2 - Choose one
Choose one No Corps
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:
2h. Comments: There is not enough space for the wetland impacts. Please see the attached table of impacts.
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
(Corps - 404, 10
DWQ – non -404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
CH 100
INT
Corps
3
82
S2 T
Other (Type In)
CH 100
INT
Corps
3
36
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts:
118
3i. Comments: Impact S2 (impact 10 on the impact maps) is for temporary construction access including pump around zones
for S1 (impact 10 on the impact maps) culvert installation.
Page 4 of 10
PCN Form - Version 1.4 January 2009
Page 12 of 89

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
Tem ora T
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:
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.
Stream Impacts (feet)
5e.
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:
Page 5 of 10
PCN Form — Version 1.4 January 2009
Page 13 of 89

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 vou MUST fill out Section D of this form.
6a.Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1
Zone 2
Permanent (P) or
Stream name
mitigation
impact
impact
Temporary (T)
required?
(square
(square
feet)
feet
131
SCM Construction
CH 100
Yes
254
411
and Discharge
B2 -
Storm Sewer
CH 100
Yes
0
405
Discharge
B3
SCAM Construction
CH 100
Yes
410
471
and Discharge
B4 -
Stream Crossing
CH 100
Yes
7509
6402
B5 -
Yes/No
B6 -
Yes/No
6h. Total buffer impacts:
8173
7689
6i. Comments: 61 is impact 1, B2 is impact 5, B3 is impact 7, and B4 is impact 10 on the enclosed impact maps.
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 engineering design of the project only requires a single stream road crossing. The permanent impacts of this road
crossing have been minimized by placement within the intermittent section of stream and in a location with minimal
surrounding wetlands. The stream crossing is also placed in a location with little topographical relief where side slopes will be
minimal. Wetland impacts have been minimized by intentionally designing the development to avoid the largest areas of
wetland as open space and only impacting areas necessary for road construction and one lot preparation. Over 93% of the
stream will be avoided. Almost 95% of the wetlands have been avoided.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques have been used to minimize and avoid impacts by the placment of roads and the steepness of the
side slopes. Many of the roads and lots abut wetlands areas but do not impact wetland areas. By controling the steepness of
the side slopes permanent wetland impacts have been greatly reduced. The stream culvert has been minimized to 82 linear
feet of stream 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
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
® Mitigation bank
2c. If yes, which mitigation option will be used for this
❑Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 6 of 10
PCN Form — Version 1.4 January 2009
Page 14 of 89

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Weaver Farm, Pancho, and Half Mile for buffer credits from Restoration Systems / Pancho for
wetland credits from Restoration Systems / a combination of these banks EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella
Mitigation Bank, RES Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, or EBX Upper Neuse Riparian Buffer
Umbrella Mitigation Bank. Specific bank sites that may be debited are Arrington Bridge I, Buffalo Branch, Selma Mill, Cedar
Grove, Hatley, Ezell, Polecat, Hannah Bridge, Meadow Spring, and Stone Creek for the remainder of the buffer credits from
Resource Environmental Solutions, LLC
Type: Riparian wetland
Quantity 0.706
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Quantity none
Type: Choose one
Quantity none
3c. Comments: please see the enclosed SOA letters from Restoration Systems and Resource Environmental Solutions, LLC
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.
not applicable
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
Stream Crossing and
SCM Construction
8173
3 (2 for Catawba)
24519
Zone 2
Stream Crossing and
7689
1.5
11533.5
SCM Construction
6f. Total buffer mitigation required:
36052.5
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).
payment to private mitigation banks
6h. Comments: please See the enclosed SOA letters from Restoration Systems and Resource Environmental Solutions, LLC
Page 7 of 10
PCN Form — Version 1.4 January 2009
Page 15 of 89

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 stormwater plan has been submitted to the appropriate agency by Timmons
❑ Yes ® No
Group
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
—60.5%%
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:
The stormwater management plan includes the construction of two SCM's that will discharge to CH 100 located on site.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Fuquay-Varina
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Fuquay-Varina
® Phase II
3b. Which of the following locally -implemented stormwater management programs
® NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009
Page 16 of 89

F. Supplementary Information
1. Environmental Documentation (DWQ 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?
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)?
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:
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.
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.
Fuquay-Varina sewer
Page 9 of 10
PCN Form — Version 1.4 January 2009
Page 17 of 89

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCDENR Natural Heritage Program Map Viewer and GIS Layer; see enclosed self certification for Federal T&E
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
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?
NCHPO GIS Service; see enclosed NCHPO comment letter
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? FEMA floodmaps GIS layer
Jennifer L Robertson
'March
�K+
15, 2019
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
PCN Form — Version 1.4 January 2009
Page 18 of 89

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Stream Impact Table
Wetland Impact
Stream
Zone 1
Zone 2
Avg
Impact
Stream Nane
P or T
Type of Impact
PER/INT
Jurisdiction
Required? Re
q �
Number
(Sq/Ft)
Name
Width
Length
10
P
Culvert
CH 100
INT
Corps
3
82
Construction
5
Storm Sewer Discharge
CH 100
YES
10
T
CH 100
INT
Corps
3
36
7
Access
YES
410
471
Discharge
Buffer Impact Table
Buffer Impact
Mitigation
Zone 1
Zone 2
Reason for Impact
Stream Nane
Number
Required? Re
q �
Sq/Ft
()
(Sq/Ft)
SCM Construction and
1
CH 100
YES
254
411
Discharge
5
Storm Sewer Discharge
CH 100
YES
0
405
SCM Construction and
7
CH 100
YES
410
471
Discharge
10
Stream Crossing
CH 100
YES
7509
6402
Page 20 of 89

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CWI-1.0 COVER SHEET
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CWI-1.2 EXISTING CONDITIONS K. AXION
Page 21 of 89
CWI-1.3
OVERALL SITE PLAN
CWI-1.4
SITE PLAN
CWI-1.5
WETLAND AND STREAM IMPACT TABLE
CWI-1.6
WETLAND AND STREAM IMPACTS OVERALL
CWI-1.7
WETLAND AND STREAM IMPACTS
CWI-1.8
STREAM CROSSING IMPACT
CWI-1.9
WETLAND IMPACT 6 PROFILES
CWI-1.10
WETLAND IMPACT 4 PROFILE
Page 21 of 89

Page 22 of 89
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Jx COUNTY GIS.
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6
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Q a
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4. FLOODPLAIN INF R ATION TAKEN FROM FEMA
INFORMATION
>�
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Page 22 of 89

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/ 1 TOTAL WETLANDS: 6.57 ACRES 286365 SF
/ ZONE 2 BUFFER ( )
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'
/� TOTAL OPEN WATER AREA: 1.62 AC (70558 SF)
AREA P:t / .' = / II 1 TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
�..•• '39.176' / 1
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NOTES:
J I \ 1. BOUNDARY INFORMATION TAKE FROM SURVEY BY
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0
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STANDARDS AND SPECIFICATIONS.
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EXISTING WETLANDS
'DEW
41166
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SHEET N0.
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Page 23 of 89

Page 24 of 89
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o
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WETHERILL ENGINEERING & SURVEYING AND
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Y
0
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6
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6 6 2
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WITH TOWN OF FUQUAY-VARINA AND NCDOT
GE ROAD
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L_
LEGEND
EXISTING WETLANDSlow
JOB N0.
4166
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Page 24 of 89

Page 25 of 89
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Page 25 of 89

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TIMMONS G • ••• ••• I I THIS DRAWING PREPARED A9 , NC 276 ^T
• YWR VISION ACHIEVED THROUGH OURS. RALEIGH OFFICE
5410 94 Road, Suite 102 Ralei h, NC 27607
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ROYAL CREEK
FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA
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"" REVISION DFS`RIFnQN
WETLAND AND STREAM IMPACT TABLE
darurrpus. b cad—woocM ofT !WNS GROUP—mw- lro,mmdraJ b vMb v N out n s1,a0 m1t —far—.— Mrr—., M.—nrn
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Page 27 of 89
410
405 _
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_ /
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400:.
1
�l
3390 5
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5385
.- J -- c-
-+- _
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73
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0311 8/2019
\
S6 _ 66
s \.�_ \
55_ j .`. 6 _ ....
---7 ;
�p
�O
SCALE 1"=100'
-
0
DRAWN BY
K. AXTON
- l
54\
DESIGNED BY
r —1
r
I _ -t - i+- 1
/
_
I —
O 100, 200'
•
S. HEIN
J. CHANDLER
_
4
49 —I 3
-
\ 4
SITE DATA:
TOT AL SITE AREA. 67.70 ACRES
• �
•
•�
BULE
, =,00
/ �\
, J / TOTAL WETLANDS: 6.57 ACRES (286365 SF)
/ 8 - _ tz to TOTAL STREAMS: 1247 LF
4 9 \
s TOTAL OPEN WATER AREA: 1.62
•
/I 1 )
rI-
/
14
-- — �., ' •/ 's iy
\� - \
AC (70558 SF)
TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
WETLAND 8, STREAM IMPACT LEGEND:
�
— ° / / J I /
: �•,� 16
V \
® PERMANENT WETLANDS -GREEN
a
Z
a
oC
-
43 tg
u 23 �4 25
Q-_
\
PERMANENT STREAM -ORANGE
o
Lu
>
O
26
41 zo z7
,y 28 2
40
U �'\
® TEMPORARY WETLANDS - PURPLE
Lu
In
'0
39 _
_ _ t
38 36 35 34 33
t
i /
�/�
TEMPORARY STREAM - BLUE
W °z
z
Q
a
�
3z 3t
rw
CW�11 •6
V
_
BUFFER IMPACT ZONE 1
ZONE 2
U
Z
+
r
w
/
ce
i
cy
122
z
z
_
F_
LLJ
ELDEF, ROAD
\
0
LEGEND
N
_
'�1
EXISTING WETLANDS
::4�11�6 6
CWI_l
Page 27 of 89

1
i
I
I
®
I
I �\
s
PERMANENT STREAM - ORANGE
®
TEMPORARY WETLANDS - PURPLE
TEMPORARY STREAM - BLUE
\
BUFFER IMPACT - ZONE 1
\
I
Y u
=
-B3 8r I-81 � 8o � 79 � 78 177 : 76 , 75 ' 74 II 1 "
WETLAND IMPACT 12 1
/ TEMPORARY FOR
- - - - - CONSTRUCTION
277 SF
tt
95 194 1 93 1 92 1 91 1 WETLAND �IMPACT 12, 194
I 1 1 i 1 PERMANENT ROAD FILL 1
f 30 SF /1
ZONE 2 BUFFER IMPACT 10
108 1 1O7 D.611 PERMANENT ROAD FILL 97 1 g6 1
I 6402 SF 11I 1 1 \1 I Ifs
sw�W. -w
ZONE 1 BUFFER IMPACT 10
PERMANENT ROAD FILL
-- -
7509S
SCM #2
- - �- - - - -- ZONE 2 BUFFER IMPACT
/ - SCM DISCHARGE
471 SF
ZONE 1 BUFFER IMPACT 7� /
SCM DISCHARGE
410 SF_-_ / ' —
/ ; WETLAND IMPACT 6
PERMANENT IMPACT
't / /............. j:
o I J , \ /, ROAD FILL
ZONE 2 BUFFER IMPACT 5 8046 SF
STORM SEWER DISCHARGE
x/ �/ I- �o
405 SF \��h
II . 43 i
rn ISI i' / -- •( 1 \ ,I \ � ,ice
00 \
�" / / i / y / 3?� `) WETLAND IMPACT 4 �` ` 41
o - ! / : ' i / Or— tet. TEMPORARY
a , I I CONSTRUCTION
434 SF
ZONE 1 BUFFER IMPACT 1 �, WETLAND IMPACT 2 L'
TEMPORARY FOR L
SCM DISCHARGE \ CONSTRUCTION
254 SFUWETLAND IMPACT �,..%.••� , j 253 SF ;�•ROAD F
�� --
• _ — _ PERMANENTR ILL145 SF
,
D /
1..
o ZONE 2 BUFFER IMPACT 1 - - - 31-1c
m / SCM DISCHARGE PpUMp
all SF SCM #1 ', n STATIO�\
lV
J. 1`
/-\l/ \1/ \I/ \1/ \L L' L"
WETLAND IMPACT 11
TEMPORARY FOR I
..........• .....• CONSTRUCTION
WETLAND IMPACT 11
PERMANENT ROAD FILL
y� 990 SF I 1 J l y
- STREAM IMPACT 10 - $" --
/ \ TEMPORARY FOR
CONSTRUCTION
-36 LF 1106 SF 4 I!
STREAM IMPACT 10 � s
- WETLAND IMPACT 3
TEMPORARY FOR
CONSTRUCTION
592 SF
r�1/- A/
\I/ A/
WETLAND IMPACT 6
TEMPORARY FOR
1CONSTRUCTIONS
1747 SF
i
i
40 2
39
13
PERMANENT ROAD FILL
82 LF / 245 SF )
WETLAND IMPACT 8
PERMANENT ROAD FILL) 10
\ 2637 SF /� 9
14 \� ) �� �� ,_ll 11 l 7
6
15 \\\ /WETLAND IMPACT 9 ` i)� 5
PERMANENT LOT FILL ��)�6
%� 1176 SF
WETLAND IMPACT 9
TEMPORARY FOR
CONSTRUCTION
238 SF
WETLAND IMPACT 8
TEMPORARY FOR
CONSTRUCTION
698 SF
1 1
19 "
WETLAND IMPACT 4
PERMANENT ROAD FILL
1808 SF
WETLAND IMPACT 3
PERMANENT ROAD
535 SF
2
SCALE 1"=100'
0 100' 200'
\ SITE DATA:
TOTAL SITE AREA: 67.70 ACRES
20 TOTAL WETLANDS: 5.5 ACRES (239580 SF)
TOTAL STREAMS: 1247 LF
TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
WETLAND & STREAM IMPACT LEGEND:
®
PERMANENT WETLANDS - GREEN
s
PERMANENT STREAM - ORANGE
®
TEMPORARY WETLANDS - PURPLE
TEMPORARY STREAM - BLUE
®
BUFFER IMPACT - ZONE 1
FEEL-,�E�
BUFFER IMPACT - ZONE 2
0
o
x
a
0
0
� DATE
03/18/2019
DRAWN BY
K. AXTON
• DESIGNED V
• S. HEIN
• CNEO ED BY
J. CHANDLER
• • soot
• I"=100'
•-T
•
•
Page 28 of 89
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Page 28 of 89

Page 29 of 89
E
E
w U �
WETLAND $ STREAM IMPACT LEGEND:..
,
.� 00
o N
®
PERMANENT WETLANDS -GREEN
���STREAM IMPACT 10
00
a -�
w
TEMPORARY FOR
1
j
PERMANENT STREAM - ORANGE
-- CONSTRUCTION
00
P
®
TEMPORARY
36
36 LF/106 SF
��
CENTERLINE
OF STREAM
a
WETLANDS - PURPLE
c __
ZONE 2
N
ZONE 2 BUFFER IMPACT 10
ILL
/ BUFFER
o
TEMPORARY STREAM - BLUE
PERMANENT ROAD FILL
LLLL
®
BUFFER IMPACT - ZONE 1
6402 SF \
L
L
��
,
m
o
>
96
97 f LL
ZONE 1
LLLLL BUFFER IMPACT - ZONE 2 ZONE 1 BUFFER IMPACT 10 � L BUFFER
"�
PERMANENT ROAD FILL L
S
7509 SF
L � C
�90 \
4L
L
STREAM IMPACT 10
LCL
r�
a
PERMANENT ROAD FILL
L L
-390 L
LL
L82
L
LF / 245 SF
N
- LL
— — — {►..
ALL
LLL
Ck4LL
i
z
WTE
03/18/1019
-L.L� �"
L
.°j � �
_
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K.AXTON
LLLLL /
\
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•• \� LLLI�
`LLL
• L✓r
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/ \ \
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DESIGNED BY
S. HEIN
CHECKED BI'
/ , III /
, `�
•
/
/
L
•
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HANDLER
sULE
A5 SHOWN
Q3SCALE 1"=50'
•
4f j
0
'S
tQ,
0
50'
100'
•
•
/�/
PROPOSED WALL
f— PROPOSED
395
395
(DESIGN
BY OTHERS)
GRADE
PROPOSED
GRADE
390
390
390
390
cn
PROPOSEDz
PRC POSED WALL GRADE
390
390
385
385
O
o
LL
O
(DESIGN
BY OTHERS) /
ROAD FILL
ccL1.1
385
385
0
_
W Z
DC �
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-
385
385
Z
u
380
--
380
o
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RETAINING
WALL
RETAINING
EXISTING
380
380
WALL
GRADE
\`48" RCP
r /
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EXISTING
GRADE J 48" RCP
6
380
, ,
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-
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380
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-
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p
375
375
<
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EXISTING
'
Z6 LF
RGP
0Q
a
375
375
GRADE
48
Lu
a M
0 - 375
375
Ln
M
0 60
370
370
M
PROFILE SCALE o
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c0
ori
M
a^i
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oroo
M M
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N
oc
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M ``'
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9+8010+00
11+00
411 166
SOUTHWEST WALL PROFILE
-0+50
0+00
1+00
SSEETND.
--
STREAM CROSSING PROFILE
NORTHEAST WALL PROFILE
CWI-1.8
Page 29 of 89

Page 30 of 89
E
WETLAND
& STREAM IMPACT LEGEND:
/
r..
AE
z
3:E
o d
®
PERMANENT WETLANDS - GREEN
`
W
°77i
PERMANENT STREAM - ORANGEBUFFER
to ZONE 2
�LQ\
11
z J NOS
®
TEMPORARY WETLANDS -PURPLE
ZONE 1
BUFFER �<5,, ` ��o�D
�Ul
_"�
n o
TEMPORARY STREAM - BLUE
V4f
®
BUFFER IMPACT - ZONE 1
�\
\ 10��
9h
v
"-
�
, ' WETLAND IMPACT
6
LLLLL BUFFER IMPACT -ZONE 2 `� PERMANENT IMPACT /
' "/�
\
Q ROAD FILL
A
/
8046 SF
Do
8
a
Q
/
/ •.
/
03/18/2019
DRAWN By
K. AXION
DESIGNED BY
/ /
\�
l I
�f
f
0
•
•
HEIN
O n WETLAND IMPACT 6 "
cNECKED Br
TEMPORARY FOR
CONSTRUCTIONS
`
`
SCALE V=501
•
•
J. CHANDLER
SULE
1747 SF
AS SHOWN
i
0 50'
100'
•
•
395 395
no
PROPOSED WALL PROPOSED
(DESIGN BY OTHERS) j GRADE
PROPOSED
GRADE
PROPOSED
(DESIGN BY
WALL PROPOSED
OTHERS) GRADE
385
_ 385
390 390
385
385
Oo
a
/
�
Z
380
/
/5
ROAD FILL
Y
W �
Lu 0
Ln
J
0
_ 38067
385 385
z
380
\
380
u Z
U=
oE-
q0
RETAI�N�IAN RETAINING
_j
EXISTING
WALL
EXISTING— 36° RCP
GRADE J
Y
} 3
Q
36" RCP
375
GRADE 375
�— 0
380 \ \ ' _ _ _ _ _ _ 38
375
375
z
o
z
0 _.�
7z LF
a
aJ
0
60 EXISTING 36" RCpO
GRADE @ 94%
LL
L
PROFILE SCALE
370
370
375 375
370
370
%
N
e�
M M M co � t~ri
- +
+00 1+00
WEST WALL PROFILE
9+8010+00 11+00
-0+50
0+00
1+00
OB NO,
41166
WETLAND CROSSING PROFILE
EAST WALL PROFILE
SEEINO.
- —
cwr_ 19
Page 30 of 89

Page 31 of 89
E
WETLAND
&STREAM IMPACT LEGEND:`w�
40 • y i yi
/
�v
v2 I
1
�'\�
\ \'
b E
u E
a
o W d a
®
PERMANENT WETLANDS -GREEN
/
wogs
PERMANENT STREAM - ORANGE
I � s9 �i
m
0 0~ 6
W =D
®
TEMPORARY WETLANDS PURPLE
Y'
�
-
Ln
TEMPORARY STREAM -BLUE
` \ � t?
- - _ _ _ th J,
-
c
o
®
BUFFER IMPACT - ZONE 1
\ ,9
WETLAND IMPACT 4 ��S 38
/ _ -
Co
o
®
BUFFER IMPACT 2
TEMPORARYFOR
CONSTRUCTIONS 8\ WETLAND IMPACT 4
\\
LLLLL
-ZONE
1747 SF PERMANENT IMPACTco
/
\• ROAD FILL
CID
I \
8046 SF
yPa
CO
FES-2 .M
eco
a
M'-
7
14
Da,E
03118/2819
DRAWN V
K. AXION
DESIGNED BY
-. - 5� - � •. i ;�
DI-1
_, / / 3
/
••
S. HEJN
CJIECKED BY
J. CHANDLER
-
�j - _ _ _ _
\
SCALE 1"=50'
•
•
•
SCALE
10 9
"�
0
•
AS SHOWN
�9�
386 ii „o I , t 0 50' 100'
•
00 „] I - — — ' ,
M— -
/
!
a
390
390
EXISTING
PROPOSED GRADE �
GRADE
O
a
385 —--
385
d
w
/
Y3
W
O
g6 LF
Lu
„ RCP
15
u z
.
380 @ 1.83%
380
J o
U .
FES-2
DI-1
Q a
a
TDP 382.95
TOP 387.7
INV IN 381.51 FR (15 inch RCP)
INV OUT 333.26
TO (15 inch RCP)
O z
a
p�;
z{
375
375
6
g ;
O
cyui
370
370
i
0
co <r M c�
0 60
ui
PROFILE SCALE
M M M M
JOB NO.
41166 �
-0+50 0+00 1+00 1 +50sHE
r NO. l
WETLAND CROSSING PROFILE
cwr 1.10
Page 31 of 89

PIN -NUM
689873877
689872552
689873863
689873272
689766875
689873748
689873157
689763862
689784626
689768980
689765864
689871260
689764863
689874930
689762851
689875970
689873734
689884196
689776508
689873142
DEED -ACRES
OWNER
0.64
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
5.5
CUMMING, BARBARA S KING, ROYAL MARK DAVID
0.66
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
0.22
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
1.08
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
0.66
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
0.23
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
1.12
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
28.38
CUMMINGS, BARBARA S SENTER, MAXINE HEIRS
2.27
MCCULLERS BRANCH, LLC
1.12
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
0.9
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
1.12
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
0.54
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
1.11
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
0.44
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
0.7
CUMMING, BARBARA S KING, ROYAL MARK DAVID
1.96
CUMMINGS, BARBARA S SENTER, MAXINE HEIRS
15.1
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
0.23
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
ADDR1
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7201 TEN TEN RD
3708B GELDER DR
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
7201 TEN TEN RD
7925 LAKE WHEELER RD
7925 LAKE WHEELER RD
ADDR2
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
APEX NC 27539-7900
RALEIGH NC 27603-5608
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
APEX NC 27539-7900
RALEIGH NC 27603-5137
RALEIGH NC 27603-5137
PROPERTY DESCRIPTION
L070 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L066 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L069 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L065 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L048 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L068 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L064 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L045 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
MCCULLERS LD
L049 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L047 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L061 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L046 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L071 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L044 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L072 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
L067 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
MCCULLERS LD
L0103 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 -00018
LO63 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 - 00018
STNUM ST NAME STYPE
0 DADDY RD
0
DADDY
0
DADDY
0
DADDY
0
GELDER
0
DADDY
0
DADDY
0
GELDER
7512
TEN TEN
0
GELDER
0
GELDER
0
DADDY
0
GELDER
0
DADDY
0
GELDER
0
DADDY
0
DADDY
0
TEN TEN
7700
DADDY
0
DADDY
RD
RD
RD
DR
RD
RD
DR
RD
DR
DR
RD
DR
RD
DR
RD
RD
RD
RD
RD
Page 32 of 89

ep`T
. ;
�a
6.
m�
10
v
m
a
tY
edge
Ma le
Dr IXi
B
'p-
l
/ 401
Gelder Dr
PIN:0689871260
PIN Ext: 000
Real Estate ID: 0418825
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.9
Building Value: $0
Land Value: $54,000
Total Value: $54,000
Billing Class: Individual
Description: L061 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
I t t t I t t t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 33 of 89

PIN:0689872552
PIN Ext: 000
Real Estate ID: 0418830
Map Name: 0689 02
Owner: CUMMING, BARBARA S KING, ROYAL
MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 5.5
Building Value: $0
Land Value: $265,810
Total Value: $265,810
Billing Class: Individual
Description: L066 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 8020 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
N
A
0 220 440 880 ft
1 inch = 400 feet
Disclaimer
iMaps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 34 of 89

1�
`QI
m
a�
en ter
6.
rn t
edge 1
Ma le
Dr
r
1Lestbu w
401
Gelder Or
i
PIN:0689762851
PIN Ext: 000
Real Estate ID: 0418808
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 1.11
Building Value: $0
Land Value: $66,600
Total Value: $66,600
Billing Class: Individual
Description: L043-44&PT42 MCCULLERS
BRANCH EXPERIMENTAL FARM BM1956 -
00018
Heat Area: 0
Site Address: 0 GELDER DR
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
N
A
0 220 440 880 ft
I i i i I t i i 1
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 35 of 89

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PIN:0689873142
PIN Ext: 000
Real Estate ID: 0418827
Map Name: 0689 02
Owner: CUMMING, BARBARA S KING, ROYAL
MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.23
Building Value: $0
Land Value: $13,800
Total Value: $13,800
Billing Class: Individual
Description: L063 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
M',
0 220 440 880 ft
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation
Page 36 of 89

PIN:0689873157
PIN Ext: 000
Real Estate ID: 0418828
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.23
Building Value: $0
Land Value: $13,800
Total Value: $13,800
Billing Class: Individual
Description: L064 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
I t t t I t t t 1
1 inch = 400 feet
Disclaimer
iMaps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 37 of 89

PIN: 0689873272
PIN Ext: 000
Real Estate ID: 0418829
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.22
Building Value: $0
Land Value: $13,200
Total Value: $13,200
Billing Class: Individual
Description: L065 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
I i t t I t t t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 38 of 89

PIN:0689873734
PIN Ext: 000
Real Estate ID: 0418831
Map Name: 0689 02
Owner: CUMMING, BARBARA S KING, ROYAL
MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.7
Building Value: $0
Land Value: $42,000
Total Value: $42,000
Billing Class: Individual
Description: L067 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
N
A
0 220 440 880 ft
I t t i I t i t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 39 of 89

PIN: 0689873748
PIN Ext: 000
Real Estate ID: 0418832
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.66
Building Value: $0
Land Value: $39,600
Total Value: $39,600
Billing Class: Individual
Description: L068 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
n�
0 220 440 880 ft
I t i t I t t t I
1 inch = 400 feet
Disclaimer
iMaps makes every effort to produce and publish
Me most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 40 of 89

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401
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PIN: 0689763862
PI N Ext: 000
Real Estate ID: 0418809
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 1.12
Building Value: $0
Land Value: $53,760
Total Value: $53,760
Billing Class: Individual
Description: L045 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 GELDER DR
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
I i t t I t t t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
.are provided for the data therein, its use,or its interpretation.
Page 41 of 89

PIN:0689873863
PIN Ext: 000
Real Estate ID: 0418833
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.66
Building Value: $0
Land Value: $36,450
Total Value: $36,450
Billing Class: Individual
Description: L069 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
0 220 440 880 ft
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
.are provided for the data therein, its use,or its interpretation
Page 42 of 89

PIN:0689873877
PIN Ext: 000
Real Estate ID: 0418834
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.64
Building Value: $0
Land Value: $30,750
Total Value: $30,750
Billing Class: Individual
Description: L070 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
I t h I i t I I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 43 of 89

PIN: 0689884196
PI N Ext: 000
Real Estate ID: 0063268
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S SENTER,
MAXINE HEIRS
Mail Address 1: 7201 TEN TEN RD
Mail Address 2: APEX NC 27539-7900
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 1.96
Building Value: $135,275
Land Value: $99,200
Total Value: $234,475
Billing Class: Individual
Description: MCCULLERS LD
Heat Area: 1950
Site Address: 7700 TEN TEN RD
City:
Township: Swift Creek
Year Built: 1960
Sale Price: $0
Sale Date:
Use Type: SINGLFAM
Design Style: Conventional
Land Class: Residential Less Than 10 Acres
Old Parcel Number: 745-00000-0152
Mum
0 110 220 440 ft
I t t i I i t t I
1 inch = 200 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 44 of 89

PIN: 0689784626
PIN Ext: 000
Real Estate ID: 0063279
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S SENTER,
MAXINE HEIRS
Mail Address 1: 7201 TEN TEN RD
Mail Address 2: APEX NC 27539-7900
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 28.38
Building Value: $11,307
Land Value: $1,498,650
Total Value: $1,509,957
Billing Class: Individual
Description: MCCULLERS LD
Heat Area: 1250
Site Address: 7512 TEN TEN RD
City:
Township: Swift Creek
Year Built: 1930
Sale Price: $0
Sale Date:
Use Type: SINGLFAM
Design Style: Conventional
Land Class: Agriculture
Old Parcel Number: 745-00000-0001
M',
0 220 440 880 ft
I t t i I t i t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 45 of 89

PIN:0689764863
PIN Ext: 000
Real Estate ID: 0418810
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 1.12
Building Value: $0
Land Value: $53,760
Total Value: $53,760
Billing Class: Individual
Description: L046 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 GELDER DR
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
0 220 440 880 ft
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation
Page 46 of 89

PIN:0689874930
PIN Ext: 000
Real Estate ID: 0418835
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.54
Building Value: $0
Land Value: $26,100
Total Value: $26,100
Billing Class: Individual
Description: L071 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
I t t i I t t t 1
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
.are provided for the data therein, its use,or its interpretation.
Page 47 of 89

PIN:0689765864
PIN Ext: 000
Real Estate ID: 0418811
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 1.12
Building Value: $0
Land Value: $53,760
Total Value: $53,760
Billing Class: Individual
Description: L047 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 GELDER DR
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 48 of 89

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401
Gelder Dr
PIN: 0689875970
PIN Ext: 000
Real Estate ID: 0418836
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 0.44
Building Value: $0
Land Value: $26,400
Total Value: $26,400
Billing Class: Individual
Description: L072 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
I t t t I t t t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 49 of 89

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PIN: 0689776508
PIN Ext: 000
Real Estate ID: 0418837
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 15.1
Building Value: $0
Land Value: $671,100
Total Value: $671,100
Billing Class: Individual
Description: L0103 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
N
A
0 220 440 880 ft
I t t t I t t t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 50 of 89

PIN:0689766875
PIN Ext: 000
Real Estate ID: 0418812
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: 11/09/2014
Deed Acres: 1.08
Building Value: $0
Land Value: $64,800
Total Value: $64,800
Billing Class: Individual
Description: L048 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -00018
Heat Area: 0
Site Address: 0 GELDER DR
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
A
0 220 440 880 ft
I t t t 1 t t t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 51 of 89

PIN: 0689778086
PIN Ext: 000
Real Estate ID: 0449324
Map Name: 0689 02
Owner: CUMMINGS, BARBARA S KING,
ROYAL MARK DAVID
Mail Address 1: 7925 LAKE WHEELER RD
Mail Address 2: RALEIGH NC 27603-5137
Mail Address 3:
Deed Book: 016868
Deed Page: 01366
Deed Date: 08/04/2017
Deed Acres: 0.38
Building Value: $0
Land Value: $18,240
Total Value: $18,240
Billing Class: Individual
Description: LOSM PT 49 MCCULLERS
BRANCH EXPERIMENTAL FARM BM1956 -
00018
Heat Area: 0
Site Address: 0 GELDER DR
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Vacant
Old Parcel Number: --
A
0 220 440 880 ft
I i i t I i i I I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
Me most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.
Page 52 of 89

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707400 707500 707800 707700 707800
3
eMap Scale: 1:5,410 if printed on A portrait (8.5" x 11") sheet
-Meters
N
0 50 100 200 300
0 250 500 1000 1500
Map projection: Web Merotor Comer chord : WGS84 Edge tics: UTM Zane 17N WA 5
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
�
4
{k
GSC
G r.0 ^
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a
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�4

MAP LEGEND
Area of Interest (AOI)
0 Area of Interest (AOI)
Soils
Soil Map Unit Polygons
r� Soil Map Unit Lines
O
Soil Map Unit Points
Special
Point Features
V
Blowout
N
Borrow Pit
Clay Spot
0
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
®
Miscellaneous Water
0
Perennial Water
1W
Rock Outcrop
+
Saline Spot
Sandy Spot
.e
Severely Eroded Spot
Sinkhole
J�,
Slide or Slip
0
Sodic Spot
USDA Natural Resources
Wiiiiiiiiiiii Conservation Service
Soil Map—Wake County, North Carolina
MAP INFORMATION
Water Features
Streams and Canals
Transportation
+44 Rails
►+�I Interstate Highways
US Routes
Major Roads
Local Roads
Background
. Aerial Photography
Web Soil Survey
National Cooperative Soil Survey
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 16, Oct 2, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 27, 2014—May
6, 2014
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
11/21/2017
Page 2 of 3
Page 62 of 89
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Q
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
..
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Transportation
+44 Rails
►+�I Interstate Highways
US Routes
Major Roads
Local Roads
Background
. Aerial Photography
Web Soil Survey
National Cooperative Soil Survey
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 16, Oct 2, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 27, 2014—May
6, 2014
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
11/21/2017
Page 2 of 3
Page 62 of 89

Soil Map—Wake County, North Carolina
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
DoA Dothan loamy sand, 0 to 2 8.3 12.9%
percent slopes -
uots
uotnan loamy sand, 2 to 6 27.6 43.3%
percent slopes
Dothan -Urban land complex, 0 0.1 0.1%
DuB
to 6 percent slopes
GoA
Goldsboro sandy loam, 0 to 2
1.8
2.7%
percent slopes
GrC
Gritney sandy loam, 6 to 10
7.9
12.3%
percent slopes
RaA
Rains sandy loam, 0 to 2
16.0
25.1%
percent slopes
W
Water
2.3
3.5%
WeD
Wedowee sandy loam, 10 to
0.0
0.0%
15 percent slopes
Totals for Area of Interest
63.8
100.0%
USDA Natural Resources Web Soil Survey 11/21/2017
Conservation Service National Cooperative Soil Survey Page 3 of 3
Page 63 of 89

eek
Fuquay Multi -Family: National Hydrographic Dataset
ct
n
Legend
Q Project Boundary
Streets
NHD Streams
NHD Ponds
Dr
Date: 11/21/2017
0 250 500 750 1000 ft

FEMA NFHL
REFERENCE LAYERS
NFHL Dah Wailab le
O FIRM Panel Boundary
OLOMR Boundary
SPECIAL FLOOD HAZARD AREAS
1 % Annual Chance Flood Hazard
:-- h FE P;" c, A.Y. AI( y VE
RegmlaWry Floodway
OTHER AREAS OF FLOOD HAZARD
02% AnnaelCh.nan Fbod Hanrd
FuWre Conditions I% Annual
Chance Flood Hazard _axe
Prea with Reduced Flood Ri+k
due to L... ;ve '.
Areas Oubide the 0.2% Annual
Chance Floodplain
Ams of Undetermined Flood
CROSS SECTIONS d BFES
Cross Secton unth I% Annual
\•; Chance WaMr Surhos EMuation
�� - • - CoaadlTnngd
CwrW Trwggt08+N1ne
Pro . BnNva
SUPPORTING INFORMA71914
Llmd d SWdY
lunsdldlonN Boundary

Legend
Q Project Boundary
Streets
National Wetland Inventory
ct
Fuquay Multi -Family: National Wetland Inventory
7— IIJA
Freshwater Forested/Shrub Wetland
0 Freshwater Pond
Riverine
e Maps'• Dr
Date: 11/21/2017
0 250 500 750 1000 ft

N
Date: 11/21/2017
0 0.5 1 1.5 2 Miles

Fuquay Multi -Family: HUC 12 Watersheds
Lake Wheeler -Swift Creek030202011001
UpperMiddle Creek030202010901
Legend
Q Project Boundary
0 HUC 12
Lake Benson -Swift Creek030202011002
Mahlers
Middle Middle Creek030202010902
Date: 11/21/2017
CreekO
0 0.5 1 1.5 2 Miles

NC DENR - DIVISON OF WATER RESOURCES
.0315 NEUSE RIVER BASIN
2B .0300
Name of Stream
Description
Class
Class Date
Index No.
Rocky Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-4.5
Camp Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-5
Bells Lake
Entire lake and connecting stream to
C;NSW
05/01/88
27-43-15-6
Middle Creek
Mills Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-7
Terrible Creek (Johnsons Pond)
From source to dam at Johnsons
B;NSW
05/01/88
27-43-15-8-(1)
Pond
Terrible Creek
From dam at Johnsons Pond to
C;NSW
05/01/88
27-43-15-8-(2)
Middle Creek
Panther Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-9
Little Creek
From source to Middle Creek
C;NSW
05/01/88
27-43-15-10
Juniper Creek
From source to Little Creek
C;NSW
05/01/88
27-43-15-10-1
Guffy Branch
From source to Little Creek
C;NSW
05/01/88
27-43-15-10-2
Ditch Branch
From source to Guffy Branch
C;NSW
05/01/88
27-43-15-10-2-1
Buffalo Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-11
Mill Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-12
Beaverdam Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-13
Cow Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-14
Shop Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-15
Steep Hill Branch
From source to Middle Creek
C;NSW
05/01/88
27-43-15-16
Arters Branch
From source to Neuse River
C;NSW
05/01/88
27-44
Black Creek (Partins Pond,
From source to dam at Panther Lake
B;NSW
05/01/88
27-45-(1)
Panther Lake)
Black Creek
From dam at Panther Lake to mouth
C;NSW
05/01/88
27-45-(2)
of Sassarixa Creek
Little Black Creek
From source to Black Creek
C;NSW
05/01/88
27-45-3
Hooks Branch
From source to Black Creek
C;NSW
05/01/88
27-45-4
McCullens Branch (McCullers
From source to Black Creek
C;NSW
05/01/88
27-45-5
Branch)
Camp Branch
From source to Black Creek
C;NSW
05/01/88
27-45-6
Dicks Branch
From source to Black Creek
C;NSW
05/01/88
27-45-7
Hardee Mill Branch
From source to Black Creek
C;NSW
05/01/88
27-45-8
Pole Branch
From source to Black Creek
C;NSW
05/01/88
27-45-9
Reedy Creek
From source to Black Creek
C;NSW
05/01/88
27-45-10
Gum Swamp
From source to Black Creek
C;NSW
05/01/88
27-45-11
Black Creek (Holts Lake)
From mouth of Sassarixa Creek to
B;NSW
05/01/88
27-45-(12)
dam at Holts Lake
Sassarixa Creek (Sassarixa
From source to Black Creek
C;NSW
05/01/88
27-45-13
Swamp)
Black Creek
From dam at Holts Lake to Neuse
C;NSW
05/01/88
27-45-(14)
River
Polecat Branch
From source to Neuse River
C;NSW
05/01/88
27-46
Mill Branch
From source to Polecat Branch
C;NSW
05/01/88
27-46-1
12
Page 69 of 89

WETLAND DETERMINATION DATA SHEET - Eastern Mountains and Piedmont Region
Project/Site: Fuquay Multi Family City/County: Raleigh, Wake County Sampling Date: 11/20/2017
Applicant/Owner: Cambridge Properties State: NC Sampling Point: WL 1900
Investigator(s): J Sinclair, J Robertson, A Baggaerly Section, Township, Range: Lake Wheeler Quadrangle
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): flat Slope (%): 1
Subregion (LRR or MLRA): LRR P, MLRA 136 Let: 35.66787 Long: -78.70316 Datum:
Soil Map Unit Name: RaA Rains Sandy Loam NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances' present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_Surface Soil Cracks (136)
X Surface Water (Al) _True Aquatic Plants (614)
_Sparsely Vegetated Concave Surface (68)
X High Water Table (A2) _Hydrogen Sulfide Odor (Cl)
_Drainage Patterns (1310)
X Saturation (A3) X Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (B16)
—Water Marks (61) —Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (62) _ Recent Iron Reduction in Tilled Soils (C6) X Crayfish Burrows (C8)
_ Drift Deposits (63) —Thin Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other (Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
X Geomorphic Position (132)
—Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
X Microtopographic Relief (D4)
Aquatic Fauna (613)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No Depth (inches): 1
Water Table Present? Yes X No Depth (inches): 4
Saturation Present? Yes X No Depth (inches): 3
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Variations of surface water and water table exist throug wetland. Surface water is thin and localized in depressions and flow paths. Water table is
present and averages 4 inches though may vary due to size of wetland complex. This wetland data form is applicable for all forested wetlands onsite:
1300, 1700, 1800, 1900, Lineaer wetland 2100, 2200, 2300 and linear wetland 2400.
Total acerage of these wetlands are approximatley 3.30
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Page 70 of 89

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: WL 1900
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Acer rubrum
20
Yes
FAC
Number of Dominant Species
2.
Betula nigra
5
No
FACW
That Are OBL, FACW, or FAC: 9 (A)
3.
Liquidambar styracif/ua
30
Yes
FAC
Total Number of Dominant
4.
Lidodendron tulipifera
5
No
FACU
Species Across All Strata: 13 (B)
5.
Pinus taeda
5
No
FAC
Percent of Dominant Species
6.
Quercus phellos
10
No
FAC
That Are OBL, FACW, or FAC: 69.2% (A/B)
75
=Total Cover
Prevalence Index worksheet:
50% of total cover:
38
20% of total cover:
15
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 15 )
OBL species 3 x 1 = 3
1.
Comus amomum
2
Yes
FACW
FACW species 26 x2= 52
2.
Liquidambar styraciflua
5
Yes
FAC
FAC species 93 x 3 = 279
3.
Cedrus deodara
2
Yes
UPL
FACU species 15 x4= 60
4.
American Elm
2
Yes
UPL species 2 x5= 10
5•
Column Totals: 139 (A) 404 (B)
6•
Prevalence Index = B/A = 2.91
11
=Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
6
20% of total cover:
3
_ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15 )
X 2 - Dominance Test is >50%
1.
Ligustrum sinense
5
Yes
FACU
X 3 - Prevalence Index is 53.0'
2.
Acer rubrum
3
Yes
FAC
- Morphological Adaptations' (Provide supporting
3.
-4
data in Remarks or on a separate sheet)
4•
-Problematic Hydrophytic Vegetation' (Explain)
5.
'Indicators of hydric soil and wetland hydrology must be
6•
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
8 =Total Cover
50% of total cover:
4
20% of total cover:
2
Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size: 5 )
approximately 20 ft (6 m) or more in height and 3 in.
1.
Juncus effusus
10
Yes
FACW
(7.6 cm) or larger in diameter at breast height (DBH).
2.
Carex sp.
5
No
FACW
Sapling - Woody plants, excluding woody vines,
3.
Microstegium vimineum
15
Yes
FAC
approximately 20 ft (6 m) or more in height and less
4.
Sagittaria ambigua
3
No
CBL
than 3 in. (7.6 cm) DBH.
5.
Persicaria /apathifolia
2
No
FACW
Shrub - Woody Plants, excluding woody vines,
6.
Woodwardia areo/ata
2
No
FACW
approximately 3 to 20 ft (1 to 6 m) in height.
7.
Herb - All herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
9.
plants, except woody vines, less than approximately
10.
3 ft (1 m) in height.
11.
Woody Vine - All woody vines, regardless of height.
37
=Total Cover
50% of total cover:
19
20% of total cover:
8
Woody Vine Stratum (Plot size: 15
)
1.
Toxicodendron radicans
2
Yes
FAC
2.
Smilax rotundifolia
3
Yes
FAC
3.
Rubus argutus
5
Yes
FACU
4.
5.
Hydrophytic
10
=Total Cover
Vegetation
50% of total cover:
5
20%
of total cover:
2
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Page 71 of 89

SOIL Sampling Point: WL 1900
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
_ Histosol (A1)
(inches)
Color (moist)
%
Color (moist) % Type Loc
Texture Remarks
0-3
10YR 3/2
100
0
Loamy/Clayey
3-8
5YR 4/2
90
2.5YR 4/4 10 C PL
Loamy/Clayey Distinct redox concentrations
8-18
5YR 5/1
80
2.5YR 4/4 20 C PL/M
Mucky Sand Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
`Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (A1)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (All 0) (MLRA 147)
_ Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (A16)
—Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
X Depleted Below Dark Surface (All 1)
—Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
Mucky Mineral (S1)
X Iron -Manganese Masses (1712) (LRR N,
_Other (Explain in Remarks)
_Sandy
Gleyed Matrix (S4)
MLRA 136)
_Sandy
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
_ Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Local topography does not allow for redox depressions.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Page 72 of 89

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Fuquay Multi Family City/County: Raleigh, Wake County Sampling Date: 11/20/2017
Applicant/Owner: Cambridge Properties State: NC Sampling Point: WL 1900
Investigator(s): J Sinclair, J Robertson, A Baggaerly Section, Township, Range: Lake Wheeler Quadrangle
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): flat Slope (%): 1
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.66787 Long: -78.70316 Datum:
Soil Map Unit Name: RaA Rains Sandy Loam NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Wetland Datasheet for Wetlands 1200, 1400, 1500, and 1600
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (86)
—Surface Water (Al) —True
Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (68)
X High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
X Drainage Patterns (610)
X Saturation (A3) X
Oxidized Rhizospheres on Living Roots (C3)
_Moss Trim Lines (B16)
—Water Marks (131) X
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (64) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (133)
X Water -Stained Leaves (139)
X Microtopographic Relief (134)
Aquatic Fauna (613)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches): 0
Water Table Present? Yes X No
Depth (inches): 12
Saturation Present? Yes X No
Depth (inches): 8
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Variations of depth to saturation and water table exist in the wetlands. The numbers for field observations are averages.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Page 73 of 89

VEGETATION (Five Sttata) - Use scientific names of plants.
Sampling Point: WL 1900
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Salix nigra
15
Yes
OBL
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 6 (A)
3.
Liquidambar styraciflua
5
Yes
OBL
Total Number of Dominant
4.
Species Across All Strata: 9 (B)
5•
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 66.7% (A/B)
20
=Total Cover
Prevalence Index worksheet:
50% of total cover:
10
20% of total cover:
4
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 15 )
OBL species 32 x 1 = 32
1.
Salix nigra
10
Yes
OBL
FACW species 22 x2= 44
2.
Liquidambar styraciflua
5
Yes
FAC
FAC species 26 x3= 78
3.
Acer rubrum
2
No
FAC
FACU species 33 x4= 132
4.
Quercus phellos
2
No
FAC
UPL species 0 X5= 0
5.
Acer rubrum
2
No
FAC
Column Totals: 113 (A) 286 (B)
6.
Prevalence Index = B/A = 2.53
21
=Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
11
20% of total cover:
5
_ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15 )
X 2 - Dominance Test is >50%
1.
Ligustrum sinense
5
Yes
FACU
X 3 - Prevalence Index is 53.01
2.
Acer rubrum
3
Yes
FAC
4 - Morphological Adaptations' (Provide supporting
3.
Ilex opaca
3
Yes
FACU
data in Remarks or on a separate sheet)
4.
-Problematic Hydrophytic Vegetation' (Explain)
5•
'Indicators of hydric soil and wetland hydrology must be
6.
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
11 =Total Cover
50% of total cover:
6
20% of total cover:
3
Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size: 5 )
approximately 20 ft (6 m) or more in height and 3 in.
1.
Juncus effusus
15
Yes
FACW
(7.6 cm) or larger in diameter at breast height (DBH).
2.
Carex sp.
5
No
FACW
Sapling - Woody plants, excluding woody vines,
3.
Microstegium vimineurrf
5
No
FAC
approximately 20 ft (6 m) or more in height and less
4.
Sagittaria ambigua
2
No
OBL
than 3 in. (7.6 cm) DBH.
5.
Persicaria /apathifolia
2
No
FACW
Shrub - Woody Plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
7.
Herb - All herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
9
plants, except woody vines, less than approximately
3 ft (1 m) in height.
10.
11
Woody Vine - All woody vines, regardless of height.
29 =Total Cover
50% of total cover:
15
20% of total cover:
6
Woody Vine Stratum (Plot size: 15
)
1.
Toxicodendron radicans
2
No
FAC
2.
Smilax rotundifolia
5
No
FAC
3.
Rubus argutus
25
Yes
FACU
4.
5.
Hydrophytic
32
=Total Cover
Vegetation
50% of total cover:
16
20% of total cover:
7
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Page 74 of 89
0

SOIL Sampling Point: WL 1900
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc
Texture Remarks
0-5 10YR 3/2 100
0
Loamy/Clayey
5-12 5YR 4/2 95
2.5YR 4/4 10 C PL
Loamy/Clayey Distinct redox concentrations
12-18 5YR 4/1 80
2.5YR 4/4 20 C PL/M
Mucky Sand Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA
147, 148) _2 cm Muck (All 0) (MLRA 147)
_ Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148)
—Hydrogen Sulfide (A4)'
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (1719)
Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_
_2 cm Muck (A10) (LRR N)
_Redox Dark Surface (F6)
_Red Parent Material (F21)
X Depleted Below Dark Surface (All 1)
—Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
X Iron -Manganese Masses (F12) (LRR N, _Other (Explain in Remarks)
Gleyed Matrix (S4)
MLRA 136)
_Sandy
_Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and
_ Stripped Matrix (S6)
_ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127,
147, 148) unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
Page 75 of 89

N(` 111W(1 CtrPam Idpntiticatiian Farm Versinn 4.11
Date: 11/20/2017
Project/Site:Fuquay Multi Family
Latitude: 35.66731
Evaluator: J Sinclair J Robertson
County: Wake
Longitude: -78.70397
Total Points:
Stream Determination (circle one)
Other Lake Wheeler Quad
Stream is at least intermittent 24.5
if 2:19 or perennial if a 30`
Ephemeral IntVittent Perennial
e.g. Quad Name:
A. Geomorphology Subtotal = 15
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
Sketch:
- artificial ditches are not rated; see discussions in manual
R Hvrirnlnav (Suh1ntal = A_S )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C_ Rinlnav (Suhtntal = :z
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
3
2
1
1
2
1
1
2
1
1
0
1
0
1
0.5
1
3
1
1
0
0
0
0.5
0.5
0
0
Page 76 of 89

NC nWO Ctream irlentifientian Farm Vercian 4-11
Date: 11/20/2017
Project/Site: Fuquay Multi Family
Latitude: 35.66603
Evaluator:J Sinclair J Robertson
County: Wake
Longitude: -78.70537
Total Points:
Stream Determination (circle one)
Other Lake Wheeler Quad
Stream is at least intermittent 35.5
if t 19 or perenQial if z 30*
Ephemeral Intermittent PeWfinial
e.g. Quad Name:
A. Geomor holo Subtotal = 17
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
Sketch:
'artificial ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = 10 )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C_ Bioloov (Subtotal = 8_r, 1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
3
2
2
2
2
1
1
2
1
1
0
3
1
1
1
1
2
3
2
0
0.5
0.5
0.5
0
O
Page 77 of 89

NC WAM FIELD ASSESSMENT FORM
USACE AID #
NCDWR#
Project Name •
Royal Creek
Date of Evaluation
Nov. 2017
Applicant/Owner Name
Cambridge Properties
Wetland Site Name
All cleared logged wetlands
Wetland Type
Headwater Forest
Assessor Name/Organization
Atlas Environmental
Level III Ecoregion
Piedmont
Nearest Named Water Body
Mills Branch
River Basin
Neuse
USGS 8 -Digit Catalogue Unit
03020201
County
Wake
NCDWR Region
Raleigh
❑ Yes ❑ No
Precipitation within 48 hrs?
Latitude/Longitude (deci-decrees)
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ® Yes ❑ No
Regulatory Considerations - Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
❑ Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
❑ Blackwater
® Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑ Lunar ❑ Wind ❑ Both
Is the assessment area gn a coastal island? ❑ Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑ Yes ® No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑ Yes ® No
1. Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ❑A Not severely altered
❑B ®B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
2. Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch s 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
❑A ❑A Water storage capacity and duration are not altered.
®B ®B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ❑C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
❑C ❑C Majority of wetland with depressions able to pond water 3 to 6 inches deep
®D ®D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot
Page 78 of 89

4. Soil Texture/Structure — assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ®A No peat or muck presence
❑B A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
EIC❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use — opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS 5M 2M
®A ❑A ❑A > 10% impervious surfaces
❑B ❑B ❑B Confined animal operations (or other local, concentrated source of pollutants
❑C ❑C ❑C Z 20% coverage of pasture
❑D ❑D ®D z 20% coverage of agricultural land (regularly plowed land)
❑E ®E ❑E z 20% coverage of maintained grass/herb
❑F ❑F ❑F >_ 20% coverage of clear-cut land
❑G ❑G ❑G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer — assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
❑Yes ®No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A a 50 feet
❑B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. 1f the tributary is anastomosed, combine widths of channels/braids for a total width.
❑s 15 -feet wide ❑> 15 -feet wide ❑ Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
❑Yes ❑No
7e. Is stream or other open water sheltered or exposed?
❑Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed — adjacent open water with width > 2500 feet or regular boat traffic.
Wetland Width at the Assessment Area — wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT
WC
❑A
❑A
>_ 100 feet
®B
®B
From 80 to < 100 feet
❑C
❑C
From 50 to < 80 feet
❑D
❑D
From 40 to < 50 feet
❑E
❑E
From 30 to < 40 feet
❑F
❑F
From 15 to < 30 feet
❑G
❑G
From 5 to < 15 feet
❑H
❑H
< 5 feet
Page 79 of 89

9. Inundation Duration — assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
❑A Evidence of short -duration inundation (< 7 consecutive days)
®B Evidence of saturation, without evidence of inundation
El Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size — wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT WC FW (if applicable)
❑A ❑A ❑A 2 500 acres
❑B ❑B ❑B From 100 to < 500 acres
❑C ❑C ❑C From 50 to < 100 acres
❑D ❑D ❑D From 25 to < 50 acres
❑E ❑E ❑E From 10 to < 25 acres
❑F ❑F ❑F From 5 to < 10 acres
❑G ®G ❑G From 1 to < 5 acres
®H ❑H ❑H From 0.5 to < 1 acre
❑I ❑I ❑) From 0.1 to < 0.5 acre
❑J ❑J ❑J From 0.01 to < 0.1 acre
❑K ❑K ®K < 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
❑A
Z 500 acres
❑B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
®D
From 10 to < 50 acres
®E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect — wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
®A 0
❑B 1 to 4
❑C 5to8
15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
❑A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
®C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
❑A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
®B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 % cover of exotics).
Page 80 of 89

17. Vegetative Structure — assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
®A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
a ❑A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
0
❑B ❑B Canopy present, but opened more than natural gaps
O ®C ®C Canopy sparse or absent
0 ❑A
❑A
Dense mid-story/sapling layer
❑B
❑B
Moderate density mid-story/sapling layer
®C
®C
Mid-story/sapling layer sparse or absent
a ❑A
❑A
Dense shrub layer
Moderate
r ®B
®B
density shrub layer
U) ❑C
❑C
Shrub layer sparse or absent
a ®A
®A
Dense herb layer
_ ❑B
❑B
Moderate density herb layer
❑C
❑C •
Herb layer sparse or absent
18. Snags — wetland type condition metric (skip for all marshes)
❑A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
®B Not
19. Diameter Class Distribution — wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
❑B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
®C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris — wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
❑A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
®B Not A
21. Vegetation/Open Water Dispersion — wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
22. Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
®A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
El Overland flow is severely altered in the assessment area.
❑D Both overbank and overland flow are severely altered in the assessment area.
Notes
Page 81 of 89

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name All cleared logged wetlands Date of Assessment
Nov. 2017
Wetland Type Headwater Forest Assessor Name/Organization
Atlas Environmental
Hydrology
Notes on Field Assessment Form (Y/N)
NO
Presence of regulatory considerations (Y/N)
NO
Wetland is intensively managed (Y/N)
YES
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
NO
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function
Function
Sub -function
Metrics
Rating
Hydrology
Surface Storage and Retention
Condition
MEDIUM
Opportunity Presence (Y/N)
Sub -surface Storage and
Soluble Change Condition
HIGH
Retention
Condition
MEDIUM
Water Quality
Pathogen Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
NO
Particulate Change Condition
HIGH
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Soluble Change Condition
HIGH
Function Ratina Summa
Function
Condition/Opportunity
HIGH
Hydrology
Opportunity Presence (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
YES
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
LOW
Function Ratina Summa
Function
Metrics
Rating
Hydrology
Condition
MEDIUM
Water Quality
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
YES
Habitat
Condition
LOW
Overall Wetland Rating MEDIUM
Page 82 of 89

United States Department of the
FISH AND WILDLIFE SERVICE
Raleigh Field Office
P.O. Box 33726
Raleigh, NC 27636-3726
Date: 09/07/2018
Self -Certification Letter
Project Name Fuquay Multi -Family
Dear Applicant:
Thank you for using the U.S. Fish and Wildlife Service (Service) Raleigh Ecological
Services online project review process. By printing this letter in conjunction with your
project review package, you are certifying that you have completed the online project
review process for the project named above in accordance with all instructions
provided, using the best available information to reach your conclusions. This letter,
and the enclosed project review package, completes the review of your project in
accordance with the Endangered Species Act of 1973 (16 U.S.C. 1531-1544, 87 Stat.
884), as amended (ESA), and the Bald and Golden Eagle Protection Act (16 U.S.C.
668-668c, 54 Stat. 250), as amended (Eagle Act). This letter also provides
information for your project review under the National Environmental Policy Act of
1969 (P.L. 91-190, 42 U.S.C. 4321-4347, 83 Stat. 852), as amended. A copy of this
letter and the project review package must be submitted to this office for this
certification to be valid. This letter and the project review package will be maintained
in our records.
The species conclusions table in the enclosed project review package summarizes
your ESA and Eagle Act conclusions. Based on your analysis, mark all the
determinations that apply:
"no effect" determinations for proposed/listed species and/or
✓ proposed/designated critical habitat; and/or
"may affect, not likely to adversely affect" determinations for proposed/listed
species and/or proposed/designated critical habitat; and/or
❑ "may affect, likely to adversely affect" determination for the Northern long-
eared bat (Myotis septentrionalis) and relying on the findings of the January 5,
2016, Programmatic Biological Opinion for the Final 4(d) Rule on the
Northern long-eared bat;
❑✓ "no Eagle Act permit required" determinations for eagles.
Page 83 of 89

Applicant - Page 2
We certify that use of the online project review process in strict accordance with the
instructions provided as documented in the enclosed project review package results in
reaching the appropriate determinations. Therefore, we concur with the "no effect" or
"not likely to adversely affect" determinations for proposed and listed species and
proposed and designated critical habitat; the "may affect' determination for Northern
long-eared bat; and/or the "no Eagle Act permit required" determinations for eagles.
Additional coordination with this office is not needed. Candidate species are not
legally protected pursuant to the ESA. However, the Service encourages consideration
of these species by avoiding adverse impacts to them. Please contact this office for
additional coordination if your project action area contains candidate species.
Should project plans change or if additional information on the distribution of
proposed or listed species, proposed or designated critical habitat, or bald eagles
becomes available, this determination may be reconsidered. This certification letter is
valid for 1 year. Information about the online project review process including
instructions, species information, and other information regarding project reviews
within North Carolina is available at our website http://www.fws.gov/raleigh/pp.html.
If you have any questions, you can write to us at RaleighAfws.gov or please contact
Leigh Mann of this office at 919-856-4520, ext. 10.
Sincerely,
/s/Pete Benjamin
Pete Benjamin
Field Supervisor
Raleigh Ecological Services
Enclosures - project review package
Page 84 of 89

Jacob Sinclair.
From: Jacob Sinclair
Sent: Friday, September 7, 2018 11:13 AM
To: [e-mail]
Subject: Fuquay Multi -Family: Online Project Review Certification Letter
Attachments: Fuquay Varina FWS No Effect Request Package Flattened.pdf
Pete Benjamin,
Please find attached the Online Project Review Certification for the "Fucluay Multi -Family" project located in
Raleigh NC, Wake County.
Thank you,
Jacob Sinclair
Environmental Specialist
Atlas Environmental Inc.
P.O. Box 17323
Asheville NC 28806
Phone: [phone]
Page 85 of 89

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
September 28, 2018
Jennifer Robertson
Atlas Environmental, Inc.
712 English Tudor Lane
Charlotte, NC 28211
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Construct Residential Development, Intersection of Lake Wheeler Road & Ten Ten Road, Raleigh,
Wake County, ER 18-2183
Dear Ms. Robertson:
Thank you for your letter of August 22, 2018, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.review&ncdcr.,gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
6"KRamona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599
Page 86 of 89

Statement of Mitigation Credit Availability
Pancho Mitigation Bank
March 15, 2019
Attn: James Lastinger
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Availability of Compensatory Wetland Credits
Project: Royal Creek
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that 2.9804 Riparian Wetland Credits
(Credits) from the Pancho Mitigation Bank (Bank) are currently available and all or a portion may be used, once
transferred, for compensatory mitigation relative to the Royal Creek project, and as proposed by Cambridge -FV, LLC
(Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the
Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US
Army Corps (USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USACE
with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction information in the updated Bank
Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited
Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
j �6/� R-
Tiffani Bylow
Restoration Systems, LLC
Page 87 of 89

Statement of Mitigation Credit Availability
March 14, 2019
Division of Water Resources
Attn: Stephanie Goss
Re: Availability of Compensatory Riparian Buffer Credits
Project: Royal Creek
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that the below table of Riparian Buffer
Mitigation Credits (Credits) from the listed banks (Banks) are currently available and may be used, once transferred,
for compensatory mitigation relative to the Royal Creek project, and as proposed by Cambridge -FV, LLC (Applicant).
Bank Name
Amount of Credits
Weaver Farm
10,300.55
Pancho
5,466.78
Half Mile
2,665.67
TOTAL
18,433.00
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the
Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant and, if needed,
other regulatory agencies. Transaction information in the updated Bank Ledger will include relevant Permit and
Applicant information as well as the number and resource type of the debited Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
Tiffani Bylow
Restoration Systems, LLC
1101 Haynes St., Suite 211 • Raleigh, NC 27604 • www.restorationsystems.com • Ph 919.755.9490 • Fx 919.755.9492
Page 88 of 89

fires
EBX Buffer Mitigation Banks
Statement of Availability March 15, 2019
NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Royal Creek
This document confirms that Cambridge -FV. LLC (Applicant) for the Royal Creek (Project) has
expressed an interest to utilize 17.619.50 Square Feet of Riparian Buffer Mitigation Credits from one
of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES
Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, or EBX Upper Neuse Riparian Buffer
Umbrella Mitigation Bank. Specific bank sites that may be debited are Arrington Bridge I, Buffalo
Branch, Selma Mill, Cedar Grove, Hatley, Ezell, Polecat, Hannah Bridge, Meadow Spring, and Stone
Creek, all located in HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC and EBX, attests
to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or cparkeraxes.us if you have any questions.
Best Regards,
J�4 �* X?A, KA A -
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)
Page 89 of 89