20190382 Ver 2_401 Application_20200107

Preliminary ORM Data Entry Fields for New Actions
SAW — 2014 - 116
Prepare file folder ❑
1. Project Name [PCN Form A2a]: Royal Creek
BEGIN DATE [Received Date]:
2. Work Type: Private � Institutional ❑
3. Project Description / Purpose [PCN Form 63d and Be]:
Assign Action ID Number in ORM
9'4,N*
Government ❑ Commercial ❑
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 A4]: Cambridge-FV, LLC / Barrett Blackburn
5. Agent / Consultant [PCN Form AS — 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 31b]:
Lat: 35.667136 Long:-78.704420
8100 Daddy Rd, Raleigh, NC 27603
8. Project Location -Tax Parcel ID [PCN Form 31a]: 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 62a]: Mills Branch, C; NSW
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Upper Neuse 03020201
Authorization: Section 10 ❑ Section 404
Regulatory Action Type:
EStandard Permit
✓ Nationwide Permit # 3/29
❑ Regional General Permit #
❑ Jurisdictional Determination Request
❑✓ Section 10 & 404 ❑
❑Pre -Application Request
Unauthorized Activity
0 Compliance
❑ No Permit Required
Revised 20150602
Page 1 of 73

a ''='\111► I
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:
January 6, 2020
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 3/29 application. A 404
and 401 were approved for this project in the first half of 2019. These approvals
included 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 as well as permanent impacts to 0.353 acre and temporary impacts to 0.113
acre of wetlands. The permanent wetland impacts were for infrastructure road
construction and fill for one lot. The temporary wetland impacts were necessary during
site construction for access. The project also required 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. Payment for the stream buffer mitigation
and wetland mitigation for the original permit approval was completed through
Restoration Systems and RES.
After further engineer planning it has become apparent that additional wetland impacts
are necessary. One previously approved permanent wetland impact has decreased
from 0.185 acre to 0.172 acre (Impact #6). The temporary wetland impact at this
location increased slightly from 0.04 to 0.046 acre. Additional wetland impacts are
necessary for parking lot construction, temporary construction access, and rehabilitation
of an existing dam. An additional 0.007 acre of permanent and 0.077 acre of temporary
wetland impacts are required. No additional stream or buffer impacts are required.
Only the new requested impacts are included in the enclosed PCN and impact table.
Enclosed is a Statement of Availability for 2:1 wetland mitigation credit from Restoration
Systems at the Pancho mitigation bank. Wetland impacts are limited to those
necessary for road construction, the development of one lot, parking lot construction
that includes the use of retaining walls to minimized impacts, and rehabilitation of an
existing degraded dam. Almost 94% of the wetlands on site have been avoided. A
A77ASEnvironmental, Inc.
338 S. Sharon Amity #411
Charlotte, North Carolina 28211
704-512-1206 (m) / 828-712-9205 (m)
www.atiasenvi.com / Offices in Asheville and Charlotte
Page 2 of 73

VIRONMENTAL
revised Jurisdictional Determination was submitted to Mr. James Lastinger in July 2019.
James indicated that he would issue the revised JD when the enclosed permit revision
was issued.
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,
Jennifer L Robertson, President
JRobertson Ca)atlasenvi.com
Digital copy to DWR project manager: Mrs. Stephanie Goss
ATLASEnvironmental, Inc.
338 S. Sharon Amity #411
Charlotte, North Carolina 28211
704-512-1206 (m) / 828-712-9205(m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 3 of 73

VIRONMENTAL
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
Property Owner of Record:
See attached list / Cambridge-FV, LLC
Contact Name:
Barrett Blackbum
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:
ATLAS Environmental Inc.
712 English Tudor Lane
charlotte, North Carolina 28211
704-512-1205 (o) / 828-712-9205 (m)
[e-mail]
nmv.atlasenvixom
Page 4 of 73

PIN_NUM
DEED -ACRES
OWNER
ADDR1
689873877
0.64
CUMMINGS, BARBARAS KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689872552
5.5
CUMMING, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689873863
0.66
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689873272
0.22
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689766875
1.09
CUMMINGS, BARBARA 5 KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689873748
0.66
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689873257
0.23
CUMMINGS, BARBARAS KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689763962
1.12
CUMMINGS, BARBARAS KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689794626
28.38
CUMMINGS, BARBARAS SENTER, MAXINE HEIRS
7201 TEN TEN RD
689768980
2.27
MCCULLERS BRANCH, LLC
3708B GELDER DR
689765864
1.12
CUMMINGS, BARBARAS KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689871260
0.9
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689764863
1.12
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689874930
0.54
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
699762951
1.11
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689875970
0.44
CUMMINGS, BARBARAS KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689873734
0.7
CUMMING, BARBARAS KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689884196
1.96
CUMMINGS, BARBARA S SENTER, MAXINE HEIRS
7201 TEN TEN RD
689776508
15.1
CUMMINGS, BARBARAS KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
689873142
0.23
CUMMINGS, BARBARA S KING, ROYAL MARK DAVID
7925 LAKE WHEELER RD
ADDR2
RALEIGH NC 27603-5137 LO70 MCCULLERS BRANCH EXPERIMENTAL FARM SM1956 -00018
RALEIGH INC 27603-5137 LO66 MCCULLERS BRANCH EXPERIMENTAL FARM BM3956 -00018
RALEIGH NC 27603-5137 LO69 MCCULLERS BRANCH EXPERIMENTAL FARM BM3956-00018
RALEIGH NC 27603-5137 LO65 MCCULLERS BRANCH EXPERIMENTAL FARM BM3956 -00018
RALEIGH NC 27603-5137 LO48 MCCULLERS BRANCH EXPERIMENTAL FARM BM3956 -00018
RALEIGH INC 27603-5137 L069 MCCULLERS BRANCH EXPERIMENTAL FARM BM3956 -00018
RALEIGH INC 27603-5137 LO64 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956.00018
RALEIGH NC 27603-5137 LO45 MCCULLERS BRANCH EXPERIMENTAL FARM BM3956-00018
APEX INC 27539-7900 MCCULLERS LD
RALEIGH NC 27603-5608 LO49 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956 4=18
RALEIGH NC 27603-5137 LO47 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956.00018
RALEIGH NC 27603-5137 L061 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956-03018
RALEIGH NC 27603-5137 LO46 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956-00018
RALEIGH NC 27603-5137 LO71 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956-00018
RALEIGH NC 27603-5137 LO44 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956-00018
RALEIGH NC 27603-5137 LO72 MCCULLERS BRANCH EXPERIMENTAL FARM BM3956 -00018
RALEIGH NC 27603-5137 LO67 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956-00018
APEX NC 27539-7900 MCCULLERS LD
RALEIGH NC 27603-5137 LO103 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956-00018
RALEIGH NC 276035137 LO63 MCCULLERS BRANCH EXPERIMENTAL FARM BM1956-00018
STNUM ST NAME
STYPE
0
DADDY
RD
0
DADDY
RD
0
DADDY
RD
0
DADDY
RD
0
GELDER
DR
0
DADDY
RD
D
DADDY
RD
0
GELDER
DR
7512
TEN TEN
RD
0
GELDER
DR
0
GELDER
DR
0
DADDY
RD
0
GELDER
DR
0
DADDY
RD
0
GELDER
DR
0
DADDY
RD
0
DADDY
RD
0
TEN TEN
RD
7700
DADDY
RD
0
DADDY
RD

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: 11/0912014
Deed Acres: 0.9
Building Value: $0
Land Value: $54.000
Total Value: $54,000
Billing Class: Individual
Description: 1-061 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956 -0D018
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: --
1.1
220 440 880 It
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.

Dr
PIN:0689872552
PIN Ext: 000
Real Estate ID: 0418830
Map Name: 0689 02
Owner: CUMMING, BARBARAS 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: 0020 DADDY RD
City:
Township: Swift Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
220 440 880 It
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps am produced for information purposes.
end are NOT surveys. No warranties, expressed or implied
,are provided for Me data therein, its use, or a interpretation.

Or
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: --
ITO
220 440 880 It
1 inch = 400 feet
Disclaimer
!Maps makes every effort to produce and publish
the most current and accurate information possible.
Wwever, 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 Is interpretation.

Dr
PIN:0689873142
PIN Ext: 000
Real Estate ID: 0418827
Map Name: 068902
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: 1VO912014
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 Dale:
Use Type:
Design Style:
Land Class: Agriculture
Old Parcel Number: --
NO
220 440 880 It
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 rts interpretation.

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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: IV09/2014
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: --
ti
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 inlotmation purposes,
and are NOT surveys. No warranties. expressed or implied
,are provided for the data therein, its use,ur a interpretation.

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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: $13,20D
Billing Class: Individual
Description: L065 MCCULLERS BRANCH
EXPERIMENTAL FARM BM1956-OD018
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 Rs interpretation.
Page 11 of 73

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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 INC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: IV0912014
Deed Acres: 0.7
Building Value: $0
Land Value: $42,000
Total Value: $42,OD0
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: --
1.1
220 440 880 ft
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 dale therein, its use,or its interpretation.

Dr
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 INC 27603-5137
Mail Address 3:
Deed Book:
Deed Page:
Deed Date: IM912014
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: --
11
220 440 880 It
1 inch = 400 feet
Disclaimer
;Maps makes every effort to produce and publish
Me most current and accurate information possible.
However, me maps are pmduced for information purposes,
and are NOT surveys. No warranties, expressed or implied
.are provided for me dam therein, its use, or Rs interpretation.

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PIN:0689763862
PIN 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: --
N
A
0 220 440 880 It
I I I I I I
1 inch = 400 feet
Disclaimer
(Maps makes every effort M produce and publish
Me most current and accurate information possible.
However. the maps are produced mr information purposes,
and are NOT surveys. No warranties, expressed or implied
.are provided for the data therein, its use,or b interpretation.

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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-OOD18
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: --
i.
0 220 440 880 It
I I I I I I I
1 inch = 400 feet
Disclaimer
maps makes every effort to produce and publish
the most current and accurate information possible.
Frowever, 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" interpretation.

Dr
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: --
0 220 440 880 It
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 As interpretation.

_b
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PIN:0689884196
PIN 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: IV0912014
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
0 110 220 440 it
I t t t 1 t t t I
1 inch = 200 feet
Disclaimer
Maps makes every effort to produce and publish
Me most current and accurate information possible.
ifowever, 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 is interpretation.

M
Dr
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
is
0 220 440 880 It
I t t t I t t t 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.

Dr
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 It
I t r t I r t t 1
1 inch = 400 feet
Disclaimer
Naps makes every effort to produce and publish
Me most current and accurate information possible.
However, the maps are produced for information purposes,
antl are NOT surveys. No warranties, expressed or implied
,are provided for Me data therein, its use,or 3s interpretation.
Page 19 of 73

Dr
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: LO71 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: --
i,
220 440 880 It
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 NDi surveys. No warranties, expressed or implied
.are provided for data therein, its use,or as interpretation.

Dr
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
220 440 880 ft
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and pubhsh
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 ks interpretation.

Dr
��iU
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: 11/0912014
Deed Acres: 0.44
Building Value: $0
Land Value: $26,400
Total Value: $26,400
Billing Class: Individual
Description: LO72 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: --
1.1
220 440 880 It
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.

Dr
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: --
0 220 440 880 ft
I t I t t t I
1 inch = 400 feet
Disclaimer
Afaps makes every effort 0 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 ks interpretation.

Dr
PIN: 0689766875
PIN Ext: 000
Real Estate ID: 0418812
Map Name: 0689 02
Owner: CUMMINGS, BARBARAS 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: 11/0912014
Deed Acres: 1.08
Building Value: $0
Land Value: $64,800
Total Value: $64,800
Billing Class: Individual
Description: LO48 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
I t I t t t I
1 inch = 400 feet
Disclaimer
Maps makes every effort 0 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
,ere provided for the data therein, its use,or E interpretation.
Page 24 of 73

Dr
llwau;7*
PIN:0689778086
PIN Ext: 000
Real Estate ID: 0449324
Map Name: 0689 02
Owner: CUMMINGS, BARBARAS 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: --
0 220 "0 880 It
I t t t I t t t 1
1 inch = 400 feet
Disclaimer
!Maps makes every effort 0 produce and publish
Me most current and accurate information possible.
hbwemr, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for Me data therein, its use,or its interpretation.
Page 25 of 73

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
® Section 404 Permit ❑ Section 10 Permit
I
1 b. Specify Nationwide Permit (NWP) number: 3 and 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
le.
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
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
®No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
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 26 of 73

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
4h. 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 27 of 73

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
1 c. 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: 5.89 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1233 linear feet
3d. Explain the purpose of the proposed project: Construction of single family residences, townhome residences, apartment
residences, and retail/office space. The purpose of the project is to provide needed housing opportunities as well as
retail/office space. Rehabilitation of an existing dam to repair degraded conditions.
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 buildingpads for residences and retail/office buildings as well as dam repair.
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 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. A revised JD was submitted in July 2019.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
Enclosed is a copy of the issued 404 and 401 obtained in 2019.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes Z No
6b. If yes, explain.
N/A
Page 3 of 10
PCN Form — Version 1.4 January 2009
Page 28 of 73

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
(if known)
2d.
Forested
2e.
Type of jurisdiction
Corps (404, 10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total wetland impacts:
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 -
Choose one
-
-
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts:
31. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009
Page 29 of 73

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:
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 im acts require miti ation then vou MUST fill out Section D of this form.
6a.Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer impact
number-
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total buffer impacts:
61. Comments:
Page 5 of 10
PCN Form - Version 1.4 January 2009
Page 30 of 73

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
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, one lot preparation, and minor parking lot fills. Almost
94% 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. Construction of retaining walls have minimized
wetland impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
® Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Pancho from Restoration Systems
3b. Credits Purchased (attach receipt and letter)
Type: Riparian wetland
Type: Choose one
Type: Choose one
Quantity 0.014
Quantity none
Quantity none
3c. Comments: please see the enclosed SOA letter from Restoration Systems
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
Page 6 of 10
PCN Form — Version 1.4 January 2009
Page 31 of 73

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
0 Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
no additional buffer impacts are proposed
6h. Comments:
Page 7 of 10
PCN Form — Version 1.4 January 2009
Page 32 of 73

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
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?
Z 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 rstormwater management programs
Z 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 33 of 73

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
® No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
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 213 .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 34 of 73

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; self certification for Federal T&E
& 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 Z 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 Rbertson
.
� J
oS
January 6,
2020
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(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 35 of 73

8
is
ROYAL CREEK ` a:
ENVIRONMENTAL IMPACT MAPS ��sa
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Sheet Number
Shejet Title
CWI-1.0
COVER SHEET
CWI-1.1
EXISTING CONDITIONS OVERALL
CWI-1.2
EXISTING CONDITIONS
CWI-1.3
OVERALL SITE PLAN
CWl-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
WELAND AND �tREAM IMPACTS
CWI-1.9
STREAM CROSSING IMPACT
CWI-1.10
WETLAND IMPACT 6 PROFILES
CWI-1.11
WETLAND IMPACT 4 PROFILE

— - - - - - - - --
'A I,
f 7
Ol
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p
If
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t
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1v
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7, EXISTING 5V�
TREE LINE
r y-
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—K
v, o "'A
- - - - - - - - - - - - - -
100 YEAR
FLOODPLAIN
v
r
y"t- STUDY
Q 0, o
SCALE 1 "=300'
0
fit WETLAND,/(, it
'AREA (I y P.)
360- 6 0'
It
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ZONE2E
15- SITE DATA:
EXISTING
V �61=FER]
STREAM
TOTAL SITE AREA: 56.55 ACRES
TOTAL WETLANDS: 5.55 ACRES (241937 SF)
TOTAL STREAMS: 1247 LF
EXISTIN
TOTAL OPEN WATER AREA: 2.17 AC (94645 SF)
POND
X-,
TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
0
j \
L
a I
LI
v,
0�'
v I if - - - - - - - A
EXISTING -------
"V TREE LINE
1 6
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0 0
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, \ \,
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If A Z�
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'rz
NOTES:
1 BOUNDARY INFORMATION TAKE FROM SURVEY BY
WETHERILL ENQINEERING & SURVEYING.
2. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE
COUNTY GIS.
3. STREAMS & WETLANDS TAKEN FROM SURVEY BY
WETHERILL ENGINEERING & SURVEYING AND
PRELIMINARY STREAM& WETLAND DELINEATION
BY ATLAS ENVIRONMENTAL.
4. FLOODPLAIN INFORMATION TAKEN FROM FEMA
AND WAKE COUNTY GIS. FLOODPLAINS DO NOT
EXIST ON THIS SITE PER FEMA FIRM MAP ID
3720068900J, PANEL 0689. BASE FLOOD
ELEVATION IS N/A.
5. ALL CONSTRUCTI ON SHALL BE IN ACCORDANCE
WITH TOWN OF FUQUAY-VARINA AND NCDOT
STANDARDS AND! SPECIFICATIONS.
LEGEND
EXISTING WETLANDS
E
E
u E
z ;q
g
0�
m Z4
-E
cq
0
0
CL
D
0
(A
z
0
DATE
1210912019
DR WN BY
E. ANGE
DESIGNED BY
S. HEN
CHECKED BY
J. CHANDLER
SCALE
I" = 300'
z
Lu 3
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0
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z 3
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WETLAND
AREA (TYP.)
I` \�i I'I � \, `\, -____- I I ___ / I / I / ' I \ •' � � _ '' 1 W 'W W j•/��\ `1W `, ' 1 , I I ,
� I I I ' I I I '' t \ ' I r , � _ _ _ I - / / /' / I I \ / / .. ,J ` ♦,q , , _ - 'i l , �' \ � % \ I ' , f ' 1
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lil 1 1` ' I +/ / EXISTING
.TREE LINE I \ \
III � � r - ' � ] /' / _ I � / •/•' - ' / -
it
EXISTING STREAM V.
/
,i iI i'1- ------ - _-- /''/' • Z - 100YEAR
---- FLOODPLAIN -7_ -STUDY 0
r / - - -' ' J ' afl ,' EXISTING
POND SCALE 1 "=100'
,/ ,' I/ / I - - --- _ i -. - / ,` 1 V/ `I' V/ ' ,` �' VC♦`I`' li'Illlli
it
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I' ] `', ' ,' / ,' / / r/ / 1 I / /W ' I +.' , ' _ -'/ • / W / W ]' W W \\ W I 1 11 l i I P 1
100 200
i /' , f I' / ' ' ,', � / I\ ' '/''/' ••+•• ••�•• ` ` + "W /W ]'' `I� W `I, W `I' W Ili l'll'II li `I/
`` -- l /' ' f / '' ,/ '/ � i I '-/ / '�/ J{'./ ', _ '/ •/ , //♦✓ \ ��✓' ♦✓ ' �I��'�II �'•-,'III
SITE DATA:
TOTAL SITE AREA: 56.55 ACRES
/ •'%'� ZONE BUFFER' _, ' / I'\I " '` TOTAL WETLANDS: 5.55 ACRES (241937 SF)
_ TOTAL STREAMS: 1247 LF
----- ' JI'I '//'.' `'/'�'/ ,' ' '� '',- _ /— r<;'----'',1'`\\ TOTAL OPEN WATER AREA: 2.17 AC (94645 SF)
_-' - AREA P:� I / / , - , r . / - 11 1 TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
ACR ' ' ' ' I I 1 11 IItu
1
EXISTING
TREE LINE
ZONE 1 BUFFER
i�.
.
sED
NOTES:
1. BOUNDARY INFORMATION TAKE FROM SURVEY BY
WETHERILL ENGINEERING & SURVEYING.
2. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE
COUNTY GIS.
3. STREAMS & WETLANDS TAKEN FROM SURVEY BY
WETHERILL ENGINEERING & SURVEYING AND
PRELIMINARY STREAM & WETLAND DELINEATION
BY ATLAS ENVIRONMENTAL.
4. FLOODPLAIN INFORMATION TAKEN FROM FEMA
AND WAKE COUNTY GIS. FLOODPLAINS DO NOT
EXIST ON THIS SITE PER FEMA FIRM MAP ID
3720068900J, PANEL 0689. BASE FLOOD
ELEVATION IS N/A.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH TOWN OF FUQUAY-VARINA AND NCDOT
STANDARDS AND SPECIFICATIONS.
LEGEND
EXISTING WETLANDS
---------'"
0
o'
aQ
Z p
n
� DATE
O
r 12/09/2019
DRAWN BY
E. ANGE
•
DESIGNED BY
•
S. HEIN
•
[NECKED BY
1. CHANDLER
. •
SGLE
1"=100'
•
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2
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41166 is
• SHEET NO. 1 8

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56 65
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2
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BUFFER • 9
/
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SCALE 1"=300'
•
S. NEM
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- ° °
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SITE DATA:
�•
I
w
—
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3
7 b
TOTAL SITE AREA: 56.55 ACRES
TOTAL WETLANDS: 5.55 ACRES (2741937 SF)
'
as
---
— ®
2
r
TOTAL STREAMS: 1247 LF
TOTAL OPEN WATER AREA: 2.17 AC (94645 SF)
TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
C
O
— —
ZONE 1
�+' 43
i3
NOTES:
o�
S
— —
BUFFER
ai
in :a :s i6
�0 1
1. BOUNDARY INFORMATION TAKE FROM SURVEY BY
�
Y
a.
a03
19 :6 ,
A
WETHERILL ENGINEERING & SURVEYING.
W
0
Z
... - ;6 ;6 35 3+ 33 .
,(
2. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE
COUNTY GIS.
�
U
g
w
„
-
/
\ /
3. STREAMS &WETLANDS TAKEN FROM SURVEY BY
WETHERILL ENGINEERING & SURVEYING AND
J 3
Q
V)
�'
M-1.4
PRELIMINARY STREAM & WETLAND DELINEATION
(Aa
s
//'
BY ATLAS ENVIRONMENTAL.
4. FLOODPLAIN INFORMATION TAKEN FROM FEMA
O
w
„7
r
/
I
I151
4 n8
1/
/ m / •
"
AND WAKE COUNTY GIS. FLOODPLAINS DO NOT
EXIST ON THIS SITE PER FEMA FIRM MAP ID
=
�
3720068900J, PANEL 0689. BASE FLOOD
O
5 3
/
/ '
ELEVATION IS N/A.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE
66
WITH TOWN OF FUQUAY-VARINA AND NCDOT
STANDARDS AND SPECIFICATIONS.
I
LEGEND
IOB NJ.
I
EXISTING WETLANDS
41166
5��
-
Pa

— — — — — — — — — —
-- -_ --
FFE
•• •
f\l/ •'':�
E
A
ER LANE
O......
\I/ \1/ \l/ \l/
\l/
•
w ry
- - - - - - - _
I
- - - - - - - � - _ - - — - _
_ � \li
\1/ \!/ \lam � �
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B� t! lY N
Woo M
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KALAMATA DRIVE
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in
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— — — — — — — — — -,
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I I I I I I I I I I I I I
,,••'' •
I
I 48
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--- —
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14
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SCM #2
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12/09/2019
DRAWN BY
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- -
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J
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BUFFER
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/
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SCALE 1"=300`
•
DESIGNED BY
S. HE1N
/
/
W W
•
[NECKED BY
.
/ \
:
/
EXISTING
• •
CHANDLER
BGALE
/
......., , ; , -::
_=
4/
0 300' 600'
El
SITE DATA:
TOTAL SITE AREA: 56.55 ACRES
`I' :,`�r�
•""'"'
•,: ••'•`I' ,
,^\
TOTAL WETLANDS: 5.55 ACRES (241937 SF)
'"
`I' `I'
`1'
'`
TOTAL STREAMS: 1247 LF
_
; •'
,
6
TOTAL OPEN WATER AREA: 2.17 AC (94645 SF)
�I'�
;;
'•' :' ,'
'' \\
TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
•• 1
• /
44 /
// /
/ \ l0
I
ZONE 1
�;
\\,�%'43
'9 �� ., % \\
Q�� ��'�
NOTES:
1. BOUNDARY INFORMATION TAKE FROM SURVEY BY
_
o
S
BUFFER
— '
�%
\
, ,%
�' t8
Y
, ,
`•.•.••:; , `
,�/'
\ ,,,
/' ,
,' \ \
WETHERILL ENGINEERING & SURVEYING.
W
2. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE
COUNTY GIS.
W °
Z
20
3. STREAMS & WETLANDS TAKEN FROM SURVEY BY
z
g
4+ ��
J W
CL
WETHERILL ENGINEERING & SURVEYING AND
a
w
19
PRELIMINARY STREAM & WETLAND DELINEATION
a
Ui
BY ATLAS ENVIRONMENTAL.
4. FLOODPLAIN INFORMATION TAKEN FROM FEMA
O
>
AND WAKE COUNTY GIS. FLOODPLAINS DO NOT
••• ••• ••
'
''
\\\
I I P ID
MA EXIST ON THIS SITE PER FEMA FIRM
O
�
�,
` \�
�.' 38
3720068900J, PANEL 0689. BASE FLOOD
-- _--- - _ __ .•'''
ELEVATION IS N/A.
'
, ___-';
•'
,
�
\ ' \
\
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE
W W W /
\
WITH TOWN OF FUQUAY-VARINA AND NCDOT
SCM #1 1� t smnoi
STANDARDS AND SPECIFICATIONS.
•
MEGPLEGEND
'
I tog
tt11 t+o 1 1 /
*���
EXISTING WETLANDS ���
INN
I NO,
41166
SHEEr NO.
113 ,to I I
PO
�4��

0
d=
d==
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a
F
ad
Ao
$
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izios/zoro
F ary F
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5. FW
rneaeo s.
•
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SG•E
•
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aa,ao6
W ETLAN D AND STREAM IMPACTS
WETLAND IMPACT
STREAM IMPACT
30' ZONE 11MPACT
20' ZONE 21MPACT
MAP
IMPACT
IMPACT SPECIFICATION
PERMANENT
TEMPORARY
SHEET
NUMBER

pe �,
—GEL�ER,RS?l+
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�
, I��IN y � _ 7•S_ I
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IrlA��.
_
I
I
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r
-------------
_----_
-
-+
SCALE 111=100'
0 100, 200'
SITE DATA:
TOTAL SITE AREA: 56.55 ACRES
TOTAL WETLANDS: 5.55 ACRES (241923 SF)
TOTAL STREAMS: 1247 LF
TOTAL OPEN WATER AREA: 2.17 AC (94645 SF)
TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
WETLAND & STREAM IMPACT LEGEND:
®
PERMANENT WETLANDS - GREEN
PERMANENT STREAM - ORANGE
®
TEMPORARY WETLANDS -PURPLE
TEMPORARY STREAM - BLUE
®
BUFFER IMPACT - ZONE 1
®
BUFFER IMPACT - ZONE 2
LEGEND
EXISTING WETLANDS

V/` W W -, 7V/ �l/ V/` \
r6k
33 !s 'N !o 79 76 VJETLA �', 74 -- _ 1WETLAND IMPACT ND IMPACT 12 TEMPORARY FO TEMPORARY FOR RCONSTR CTION SF •. .... CONSTRUCTION\-47
....... 703 SF�, TT
I IWETLANDIMPACTII`I( 43 4i 4+ WETLAND IMPACT 12 y' �PERMANENT ROAD FILL � ;. _ _ _ _ _ _ -- I _ I I I - -I I PERMANENT ROAD FILL , / 990 SF
1 ---------- - -
STREAM IMPACT 10 -- `�' - _.`_;'...._..: f^
• -=� =, -I J` LAMA R E / " `�`','� - TEMPORARY fOR "," �I.'�' � //� T // -
I' CONSTRUCTION
�36 LF/106 SF
49
ZONE 2 BUFFER IMPACT 10 ' ' / - / I' ♦ \ / _ �r _ _,1 "- II II ,IL ' II , fPERMANENT RO6A4D02FILL f ' STREAM IMPACT
wa a7 SF PERMANENT ROA1D0 FILL
r
_
48 _� \ _" , 82 LF l245 SF
— _ — — - - WETLAND IMPACT 8REAR LANE
PERMANENT ROAD FILL
47 ---1 F ZONE 1 BUFFER IMPACT 10 2637 SF
FILL
- - _-- - PERMANENT ROAD
'� _---- — 75096E
n \�
\ T - jgxg e n.. / sa n WETLAND IMPACT
SCM." 'e _ PERMANENT LOT FILL
1
1176 SF
11 -
' , l- WETLAND IMPACT 9 i
TEMPORARY FOR >
ZONE 2 BUFFER IMPACT 7
238 SF
/ SCM DISCHARGE - , CONSTRUCTION
471 SF a / % / \
I - - - - - WETLAND IMPACT 17
PERMANENT IMPACT
ZONE 1 BUFFER IMPACT 7 , OUTLET STRUCTURE
SCM DISCHARGE t. _!' 233 SF
II/ 410 SF _ - - -� -- WETLAND IMPACT 17
- - - - CL ✓ f ' / / -' / 4�/, WETLAND IMPACT 8 TEMPORARY FOR
- -✓� / - r•' '' TEMPORARY FOR CONSTRUCTION
CONSTRUCTION 1078 SF
698 SF
----- WETLAND IMPACTS/
r PERMANENT IMPACT WETLAND IMPACT6
�'•`• �• ROAD FILL CONSTRUCTIONS �' \\ SCALE 1"=100'
RARYFOR
ZONE 2 BUFFER IMPACT 5 n 7480 SF '
STORM SEWER DISCHARGE a ; , %,' '� / '�,> 2000 SF
SITE DATA:
TOTAL SITE AREA: 56.55 ACRES
WETLAND IMPACT4 TOTAL WETLANDS: 5.55 ACRES (241937 SF)
_-� /,,;,' / '�, �• `
TEMPORARYFOR >� TOTAL STREAMS: 1247 LF
— \ TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
CONSTRUCTION \
WETLAND IMPACT 2 � `` `U,- 434 SF
' ZONE 1 BUFFER IMPACT 1 - -TEMPORARY \
254 SF - CONSTRUCTION
FOR
SCM DISCHARGE
i ` 253 SF /�Irt WETLAND & STREAM IMPACT LEGEND:
_ A•• w v, WETLAND IMPACT J, �� WETLAND IMPACT NE.:_ PERMANENT WETLANDS - GREEN
N47 <' �,' PERMANENT ROAD FILL PERMANENT ROAD FILL!"
_ � � +•: - 145 SF PERMANENT STREAM -ORANGE
gZONE 2 BUFFER IMPACT 1 /' — - - -'� ! ��p `- _ ® TEMPORARY WETLANDS -PURPLE
`g / SCM DISCHARGE. '• ', i <-' _ + PUMP `l _
o 411 SF ; /� ;�# t I §TATI A- TEMPORARY STREAM - BLUE
® BUFFER IMPACT -ZONE 1
WETLAND IMPACT 3
s, ;\ TEMPORARYFOR A E. LAND IMPACT 3 \ ® BUFFER IMPACT - ZONE 2
- - CONSTRUCTION ' "PERMANENT ROAD FILL _

E
s
g
e
94 ; 1
�
49
I 1-" I I I
_ 95" �94 991921 91 I
9 •6•1i 87 1'•6 •g .I •b
v v
v WETLAND IMPACT 13
PERMANENT IMPACT
WALL FILL
209SFV, v A vv
_ WETLAND IMPACT 13
TEMPORARY FOR
\'1L �XV CONSTRUCTION i•
ID IMPACT I4 %
NENTIMPACT �� �466 SF r \\ •` •` \\, ,�` A
`
WALL FILL
306 SF 'vli '�1.ri I. l •E •' •/
/ v / 4' _ WETLAND IMPACT 14
TEMPORARY FOR
CONSTRUCTIONS` \ SCALE 1"=100'
943 SF
4, l _ w w '�v v� v
�I 1 100, 2(0'
SITE DATA:
TOTAL SITE AREA: 56.55 ACRES
TOTAL WETLANDS: 5.55 ACRES (241923 SF)
\ / •""W •••:..•• \ TOTAL STREAMS: 1247 LF
TOTAL PROPOSED IMPERVIOUS: 40.96 ACRES
WETLAND IMPACT IS\L'`
vVvV V\ v TEMPORARY FOR
------- ri'��� \� CONSTRUCTION
� \ 328 SF
WETLAND IMPACT 15 L
PERMANENT IMPACT \j� •;.�
WETLAND IMPACT 16 WALL FILL
TEMPORARY FOR _ 136 SF
IV CONSTRUCTION
555 SF
d ..1..
Y7R.
WETLAND 8 STREAM IMPACT LEGEND:
®
PERMANENT WETLANDS - GREEN
PERMANENT STREAM - ORANGE
®
TEMPORARY WETLANDS -PURPLE
TEMPORARY STREAM - BLUE
®
BUFFER IMPACT - ZONE 1
®
BUFFER IMPACT - ZONE 2
s
0
g
1210912019
oRrwx a
K AXION
•
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41166 i
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WETLAND & STREAM IMPACT LEGEND:
® PERMANENT WETLANDS - GREEN
PERMANENT STREAM - ORANGE
® TEMPORARY WETLANDS - PURPLE
® TEMPORARY STREAM - BLUE
® BUFFER IMPACT -ZONE 1
® BUFFER IMPACT -ZONE 2
390
PR(
(DESIG
385
380
375
PROPOSED
POSED WALL
GRADE
BY OTHERS)
1
EXISTING
GRADE
1480 RCP
10
0D
�o
co
M
390
EL.Lf
375
-0+50 0+00 1+00
SOUTHWEST WALL PROFILE
STREAM IMPACT 10
TEMPORARY FOR
CONSTRUCTION
36 LF 1106 SF
ZONE 2 BUFFER IMPACT 10
PERMANENT ROAD FILL'
6402 SF
9r / �, '
ZONE 1 BUFFER LACT 10
PERMANENT ROAD FILL
75D9 SF�,�
�390 i %.0+00
ri
PROFILE SCALE
395
390
385
RETAINING
WALL —
380
EXISTING
GRADE
375
n
M
1• 00 �o
CENTERLINE'S,
L I/ ' OF STREAMM/r ZONE 2 396
BUFFER
ZONE 1
BUFFER
�
PROPOSED
GRADE
86 LF
48" RCP
1.280/0
^o
MM
MCm')
395
390
ROAD FILL
385
— RETAINING
WALL
380
375
9+8010+00 11+00
STREAM CROSSING PROFILE
SCALE 1"=50'
0 50' 100'
PROPOSED WALL PROPOSED
(DES N BY OTHERII)
390 L 390
GRADE
375 375
1 mm
-0+50 0+00 1+00
NORTHEAST WALL PROFILE
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WETLAND & STREAM IMPACT LEGEND:
®
PERMANENT WETLANDS - GREEN
PERMANENT STREAM -ORANGE
®
TEMPORARY WETLANDS - PURPLE
TEMPORARY STREAM - BLUE
®
BUFFERIMPACT-ZONE1
®
BUFFER IMPACT - ZONE 2
PROPOSED WALL PROPOSED
(DESIGN BY OTHERS) GRADE
385 385
380
375
370
36" RCP
36" RCP
7
EXISTING
36" RCP
GRADE
o
No
�
�
O
M
M
380
6
375
370
-0+50 0+00 1+00
WEST WALL PROFILE
ol
o 1
0 60
PROFILE SCALE
395
390
385
RETAINING
WALL
380
EXISTING
GRADE
375
M
i
390
ROAD FILL
385
RETAINING
WALL
380
375
9+8010+00 11+00
WETLAND CROSSING PROFILE
PROPOSED
GRADE
63:F
36" RCP
@ 1.59%
co
O ^
M
01
M
cn
WETLAND IMPACT 17
PERMANENTIMPACT
OUTLETSTRUCTURE
233 SF
WETLAND IMPACT 17
TEMPORARY FOR
CONSTRUCTIONS
1078 SF
SCALE 1"=50'
0 50e 100,
390 390
PROPOSED
PROF OSED WALL GRADE
(DESIGN IY OTHERS)
385 385
380 380
36" RCP
EXISTING 36" RCP
GRADE
375 375
-0+50 0+00
EAST WALL PROFILE
1+00
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WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT STREAM - ORANGE
TEMPORARY WETLANDS - PURPLE
TEMPORARY STREAM - BLUE
MM
BUFFER IMPACT -ZONE 1
01M
BUFFER IMPACT - ZONE 2
WETLANO ACT4 N,,
TEMPORARY FOR
CONSTRUCTIONS 0&1
1747 SF
385
380
INV IN 381.51 FIR (1!
375
370
'�3
D14
390
EXISTING
PR(
POSED GRADE
GRADE
96
LDI-1
FES-2-j
@ J55,10
OP 382.95
TOP 387.7
inch RCP)
INV OUT 3
Lo
00
m
385
380
0
13.26 TO (15 inch RC P)
375
370
SCALE V=50'
0 50' 100,
0 60
PROFILE SCALE
1
21
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OFILE

Royal Creek Permit Application Impact Tables
Wetland Impact Table
Wetland Impact
Type of
Impact Map #
PorT
Wetland Type
Forested
Jurisdiction
Area
Notes
Number
Impact
Recently Logged
Reduced from 0.185 in first
W1
6
P
Fill
Bottornland
NO
Corps
0.172
application
Hardwood Forest
Recently Logged
Increased from 0.040 in first
W2
6
T
Fill
Bottomland
NO
Corps
0.046
application
Hardwood Forest
Bottomland
W3
13
P
Fill
YES
Corps
0.0048
Parking lot wall fill
Hardwood Forest
Bottomland
Parking lot wall fill temporary
W4
13
T
Fill
YES
Corps
0.0107
Hardwood Forest
construction access
Bottomland
W5
14
P
Fill
YES
Corps
0.007
Parking lot wall fill
Hardwood Forest
Bottornland
Parking lot wall fill temporary
W6
14
T
Fill
YES
Corps
0.0216
Hardwood Forest
construction access
W7
'15
P
Fill
Bottomland
YES
Corps
0.0031
Parking lot wall fill
Hardwood Forest
Bottomland.
Parking lot wall fill temporary
W8
15
T
Fill
YES
Corps
0.0075
Hardwood Forest
construction access
Bottomland
Temporary construction access for
W9
16
T
Fill.
Hardwood Forest
'YES
Corps
0.0127
building
Recently Logged
W10
17
P
Fill
Bottomiand
NO
Corps
0.0053
Dam rehabilitation
Hardwood Forest
Recently Logged
Wil
17
T
Fill
Bottornland
NO
Corps
0.0247
Dam rehabilitation
Hardwood Forest
I
I
Page 48 of 73

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2014-00116 County: Wake County U.S.G.S. Quad: Lake Wheeler
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Barrett Blackburn
Cambridee-FV, LLC
Address:
831 E Morehead Street
Charlotte, NC 28020
Telephone Number:
Size (acres) 704-333-2393 Nearest Town FuQuay Varinit
Nearest Waterway Mills Branch River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.6672759675553
Longitude: -78.7048052651783
Location description: The proilect site is anuroximately 67 acres located arloacent to Ten Ten Road, bordered to the east by
Chalice Lane, near the town of Fuouav Varina. Wake Countv. North Carolina. Acuatic resources on site drain to Mills
Branch in the Neuse River basin.
Description of projects area and activity: This vermit verification allows for 82 linear feet of i3ermanent stream channel
imimets, 36 linear feet of temporarV stream channel impacts, 0.353 acre of permanent wetland impacts, and 0.113 acre of
temporary wetland inivacts from fill associated with the installation of two road crossines and lot fill for the Royal Creek
residential subdivision in accordance with the below impact table. Mitileation is required for this proposal.
wERANDAIIIIIISTRUMIMPACIS
I
IMETLAMD IMPACT
I
STRUM IMPACr
SIP ZONE I IMPAXT
MAP
IMPACF
IMPACrSPEaFIUTION
-
SHEET
NUMIEEP
I (W if
M
TEMPORARY
I (SF)
If A[
I (LFJ
1 (9)
11 AC
TEMPORARY
I LEI I
[Sf
: AC
"IRMANENT
sE I
AC
IF R I�Nl
(SF)
N t
I W)
cwl
I
SCM DISCHARGE/FILL
254
0.006
411
0.009
CM-1.6
2
ROAD Flu
145
04033
253
ams
M-1.6
3
ROAD FILL
535
0.0123
592
Ol
CW1.1.6
4
ROADFILL
11101
0JO415
434
0.0100
M-1.6
5
STORM SEWER DISCHARGE
405
0 DDS
(WI-1.6
6
li
SM
10.1115
1747
0.040
CM-1.6
7
SCM DIKHARGE/FILL
41G
0 009
471
0011
CW-1.115
a
ROAD Fitt
J637
OD61
6M
06016
CWI-1.6
9
LOT FILL
1176
0.027
239
MOOS
CWi
10
STREAM CROSSING/ROAD Flu
12
20
01]
36
106
QW241
7SM
0172
W2
0.147
M-1.6
11
ROADFILL
M
0.02271
703
"1611
CWI-1.6
12
ROADIFILL
I K
, 00071
2"
QAMI
TUFAL
11536
1.353
1 4942
M113
1 82
36
8173
DAN
7689
1117
Applicable Law: Z Section 404 (Clean Water Act� 33 USC 1344)
El Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: NWP 29 Residential Developments
SEE A ITA CHED R GP or NWP GENERAL, RE GIONAL A NDIOR SPECIA L CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the affached
conditions and your submitted application and attached information dated March 20, 2019. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, 2 restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit� activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Page 49 of 73

SAW-2014-00116
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Arniy verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact James Lastinger at [phone] or James.C.Lastingerausace.army.mil.
Corps Regulatory Official:
Date: April 26,2019
Expiration Date of Verification: March 18, 2022
A. Determination of Jurisdiction:
1. Z There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
33 1). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for fin-ther
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and -the appeal process concluded prior to the commencement of any
work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. Fj There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
3. F-1 There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
4. F-1 A jurisdiction determination was not completed with this request. Therefore, this is not an.appealable action. However, you
may request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. 7 The aquatic resources within the above described project area have been identified under a previous action. Please reference
the approved jurisdictional determination issued . Action ID: SAW-
B. Basis For Jurisdictional Determination: See attached Preliminary JD form
C. Remarks: A site visit was conducted on March 6, 2018 to verify the extent of aquatic resources on site.
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
Page 50 of 73

SAW-2014-00116
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 33 1. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOMI 5
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by _.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
James Lastinger
Date of JD: And] 26, 2019
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
h=://corpsmVu.usace.g=.mil/cm gpex/f?p=l36A:0.
Copy furnished:
Jennifer Robertson
Atlas Environmental Inc
712 En2lish Tudor Lane
Charlotte, NC 28211
Page 51 of 73

SAW-2014-00116
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this 1permit, mitl2ation shaR be provided in
accordance with the provisions outlined on the most recent version of the affached Compensatory
Mitigation Resiponsibift Transfer Form. The reguirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this Perm
authorization.
Page 52 of 73

Action ID Number: SAW-2014-00116 County: Wake County
Permittee: Barrett Blackburn
Cambridge-FV, LLC
Project Name: Royal Creek/Ten Ten Rd/Fuquay Varina/Wake County
Date Verification Issued: April 26, 2019
Project Manager: James Lastinger
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Dr., -suite 105
Wake Forest, NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date
Page 53 of 73

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
Applicant: Barrett Blackburn, Cambridge-FV, LLC er: SAW-2014-00116 Date: April 26,2019
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Pen -nit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I -" Wollowing identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at httv://www.usace.apm.mil/Missions/CivilWorks/RegulatoryProgiramandPerrnits.aspx or
Zoms.xmlations at 33 CFR Part 33 1,.;.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section H of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
Page 54 of 73

IE: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD. I
TO AN INITIAL PROFFERED
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is alreadv in the administrative record.
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Attn: James Lastinger
69 Darlington Avenue
Wilmington, North Carolina 28403
919-554-4884 ext 32
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1 OM 15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
Date:
or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Ann: Mr. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]
Page 55 of 73

SAW-2014-00116
PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: April 26,2019
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Jennifer Robertson, Atlas Environmental Inc., 712
English Tudor Lane, Charloffe, NC 28211
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG-R, Royal Creek subdivision, SAW-2014-0011
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project site is approximately 67 acres
located adiacent to -Ten Ten Road, bordered to the east by Chance Lane, near the town of Fucivav Varina, Wake
County, North Carolina. Aquatic resources on site drain to Mills Branch in the Neuse River basin. Please see the
attached table and mab entitled "Fuguay Varina Multi -Family Proiect" dated December 6, 2017 for approximate
size and locations of aquatic resources on site.
(USE THE TABLE BELOW TO DOCUMENT. MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County/parish/borough: Wake City: Fuguay Varina
Center coordinates o,f site (lat/long in degree decimal format): Lat.: 35.7059' Long.: -78.9192'
Universal. Transverse Mercator:
Name of nearest waterbody: Mills Branch
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
0 Office (Desk) Determination. Date:
E]Field Determination. Date(s): March 6, 2018
TABLE OF AQUATIC RESOURCES INREVIIEW AREA WHICH "MAY, BE" SUBJECT TO REGULATORY
JURISDICTION.
Site �
Number
Latitude (decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in.
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non-
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
CH 100
35.6673
-78.7638
1,233 linear feet
Non -wetland
Section 404
WL 1000
3-5.6680
.-78.7034
0.586
Wetland
Section 404
WL 1100
35.6663
-78.7023
0.924
Wetland
Section 404
WL 1200
35.6666
-78.7043
0.716
Wetland
Section 404
WL 1300
35.6680
-78.7034
0.024
Wetland
Section 404
VyrL 1400
35.6661
-78.7047
0.029
Wetland
Section 404
WL 1500
35.6653
-78.7056
1.139
Wetland
Section404
WL
1500A
35.6653
-78.7056,
0.005
Wetland
Section 404
WL 1600
35.6661
-78.7047
.0.004
Wetland
Section 404
WL..1700-
35.6661
-78.7059
0.275
Wetland
Section 404
WL 1800
35.6680
-:78.7034
0.625
Wetland
Section 404
WL 1900
35.6680
1.-78.7034
2.161
Wetland
Section 404
WL 2000
35.6690
1 -78.7070
0.108
Wetland-
Section 404
Page 56 of 73

SAW-2014-00116
WL 2100
35.6690
-78.7070
0.0095
Wetland
Section 404
WL 2200
35.6690
-78.7070
0.088
Wetland
Section 404
WL 2300
35.6684
-78.7085
0.109
Wetland
Section 404
WL 2400
35.6684
-78.7085
0.007
Wetland
Section 404
Pond 1
35.6664
-78.7034
01.226
Non -Wetland
Section 404
Pond 2
35.6685
-78.7070
0.15
Non -Wetland
Section 404
Page 57 of 73

SAW-2614-00116
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general permit,
and the permit applicant has not requested an AJD for the activity, the permit applicant is
hereby made aware that: (1) the permit applicant has elected to seek a permit authorization
based on a PJD, which does not make an official determination of jurisdictional aquatic
resources; (2) the applicant has the option to request an AJD .before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AJD could
possibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can accept
a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary;
(5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a
permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a PJD constitutes agreement that
all aquatic resources in the review area affected in any way by that activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court;
and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and
conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources
in the review area, or to provide an official delineation of jurisdictional aquatic resources in
the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:
Page 58 of 73

SAW-2014-00116
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: "Fuquav Varina Multi -Family Proiect" dated December 6, 2017
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas: Arc GIS online viewer NHD dataset
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Fuquay Varina Quad
® Natural Resources Conservation' Service Soil Survey. Citation: Wake County 100
National wetlands inventory rnap(s). Cite name: _
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): undated
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corns and should not be relied upon for later inrisdictional
determinations.
Signature and date of Regulatory
staff member completing PJD
Signature and date of person
requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing
an action. Page 59 of 73

Fuquay Multi -Family Project
Potential Waters of the U.S. Aquatic Resource Sketch Map !_=
Sketcn neap proviaea for uwstrative purposes
and preliminary planning only. Not intended to
be relied upon for exact location, dimension, or
orientation. All findings and assessments are
subject to verification from the Army Corps of
Engineers, NC Division of Water Resources,
and/or other appropriate local authorities. Do
not reproduce map set except in its entirety
0
\%�
Legend
Q Revised Boundary
Contours, 2 Ft \
Delineation
-- Intermittent
— Linear Wetland
— Perennial /
— Pond l
— Wetland
D a
a
o
0 /
Created: Dec, 06, 2017
0 250 500 750 1000 ft

Potential Wetland 2200
Potential Wetland 2100
Potential Wetland 2000
Potential Wetland 2300
Potential Wetland
2400
Legend
Q Revised Boundary
Delineation
Intermittent
Linear Wetland
— Perennial
Pond
— Wetland
Fuquay
Multi
-Family
Project
Potential Waters of the
U.S.
Aquatic
Resource Sketch Map
Pond 2
Potential Wetland 1900
Potential Wetland 1800
Potential Non Wetland CH 100
Created: Dec, 06, 2017
3 of 4
SKetcn Map proviaea Tor uiustrative purposes
and preliminary planning only. Not intended to
be relied upon for exact location, dimension, or
orientation. All findings and assessments are
subject to verification from the Army Corps of
Engineers, NC Division of Water Resources,
and/or other appropriate local authorities. Do
not reproduce map set except in its entirety

Potential Wetland 1800 1
Potential Non -Wetland
CH 100
Potential Wetland 1700
Potential Wetland
1500A
'otential Non Wetland
100
Legend
Q Revised Boundary
Delineation
Intermittent
Linear Wetland
— Perennial
Pond
— Wetland
Fuquay Multi -Family Project
Potential Waters of the U.S. Aquatic Resource Sketch Map
4 of 4
_114i n
RONM�UTI
a
Potential Wetland 1000
Potential Wetland 1300
Potentiial Non Wetland
Pond 1
Potential Wetland 1100 1
Potential Wetland 1200
Potential Wetland 1400 1
Potential Wetland 1600 1
Potential Wetland 1500 1
Sketcn Map provioea for uiustrative purposes
and preliminary planning only. Not intended to
be relied upon for exact location, dimension, or
orientation. All findings and assessments are
subject to verification from the Army Corps of
N Engineers, NC Division of Water Resources,
j� and/or other appropriate local authorities. Do
not reproduce map set except in its entirety
Created: Dec, 06, 2017
1
100 200 300 400 ft

ROY COOPER
Governs•
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Dtrrclor
June 7, 2019
Barbara S. Cummings
Royal Mark David King
7925 Lake Wheeler Road
Raleigh, NC 27603
NORTH CAROLINA
Environmental Quality
DWR #19-0382
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B .0233) WITH ADDITIONAL CONDITIONS
Royal Creek
Dear Sir and Madam:
You have our approval for the impacts listed below for the purpose described in your
application received by the Division of Water Resources (Division) on March 27, 2019 with
payment received on March 28, 2019 with additional information received on May 28, 2019.
These impacts are covered by the attached Water Quality General Certification Number 4139
and the conditions listed below. This certification is associated with the use of Nationwide
Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers. Please note
that you should get any other federal, state or local permits before proceeding with your
project, including those required by (but not limited to) Sediment and Erosion Control, Non -
Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions. of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02B..0506(b)(c)] and15A'NCAC
02B .0233(8)]
North Guroliva Depm-unent of Envinmunental Qua8ty I Division of d6alm Resuug(es
D_ ItaBO RCyionul Afii- 1380U Hallett Drive : !:neigh, Noe th Carotins 27601) Page 63 Of 73
n`�aimw�meiovsweoney elcga� �`� �i1471r142()() _

Royal Creek
DWR #19-0382
401 AND BUFFER APPROVAL
Page 2 of 5
Type of impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
W1: Road fill (Impact #2)
0.0033 (acres)
0.0058 (acres)
W2: Road Fill (Impact #3)
0.0123 (acres)
0.0136 (acres)
W3: Road Fill. (impact #4)
0.0415 (acres)
0.0100 (acres)
W4: Road Fill (impact #6)
0.1850 (acres)
0.0400 (acres)
W5: Road Fill (Impact #8)
0.0610 (acres)
0.0160 (acres)
W6: Lot Fill (Impact #9)
0.0270 (acres)
0.0050 (acres)
W7: Road Fill (Impact #11)
0.0227 (acres)
0.0161(acres)
WS: Road Fill (Impact #12)
0.0007 (acres)
0.0064 (acres)
Stream
S1: Culvert (Impact #10)
82 (linear feet)
0 (linear feet)
S2: Construction Access (Impact #10)
0 (linear feet)
36 (linear feet)
Buffers - Zone 1
B1:. SCM Construction & Discharge (Impact #1)
254 (square feet)
0.(square feet)
83: SCM Construction & Discharge (impact #7)
410 (square feet) .
0 (square feet)
B4: Road Crossing (Impact #10)
7,509 (square feet)
0 (square feet)
Buffers - Zone 2
B1: SCM Construction & Discharge (impact #1)
411(square feet)
0 (square feet)
132: Storm Sewer Discharge (Impact #S)
405 (square feet)
0 (square feet)
B3: SCM Construction & Discharge (impact#7)
471(square feet)'-
0 (square feet)
1
B4:,Road Crossing (Impact #10)
6,402 (square feet)
0 (square feet)
2. Stormwater Management Plan (SMP} Approval from Local Community Reguired
The stormwater management plan (SMP) must be approved by the Town of Fuquay-Varina
and meet the requirements of this Certification. The SMP may not be modified without
prior written authorization from the Town of Fuquay-Varina. [15A NCAC 02H .0506(b)(3))
3. Visual monitoring of the unnamed tributary at Buffer Impact #1, 5 and 7 (61, B2 and 133)
shall be conducted immediately following installation of the culvert and quarterly
thereafter. Monitoring shall occur at least once a year during a rain event that results in
precipitation amounts of % inch or greater. Pictures shall be taken of the stream and
streambank conditions immediately upstream of the impactarea and downstream of the
impact area during each monitoring event. If visual monitoring indicates that banks of the
unnamed tributary are exhibiting erosion or that the channel is significantly flooded during
I
recipitation events, the DWR Raleigh Regional Office (RRO) shall be notified in writing.
Page 64 of 73

Royal Creek
DWR #19-0382
401 AND BUFFER APPROVAL
Page 3 of 5
If visual,monitoring conducted pursuant to the condition above indicates that the unnamed
tributary is overwhelmed, unstable, or that the banks of the unnamed tributary are
unstable, then the Permittee shall conduct a detailed analysis of the cause and propose a
resolution to DWR RRO. Upon approval by DWR RRO, the Permittee shall implement the
resolution accordingly.
4. Compensatory Mitigation Using a Private Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received a Statement of Availability letter from EBX-Neuse 1, LLC Neuse Riparian
Buffer Umbrella Mitigation Bank (EBX-Neuse 1), RES Neuse Buffer and Nutrient Offset
Umbrella Mitigation Bank (RES) or EBX Upper Neuse Riparian Buffer Umbrella Mitigation
Bank (EBX) to meet this mitigation requirement. The specific bank site to be debited will be
Arrington Bridge I, Buffalo Branch, Selma Mill, Cedar Grove, Hatley, Ezell, Polecat, Hannah
Bridge, Meadow Spring, and Stone Creek all located in HUC 03020201. Also, The Division
has received a Statement of Availability letter from Restoration Systems, LLC. The specific
bank site to be debited will be Weaver Farm, Pancho, and Half Mile all located in HUC
03020201. Until the EBX-Neuse I, RES, EBX or Restoration Systems, LLC receives and clears
your payment, and proof of payment has been provided to this Office, no impacts specified
in this Authorization Certificate shall occur. For accounting purposes, this Authorization
Certificate authorizes payment to EBX-Neuse I, RES, or EBX to meet the following
compensatory mitigation. requirement [15A NCAC 02H .0506 (b)(6)]:
Compensatory
Bank Sponsor
River & Sub -basin
Mitigation _Required
Number
Buffer-
22,527.0 (square feet)
EBX-Neuse I, RES, EBX, or
03020201-Not in Falls
Zone 1
Restoration Systems, LLC
Lake Watershed
Buffer-
10,210.5 (square feet)
EBX-Neuse I, RES, EBX, or
03020201-Not in Fails
Zone 2
Restoration Systems, LLC
Lake Watershed
Total:
32,737.5 (square feet)
S. The permittee shall report to the Raleigh Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200] including
but not limited to sediment impacts, and any violation of state regulated riparian buffer
rules .[15A NCAC 02B .0200]. Information shall be provided orally,within 24 hours (or the
next business day if a weekend or holiday) from the time the applicant became aware of the
circumstances. A written submission shall also be provided within 5 business days of the
time the applicant becomes aware of the circumstances. The written submission shall
contain a description of the noncompliance, and its causes; the period of noncompliance,
including exact dates and times, if the noncompliance has not been corrected, the
Page 65 of 73

Royal Greek
DWR #19.0382
401 AND BUFFER APPROVAL
Page 4 of 5
anticipated time compliance is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case -by -case basis..
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high. visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507' (c)]
7. This approval is for the purpose and design described in your application. The plans and
specifications for.this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02B.0507(d)(2)j ,
This approval and its conditions are final and binding unless contested. [G.S..143®215.5]
This Certification and Buffer Authorization can be contested as provided in General Statute
150E by filing a written petition for an administrative hearing to the Office of Administrative
Hearings (hereby known as OAH) within sixty (60) calendar days.
A petition form maybe obtained from the OAH at htt w ww.ncoah.com or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS,. FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
Page 66 of 73

Royal Creek
DWR #19-0392
401 AND BUFFER APPROVAL
Page 5 of 5
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DWR —401 & Buffer Permitting
Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DWR —401 & Buffer Permitting
Branch
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Stephanie
Goss at 919-791-4256 or [e-mail] if you have any questions or concerns.
Sincerely,
Karen Higgins
Supervisor, 401 & Buffer Permitting Branch
Enclosure: GC 4139
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Ste. 105; Wake Forest, NC 27597
DWR RRO401 file
DWR 401 & Buffer Permitting Unit via Laserffche
Barrett Blackburn via e-mail [e-mail]
Jennifer L. Robertson via e-mail [e-mail]
Page 67 of 73

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Barbara S. Cummings
Royal Mark David King
7925 Lake Wheeler Road
Raleigh, NC 27603
Determination Type:
NORTH CAROLINA
EnWronmental Quality
June 3, 2019
Subject: Buffer Determination Letter
NBRRO #19-181
Wake County
I Buffer I Intermittent/Perennial I
Neuse (I 5A NCAC 2B.0233)
❑ Tar -Pamlico (15A NCAC 2B.0259) El Intermittent/Perennial Determination (where local
buffer ordinances apply)
Jordan (I 5A NCAC 2B i0267)
(governmental and/or inteturisdictional
projects)
Project Name: Royal Creek
Address/Location:
8100 Daddy Road, Raleigh, NC
Stream(s): -UT to Crabtree Creek
Determination Date: May 30, 2019 Staff.- Stephanie Goss
Stream
Feature
E/I/P
Not
Subject
Subject
Start @
Stop @
Soil
survey
USGS,
To
Pond 1
x
x
x
]Pond 2
x
x
x
A
x
Fla z 1301
Off Property
x
x
B
x
x
x
C
X
x
D
x
x
x
E
X
X
North Carolina Department of'EtiviromnrTitaf Quality 1 Division of Wlater Pesourcc%
Raleit It keyional Office 13800 Barrett Drive I Rile.19h, Nor III Carolina 27609 -
Page 69 of 73
()19.7q1.4200

Royal Creek
Wake County
June 3, 2019
Page 2 of 3
•EllIP = Ephemeral/IntermittentlPerennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil
Survey of Wake County, North Carolina and/or the most recent copy of the USGS Topographic map at a
1:24,000 scale. Each stream that is checked "Not Subject' has been determined to not be at least
intermittent or is not present. Streams that are checked "Subject' have been located on the property and
possess characteristics that qualify it to be at least an intermittent stream. There may be other streams
located on the property that do not show up on the maps referenced above but may be considered
jurisdictional according to the US Army Corps of Engineers.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or
affected parties that dispute a determination made by the DWR may request a determination by
the Director. An appeal request must be made within sixty (60) days of date of this letter. A
request for a determination by the Director shall be referred to the Director in writing. Ifsending
via US Postal Service: c/o Karen Higgins; DWR — 401 & Buffer Permitting Unit, 1617 Mail Service
Center; Raleigh, NC 27699-1617. If sending via delivery service (UPS, FedEx, etc.): Karen Higgins,
DWR — 401 & Bui9'er Permitting Unit, 512 N. Salisbury Street, Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested
within sixty (60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should
be directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-5544884.
If you have questions regarding this determination, please feel free to contact Stephanie Goss at
[phone].
Sincerely,
Karen Higgins
Supervisor, 401 & Buffer Permitting Branch
cc: RRO DWR File Copy
Jennifer Robertson via e-mail jrobertson(d:atlasenvi.com
Page 70 of 73

Stream D: Not Subject
19-181: Royal Creek
Stream E: Not Subject
Stream A: Subject
Pond 1: Not Subject
NaB7 Stream B: Not Subject
�.�. Stream iv: Not Subject
s:sp.,>
Site boundary: Em
Map provided by NCDEQ
Division of Water Resources
Locations are approximate
and are provided for
reference only ::
Page 71 of 73

Stream D: Not Subject 0.
A
r —
19-181: Royal Creek
=11
1Fr '1
p
t E/.
Pond 2: Not Subject
�I 1� al T'
k
e
rA
4V
4
r
�4
4
K
Pond 1: Not Subject
le
►� l;; �.-
�, 41i
Y � ♦fir
Stream A Subject ' Stream B: Not Subject
_= I r Awf
Site boundary::
Map provided by NCDEQ
Division of Water Resources
Locations are approximate
and are provided for
reference only::
4
25
Page 72 of 73

Statement of Mitigation Credit Availability
Pancho Mitigation Bank
January 6, 2020
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 2.83 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,
nc
Tiffani Bylow
Restoration Systems, LLC
Page 73 of 73