20190722 Ver 1_401 Application_20190531

WithersRavenel
05/30/2019
US Army Corps of Engineers
Raleigh Regulatory Field Office
Mr. Ross Sullivan
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
NC -Division of Water Resources
401 & Buffer Permitting Unit
Ms. Karen Higgins
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: Hargis Residence - 5412 Aztec Drive
Raleigh, Wake County, NC
NWP 29 PCN Submittal
WR Project #02160532.00
Dear Mr. Sullivan and Ms. Higgins,
On behalf of Loyd Builders, we are requesting authorization from the USACE to use NWP 29 for
136 If of permanent stream impacts for construction of the construction of a 12 ft driveway to
access the buildable area within the parcel for construction of a residential dwelling. We are also
requesting a 401 WQC from NCDWR for the above referenced impacts, as well as Riparian Buffer
Authorization for 4,621 sf (Zone 1: 3,054; Zone 2: 1,567) of permanent impacts to Neuse River
Riparian Buffers.
The project is ±2.58 acres in size and is located at 5412 Aztec Drive in Raleigh, Wake County
(Latitude: 35.861674°N; Longitude: -78.726250°W). The project is located in the Neuse River
Basin and onsite waters drain to Turkey Creek. The Water Quality Classification for Turkey Creek
is B; NSW and the Stream Index Number is: 27-33-29-9-2. The cataloging unit for the site is
03020201.
Proposed Project
The purpose of the proposed project is to construct a 12 ft wide driveway to facilitate construction
of a residential dwelling within the buildable area of the parcel.
The overall proposed project consists of the construction of a residence including a dwelling,
driveway and utilities. Standard commercial construction equipment and techniques will be used
to construction the proposed project.
Project History
Onsite wetlands were delineated by WithersRavenel on 04/09/2019. A preliminary JD Request
and all supporting data has been included in support of our delineation, and WR is not requesting
issuance of the JD in conjunction with the issuance of the NWP 29.
115 MacKenan Drive I Cary, NC 27511
919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-083:
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

Hargis Residence - NWP 29 PCN -4 W i t h e rs Ra ve n e l
Our Pccp�c lour Sccc�"s.
All depicted streams were determined to be streams in the field and therefore buffer subjectivity
was conceded and a formal Buffer Determination from NCDWR was not requested.
Proposed Impacts
The proposed impacts consist of:
• 136 If of permanent stream impacts
• 4,621 sf (Zone 1: 3,054; Zone 2: 1,567) of permanent buffer impacts
Stream Impacts
Impacts #1A, #1B & #1C (Stream Impact Map 1-2)
The construction of the 12 ft driveway will result in 53 If of permanent impacts to Stream 1(Impact
#1A) for the construction of a 12 ft wide driveway and installation of a 42" RCP culvert.
Construction of the 12 ft wide driveway requires 53 If of permanent impacts to Stream 1 due to
the steep topography of the valley adjacent to the stream. Installation of the rip -rap dissipaters
above and below the culvert will result in 15 If of permanent stream impacts (Impacts #113 & #1C).
The rip -rap dissipaters are required to reduce flow velocity and prevent erosion of the stream and
undercutting of the culvert. The rip -rap will be installed by burying the rip -rap such that the top
of the rip -rap matches the pre -construction contours of the natural stream bed, allowing for the
passage of aquatic life and preventing a loss of function of this section of stream channel.
Impacts #2A, #213 & #2C (Stream Impact Map 1-3)
The construction of the driveway will result in 37 If of permanent impacts to Stream 2 (Impact
#2A) for installation of a 24" RCP culvert. Construction of the 12 ft wide driveway requires 37 If
of permanent impacts to Stream 2 due to the steep topography of the valley adjacent to the
stream. Installation of the rip -rap dissipaters above and below the culvert will result in 31 If of
permanent stream impacts (Impacts #2B & #2C). The rip -rap dissipaters are required to reduce
flow velocity and prevent erosion of the stream and undercutting of the culvert. The rip -rap will
be installed by burying the rip -rap such that the top of the rip -rap matches the pre -construction
contours of the natural stream bed, allowing for the passage of aquatic life and preventing a loss
of function of this section of stream channel.
Buffer Impacts
Impact #1 (Buffer Impact Map 1-2)
The construction of the driveway will result in 4,621 sf (Zone 1: 3,054; Zone 2: 1,567) of
permanent buffer impacts at the western stream crossing (Stream 1).
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimize.
Page 2 of 4

Hargis Residence - NWP 29 PCN Withers Rave n e l
Our People Your Succe:.s
Due to the narrow and linear shape of the site, street access and the location of the streams,
impacts to streams and buffers are required to access adjacent uplands and therefore impacts
could not be avoided entirely. To minimize impacts the driveway has been designed to cross
streams and buffers at a perpendicular angle. Stream impacts have been minimized by designed
the driveway with 3:1 backslopes to transition driveway fill to nature grade.
Additionally, the rip -rap dissipators will be installed by burying the rip -rap such that the top of the
rip -rap matches the pre -construction contours of the natural stream bed, allowing for the passage
of aquatic life and preventing a functional loss.
Construction techniques used to avoid or minimize the proposed impacts include the installation
of erosion and sedimentation control devised prior to construction. Additionally, access to impact
areas will be from high ground.
Mitigation
Stream Mitigation
The proposed project will result in 136 If of permanent stream impacts, of which 90 If will result
in functional loss as depicted in the table below.
The proposed permanent stream impacts (with functional loss) are 90 If; therefore, mitigation is
not proposed.
Buffer Mitigation
The proposed driveway is meets criteria for "Driveway Crossings in a subdivision that cumulatively
disturb equal to or less than 150 If or one-third of an acre of riparian buffers", which is classified
as an "Allowable" use in the Neuse River Riparian Buffer Rules Table of Uses. Therefore, mitigation
is not required.
The current request is for 136 If of permanent stream impacts and 4,621 sf (Zone 1: 3,054; Zone
2: 1,567) of permanent buffer impacts (see the attached maps and PCN for details).
Page 3 of 4
Stream Impact Mitigation Table
Impact #
Reason for Impact
Functional Loss
No Functional Loss
1A
Culvert/Road Crossing
53 If
1B
Rip -Rap Dissipater
7 If
1C
Rip -Rap Dissipater
8 If
2A
Culvert/Road Crossing
37 If
2B
Rip -Rap Dissipater
14 If
2C
Rip -Rap Dissipater
17 If
Total
90 If
46 If
The proposed permanent stream impacts (with functional loss) are 90 If; therefore, mitigation is
not proposed.
Buffer Mitigation
The proposed driveway is meets criteria for "Driveway Crossings in a subdivision that cumulatively
disturb equal to or less than 150 If or one-third of an acre of riparian buffers", which is classified
as an "Allowable" use in the Neuse River Riparian Buffer Rules Table of Uses. Therefore, mitigation
is not required.
The current request is for 136 If of permanent stream impacts and 4,621 sf (Zone 1: 3,054; Zone
2: 1,567) of permanent buffer impacts (see the attached maps and PCN for details).
Page 3 of 4

Hargis Residence - NWP 29 PCN %/ Withers Rave n e l
40, Our People. Your Success.
Please feel free to call if you have questions or require additional information.
Sincerely,
WithersRavenel
Lyle Phillips
Environmental Scientist
Attachments:
• PCN Form
• Authorization Forms
• Property Owner Info
• Wetland/Buffer Delineation Exhibit
• USGS Quadrangle Exhibits
• Wake County Soil Survey Exhibit
• Preliminary Jurisdictional Determination Request
• NCNHP Project Review Letter
• Impact Exhibits
Page 4 of 4

1/ WithersRavenet
00
Our People. Your Success.
PCN FORM

o�oF W ATF9QG
oNiii� -c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form —Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit F-1 Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d.
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 N Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Hargis Residence — 5412 Aztec Drive
2b.
County:
Wake County
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
John & Rachel Hargis
3b.
Deed Book and Page No.
017127-101972
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
5305 Tuliptree Lane
3e.
City, state, zip:
Raleigh, NC 27612
3f.
Telephone no.:
919-268-9511
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Loyd Builders - Contractor
4b. Name:
McKenzie Olmsted (Preconstruction Manager)
4c. Business name
(if applicable):
Loyd Builders
4d. Street address:
2501 Reliance Ave
4e. City, state, zip:
Apex, NC 27539
4f. Telephone no.:
919-387-1455
4g. Fax no.:
N/A
4h. Email address:
[e-mail]
S. Agent/Consultant Information (if applicable)
5a. Name:
Lyle Phillips
5b. Business name
(if applicable):
WithersRavenel
5c. Street address:
115 MacKenan Drive
5d. City, state, zip:
Cary, NC 27511
5e. Telephone no.:
919.535.5165
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
PIN: 0786182484
PIN:0786086713
1 b. Site coordinates (in decimal degrees):
Latitude: 35.861674 Longitude: -78.726250
(DD.DDDDDD) (-DD.DDDDDD)
Project Area - ± 2.58 acres
1c. Property size:
PIN: 0786182484 — ± 5.73 acres
PIN: 0786086713 - ± 3.45 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Turkey Creek
proposed project:
Stream Index: 27-33-29-9-2
2b. Water Quality Classification of nearest receiving water:
B; NSW
2c. River basin:
Neuse River Basin
H UC: 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing conditions on the site consist of undeveloped woodlands. The general land use in the vicinity of the project
consist of undeveloped woodlands, a large cemetery, commercial and residential land use.
3b. List the total estimated acreage of all existing wetlands on the property:
There are no wetlands located on the property.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
± 160 If
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a 12 ft wide driveway to facilitate construction of a residential dwelling
within the buildable area of the parcel.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall proposed project consists of the construction of a residence including a dwelling, driveway and utilities. Standard
commercial construction equipment and techniques will be used to construction the proposed project.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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?
Comments: Onsite wetlands were delineated by
WithersRavenel on 04/09/2019. A preliminary JD Request
and all supporting data has been included in support of our
delineation, and WR is not requesting issuance of the JD in
❑ Yes ® No ❑ Unknown
conjunction with the issuance of the NWP 29.
All depicted streams were determined to be streams in the
field and therefore buffer subjectivity was conceded and a
formal Buffer Determination from NCDWR was not
requested.
4b. If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: WithersRavenel
Name (if known): L. Phillips
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
Impact #1
❑ Yes
❑ Corps
❑P❑T
El No
El DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Impact #1A
( Stream 1)
Road Crossing
UT Turkey
F1 PER
® Corps
2
53
® P [_1 T
C
Creek
®INT
®DWQ
Impact #1 B
(Stream 1)
Rip -Rap Dissipater
UT to Turkey
❑ PER
® Corps
2
®P [_1 T
(No Functional Loss)
Creek
® INT
® DWQ
Impact #1 C
(Stre m
Rip -Rap Dissipater
UT to Turkey
❑ PER
® Corps
2
8
T
(No Functional Loss)
Creek
® INT
® DWQ
Impact #2A
( Stream 2)
Road Crossing
UT Turkey
E] PER
® Corps
2
37
® P [_1 T
C
Creek
®INT
®DWQ
Impact #2B
(Stream 2)
Rip -Rap Dissipater
UT to Turkey
❑ PER
® Corps
2
14
®P [_1 T
(No Functional Loss)
Creek
® INT
® DWQ
Impact #2C
(Stream 2)
Rip -Rap Dissipater
UT to Turkey
❑ PER
® Corps
2
17
®P El T
(No Functional Loss)
Creek
® INT
® DWQ
Total Permanent Impacts (with Functional Loss)
90
3h. Total stream and tributary impacts
136
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑ PEI T
04 ❑ PEI T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse El Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
Impact #1
Road
(Stream 1)
Crossing
UT to Turkey Creek
® Nos
3,054
1,567
®P❑T
6h. Total buffer impacts
3,054
1,567
6i. Comments:
D. Impact Justification and Mitigation
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands
and "waters" could be minimize.
Due to the narrow and linear shape of the site, street access and the location of the streams, impacts to streams and buffers
are required to access adjacent uplands and therefore impacts could not be avoided entirely. To minimize impacts the
driveway has been designed to cross streams and buffers at a perpendicular angle. Stream impacts have been minimized by
designed the driveway with 3:1 backslopes to transition driveway fill to nature grade.
Additionally, the rip -rap dissipators will be installed by burying the rip -rap such that the top of the rip -rap matches the pre -
construction contours of the natural stream bed, allowing for the passage of aquatic life and preventing a functional loss.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques used to avoid or minimize the proposed impacts include the installation of erosion and sedimentation
control devised prior to construction. Additionally, access to impact areas will be from high ground.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ® No
Comments: The proposed project consists of a single residential dwelling with 12%
imperviousness and therefore does not require a diffuse flow plan.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
12%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
1. 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The proposed project consists
solely of a single residential dwelling on an existing platted lot and does not need Stormwater Management Plan
because it is an existing lot platted prior to City of Raleigh Stormwater Management requirements.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Raleigh
® Phase II
® NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
S. 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 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
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
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed project consists of one single family residential dwelling. Additionally, the site is confined by Turkey Creek
to the north and east and existing residential development to the south and west. Therefore, future development resulting
from the proposed project which could impact nearby downstream water quality is not anticipated.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater generated from the proposed project will be treated by an onsite septic system.
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
WR reviewed the NC Natural Heritage Program database, located at http://www.ncnhp.org/web/nhp/home, as well as
NCNHP GIS data to identify if there were any known occurrences of listed species on or near the proposed project. The
review of the NHP data did not identify any recent occurrences of federally listed threatened or endangered species or
critical habitat on the subject property; however, there was 1 known species occurrence (Atlantic pigtoe) within 1.0 miles
of the project, see attached NCNHP project review letter. Please note, the Atlantic pigtoe is proposed for listed as
threatened, but is not currently listed. The known occurrence of the Atlantic pigtoe occurs in Crabtree Creek and is
approx. 1 mile away at the nearest point of the project.
The site review did not identify any potential habitat for bald eagle, red -cockaded woodpecker or Michaux's sumac within
the undeveloped woodlands onsite. The proposed project is outside the range of the Cape Fear shiner, Tar River
spinymussel and yellow lance. Despite the project being in the USFWS range of the dwarf wedgemussel and Atlantic
pigtoe; streams 1 & 2 were determined to be intermittent in the field and therefore were not considered potential habitat.
Therefore, the proposed project will have No Effect on federally protected species or their critical habitat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
There are no waters classified as EFH in Wake County.
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?
WR reviewed the NC State Historic Preservation Office's online database, located at: http://gis.ncdcr.gov/hi)oweb/, to
determine if there were any known historic or cultural resources within or in the vicinity of the proposed project. The
database review did not identify any known resources within proposed project. Crabtree Creek Recreational
Demonstration Area (Now Umstead Park) (HPO Site ID: WA0721) is on the National Register and is located approx. 2000
ft away from the nearest point of the project. The proposed project is not anticipated to have any impact on the Crabtree
Creek Recreational Demonstration Area.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: City of Raleigh allows impact/fill into floodplain up to 50% of the
total flood fringe area on the parcel.
8c. What source(s) did you use to make the floodplain determination? www.nefloodmaps.com
Lyle Phillips — WithersRavenel
— —
Authorized Agent
05/30/2019
Applicant/Agent's Signature
Date
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

;0 WithersRavenet
Our People. Your Success.
AUTHORIZATION FORMS

DocuSign Envelope ID: BEB738B8-BOFC-4588-9866-42A5A92790DO
40, WithersRavenel
■ 1 Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Loyd Builders (Client) does hereby appoint
WithersRavenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas
(wetlands, streams, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for the ±5.73 acre parcel, Wake Co. PIN:
0786182484, located at 5412 Aztec Drive, Raleigh, NC 27612.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Agent's Name, Address & Telephone
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date: 4/22/2019
Signature of Client:
McKenzie Olmsted Preconstruction Manager
(Name - Print) (Title)
Docu Signed by:
Al,G�t w�jit, OWV
oMBU4 Sj ure)
2501 Reliance Ave
Mailing Address
Apex NC 27539
City State Zip
Phone:[phone]
Email: [e-mail]
115 MacKenan Drive I Cary, NC 27511
919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-083:
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

DocuSign Envelope ID: C42192B9-002A-4ADF-8873-F2CE47C72FB0
40, WithersRavenel
■ 1 Our People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), John & Rachel Hargis, do(es) hereby authorize WithersRavenel, Inc. to access the
±5.73 acre parcel, Wake Co. PIN: 0786182484, located at 5412 Aztec Drive, Raleigh, NC 27612 for the
purpose of environmental regulatory agency review (US Army Corps of Engineers, NC Division of Water
Quality, NC Division of Coastal Management, US Fish and Wildlife Service, local Municipalities, etc.) and
approvals (i.e. wetland delineation, stream/buffer determination, environmental permitting, etc.) at the
request of the contract purchaser.
This authorization does not bind the current property owner(s) to financial responsibility for services
rendered on the subject property by WithersRavenel, Inc.
This agreement shall continue in effect until completion/termination of the purchase contract for the subject
property.
Contract Purchaser's Agent Info:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date: 4/22/2019
Signature of Owner(s):
john Hargis owner
Name - Print Title
DocuSigned by:
�oLt �aV�tS
5BKC43Sfgniatu re
5305 Tuliptree LN
Mailing Address
Raleigh, NC 27612
City State Zip
Phone: [phone]
Email: [e-mail]
115 MacKenan Drive I Cary, NC 27511
919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

;0 WithersRavenet
Our People. Your Success.
PROPERTY OWNER INFO

MMENIVA�RIS
PIN: 0786182484
Biling Class: Individual
PIN Ext: 000
Description: L03 AZTEC PARK SUB BM1981 -
Real Estate ID: 0122068
40
Map Name: 0786 05
Heated Area:
Owner: HARGIS, JOHN F HARGIS, RACHEL W
Site Address: 5412 AZTEC DR
Mail Address 1: 5035 TULIPTREE LN
Street Name: AZTEC DR
Mail Address 2: RALEIGH NC 27612
City:
Mail Address 3:
Planning Jursidiction: RA
Deed Book: 017127
Township: House Creek
Deed Page: 01972
Year Built:
Deed Acres: 5.73
Sale Price: $34,000
Deed Date: 5/16/2018
Sale Date: 7/30/1982
Building Value: $0
Use Type:
Land Value: $175,500
Design Style:
Total Value: $175,500
Land Class: Vacant
rd
r6i
N
0 215 430 860 ft
1 inch= 400 feet
Disclaimer
iMaps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.

PIN:0786086713
PIN Ext: 000
Real Estate ID: 0122069
Map Name: 0786 05
Owner: HARGIS, JOHN F HARGIS, RACHEL W
Mail Address 1: 5035 TULIPTREE LN
Mail Address 2: RALEIGH NC 27612
Mail Address 3:
Deed Book: 017127
Deed Page: 01972
Deed Acres: 3.45
Deed Date: 5/16/2018
Building Value: $0
Land Value: $185,625
Total Value: $185,625
Biling Class: Individual
Description: L04 AZTEC PARK SUB BM 1981 -
40
Heated Area:
Site Address: 5408 AZTEC DR
Street Name: AZTEC DR
City:
Planning Jursidiction: RA
Township: House Creek
Year Built:
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Vacant
A
0 105 210 420 ft
1 inch= 200 feet
Disclaimer
iMaps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.

GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
AZTEC DRIVE
PIN: 0786182484
JOHN & RACHEL HARGIS
5035 TULIPTREE LANE
RALEIGH, NC 27612
a �
PIN:0786086713
JOHN & RACHEL HARGIS
5035 TULIPTREE LANE
" RALEIGH, NC 27612 PROJECT BOUNDARY
3 2�
°yam
E o92
F PARCELBOUNDARY
3
X
SFN�FRO
1-410 WithersRavenel
HARGIS RESIDENCE PROPERTY OWNER INFORMATION / Engineers Planners5urveyors
� RALEIGH WAKE COUNTY NORTH CAROLINA

:0 WithersRavenet
Our People. Your Success.
WETLAND/BUFFER DELINEATION EXHIBIT

GRAPHIC SCALE
0 100 200
1 inch = 200 (t.
?AZT
C__EC DRIVE
VIA
1 7
d
I �
� � I
C
NOTES:
1) WETLAND/BUFFER DELINEATION PREFORMED BY WR ON 04/09/2019.
= FigO 2) STREAM/BUFFER/FEMA LOCATIONS ARE APPROXIMATE, BASED ON GPS
O9,LOCATION, WAKE CO. GIS DATA AND TOPOGRAPHIC INTERPRETATION.
!/F 3) NO WETLANDS WERE IDENTIFIED WITHIN THE PROJECT BOUNDARY.
HARGIS RESIDENCE WETLAND/BUFFER DELINEATION EXHIBIT ;0- WithersRavenel
Engineers I Planners I Surveyors
RALEIGH WAKE COUNTY NORTH CAROLINA

;0 WithersRavenet
Our People. Your Success.
USGS QUADRANGLE EXHIBITS

GRAPHIC SCALE
0 1000 2000 p u _ 1pN0ASH/p� �{pK
1 inch = 2000 ft.
r r
Do
� 9
Umstea Pfrrk a �-
ecrc IW Lak-IL Peer - �-� ' c
fat
y
3 marl �: z
�(% c Memorial
10
Umstead 1 ark c � -- - (� :,
' �'� J� � ( { �/ � ,PROJECT BOUNDARY
_bake V
`_/` 'M�t�`Si.�Tra,� 1 r✓* Wt/
/Forest i
ALI
v ) ` FO� ' ` ��G/ x✓ _� / Rp� { l r \ : off,.
f ��✓�fl ,'Po� �'��� IIS ���, i� t j� Yong I
tl/MM
HARGIS RESIDENCE USGS QUAD (2016) - RALEIGH WEST 10 WithersRavenel
Engineers I Planners I Surveyors
RALEIGH WAKE COUNTY NORTH CAROLINA

GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
a%� 71. "o
1 %116-
t�
PARCEL BOUNDARY 1
AID�4a
PROJECT BOUNDARY
11
HARGIS RESIDENCE III USGS QUAD (2016) - RALEIGH WEST 1111
;! WgthersRavenel 11

;0 WithersRavenet
Our People. Your Success.
WAKE COUNTY SOIL SURVEY EXHIBIT

GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
7
4
■r��r
r
1
i�
HARGIS RESIDENCE WAKE CO. SOIL SURVEY (1990) - SHEET 37 WithersRavenel
Engineers I Planners I Surveyors
RALEIGH WAKE COUNTY NORTH CAROLINA

:0 WithersRavenel
Our People. Your Success.
PRELIMINARY JURISDICTIONAL
DETERMINATION REQUEST

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 5412 Aztec Drive
City, State:
Raleigh, NC
County: Wake County
Parcel Index Number(s) (PIN): 0786182484 & 0786086713
B. REQUESTOR INFORMATION
Name: We Phillips - WithersRavenel
Mailing Address: 115 MacKenan Drive
Cary, NC 27511
Telephone Number: 919-353-0219
Electronic Mail Address: [e-mail]
Select one:
❑ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant'
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: John & Rachel Hargis
Mailing Address: 2501 Reliance Ave
Apex, NC 27539
Telephone Number: 919-268-9511
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Lyle Phillips - WithersRavenel
Print Name
Capacity: ❑ Owner Z Authorized Agent'
05.30.2019
Date L71—
Signature
7
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
F] I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area ± 2.58 acres.
❑✓ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
❑✓ Project Coordinates (Decimal Degrees): Latitude:
Longitude
35.861674°N
-78.726250°W
❑✓ A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Re ug latory-Permit-
Pro,2ram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
✓❑ Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs' please complete an Approved Jurisdictional Determination Form'
F4 Vicinity Map
z Aerial Photograph
FA USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
F] NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/re.ug latory/regdocs/JD/RGL 08-02 App_ A_ Prelim_ JD_ Form_fillable.pdf
' Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Lyle Phillips — WithersRavenel; 115 MacKenan Drive,
Cary, NC 27511
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 5412 Aztec Drive
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Wake County City: Raleigh
Center coordinates of site (lat/long in degree decimal format): Lat.: 35.861674°N Long.: -78.726250°W
Universal Transverse Mercator: NAD 83
Name of nearest waterbody: Turkey Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount
Geographic authority to
Latitude
Longitude
of aquatic
Type of aquatic
which the aquatic resource
Site Number
(decimal
(decimal
resources in review
resources (i.e.,
"may be" subject (i.e.,
degrees)
degrees)
area (acreage and
wetland vs. non-
Section 404 or Section
linear feet, if
wetland waters)
10/404)
applicable
Stream 1
35.862400
-78.728391
±68 if
Non -wetland
Section 404
Stream 2
35.861589
-78.726005
±681f
Non -wetland
Section 404
Stream 3
35.861025
-78.725067
N/A - Outside the
Non -wetland
Section 404
(Turkey Creek)
Review Area

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:

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: Lyle
Phillips - WithersRavenel
Map:
® 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:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Raleigh West Quad (2016); 1:24K
® Natural Resources Conservation Service Soil Survey. Citation: Wake Co. Soil Surve(1970,) Sheet 37
❑ National wetlands inventory map(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): Aerial 2018
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 Corps and should not be relied upon for later jurisdictional 05.30.2019
determinations. — —
Signature and date of Regulatory
staff member completing PJD
Lyle Phillips — WithersRavenel
Authorized Agent
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.

■■ WithersRavenel
W, rn- it Pann1e- Ynur S1 ir-cect
Hargis Residence
WR Proiect No. 02160532.00
Jurisdictional Determination Request Information
Applicant -
Loyd Builders
2501 Reliance Ave
Apex, NC 27539
Property Owner -
John & Rachel Hargis
5035 Tuliptree Lane
Raleigh, NC 27612
Physical Address -
5412 Aztec Drive
Written Authorization:
See attached Authorization forms
Nearest Municipality -
Raleigh
County -
Wake County
PIN -
Wake Co PIN# 0786182484
Wake Co PIN# 0786086713
Drainage Basin -
Neuse River Basin
HUC Code:
03020201
Receiving Waters -
Turkey Creek
Stream Index:
27-33-29-9-2
Classification:
B; NSW
Decidegrees -
35.861674°N; -78.726250°W
USGS Quad Map -
Raleigh West Quadrangle
Soils Map -
Wake County Soil Survey - Sheet 37
Total Area -
± 2.58 acres
115 MacKenan Drive I Cary, NC 27511
919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

DocuSign Envelope ID: C42192B9-002A-4ADF-8873-F2CE47C72FB0
40, WithersRavenel
■ 1 Our People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), John & Rachel Hargis, do(es) hereby authorize WithersRavenel, Inc. to access the
±5.73 acre parcel, Wake Co. PIN: 0786182484, located at 5412 Aztec Drive, Raleigh, NC 27612 for the
purpose of environmental regulatory agency review (US Army Corps of Engineers, NC Division of Water
Quality, NC Division of Coastal Management, US Fish and Wildlife Service, local Municipalities, etc.) and
approvals (i.e. wetland delineation, stream/buffer determination, environmental permitting, etc.) at the
request of the contract purchaser.
This authorization does not bind the current property owner(s) to financial responsibility for services
rendered on the subject property by WithersRavenel, Inc.
This agreement shall continue in effect until completion/termination of the purchase contract for the subject
property.
Contract Purchaser's Agent Info:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date: 4/22/2019
Signature of Owner(s):
john Hargis owner
Name - Print Title
DocuSigned by:
�oLt �aV�tS
5BKC43Sfgniatu re
5305 Tuliptree LN
Mailing Address
Raleigh, NC 27612
City State Zip
Phone: [phone]
Email: [e-mail]
115 MacKenan Drive I Cary, NC 27511
919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

DocuSign Envelope ID: BEB738B8-BOFC-4588-9866-42A5A92790DO
40, WithersRavenel
■ 1 Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Loyd Builders (Client) does hereby appoint
WithersRavenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas
(wetlands, streams, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for the ±5.73 acre parcel, Wake Co. PIN:
0786182484, located at 5412 Aztec Drive, Raleigh, NC 27612.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Agent's Name, Address & Telephone
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date: 4/22/2019
Signature of Client:
McKenzie Olmsted Preconstruction Manager
(Name - Print) (Title)
Docu Signed by:
Al,G�t w�jit, OWV
oMBU4 Sj ure)
2501 Reliance Ave
Mailing Address
Apex NC 27539
City State Zip
Phone:[phone]
Email: [e-mail]
115 MacKenan Drive I Cary, NC 27511
919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-083:
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

MMENIVA�RIS
PIN: 0786182484
Biling Class: Individual
PIN Ext: 000
Description: L03 AZTEC PARK SUB BM1981 -
Real Estate ID: 0122068
40
Map Name: 0786 05
Heated Area:
Owner: HARGIS, JOHN F HARGIS, RACHEL W
Site Address: 5412 AZTEC DR
Mail Address 1: 5035 TULIPTREE LN
Street Name: AZTEC DR
Mail Address 2: RALEIGH NC 27612
City:
Mail Address 3:
Planning Jursidiction: RA
Deed Book: 017127
Township: House Creek
Deed Page: 01972
Year Built:
Deed Acres: 5.73
Sale Price: $34,000
Deed Date: 5/16/2018
Sale Date: 7/30/1982
Building Value: $0
Use Type:
Land Value: $175,500
Design Style:
Total Value: $175,500
Land Class: Vacant
rd
r6i
N
0 215 430 860 ft
1 inch= 400 feet
Disclaimer
iMaps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.

GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
AZTEC DRIVE
PIN: 0786182484
JOHN & RACHEL HARGIS
5035 TULIPTREE LANE
RALEIGH, NC 27612
3
PIN:0786086713
JOHN & RACHEL HARGIS
5035 TULIPTREE LANE
RALEIGH, NC 27612 REVIEW AREA
s AGF
2�
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W 9�
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F PARCEL BOUNDARY
X
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F
HARGIS RESIDENCE PROPERTY OWNER INFORMATION ;! WgthefSRavenel
RALEIGH WAKE COUNTY NORTH CAROLINA

PIN:0786086713
PIN Ext: 000
Real Estate ID: 0122069
Map Name: 0786 05
Owner: HARGIS, JOHN F HARGIS, RACHEL W
Mail Address 1: 5035 TULIPTREE LN
Mail Address 2: RALEIGH NC 27612
Mail Address 3:
Deed Book: 017127
Deed Page: 01972
Deed Acres: 3.45
Deed Date: 5/16/2018
Building Value: $0
Land Value: $185,625
Total Value: $185,625
Biling Class: Individual
Description: L04 AZTEC PARK SUB BM 1981 -
40
Heated Area:
Site Address: 5408 AZTEC DR
Street Name: AZTEC DR
City:
Planning Jursidiction: RA
Township: House Creek
Year Built:
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Vacant
A
0 105 210 420 ft
1 inch= 200 feet
Disclaimer
iMaps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.

GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
�o
AZTEC ,
-- IIIG
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GRAPHIC SCALE
0 100 200
1 inch = 200 (t.
ll o
i o 0 0
AZTEC DRIVE
D o I
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NOTES: !
1) WETLAND DELINEATION PREFORMED BY WR ON 04/09/2019.
FRp 2) STREAM/BUFFER/FEMA LOCATIONS ARE APPROXIMATE, BASED ON GPS
O9/V� LOCATION, WAKE CO. GIS DATA AND TOPOGRAPHIC INTERPRETATION.
3) THERE WERE NO WETLANDS IDENTIFIED WITHIN THE REVIEW AREA.
HARGIS RESIDENCE WETLAND DELINEATION EXHIBIT WithersRavenel
Engineers I Planners I Surveyors
RALEIGH WAKE COUNTY NORTH CAROLINA

GRAPHIC SCALE $ o ,LENO��o
0 1000 2000 p u _ IpN�ASH/p� �{pK
,= °q�• � � 35� � o,�,
1 inch = 2000 ft.
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HARGIS RESIDENCE USGS QUAD (2016) - RALEIGH WEST lipWithersRavenel
Engineers I Planners I Surveyors
RALEIGH WAKE COUNTY NORTH CAROLINA

GRAPHIC SCALE � ~
0 100 200
1 inch = 200 ft.
•_ I. \ - REVIEW AREA
11 HARGIS RESIDENCE III USGS QUAD (2016) - RALEIGH WEST 1111
;! WgthersRavenel 11

GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
2
16&)%Ge6� CgC � L.
1 Fb
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3
HARGIS RESIDENCE WAKE CO. SOIL SURVEY (1990) - SHEET 37 11 WithersRavenel
Engineers I Planners I Surveyors
RALEIGH WAKE COUNTY NORTH CAROLINA

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Hargis Residence City/County: RaleighNVake County Sampling Date: 04/09/2019
Applicant/Owner: Loyd Builders State: NC Sampling Point: DPA
Investigator(s): L. Phillips Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): 2%
Subregion (LRR or MLRA): LRR P Lat: 35.862386527 Long: -78.72820627 Datum: NAD 83
Soil Map Unit Name: CeF - Cecil sandy loam, 15 to 45 percent slopes NWI classification: Uplands
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) u
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes � \ No—
Are
o_Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes X No
Remarks:
This sampling point is located near Stream 1, at the Lat/Long specified above.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
X High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (1310)
X Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (135)
X Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC -Neutral Test (D5)
Field Observations:
X
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes X No
Depth (inches): 10"
Saturation Present? Yes X No
Depth (inches): 10"
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland hydrology was present
at this sampling point.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: DP -1
Tree Stratum (Plot size: 30' Radius )
% Cover Species? Status
Number of Dominant Species
1 None
That Are OBL, FACW, or FAC: 2 (A)
2.
Total Number of Dominant
3•
Species Across All Strata: 2 (B)
4.
plants, except woody vines, less than approximately 3
9
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100% (A/B)
6.
Woody vine — All woody vines, regardless of height.
Prevalence Index worksheet:
0% = Total Cover
0%
0%
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species x 1 =
Sapling Stratum (Plot size: 15' Radius
Woody Vine Stratum (Plot size: 30' Radius )
1 Carpinus caroliniana
10% Y FAC
FACW species x 2 =
2.
FAC species 25 x 3 = 75
2•
3.
FACU species x 4 =
3.
4.
UPL species x 5 =
4.
5.
Column Totals: 25 (A) 75 (B)
5.
= Total Cover
6.
50% of total cover:
Prevalence Index = B/A = 3.0
Present? Yes / ` No
10% = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 5%
20% of total cover: 2%
1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15' Radius
X 2 - Dominance Test is >50%
1 Aesculus pavia
15% Y FAC
X 3 - Prevalence Index is <-3.0'
2
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
3.
_ Problematic Hydrophytic Vegetation' (Explain)
4
5.
'Indicators of hydric soil and wetland hydrology must
6•
be present, unless disturbed or problematic.
15% = Total Cover
Definitions of Five Vegetation Strata:
50% of total cover: 7.5%
20% of total cover: 3%
Herb Stratum 5' Radius
Tree —Woody plants, excluding woody vines,
(Plot size: )
approximately 20 ft (6 m) or more in height and 3 in.
1 None
(7.6 cm) or larger in diameter at breast height (DBH).
2.
Sapling — Woody plants, excluding woody vines,
3•
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
5.
Shrub — Woody plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
7•
Herb — All herbaceous (non -woody) plants, including
$
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
9
ft (1 m) in height.
10.
Woody vine — All woody vines, regardless of height.
11.
0% = Total Cover
50% of total cover:
20% of total cover:
Woody Vine Stratum (Plot size: 30' Radius )
1 None
2.
3.
4.
5.
0%Hydrophytic
= Total Cover
Vegetation u
50% of total cover:
20% of total cover:
Present? Yes / ` No
Remarks: (Include photo numbers here or on a separate sheet.)
Hydrophytic vegetation was present at this sampling point.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
to the depth needed to
or
Sampling Point: DP -1
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type, Loc' Texture Remarks
01._1011 10YR 3/3 100% Loam
10" - 14" 10YR 4/3 100%
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (Al)
Histic Epipedon (A2)
_ Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (All)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
RM=Reduced
Loam
MS=Masked Sand Grains. 'Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Sc
Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
Depleted Matrix (F3)
(MLRA 136, 147)
Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF1 2)
Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and
Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Remarks:
Hydric soils were not present at this sampling point.
Hydric Soil Present? Yes No X \
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

;0 WithersRavenet
Our People. Your Success.
NCN H P PROJECT REVIEW LETTER

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::WithersRavenel
Our People. Your Success.
I M PACT EXHIBITS

NOTES:
WETLANDS, STREAM, AND RIPARIAN BUFFER DELINEATIONS SHOWN ON THESE MAPS
ARE BASED ON A DELINEATION COMPLETED BY WITHERSRAVENEL, INC. DATED
04/09/19. NO WETLANDS WERE IDENTIFIED WITHIN THE PROPOSED LIMITS OF
DISTURBANCE.
� 1
I STREAM IMPACT #1
(ROAD IMPACT)
AZTEC Q_R_ `� PERMANENT STREAM IMPACT: 53 LF
` SEE SHEET 1-2
/00
,N 1
I' TURKEY iU \ II � \ \ V—CREEK `
T LL 111 — — — — — — — —
STREAM IMPACT #2
/ (ROAD IMPACT) / )
/ PERMANENT STREAM IMPACT: 37 LF
SEE SHEET 1-3
III I
I
ll I 1
GRAPHIC SCALE
300 0 150 300 600
7
1 inch = 300 ft.
No. Revision Date I By 111r)-ign- S`a`e HARGIS RESIDENCE OVERALL SITE PLAN & 401 WithersRavenel.
WR AS NOTED 1/ sneer mo.
LDrawn By Date Engineers I Planners I Surveyors
MDI 05,D1,19 WAKE COUNTY NC STREAM IMPACT LOCATION MAP
eclred By Job No. 115 MacKenan Drive i Cary, NC 27511
BDH 02160532 � t: 919.469.3340 1 license #: C-0832 I www.withersraveneLcom
Total Project Stream Impact Summary
Permanent/No
Permanent
Temporary
Permanent Functional
Loss
(Rip -Rap Dissipators)
Impact
Stream
Stream
Wetland
Stream
Stream
Wetland
Stream (SQ
ID #
Type
Cause
(LF)
(SQ FT)
(AC)
(LF)
(SQ FT)
(AC)
Stream (LF)
FT)
1
Stream
Road Fill
53
157
15
51
2
Stream
Road Fill
37
92
-
-
-
-
31
77
Tota 1
90
249
0.00
0
0
0
46
128
� 1
I STREAM IMPACT #1
(ROAD IMPACT)
AZTEC Q_R_ `� PERMANENT STREAM IMPACT: 53 LF
` SEE SHEET 1-2
/00
,N 1
I' TURKEY iU \ II � \ \ V—CREEK `
T LL 111 — — — — — — — —
STREAM IMPACT #2
/ (ROAD IMPACT) / )
/ PERMANENT STREAM IMPACT: 37 LF
SEE SHEET 1-3
III I
I
ll I 1
GRAPHIC SCALE
300 0 150 300 600
7
1 inch = 300 ft.
No. Revision Date I By 111r)-ign- S`a`e HARGIS RESIDENCE OVERALL SITE PLAN & 401 WithersRavenel.
WR AS NOTED 1/ sneer mo.
LDrawn By Date Engineers I Planners I Surveyors
MDI 05,D1,19 WAKE COUNTY NC STREAM IMPACT LOCATION MAP
eclred By Job No. 115 MacKenan Drive i Cary, NC 27511
BDH 02160532 � t: 919.469.3340 1 license #: C-0832 I www.withersraveneLcom

It
STREAM IMPACT #1 B
S/ PERMANENT
iy.
`// // i / i // 7 LF (23 SQ. FT.)
�// RIPRAP DISSIPATER /
It NO PERMANENT /
° / FUNCTIONAL LOSS
,315
310
°,/ /° 1 , --295
305 ' / ♦ ' / /' ,' / // / , '/ '/ i'/ ,� / '// / /
1300
/0----
//-300
°'°i RESIDPEROP 12'
_— 305
—
SQ) 4NT/A'
— — — —
/ 300 DRIVEWAfitY—
// // ,295 —�� +.' �� a
� A,
/STREAM IMPACT #1 A f i 305'' — _ —
/ PERMANENT—
/ 53 LF 057 SQ. FT.) �''/
� � 310
STREAM IMPACT #1C
PERMANENT
—
315
��/i' 8 LF (28 SQ. FT.)
°gid / '' ,�/ /f RIPRAP DISSIPATER
+6o / / NO PERMANENT
' / FUNCTIONAL LOSS �3 '
//50
Revision
CONCRETE
FINISHED
GRADE
�< 42" RCP , <'
,,, v + CULVERT " 291.5
ST. CHANNEL
f'V 290.5 INV.
— ————-—— —#�
' r�f,— P
�t
`S d
42" RCP AQUATIC PASSAGE DOWNSTREAM
CROSS—SECTION
MDI
Scale
HARGIS RESIDENCE
WAKE COUNTY, NC
IMPACT AREA #1
FINISHED CUSTOM CONCRETE
-,,GRADE ENDWALL
42" RCP <
292.0 CULVERT < +
EXST. CHANN f
791.0 INV.
+
42" RCP AQUATIC PASSAGE UPSTREAM
CROSS—SECTION
STREAM IMPACT AREA #1
DETAILED IMPACT EXHIBIT
IMPACT LEGEND:
PERMANENT STREAM IMPACT AREA:
PERMANENT STREAM IMPACT: /�
—NO PERMANENT LOSS
PERMANENT SOIL
REINFORCEMENT MATTING
TO ARMOR SLOPES
CUSTOM CONCRETE
ENDWALL INSTALL FLUSH WITH
(42" PIPE) NATURAL CHANNEL
A XFMM, A
PIPE OUTLET
SQUARE
PREFORMED
SCOUR HOLE
(RIP RAP NOT
SHOWN FOR
CLARITY)
,c/CC
SCO'OF
PIPE OUTLET
SCOUR HOLE - PLAN VIEW
NTS
/- CUSTOM CONCRETE
ENDWALL
(42" PIPE)
EXISTING STREAM BED
CLASS 'B' RIPRAP
TO TRANSITION TO
NATURAL CHANNEL
12"
12"
t TOP OF RIPRAP TO
BE PLACED FLUSH
RIP RAP 02:1 WITH STREAM BED
CONTOUR
SCORE HOLE - SECTION A -A
NTS
z
GRAPHIC SCALE
20 0 10 20 40
1 inch= 20 Ft.
4/ WithersRavenel She N,
1/ Engineers I Planners I Surveyors I_"f
115 MacKenan Drive I Cary, NC 27511 L
t: 919.469.33401 license #: C-08321 www.withemravenel.com

-280' ,i i' ,' ' \ \ \ `\� \\ \ — _ ♦` \ `♦
STREAM IMPACT #2B l �� /',j i \I \ \ ,',J, \ _ — ♦`♦� `\\
PERMANENT ///// ,� (/ / / % \_� �r/, ___`\\ ♦�♦` \
14 LF (34 SQ. FT.) / �// / /' / "1,' �i/,/ , -_ - \ \ `♦ ��
RIPRAP DISSIPATER
NO PERMANENT
\ ' FUNCTIONAL LOSS
_ -------__ \ \ \ \
/STREAM IMPACT #2A // / � �/ � //� / \'�� --- —
PERMANENT
37 LF (92 SQ. FT.) I // / ✓ iii'/ ---
i ----
285 /-------
---- P° \ a 290
NT�'t 12
\ -- 2so� �Ri�Ft'y / ° a off'• G I — — `\ `\ \\ \ `\ `\ \\ \\ \
\ --- — — qY I Q
. m i ° \ \ \ \
\ \ \ \ \ \
296_
\ \ ° \\ \\ 1�s \ `\
\ 100
\ \ \ \ \
aoI�— —�\•' / X / STREAM IMPACT #2C \ \ \ \ \ \ \\ \ \\
\ \ \\ °� II r\ PERMANENT
II _
—r \J\\./ i / i 17 LF (43 SQ. FT.) /J d
\\"/ / ,' / RIPRAP DISSIPATER ,
NO PERMANENT
FUNCTIONAL LOSS
°j
Revision
IMPACT AREA #1
MDI
Scale
HARGIS RESIDENCE
WAKE COUNTY, NC
STREAM IMPACT AREA #2
DETAILED IMPACT EXHIBIT
IMPACT LEGEND:
PERMANENT STREAM IMPACT AREA:
PERMANENT STREAM IMPACT:
-NO PERMANENT LOSS
PERMANENT SOIL
REINFORCEMENT MATTING
TO ARMOR SLOPES
CUSTOM CONCRETE
ENDWALL INSTALL FLUSH WITH
(24" PIPE) / NATURAL CHANNEL
A A
PIPE OUTLET
SQUARE
PREFORMED
SCOUR HOLE
(RIP RAP NOT
SHOWN FOR
CLARITY)
,c'CC
SCO'OF
PIPE OUTLET
SCOUR HOLE — PLAN VIEW
NTS
�- CUSTOM CONCRETE
ENDWALL
(24" PIPE)
EXISTING STREAM BED
CLASS 'B' RIPRAP
TO TRANSITION TO
NATURAL CHANNEL
12"
12"
t TOP OF RIPRAP TO
BE PLACED FLUSH
RIP RAP 02:1 WITH STREAM BED
CONTOUR
SCORE HOLE — SECTION A—A
NTS
C~
z
GRAPHIC SCALE
20 0 10 20 40
1 inch= 20 Ft.
4/ WithersRavenel She N,.
1/ Engineers I Planners I Surveyors I_3
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-08321 www.withemravenel.com
FINISHED
CUSTOM CONCRETE
FINISHED
-,,GRADE
ENDWALL
GRADE
\
,4 6 ` �
CUSTOM CONCRETE
ENDWALL
4 � `
<
24" RCP `�✓ a
`
J <
24" RCP <
.
284.2CULVERT
CULVERT
280.7
EXST. CHANN
f
�,
<, +
ST. CHANNEL
283.2 INV.
1
279.7 INV,
24" RCP AQUATIC PASSAGE DOWNSTREAM
24" RCP AQUATIC PASSAGE UPSTREAM
CROSS—SECTION
CROSS—SECTION
MDI
Scale
HARGIS RESIDENCE
WAKE COUNTY, NC
STREAM IMPACT AREA #2
DETAILED IMPACT EXHIBIT
IMPACT LEGEND:
PERMANENT STREAM IMPACT AREA:
PERMANENT STREAM IMPACT:
-NO PERMANENT LOSS
PERMANENT SOIL
REINFORCEMENT MATTING
TO ARMOR SLOPES
CUSTOM CONCRETE
ENDWALL INSTALL FLUSH WITH
(24" PIPE) / NATURAL CHANNEL
A A
PIPE OUTLET
SQUARE
PREFORMED
SCOUR HOLE
(RIP RAP NOT
SHOWN FOR
CLARITY)
,c'CC
SCO'OF
PIPE OUTLET
SCOUR HOLE — PLAN VIEW
NTS
�- CUSTOM CONCRETE
ENDWALL
(24" PIPE)
EXISTING STREAM BED
CLASS 'B' RIPRAP
TO TRANSITION TO
NATURAL CHANNEL
12"
12"
t TOP OF RIPRAP TO
BE PLACED FLUSH
RIP RAP 02:1 WITH STREAM BED
CONTOUR
SCORE HOLE — SECTION A—A
NTS
C~
z
GRAPHIC SCALE
20 0 10 20 40
1 inch= 20 Ft.
4/ WithersRavenel She N,.
1/ Engineers I Planners I Surveyors I_3
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-08321 www.withemravenel.com

NOTES:
1. WETLANDS, STREAM, AND RIPARIAN BUFFER DELINEATIONS SHOWN ON THESE MAPS
ARE BASED ON A DELINEATION COMPLETED BY WITHERSRAVENEL, INC. DATED
04/09/19. NO WETLANDS WERE IDENTIFIED WITHIN THE PROPOSED LIMITS OF
DISTURBANCE.
Total Project Buffer Impact Summary
Neuse River Buffer Zone
1(30')
Neuse River Buffer Zone
2 (20')
Impact
ID#
Cause
SQ FT
AC
SQ FT
AC
1
Road Fill
3054
0.07
1567
0.04
Tota 1
3054
0.07
1567
0.04
I BUFFER IMPACT#1 \ �/
\ (ROAD IMPACT)
___-------� ZONE 1 IMPACT: 3,054 \
_ ---\ ZONE 2 IMPACT: 1,567
I\ \ TURKEY CREEK \
ILL /
/ III I
I
ll I 1
GRAPHIC SCALE
300 0 150 300 600
-T
1 inch = 300 ft.
N°
Revision Date I By 111n.—n— S`a`e III HARGIS RESIDENCE OVERALL SITE PLAN &140- WithersRavenel
MDI 5,01,19
1/
WR AS NOTED sneer mo.
Drawn 8y Date Engineers I Planners I Surveyors
0WAKE COUNTY NC RIPARIAN BUFFER IMPACT LOCATION MAP
d By Job No. 115 MacKenan Drive i Cary, NC 27511
BDH 02160532 t: 919.469.3340 1 license #: C-0832 I www.withersraveneLcom
Checlw

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i
Revision
CONCRETE
FINISHED
GRADE
42" RCP , <'
CULVERT 291.5
ST. CHANNEL
f'1 1 290.5 INV.
�t a
<t d
42" RCP AQUATIC PASSAGE DOWNSTREAM
CROSS—SECTION
MDI
Scale
HARGIS RESIDENCE
WAKE COUNTY, NC
IMPACT AREA #1
FINISHED CUSTOM CONCRETE
-,,GRADE ENDWALL
w
42" RCP <
292.0 CULVERT <
EXST. CHANNE
791.0 INV. 1 �,
a ,
42" RCP AQUATIC PASSAGE UPSTREAM
CROSS-SECTION
RIPARIAN BUFFER IMPACT AREA #1
DETAILED IMPACT EXHIBIT
IMPACT LEGEND:
NEUSE RIVER RIPARIAN BUFFER
ZONE I IMPACT AREA:
NEUSE RIVER RIPARIAN BUFFER
ZONE 2 IMPACT AREA:
PERMANENT SOIL
REINFORCEMENT MATTING
TO ARMOR SLOPES
CUSTOM CONCRETE
ENDWALL INSTALL FLUSH WITH
(42" PIPE) NATURAL CHANNEL
A A
PIPE OUTLET
SQUARE
PREFORMED
SCOUR HOLE
(RIP RAP NOT
SHOWN FOR
CLARITY)
,c/CC
SC 0-r
PIPE OUTLET
SCOUR HOLE - PLAN VIEW
NTS
�- CUSTOM CONCRETE
ENDWALL
(42" PIPE)
EXISTING STREAM BED
CLASS 'B' RIPRAP
TO TRANSITION TO
NATURAL CHANNEL
12"
12"
t TOP OF RIPRAP TO
BE PLACED FLUSH
RIP RAP 02:1 WITH STREAM BED
CONTOUR
SCORE HOLE - SECTION A -A
NTS
E-�
O
z
GRAPHIC SCALE
30 0 15 30 60
1 inch= 30 Ft.
4/ WithersRavenel Sh-N,
1/ Engineers I Planners I Surveyors I_"f
115 MacKenan Drive I Cary, NC 27511 L
t: 919.469.33401 license #: C-08321 www.withemravenel.com
NRB ZONE 2 IMPACT
1,567 SQ. FT.
NRB ZONE 1 IMPACT
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i
Revision
CONCRETE
FINISHED
GRADE
42" RCP , <'
CULVERT 291.5
ST. CHANNEL
f'1 1 290.5 INV.
�t a
<t d
42" RCP AQUATIC PASSAGE DOWNSTREAM
CROSS—SECTION
MDI
Scale
HARGIS RESIDENCE
WAKE COUNTY, NC
IMPACT AREA #1
FINISHED CUSTOM CONCRETE
-,,GRADE ENDWALL
w
42" RCP <
292.0 CULVERT <
EXST. CHANNE
791.0 INV. 1 �,
a ,
42" RCP AQUATIC PASSAGE UPSTREAM
CROSS-SECTION
RIPARIAN BUFFER IMPACT AREA #1
DETAILED IMPACT EXHIBIT
IMPACT LEGEND:
NEUSE RIVER RIPARIAN BUFFER
ZONE I IMPACT AREA:
NEUSE RIVER RIPARIAN BUFFER
ZONE 2 IMPACT AREA:
PERMANENT SOIL
REINFORCEMENT MATTING
TO ARMOR SLOPES
CUSTOM CONCRETE
ENDWALL INSTALL FLUSH WITH
(42" PIPE) NATURAL CHANNEL
A A
PIPE OUTLET
SQUARE
PREFORMED
SCOUR HOLE
(RIP RAP NOT
SHOWN FOR
CLARITY)
,c/CC
SC 0-r
PIPE OUTLET
SCOUR HOLE - PLAN VIEW
NTS
�- CUSTOM CONCRETE
ENDWALL
(42" PIPE)
EXISTING STREAM BED
CLASS 'B' RIPRAP
TO TRANSITION TO
NATURAL CHANNEL
12"
12"
t TOP OF RIPRAP TO
BE PLACED FLUSH
RIP RAP 02:1 WITH STREAM BED
CONTOUR
SCORE HOLE - SECTION A -A
NTS
E-�
O
z
GRAPHIC SCALE
30 0 15 30 60
1 inch= 30 Ft.
4/ WithersRavenel Sh-N,
1/ Engineers I Planners I Surveyors I_"f
115 MacKenan Drive I Cary, NC 27511 L
t: 919.469.33401 license #: C-08321 www.withemravenel.com