20200717 Ver 1_401 Application_20200529

Eagle Rise Subdivision Page 1 of 3

May 29, 2020

US Army Corps of Engineers NC Division of Water Resources
Raleigh Regulatory Office 401 & Buffer Permitting Unit
Attn: Ms. Samantha Dailey Attn: Mr. Paul Wojoski
3331 Heritage Trade Drive 512 N. Salisbury Street
Suite 105 Raleigh, NC 27604
Wake Forest, NC 27587

Re: Eagle Rise Subdivision (formerly Eagle Rock Rd Property)
Request for NWP 29
Sage Project #2019.62
USACE (SAW-2019-01092)
NCDWR (RRO #19-258)

On behalf of G&H Properties, LLC (applicant and owner), please find attached a complete
application and supplemental information requesting written concurrence from the US Army Corps
of Engineers (USACE) that the activities associated with the proposed development of the Eagle
Rock Road Site (Site) may proceed under Nationwide Permit (NWP) 29 and corresponding Water
Quality Certification (4139). A Neuse Basin Buffer Rules authorization is also requested.

Project Summary and Purpose
The purpose of the proposed project includes the construction of a single-family residential
subdivision with associated roads and utilities which will connect to existing adjacent infrastructure
in the area. The +/-38.99-acre Site is located approximately 0.25-mile NE of the intersection of
Eagle Rock Road and Wendell Falls Parkway in Wendell, Wake County, NC. Wake County lists
the parcel PIN as #1773-88-6927. The approximate center of the Site is located at Latitude:
35.7787°N; Longitude: 78.3977°W.

Project Detail
The overall project consists of a single-family residential subdivision with homes and associated
utilities. Access to the subdivision will be provided off of Eagle Rock Road and will include at least
two cul-de-sacs branching from the main subdivision road. Three Stormwater Control Devices
(SCM)’s located in the northern portion of the Site are proposed to treat stormwater. Proposed
impacts from road construction, lot fill, utility line construction, and culverting will result in
temporary and permanent impacts to streams, wetlands, and buffers. Utilities for the proposed
Eagle Rise Subdivision Page 2 of 3

project will connect to existing utility lines adjacent to the proposed project boundaries. Heavy
equipment typically used for utility installation projects (e.g. back hoes, bull-dozers, etc.) will be
utilized.

No federally threatened or endangered species are listed to occur within 1 mile of the Project
according to the NC Natural Heritage Program (NHP) Database (see attached report dated July
30, 2019).

The Site is not listed as a historic property or within a historic district. There are five historic
structures within 0.5 mile of the Site, however none are directly adjacent to the property
boundaries based on a query of the North Carolina State Historic Preservation Office (NCSHPO)
database. Other than two dilapidated barns (one with an attached lean-to), no structures are
located on the Site.

Project History
The Site contains agriculture (~35%) and undeveloped wooded areas (~65%). The vegetative
composition of the Site is made up of hardwoods interspersed with pines, except for the NW
corner of the Site, which is pine dominated. A small powerline easement in the western portion of
the Site parallels Eagle Rock Rd. General land use in the vicinity includes rural residential,
agricultural and pastureland, and undeveloped, forested land. Mr. David Gainey and Mr. Sean
Clark of Sage Ecological completed a wetland, stream, and riparian buffer determination and
submitted a preliminary jurisdictional determination package to USACE. Ms. Samantha Dailey
concurred with this delineation in an email dated August 14, 2019 (SAW-2019-01092). A riparian
buffer determination was made by the NCDWR on 8/19/201 (see attached copy).

Avoidance and Minimization
The proposed subdivision roads and lots were aligned so as to avoid and minimize impacts to
wetlands, streams, and riparian buffers. Specific measures utilized during the design phase
included realigning the greenway trail crossing (Impact 6) closer to the proposed aerial sewer
crossing impact (Impact 7) so as to disrupt less overall buffer area by utilizing the same
construction corridor as well as crossing a smaller section of wetland with the bridge. A bridge
was used for the greenway crossing (Impact 6) in order to avoid the need for stream and wetland
fill. The Bratton Rock Lane crossing was placed at a location where the wetland being crossed is
the most narrow (old farm drainage). Construction fencing will be used to define the construction
corridor and prevent any accidental additional impacts, while silt fencing will be installed to provide
additional protection from runoff.

Project Impacts
Proposed permanent stream impacts total 144 Linear Feet (LF) as a result of culverting for a road
crossing (Impact 1). Road construction will also result in permanent wetland impacts of 0.078-
acre (Impacts 1 and 5). Permanent riparian buffer impacts from the construction of a road, sanitary
sewer, and bridge will result in Zone 1 impacts totaling 16,036 square feet, and Zone 2 impacts
Eagle Rise Subdivision Page 3 of 3

totaling 12,842 square feet. Proposed impacts 3, 8, 9, 11, 13, and 15 are temporary Zone 2
impacts that will be revegetated and are considered “Exempt” but are calculated and identified in
the attached application.

Mitigation
Permanent stream impacts have been minimized to less than 150 LF and avoided using an aerial
utility crossing and a bridged pedestrian crossing, therefore no stream mitigation is proposed.
Permanent wetland impacts have been minimized to less than 0.1-acre and avoided using a
bridge, therefore, no wetland mitigation is proposed. Riparian buffer impacts are either “Exempt”
or “Allowable” per the Table of Uses; therefore, no riparian buffer mitigation is proposed.
If you have any questions, please call me at [phone].
Sincerely,

Kim Hamlin Sean Clark
Sage Ecological Services, Inc.

Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization Form
Figure 1-USGS Site Vicinity Map
Figure 2-Soil Survey Site Vicinity Map
Figure 3-PJD Wetland and Stream Sketch Map
Figure 4-NCSHPO map
NCDWR Buffer Determination (RRO #19-258)
NCNHP Database Query Report
Impact Maps (5 sheets)
DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200717
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Eagle Rise Subdivision (formerly Eagle Rock Road Site)
1a. Who is the Primary Contact?*
Sean Clark
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/29/2020
Nearest Body of Water
Buffalo Creek
Basin
Neuse
Water Classification
B:NSW
Site Coordinates
Latitude:
35.7787
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.3977
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - Express
P Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
G&F Properties, LLC
2b. Deed book and page no.:
DB: 008139 DP: 00672
2c. Responsible party:
Ed Gehrke
2d.Address
Street Address
PO Box 767
Address Line 2
City
Wendell
Postal / Zip Code
27591
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Kim Hamlin
4b. Business Name:
Sage Ecological Services, Inc.
4c.Address
Street Address
3707 Swift Drive
Address Line 2
City
Raleigh
Postal / Zip Code
27605
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
signed Agent Authorization for 2019.62.pdf
State / Province / Region
NC
Country
USA
4e. Fax Number:
407.91 KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
Eagle Rise Subdivision
1c. Nearest municipality/ town:
Wendell
2. Project Identification
2a. Property Identification Number:
1773-88-6927
2c. Project Address
Street Address
1425 Eagle Rock Road
Address Line 2
City
Wendell
Postal / Zip Code
27891
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Buffalo Creek
3b. Water Resources Classification of nearest receiving water:*
B:NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011502
4. Project Description and History
2b. Property size:
38.99
State / Province / Region
NC
Country
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The Property contains agriculture (-35%) and undeveloped wooded areas (-65 % ). The forest overstory is composed of hardwoods interspersed with pines, except for the NW corner of
the Property, which is pine -dominated. A small powerline easement in the western Property parallels Eagle Rock Rd. Other than two dilapidated barns (one with an attached lean-to) no
other structures are located on the Property. Several dirt farm roads east on the property. General land use in the vicinity includes rural residential, agricultural and pastureland, and
undeveloped, forested land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).

NCDWR Buffer Determination Letter (RRO #19-258) -August 19, 2019
Project History Upload
NCDWR Buffer Determination (RRO #19-258) for Eagle Rock Road Site.pdf 2.06MB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Figure 1 - Eagle Rock USGS.pdf 451.12KB
4e. Attach an 8 112 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Figure 2 - Eagle Rock Soils.pdf 362.12KB
4f. List the total estimated acreage of all existing wetlands on the property:
1.27
4g. List the total estimated linear feet of all existing streams on the property:
1401
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a single-family residential subdivision.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed Project consists of a single-family residential subdivision and associated roads and utilities. Utilities for the Project will connect to eAsting adjacent utilities. The Project
proposes sections of 7 roads as well as a segment of greenway trail. Heavy equipment typically used for utility installation projects (e.g. back hoes, bull -dozers, etc.) will be utilized.
4j. Please upload project drawings for the proposed project.
Eagle Rise Subdivision Impact Map Set.pdf 2.82MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2019-01092
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): David Gainey & Sean Clark
Agency/Consultant Company: Sage Ecological Services, Inc.
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
PJD — email from Ms. Samantha Dailey (08-14-2019)
NCDWR Buffer Determination Letter (RRO #19-258) (08-19-2019)
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r' Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries W Buffers
r- Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?) 2b. Impact type* (?) 2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of Impact
Jurisdicition*(?)]2g.
area*

Im act 1A
Fill - Road Construction
P
Bottomland Hardwood Forest
WA-1
Yes
__]
s
F
(acres)
Im act 1AB P
Fill - Road Construction
P
Bottomland Hardwood Forest
WA-1
Yes
Cor s
P
0.031
(acres)
Im act 1C P
Fill - Road Construction
P
Bottomland Hardwood Forest
WA-1
Yes
Cor s
P
0.007
(acres)
Impact 5
Culverting
P
Headwater Forest
WC-1
Yes
Corps
0.010
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.078
2h. Comments:
Permanent wetland impacts do not exceed 0.10 acre.
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.078
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 31h. Impact
(?) Jurisdiction* length*
Impact 1 Permanent Culvert Tributary A Perennial Corps 144
Average (feet) (linearfeet)
31. Total jurisdictional ditch impact in square feet
0
31. Total permanent stream impacts:
31. Total temporary stream impacts:
144
0
31. Total stream and ditch impacts:
144
3j. Comments:
Less than 150 LF of stream impact is proposed.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
R Neuse
r Tar -Pamlico
r Catawba
r Randleman
r Goose Creek
r Jordan Lake
r Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required? 6f. Zone 1 impact
6g. Zone 2 impact
Impact 1 - Road Crossing (Fill)
P
Tributary A
No
9,678
2,058
Impact 1 B (part of Impact 1)
P
Tributary A
No 0
2,341
Impact 3* - Grading/Fill
T
Tributary A
No 0
1,238
Impact 4* - Grading/Fill
T
Tributary A
No
0
372
Impact 6 - Greenway Bridge
P
Tributary C
No
3,553
0
Impact 6A - GreenwYay Bridge
P
Tributary C
No
0
403
Impact 6B - GreenwYay Bridge
Impact 7 - Aerial sewer easement
(construction/maintenance)
Impact 7A - Aerial sewer easement
(construction/maintenance)
Impact 7B - Aerial sewer easement
(construction/maintenance)
P
f
P
P
Tributary C
Tributary C
Tributary C
Tributary C
No
No
No
No
0
2,155
0
0
403
0
605
661
Impact 8* - Grading/Fill
T
Tributary C
No
0
363
Impact 9* - Grading/Fill
T
Tributary C
No
0
192
Impact 10 - Stormwater discharge
P
Tributary C
No
650
0
Impact 10A - Stormwater discharge P Tributary C No 0 410

Impact 11* - Grading/Fill
T
Tributary C
No
0
2,055
Impact 12* - Grading/Fill
T
Tributary C
No
0
728
Impact 13* - Grading/Fill
T
Tributary C
No
0
100
Impact 14* - Grading/Fill
T
Tributary C
No
0 1
142
Impact 15* - Grading/Fill
T
Tributary C
No
0 1
771
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 5,961.00
Zone 1 Zone 2
Total Permanent impacts: 16,036.00 6,881.00
Zone 1 Zone 2
Total combined buffer impacts: 16,036.00 12,842.00
6i. Comments:
*Impacts to Zone 2 are considered "Exempt" as per Table of Uses
Supporting Documentation
Eagle Rise Subdivision Impact Map Set.pdf
2.82MB
E. Impact Justification and Mitigation u
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed subdivision roads and lots were aligned so as to avoid and minimize impacts to wetlands, streams, and riparian buffers to the maximum
extent practicable. An aerial sewer crossing and a pedestrian bridge were utilized to reduce overall buffer impacts and avoid stream and wetland
impacts. Construction fencing will be used to define the construction corridor and prevent any accidental additional impacts, while silt fencing will be
installed to provide additional protection from runoff.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
General techniques include the use of construction fencing to define the construction corridor and prevent any accidental additional impacts. Silt
fencing will also be used to prevent sediment runoff into the stream(s).
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Proposed impacts are below thresholds set forth in NWP 29, and all proposed buffer impacts are considered either "Exempt" or "Allowable" in the Table of Uses
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
W Other SCM that removes minimum 30% nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?

r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
The proposed project will tie into eAsting municipal sewer lines located adjacent to the site.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The NC Natural Heritage Database was queried and a report (dated July 30, 2019) was received from NCNHP which identified no recorded federally
listed species on the project site or within a 1-mile radius.
Consultation Documentation Upload
NCNHP Report for Eagle Rock Road Site (2019.62).pdf 1005.16KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*

The proposed project takes place in Wake County which is not near any coastal or tidal habitat that would support EFH (i.e. salt marshes, oyster
reefs, etc.).
hftps://vmw.habitat.noaa.gov/application/efhmpper/indexhtml
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 status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC State Historic Preservation Office:
https://nc. maps.arcgis.con Vapps/vuebappviev,er/index html?
id=79ea671ebdcc45639f0860257d5f5ed7
The Site is not listed as a historic property or within a historic district. There are five historic properties within 0.5 mile of the Site but none immediately
adjacent to the property boundary based on a query of the North Carolina State Historic Preservation Office (NCSHPO) database. All five historic
properties are designated as "Surveyed Only."
7c. Historic or Prehistoric Information Upload
NCSHPO Figure 4.pdf 299.6KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center NC Flood Risk Information System DFIRM Panel #7730; Dated May 2, 2006.
Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
Eagle Rock Rd PCN Cover Letter.pdf 120.96KB
Signature
P By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AGC);
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Kimberly Hamlin
Signature
Date
5/29/2020

Name:
AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Legal Representative
/� W C4"_
=� F P/271,
Address: ��� . 7Z dy ! 6 /
GJ /UC-- 2-
Phone: �% J 3 Z c�)-Cs d
Email:
Project Name/Description:
Sage Project # 2019.62
Date: ?//? //�
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the undersigned, the owner or a duly authorized representative of record of the property/properties identified
herein, do authorize representatives of the U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers
and Harbors Act of 1899. I also hereby designate and authorize Sage Ecological Services to act on my behalf as my
agent in the processing of permit applications to furnish upon request supplemental information in support of
�aa-p-pplications, etc. from this day fo ard� 6 ,� /�/ ��,,.•� f J� �Qsv� .
/ h n 4Q�-f /►� �i c.�. Sa e. ^�d ;n CI o' -Cowl, GoS It$ /GrJ'a,4 � -lee
This notification supersedes any previous correspondence concerning th& agent for this project. A11- a
Notice: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by Sage staff. Please contact Sage to arrange a meeting
prior to visiting the site.
BY: F� WG�-/�/l J , �eJ1/ �� BY:
Aa_t'1166�5_�
Print Name of Landowner or Signature of L ndowner or
Legal Representative Legal Representative
G� S a✓ c�l�-�Q c

A C
Figure 1USGS Topographic Map
Eagle Rock Road Property
Sage Project # 2019.62
Knightdale, NC Quadrangle
December 2016 USGS Topography
July 19, 2019
Map Location
WAKE
JOHNSTON
NASH
FRANKLIN
WILSON
WAYNE
Project Study Area
³
02,0001,000
Feet
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537
A B
C
Figure 2NRCS Soil Survey Map
Eagle Rock Road Project
Sage Project # 2019.62
Wake County Soil Survey, 1970
Soil Shee 62
July 19, 2019
Map Location
WAKE
JOHNSTON
NASH
FRANKLINDURHAM
Project Study Area
³
01,000500
Feet
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537
")
")
")
M.T. Roberts House (WA2003) St at us SO
M.T. Roberts S tore (WA2002) Status S O
Anderson-Roberts House (WA2004) Status S O
Sage Ec ologica l Service s, Inc.Offic e: 91 9-335-675 7Cell: 919-55 9-1 537
Figure 1NC SH PO Map
Eagle R ock Road P ropertySage Project # 2019.62
July 28, 2019
Map Location
WAKE
JOHNSTON
DURHAM FRANKLIN
LEE
CHATHAM
HARNETT
GR ANVILLE
NASH
Projec t Study Area
Study Area Buffer - 1/4-M ile
")Surveyed O nly Property
³
0 1,000500Feet
FP
BILLIE C LILES
PIN 1773-89-5727
RE ID: 0042201
SHERRI S SHIRLEY
D.B. 013314 PG. 00492
PIN 1773-78-1558
RE ID: 0303599
BM. 2002 PG. 1142
BILLIE C LILES
PIN 1773-79-7459
RE ID: 0042201
BM. 1987 PG. 00848
JUDY J GAY, TRUSTEE
WILLIAM ALBERT
PIN 1773-79-0154
DB. 015874
RE ID: 0036463
JOSEPH E HARRIS &
GAYBELLA B HARRIS
D.B. 001810 PG. 00640
PIN 1773-78-8838
RE ID: 0028808
LOUIS H ROGERS & BETTY D
ROGERS
D.B. 013544 PG. 02730
PIN 1773-79-4250
RE ID: 0050476
MAURICE L JOHNSON & MARIE J
AUSLEY
D.B. 013314 PG. 00492
PIN 1773-78-8657
RE ID: 0035977
JACKIE DARWIN RESPESS &
SHERRY G RESPESS
D.B. 003978 PG. 00608
PIN 1773-78-9581
RE ID: 0064887
CLARENCE A ROBERTS JR
PIN 1773-87-5905
RE ID: 0128555
BM. 1983 PG. 1069
WILLIAM M ROBERTS &
BENJAMIN T ROBERTS
D.B. 015760 PG. 01969
PIN 1773-97-2966
RE ID: 0060241 EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEXISTING
POND
EXISTING
POND
EXISTING
POND
PROPOS
E
D

1
/
2

1
1
0
'

R
/
W

(
5
5
.
0
'
)PROPOSED 20.0' UNDISTURBEDLANDSCAPE BUFFER (TYP)WILLIAM ROBERTS & BENJAMIN TODD
ROBERTS
D.B. 006883 PG. 00236
PIN 1773-98-7402
RE ID: 0128556
BM. 1983 PG. 1069
33.03 AC
PROJECT BOUNDARY (TYP)
PROJECT BOUNDARY (TYP)
PRO
P
O
S
E
D

2
0
.
0
'

U
N
D
I
S
T
U
R
B
E
D
LAN
D
S
C
A
P
E

B
U
F
F
E
R

(
T
Y
P
)
E E E E E E E E
E E E E E E E E
POCKET PARK
ACTIVE O.S.
0.46 AC
ASTMASTMASTMASTMASTMASTMPOOL AND
BATHHOUSE
MAIL KIOSK/
VISITOR PARKIN
G
MAIL KIOSKMAIL KIOSKVISI
T
O
R
PAR
K
I
N
G
MAIL KI
O
S
K
/

V
I
S
I
T
O
R
/
AMENIT
Y

P
A
R
K
I
N
G
POCKET PARK
ACTIVE O.S.
0.28 AC
POCKET PARK
ACTIVE O.S.
0.21 AC
20' STRE
E
T
Y
A
R
D
BUFFER ASTMASTM
ASTMASTMASTMASTM
ACTIVE O.S.
0.49 AC
MULTI-USE FIELD
IMPROVED PARK SPACE
0.61 AC
EXISTING CREEK
EXISTING
CREEK
EXISTING
WETLAND
PROP. 20.0' UNDISTURBEDLANDSCAPE BUFFER (TYP)SCM 3
SCM
1
SCM
2XX
XXXXXXXXXXXXXXXXXXX X X X X X X X
XX X
VAN
VAN
50.0' N
E
U
S
E

R
I
V
E
R
BASIN
B
U
F
F
E
R

(
T
Y
P
)
50.
0
'

N
E
U
S
E

R
I
V
E
R
BA
S
I
N

B
U
F
F
E
R

(
T
Y
P
)
8' PAVED GREENWAY TRAIL (TY
P
)EXISTING 155.0'POWER LINEEASEMENT (TYP)WETLWETLWETLWETL
WETLWETLWETLWETLWETLWETLW
E
T
L
WE
T
L
WETLWETLWETLWETL
WETLWETL60.0'
WET
L
WETLWETLWETLWETLWETLWETLHP:322.7
ALLEY 'A
'
20' EASE
-

1
6
'
PAVE
NELSON HOPSCOURT53' R/W - 29
' B-B
ALLEY 'B
'
20' EASE
-

1
6
'
PAVE
EA
G
L
E
S

R
I
S
E

A
V
E
N
U
E

M
I
N
O
R
COL
L
E
C
T
O
R

6
7
'

R
/
W
FIRST LADY DRIVE53' R/W - 29' B-BCLYDESIDE DRIVE53' R/W - 29' B-BGOODWIN FARM RD53' R/W - 29' B-BBRATTON ROCK LANE 53'
R/W - 29' B-B IRIS FIELDS COURT53' R/W - 29' B-BALLEY 'D'20' EASE- 16'PAVEALLEY 'E'20' EASE- 16'PAVEALL
E
Y

'
C
'
20'
E
A
S
E
-

1
6
'
PAV
E
ALLEY 'C'
20' EASE- 16'
PAVE
ALL
E
Y

'
C
'
20'
E
A
S
E
-

1
6
'
PAV
E
GOODWIN FARM ROAD MINORCOLLECTOR 67' R/WBRATTON ROCK LANE MINOR
COLLECTOR 67' R/W
FIRST LADY DRIVE53' R/W - 29' B-BNELSON HOPSCOURT 53' R/W - 29'B-BOHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
OHUOHUOHUOHUOHUOHUOHUOHUOHU
TEL
TEL
EXISTING
WETLAND
EXISTING
CREEK
316312310310
310
31
0
3123183203
2
0
320
31
8
3143163123143143103
0
8
300
300
290
294
296
296
300302300290310
308
302
316
310
316
316
316
318316
308
3143103103203203203203123
1
8
3
1
8
314314314
316
318
31
6306 31
2 310304 300294
282
290
290
290
314320320320
318
3
1
8 314310310310300
31031632
0
3
1
8
318314
310
310
300
300
310320
312
303
282
285
35
34
33
32
31
30
29
27
28
107 108 109 110 111 112 113 115 116114 117 118 119 120
164
165
166
167
168
169
170
171
121
172
48
47
46
45
44
43
42
148
149
150
151
152
153
154
155
156
157
163
162
161
160
124
125
126
127
128
129
130
131
132
133
134
147
146
145
144
143
142
141
140
139
138
137
136
135
122 123
1 2 3 4 5 6 7 8 9 10 11 12
14 15 16 17 18 19 20 21 22 23 24 25
37 38 39 40 41
63 64 65 66
67 68 69
70
91 92 93 94 95 96 97
99
100
101
102
103
104
105
106
85
84
83
82
86
87
88
89
90
71
72
73
74
75
76
77
78
79
8050
51
52
53
54
55
56
57
58
59
60
61
62
158
159
26
13
49 81
98
36
119.5'EXISTING EDGE
OF PAVEMENT (TYP)
EXISTING R/W
EXISTING CREEK
10' SCM ACCESS AND
MAINTENANCE
EASEMENT (TYP)
8" PAVED GREENWAY TRAIL
PEDESTRIAN ACCESS ONLY
PROP. COR 30.0'SANITARY SEWEREASEMENT (TYP)COMBI
N
A
T
I
O
N
20' GR
E
E
N
W
A
Y
EASE/
S
C
M

A
C
C
E
S
S
EASE
WOOD PEDESTRIAN BRIDGE
PROJECT NUMBER
DRAWING
SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEELLIS DEVELOPMENTS LTD03-09-2020TOM SPAULDINGJUSTIN ROHDEMIII SURVEYING- MARK YARBROUGHEAGLE RISE SUBDIVISIONTOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875The Spaulding Group, PA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART
WITHOUT PERMISSION FROM THE SPAULDING GROUP, PA. THIS
DRAWING IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO
BE RETURNED TO SPAULDING & NORRIS, PA, UPON REQUEST.
THIS DRAWING IS THE PROPERTY OF:
EIP-1.0
952-19CONSTRUCTION PLANSOVERALL ENVIRONMENTAL IMPACT MAPGENERAL NOTES
1.BOUNDARY INFORMATION AND ALL JURISDICTIONAL STREAMS AND WETLANDS
DELINEATED AND LOCATED BY SURVEY FROM M-III, PLLC.
2.FIELD TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4.ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF WENDELL STANDARDS AND
SPECIFICATIONS.
5.ALL UTILITIES SHALL BE LOCATED UNDERGROUND AND SHALL CONFORM TO THE
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
6.WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NC BUILDING CODE, VOLUME C, ACCESSIBILITY.
7.SIGN PERMITS SHALL BE REQUIRED FOR ANY SIGNAGE IN THE TOWN OF WENDELL.
PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS.
SIGN PERMITTING IS A SEPARATE SUBMITTAL, REVIEW AND APPROVAL PROCESS.
8.AN EROSION CONTROL PERMIT IS REQUIRED FROM WAKE COUNTY ENVIRONMENTAL
SERVICES PRIOR TO ANY GRADING ON THIS SITE. GRADING CONTRACTOR SHALL
CONTACT WAKE COUNTY FOR FINAL VERIFICATION OF ON-SITE EROSION CONTROL
MEASURES PRIOR TO CONSTRUCTION.
9.NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING
AUTHORITY.
10.ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE TOWN OF WENDELL'S STANDARDS.
11.DO NOT SCALE DRAWINGS. DIGITAL INFORMATION SHALL BE PROVIDED FOR
CONSTRUCTION.
12.ALL DIMENSIONS ARE REFERENCED FROM BACK OF CURB TO BACK OF CURB.
13.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN
ALL LOCATIONS.
14.BUILDINGS SHALL BE FIELD STAKED BY A PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION.
15.ALL PARKING AREAS SHALL BE SURFACED WITH 6" CABC AND 2 1
2" ASPHALT. DRIVE
AISLES SHALL BE SURFACES WITH 8" CABC AND 2 1
2" ASPHALT.
16.PROVIDE ELECTRICAL SERVICE TO ALL SIGN LOCATIONS.
17.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF
ANY PROPOSED EASEMENTS REQUIRED BY THIS PLAN PRIOR TO THE CERTIFICATE
OF OCCUPANCY.
18.THE MUNICIPAL ADDRESS SHALL BE DISPLAYED ON ALL BUILDINGS AT LEAST 12"
TALL, READILY VISIBLE FROM THE STREET AND IN A COLOR CONTRASTING THE
BACKGROUND.
19.ALL GRADES SHOWN ARE FINISHED TOP OF MULCH. NEVER FILL MULCH ABOVE
FINISH FLOOR ELEVATIONS.
20.LOT RECORDATION NEEDS TO OCCUR PRIOR TO OBTAINING A BUILDING PERMIT FOR
THIS SITE.
21.THE OWNER/BUILDING MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING MANUFACTURER, OR
AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE LIGHTING IS
INSTALLED ACCORDING TO TOWN STANDARDS, THE APPROVED PLANS AND ANY
APPLICABLE CONDITIONS.
WW W
W
W
W
W
W
W
W
W
W
W
W
W
VISI
T
O
R
PAR
K
I
N
GWETLWETLWETLWETLWETLWETLWETLWETLWETL
WETL
WETLWE
T
L
WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWET
L WETLWETL WETLWETLWETLWETLWET
L WETLWETLWETLWETLWETLWETLWETLWETLWETL7+00
8+0
0
9+0
0
6+57.156+57.15
CB
B24
CB
B23
FES
B61
24"RCPCB
B6718"RCPCB
B63
18"
R
C
P
CB
B64
18"
R
C
P
CB
B65 18"RCPCB
B66
18"
R
C
P
CB
B68
15"R
C
P
CB
B69
15"RCP41+
0
0
42+
0
0
43+00
MH
16
SSSSSSSSSSSSSSSSSSSSSSSSMH
23 SSSSSS31231031031030031050'
N
R
B

B
U
F
F
E
R
R
R
RRRRRR
R
R
R
L
L
L
L
LLLL
L
L
L
5+50317.8316.026+00316.5314.566+50314.1312.847+00308.1311.147+50302.7309.848+00299.7309.138+50301.4309.009+00304.8309.419+50307.3309.91-3.4
4
%
LOW POINT ELEV = 308.98
LOW POINT STA = 8+35.70
PVI STA = 7+83.73
PVI ELEV = 308.25
A.D. = 4.44
K = 42.64
189.22' VC
BVCS: 6+89.12BVCE: 311.50EVCS: 8+78.35EVCE: 309.19EVCS: 6+00.00EVCE: 314.5618"
R
C
P
CB
A7
CB
A2
18" RCP
CB
B64
18" RC
P
CB
B63
18" RCP
CB
B62
MH 15MH 15-MH 16
281.71 LF @ 0.50%
8" DIP
MH 16STA 42+94.88RIM = 310.99INV OUT = 303.00INV IN = 303.20MH 16-MH 17
116.77 LF @ 0.51%
8" DIP
MH 17STA 44+11.65RIM = 315.09INV OUT = 303.80INV IN = 304.00MH 17-MH 18
119.32 LF @ 0.50%
8" PVC PIPE
290
295
300
305
310
315
320
325
PROJECT NUMBER
DRAWING
SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEELLIS DEVELOPMENTS LTD03-09-2020TOM SPAULDINGJUSTIN ROHDEMIII SURVEYING- MARK YARBROUGHEAGLE RISE SUBDIVISIONTOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875EIP-2.0
952-19CONSTRUCTION PLANSEAGLES RISE AVENUE - PLAN AND PROFILE20
HORIZ:1'=50'
VERT: 1'=5'EAGLES RISE AVENUE PROFILE
EAGLES RISE AVENUE PLAN
50
PROPOSED CROSSING
WL INV. 310.0
SD TOP 307.5
PROPOSED CROSSING
WL INV. 305.6
SD TOP 299.2
PROPOSED CROSSING
SD INV. 303.6
WL TOP 302.0
PROPOSED CROSSING
SD INV. 303.7
WL TOP 302.0
PROPOSED 12" DIP
WATERLINE
(MIN. 3'-0" COVER)
PERMANENT WETLAND
IMPACT 1A
ACCUMULATED
AREA = 1,321 SF
PERMANENT WETLAND
IMPACT 1B
ACCUMULATED
AREA = 1,333 SF
PERMANENT WETLAND
IMPACT 1C
ACCUMULATED
AREA = 314 SF
PERMANENT STREAM
IMPACT 1
ACCUMULATED
144 LF
PERMANENT ZONE 2
IMPACT 1B
ACCUMULATED
AREA = 2,341 SF
PERMANENT ZONE 2
IMPACT 1
ACCUMULATED
AREA = 2,058 SF
PERMANENT ZONE 1
IMPACT 1
ACCUMULATED
AREA = 9,678 SF
PERMANENT ZONE 2
IMPACT 4
ACCUMULATED
AREA = 372 SF
PERMANENT ZONE 2
IMPACT 3
ACCUMULATED
AREA = 1,238 SF
NOTE: NO WETLAND FILL
PROPOSED IN THIS AREA
W W W W W W W W W W
WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETL10+00
11+00
CB
B31
MH
35
SS SS
MH
39
31
6
R
R
R
R R
R
R
L
L
L
LL
L
L
9+00317.7316.359+50314.4315.8410+00312.7315.3810+50312.2314.9911+00312.3314.6811+50313.9314.4112+00315.6314.14-0.53%
LOW POINT ELEV = 314.66
LOW POINT STA = 11+03.34
PVI STA = 10+28.34
PVI ELEV = 315.06
A.D. = 0.47
K = 320.37
150.00' VC
BVCS: 9+53.34BVCE: 315.81EVCS: 11+03.34EVCE: 314.66STREET 'G'STREET 'F'CB
C9
DCB
C10
MH 35STA 9+57.63RIM = 315.63INV OUT = 307.40MH 33-MH 35
96.49 LF @ 1.04%
8" PVC PIPE
INV IN = 306.40MH 39STA 10+98.82RIM = 314.53INV OUT = 305.50MH 38-MH 39
80.97 LF @ 1
.
2
3
%
8" DIP
MH 38STA 11+80.67RIM = 314.14INV OUT = 304.30INV IN = 304.50INV IN = 304.30295
300
305
310
315
320
325
330
335
PROJECT NUMBER
DRAWING
SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEELLIS DEVELOPMENTS LTD03-09-2020TOM SPAULDINGJUSTIN ROHDEMIII SURVEYING- MARK YARBROUGHEAGLE RISE SUBDIVISIONTOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875EIP-3.0
952-19CONSTRUCTION PLANSBRATTON ROCK LANE EIP MAP20
BRATTON ROCK LANE PROFILE
BRATTON ROCK LANE PLAN
HORIZ:1'=50'
VERT: 1'=5'
PROPOSED CROSSING
SD INV. 309.4
WL TOP 307.4
PROPOSED CROSSING
WL INV. 310.8
SD TOP 308.5
PROPOSED CROSSING
WL INV. 310.6
SS TOP 304.9
PERMANENT WETLAND
IMPACT 5
ACCUMULATED
AREA = 420 SF
WETL WETLWET
L WETLWETLWE
T
LWETL26+
0
0
27+00
28
+
0
0
MH
8
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
MH
7B
FES2
CS2
30" RCP
29630.0' PUBLIC SANITARYSEWER EASEMENT20.0' GREENWAYEASEMENT (TYP)20.0' PRIVATE STORMWATEREASEMENT (TYP)25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00MH 7ASTA 24+88.96RIM = 295.28INV OUT = 291.50INV IN = 291.70INV IN = 291.70MH 8STA 27+81.82RIM = 299.84INV OUT = 293.50INV IN = 293.70MH 7A-MH 7B
119.23 LF @ 0.59%
8" PVC PIPE
MH 9STA 28+90.85RIM = 300.50INV OUT = 294.30INV IN = 294.50MH 8-MH 9
109.03 LF @ 0.55%
8" PVC PIPE
MH 7B-MH 8
173.62 LF @ 0.52%
8" DIP
MH 7BSTA 26+08.20RIM = 297.38INV OUT = 292.40INV IN = 292.60275
280
285
290
295
300
305
310
PROJECT NUMBER
DRAWING
SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEELLIS DEVELOPMENTS LTD03-09-2020TOM SPAULDINGJUSTIN ROHDEMIII SURVEYING- MARK YARBROUGHEAGLE RISE SUBDIVISIONTOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875EIP-4.0
952-19CONSTRUCTION PLANSOFFSITE SEWER EIP MAP20
OFFSITE SANITARY SEWER PROFILE
OFFSITE SANITARY SEWER PLAN
HORIZ:1'=50'
VERT: 1'=5'
PROPOSED GRADE (TYP)
EXISTING GRADE (TYP)
PERMANENT ZONE 2
IMPACT 6B
ACCUMULATED
AREA = 403 SF
EXISTING STREAM
8" SANITARY SEWER
WOOD PEDESTRIAN
BRIDGE
AERIAL SEWER
CROSSING PIER
(TYP)
50'

N
R
B

B
U
F
F
E
R

(
T
Y
P
)
PERMANENT ZONE 2
IMPACT 6A
ACCUMULATED
AREA = 403 SF
PERMANENT ZONE 1
IMPACT 6
ACCUMULATED
AREA = 3,553 SF
PERMANENT ZONE 2
IMPACT 7A
ACCUMULATED
AREA = 605 SF
PERMANENT ZONE 1
IMPACT 7
ACCUMULATED
AREA = 2,155 SF
PERMANENT ZONE 2
IMPACT 7B
ACCUMULATED
AREA = 661 SF
PERMANENT ZONE 2
IMPACT 8
ACCUMULATED
AREA = 363 SF
PERMANENT ZONE 2
IMPACT 9
ACCUMULATED
AREA = 192 SF
PERMANENT ZONE 1
IMPACT 10
ACCUMULATED
AREA = 650 SF
PERMANENT ZONE 2
IMPACT 10A
ACCUMULATED
AREA = 410 SF
PERMANENT ZONE 2
IMPACT 11
(SEE SHEET EIP-5.0)
SCM 2
TEMPORARY CONSTRUCTION
SHALL BE PERFORMED WITHIN
20' STORMWATER EASEMENT.
TEMPORARY CONSTRUCTION
SHALL BE PERFORMED WITHIN
30' SANITARY SEWER EASEMENT.
WWWWWWWETLWETLWET
L
WETLWETLWETLWETLWETLWETLWETLWET
L
WETLWETL
WETLWETLWETLWETLWETLWETLWETL6+006+42.15FES
B58
MH
22
S
S
S
S 310310320320320312POOL AND
BATHHOUSEMAIL KIOSKWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETL
WETLCS2
30" RCP
302300290PROJECT NUMBER
DRAWING
SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEELLIS DEVELOPMENTS LTD03-09-2020TOM SPAULDINGJUSTIN ROHDEMIII SURVEYING- MARK YARBROUGHEAGLE RISE SUBDIVISIONTOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875EIP-5.0
952-19CONSTRUCTION PLANSBUFFER EIP MAP20
BUFFER ZONE 2 - IMPACT 13, 14, & 15
PERMANENT ZONE 2
BUFFER IMPACT 11
ACCUMULATED
AREA = 2,055 SF
BUFFER ZONE 2 - IMPACT 11 & 12
PERMANENT ZONE 2
BUFFER IMPACT 12
ACCUMULATED
AREA = 728 SF
PERMANENT ZONE 2
BUFFER IMPACT 13
ACCUMULATED
AREA = 100 SF
PERMANENT ZONE 2
BUFFER IMPACT 14
ACCUMULATED
AREA = 142 SF
PERMANENT ZONE 2
BUFFER IMPACT 15
ACCUMULATED
AREA = 771 SF
PERMANENT ZONE 1
IMPACT 10
(SEE SHEET EIP-4.0)
PERMANENT ZONE 2
IMPACT 10A
(SEE SHEET EIP-4.0)
mom Roy Cooper, Governor
■■ , NC DEPARTMENT OF Susi Hamilton. Secretary
■m mo NATURAL AND CULTURAL RESOURCES
E mom Walter Clark, Director, Land and Water Stewardship
NCNHDE-9877
July 30, 2019
Sean Clark
Sage Ecological Services
3707 Swift Drive
Raleigh, NC 27606-2543
RE: Eagle Rock Road Site; 2019.62
Dear Sean Clark:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httos://www.fws.Qov/offices/Directorv/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butlerCc ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
�p 121 W. JONES STREET. RALEIGH. NC 27603 - 1651 MAIL SERVICE CENTER. RALEIGH. NC 27699
& OFC 919.707.9120 - FAX 919.707,9121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Eagle Rock Road Site
Project No. 2019.62
July 30, 2019
NCN H DE-9877
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Nam mmon Name t Element
Accuracy Federal
State Global State
Group Observation Occurrence
Status
Status Rank Rank
Date Rank
Amphibian 8523 Hemidactylium Four -toed Salamander 2017-02-20 E
3-Medium ---
Special G5 S3
scutatum
Concern
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H?
5-Very ---
Significantly G5 S2?
Damselfly
Low
Rare
Natural 35124 Coastal Plain --- 2015-04-27 C
2-High ---
--- G4G5 S4
Community Semipermanent
Impoundment
(Cypress -Gum
Subtype)
Natural 35122 Coastal Plain --- 2015-04-27 B
2-High ---
--- G5 S4
Community Semipermanent
Impoundment (Open
Water Subtype)
Natural 35123 Coastal Plain --- 2015-04-27 C
2-High ---
--- G4? S4
Community Semipermanent
Impoundment (Typic
Marsh Subtype)
Natural 14727 Coastal Plain Small --- 2015-04-27 C
2-High ---
--- G4? S4
Community Stream Swamp
Natural Areas Documented Within a One -mile Radius of the Project Area
rite Name Representational Rating
Collective Rating
Robertson Mill Pond and Buffalo Creek Floodplain R5 (General)
C5 (General)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name
Owner Type
Wake County Open Space Wake County: multiple local government
Local Government
Wake County Open Space Wake County
Local Government
Town of Wendell Open Space Town of Wendell
Local Government
Page 2 of 4

Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.orq/content/help. Data query generated on July 30, 2019; source: NCNHP, Q2 Apr 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

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Project Boundary
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Page 4 of 4
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FAO, NPS, NRCAN, GeoBase, IGN, Kadasler NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contibutors, and the GIS
User Community