20210985 Ver 2_401 Request Attachment_20211105

Page 1 of 10
PCN Form – Version 1.4 January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 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 Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Horton Ridge
Wake
Apex
Carol B Heelan Irrevocable Trust
015075/01886
10046 Bishops Gate Blvd
Pineville, NC 28134
14
Page 2 of 10
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Lisa Long for Jim Spangler
Spangler Environmental
4338 Bland Rd.
Raleigh, NC 27609
919-875-4288
[e-mail]
Page 3 of 10
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
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:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
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
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
0720075965
-78.931798
91
Little Beaver Creek
WS-IV;NSW
Cape Fear
The property is currently occupied by undeveloped forested and pasture land.
6.06
The project will serve as a road connection to the existing Horton Ridge Blvd in accordance with the Town of Apex transportation plan.
Bulldozers, excavators, motor graders, off-road trucks, rollers, etc. will be used to clear and grade the site.
Spangler Environmental
7/22/2020 See attached maps.
35.69437
9,444
Maria Polizzi and Ward Marotti
Page 4 of 10
PCN Form – Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Fill Bottomland Hardwood Forest Yes Corps 0.09
Yes Corps 0.09
Yes Corps 0.24
Yes/No -
Yes/No -
Yes/No -
0.42
Fill S5 INT Corps 2.7 172
S7 3.5 154
S2/Little Beaver Creek 6.5 89
S2/Little Beaver Creek 6.5 46
461
P
P
P
-
-
-
Fill
Fill
Choose one
Choose one
Choose one
Bottomland Hardwood Forest
Bottomland Hardwood Forest
Choose one
Choose one
Choose one
P
P
P
T
-
-
Culvert
Culvert
Culvert
Choose one
Choose one
INT
PER
PER
-
-
Corps
Corps
Corps
-
-
Page 5 of 10
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
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.Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Choose one Choose
Choose one
Road construction Little Beaver Creek Yes 8,553 5,246
Road construction S7 9,156 4,589
17,709 9,835
Buffer impacts are within the Jordan Lake Buffer Area and will be permitted through the Town of Apex.
-
-
-
-
Choose one
Choose one
Choose one
Choose
Choose
Choose
Choose one
Jordan Lake
P
P
-
-
-
-
Yes
Yes/No
Yes/No
Yes/No
Yes/No
)
Page 6 of 10
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature:
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.
The road connection was designed to avoid impacts to WOTUS to the maximum extent practicable, while still containing the required grade and
curvatures for safety and connectivity.
Sediment and erosion control measures will be implemented in order to control runoff and other discharges from activities to be conducted in the fill
areas. Pump arounds will be used during culvert installation.
Banks within the watershed are being contacted.
Choose one
Non-riparian wetland
Choose one
Choose one
0.42
Page 7 of 10
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:
Buffer impacts are within the Jordan Lake Buffer Area and will be permitted through the Town of Apex.
Page 8 of 10
PCN Form – Version 1.4 January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
Town of Apex
Page 9 of 10
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
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
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility. N/A
Page 10 of 10
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? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
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?
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 (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)

Date
_______________
pplicant/Agent'sSig
-
NC NHP data and an on site inspection
On site inspection.SHPO datat was not requested for this project.
FIRM panel
Lisa Long for Jim Spangler 8/20/2021
Type of Instrument: Indemnification Agreement
Prepared By Apex Town Attorney
Mail To: Apex Town Attorney, P.O. Box 250, Apex, NC, 27502.
NORTH CAROLINA INDEMNIFICATION AGREEMENT
WAKE COUNTY
THIS INDEMINIFICATION AGREEMENT (` Agreement") is made on the date
indicated on the signature page to this Agreement by M/I Homes of Raleigh, LLC, a Delaware
limited liability company (the "Company"), to the Town of Apex, (the ` Town '). Company and
the Town are sometimes referred to herein individually as a "party" and together as the `parties. '
BACKGROUND
1. IDENTIFY THE PROPERTY WHERE ROAD IS TO BE CONSTRUCTED.
Company is the contract purchaser of that certain tract of real property located at 3120 Olive Farm
Road, Apex, NC 27502; PIN 0720075965, (the "Property') as described in the deed recorded in
Book 15075, Page 1886 at the Wake County Register of Deeds.
2. Company desires to construct an extension to Horton Ridge Boulevard which shall
be in general conformity with construction drawings for the Retreat at Friendship project that have
been approved by the Town of Apex (the "Project").
3. In consideration of Company indemnifying Town for Company's construction
activities related to the Project listed in Part 2 of the Background Section of this Agreement, and,
subject to the terms of this Agreement Town is wilhng to make application to the United States
Army Corps Engineers ("USACE") required for the Project.
4. Company shall be responsible for all conditions, special conditions, requirements,
notifications and certifications associated with the Pre -Construction Notification 401/404 Permits,
Nationwide Permit 14, and any other required Regional and Nationwide General Permits issued
by the United States Army Corps of Engineers ( `USACE') and the N.C. Department of
Environmental Quality ("NCDEQ') required for the Project. The Town shall not be responsible
1
310067051.2

for, nor held liable for any additional permit modifications, fees, violations, or other requirements
set forth by either permitting agency in conjunction with the Project.
NOW, THEREFORE, in consideration of the foregoing, the mutual desires of the parties
to this Agreement and other valuable consideration paid to Company, the receipt of sufficiency
of which is acknowledged by the Town, Company hereby indemnifies Town as follows:
INDEMNIFICATION
1. To the maximum extent allowed by law, Company shall indemnify and save
harmless Town from and against all injuries, loss or damages, obligations, penalties, and fines
(including but not limited to those levied by NCDEQ) that arise in any manner from, in connection
with, or out of construction of the Project as a result of acts of Company or its subcontractors or
anyone directly or indirectly employed by any of them or anyone for whose acts any of them may
be liable, including any unpermitted work or notices of violation while working under Town's
environmental permits.
2. Notwithstanding anything else contained herein, Town shall not require the
Company to indemnify defend, or hold harmless the Town against injury, loss or damages,
obligations and fines arising out of or proximately caused by or resulting from the negligence or
willful misconduct, in whole or in part, of the Town, its officers, officials, independent contractors,
agents, employees.
GENERAL TERMS
1. The construction of the Project by or on behalf of Company pursuant to this
Agreement shall be done in compliance with all laws, ordinances and regulations of the applicable
governmental entities.
2. If any provision of this Agreement or the application thereof to any person legal
entity, or circumstance shall, for any reason and to any extent, be invalid or unenforceable, the
remainder thereof and the application of such provision to other persons, legal entities, and
circumstances shall not be affected hereby, but shall be enforced to the greatest extent permitted
by law.
3. This Agreement and the enforcement of its provisions shall be governed by and
construed under the laws of the State of North Carolina. Each party to this Agreement consents to
the exclusive personal jurisdiction by the courts of North Carolina and to venue in Wake County,
North Carolina, by any appropriate proceeding at law or in equity against any person or entity
violating or attempting to violate this agreement, either to restrain such violation, to enforce
personal liability, or to recover damages or by any appropriate proceeding at law or in equity
against the land to enforce any lien or charges arising by virtue hereof.
4. This Agreement constitutes the entire and exclusive agreement on this subject
matter and supersedes any and all prior agreements, arrangements, and understandings, whether
written, oral electronic, or otherwise on this subject matter. No modification of this Agreement
shall be binding unless in writing, identified as a modification, signed by the party against which
2
310067051.2

that modification is sought to be enforced. The rights and remedies provided by this Agreement
are cumulative and are in addition to any other rights the parties may have by law, statute
ordinance or otherwise, and the use of any one right or remedy by any party shall not preclude or
waive its right to use any or all other remedies.
5. This document may be executed in one or more originals, all of which together shall
constitute one and the same original. It is not necessary to the validity of this document that all of
the parties execute the same execution page.
(Signatures on following page)
3
310067051.2

M/I Homes of Raleigh, LLC,
a Delawr limit, liability company
B
y,
Name:
Title:
r r' CZ taseaat4aelt/L
STATE OF NORTH CAROLINA
COUNTY OF Wake, % count 4, which acknowledgement taken]
� g
I, certify that £c it R- Le/9--rbt-A-nr) , personally appeared before
me this day and acknowledged that he/she is a member/manager of Mi llo,rricS
Grantor herein, and that by authority duly given as an member/manager of the company, the
foregoing instrument was signed and sealed by him/her on behalf of the company and
acknowledged said writing to be the act and deed of said company.
miA
Witness myhand and official star or seal, this /6ayof \AAJ1-8-'
p
[Signature Notary Public]
My Commission Expires: /`�� i,, 2o22-
TOWN OF APEX
By: 19 3
•
ttest Attest
Raljh-Glarlr, Interim Town Manager
-}-t avc-! a PG R\i l � masa*
onna Hosch, Town Clei
4
•
CINDY D. HALLOWES
NO�►PUBLiC
CHATHAM COUNTY, N.C.
, 2021.
310067051.2

69
SPANGLER
ENVIRONMENTAL, INC.
Environmental Planning Environmental Permitting Environmental Consulting Environmental Construction Management Expert Testimony
MUNICIPAL OFFICIAL / AGENT AUTHORIZATION
Project Name/Description: Town of Apex: Horton Ridge Boulevard Road Extension Project
SEI Project # 20191015
Date: 15 June 2021
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Lyle Phillips Field Office: Regulatory Field Office
This document authorizes Spangler Environmental, Inc. (SEI) (as my agent) to act on my behalf for the sole and limited
purpose of taking all actions necessary for the processing, issuance and acceptance of a permit or certification from the
U.S. Army Corps of Engineers and any and all standards and special conditions associated with said permit or
certification. This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by SEI staff. You should call SEI to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION
Parcel Index Number(s) (PIN): 0710-98-7950 & 0720-07-5965,-09-2779,-09-0188,-18-1967
Site Address: 8824 New Hope Farm Rd, 3120 Olive Farm Rd, 0 Humie Olive Rd, 8829 New Hope Farm Rd, 3108 Olive
Farm Rd City, County, State: Apex, Wake County, North Carolina
MUNICIPAL OFFICIAL INFORMATION:
ellavW)4 i/G
Name: -14#1,4pk, Interim Town Manager (Attn: Russell Dalton, Sr. Transportation Engineer)
Address: PO Box 250, Apex, NC 27502 (street address: 73 Hunter Street)
Phone No.: 919-249-3301/3358
Mobile No.:
Email: [e-mail]
Sk2.4vt etA.rvij
Municipal Official (please print) Date
Municipal Official's Signature
‘-71•--2/
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge.
4338 Bland Road Raleigh, N.C. 27609 phone [phone] fax [phone]
TOLL FREE 1-866-SPANGLER www.spanglerenvironmental.com

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IMPACT TYPE
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PERMANENT STREAM IMPACT o./\
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2000, A 100-YEAR FLOODPLAIN 15 PRESENT.
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SPANGLER ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM
BUFFER DETERMINATION NUMBER 15 19-003.
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3
1910

69
SPANGLER
ENVIRONMENTAL, INC.
Environmental Planning Environmental Permitting Environmental Consulting Environmental Construction Management Expert Testimony
MUNICIPAL OFFICIAL / AGENT AUTHORIZATION
Project Name/Description: Town of Apex: Horton Ridge Boulevard Road Extension Project
SEI Project # 20191015
Date: 15 June 2021
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Lyle Phillips Field Office: Regulatory Field Office
This document authorizes Spangler Environmental, Inc. (SEI) (as my agent) to act on my behalf for the sole and limited
purpose of taking all actions necessary for the processing, issuance and acceptance of a permit or certification from the
U.S. Army Corps of Engineers and any and all standards and special conditions associated with said permit or
certification. This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by SEI staff. You should call SEI to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION
Parcel Index Number(s) (PIN): 0710-98-7950 & 0720-07-5965,-09-2779,-09-0188,-18-1967
Site Address: 8824 New Hope Farm Rd, 3120 Olive Farm Rd, 0 Humie Olive Rd, 8829 New Hope Farm Rd, 3108 Olive
Farm Rd City, County, State: Apex, Wake County, North Carolina
MUNICIPAL OFFICIAL INFORMATION:
ellavW)4 i/G
Name: -14#1,4pk, Interim Town Manager (Attn: Russell Dalton, Sr. Transportation Engineer)
Address: PO Box 250, Apex, NC 27502 (street address: 73 Hunter Street)
Phone No.: 919-249-3301/3358
Mobile No.:
Email: [e-mail]
Sk2.4vt etA.rvij
Municipal Official (please print) Date
Municipal Official's Signature
‘-71•--2/
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge.
4338 Bland Road Raleigh, N.C. 27609 phone [phone] fax [phone]
TOLL FREE 1-866-SPANGLER www.spanglerenvironmental.com

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2020-01098 County: Wake U.S.G.S. Quad: NC- New Hill

NOTIFICATION OF JURISDICTIONAL DETERMINATION

Requestor: Spangler Environmental
Maria Polizzi
Address: 4338 Bland Road
Raleigh, NC 27609
Telephone Number: 919-875-4288
E-mail: [e-mail]

Size (acres) 131 Nearest Town New Hill
Nearest Waterway Little Beaver Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude: 35.6970
Longitude: -78.9310
Location description: The project site is approximately 131 acres located adjacent to Humie Olive Road to the north, Olive
Farm Road to the east, and Little Beaver Creek to the south, near the town of Apex, Wake County, North Carolina.

Indicate Which of the Following Apply:
A.PreliminaryDetermination
܈ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated February 2020.
Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining
compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource
protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be
affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
܆ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination

܆ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
܆ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
܆The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
SAW-2020-01098
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
܆The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.

Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact James Lastinger at 919-554-4884 ext 32 or
[e-mail].

C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 07/22/2020.
D. Remarks: None.

E. Attention USDA Program Participants

This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.

F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)

This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:

US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: ______________________________________________________

Date of JD: 07/22/2020 Expiration Date of JD: Not applicable
SAW-2020-01098
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Copy furnished:

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Spangler Environmental, Maria Polizzi File Number: SAW-2020-01098 Date: 07/22/2020
Attached is: See Section below
܆ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
܆ PROFFERED PERMIT (Standard Permit or Letter of permission) B
܆ PERMIT DENIAL C
܆ APPROVED JURISDICTIONAL DETERMINATION D
܈ PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
x ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
x APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: James Lastinger
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportunity to participate in all site investigations.

________________________________________
Signature of appellant or agent.
Date: Telephone number:

For appeals on Initial Proffered Permits send this form to:

District Engineer, Wilmington Regulatory Division, Attn: James Lastinger , 69 Darlington Avenue, Wilmington, North
Carolina 28403

For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:

Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 07/22/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Spangler Environmental, Maria Polizzi, 4338
Bland Road, Raleigh, NC 27609
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Heelan Tract, SAW-2020-
01098
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project site is approximately
131 acres located adjacent to Humie Olive Road to the north, Olive Farm Road to the east, and Little Beaver
Creek to the south, near the town of Apex, Wake County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Wake City: New Hill
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.6970 Longitude: -78.9310
Universal Transverse Mercator:
Name of nearest waterbody: Little Beaver Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):

܆Office (Desk) Determination. Date:
܈Field Determination. Date(s): multiple site visits on February 5, 2020 and June 2, 2020
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION

SiteNumberLatitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated
amountof
aquatic
resourcesin
reviewarea
(acreageand
linearfeet,if
applicable
Typeofaquatic
resources(i.e.,
wetlandvs.
nonͲwetland
waters)
Geographicauthorityto
whichtheaquatic
resource“maybe”
subject(i.e.,Section404
orSection10/404)
W1 35.69873700 -78.92802700 0.86 Wetland Section 404
W2 35.69687000 -78.93343500 0.15 Wetland Section 404
W3 35.69389400 -78.93426600 0.1 Wetland Section 404
W4 35.69309400 -78.93477000 2.17 Wetland Section 404
W5 35.69224900 -78.93354400 0.15 Wetland Section 404
W8 35.69424200 -78.55890000 2.11 Wetland Section 404
W9 35.69500000 -78.92900000 0.31 Wetland Section 404
W10 35.69500000 -78.93400000 0.01 Wetland Section 404
W11 35.69700000 -78.93100000 0.29 Wetland Section 404
W12 35.69700000 -78.92900000 0.23 Wetland Section 404
W13 35.69500000 -78.93100000 0.13 Wetland Section 404
W14 35.69200000 -78.93000000 0.54 Wetland Section 404
W15 35.69500000 -78.92900000 0.08 Wetland Section 404
W16 35.69300000 -78.93100000 0.56 Wetland Section 404
W17 35.69300000 -78.93200000 0.03 Wetland Section 404
W18 35.70100000 -78.93900000 0.05 Wetland Section 404

S1 35.41650000 -78.55780000 2979 Non-Wetland Section 404
S2 35.69231000 -78.93080000 2057 Non-Wetland Section 404
S3 35.69500000 -78.93800000 392 Non-Wetland Section 404
S4 35.69219000 -78.93287000 154 Non-Wetland Section 404
S5 35.69423000 -78.92970000 343 Non-Wetland Section 404
S6 35.69300000 -78.93200000 252 Non-Wetland Section 404
S7 35.35696600 -78.92850000 2035 Non-Wetland Section 404
S8 35.69300000 -78.93000000 782 Non-Wetland Section 404
S9 35.69700000 -78.93800000 398 Non-Wetland Section 404
P1 35.69961000 -78.93230000 0.53 Non-Wetland Section 404
P2 35.69879000 -78.93271000 0.5 Non-Wetland Section 404

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 are included in the administrative
record and are appropriately cited:
܈Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: attached dated February 2020
܈Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
܈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: New Hill Quad
܈Natural Resources Conservation Service Soil Survey. Citation: NRCS websoil survey
܈National wetlands inventory map(s). Cite name: USFWS NWI
܆State/local wetland inventory map(s):
܈FEMA/FIRM maps: NC FIRM maps
܆100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
܈ Photographs: ܈ Aerial (Name & Date):
or ܆ Other (Name & Date):
܆Previous determination(s). File no. and date of response letter:
܈ Other information (please specify): USGS 3DEP bare earth DEM hillshade and LiDAR

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 determinations.

Signature and date of Regulatory
staff member completing PJD
07/22/2020

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.
4338 Bland Road Raleigh, NC 27609
919-875-4288
Heelan
3108 & 3120 Olive Farm Road
New Hill, NC
February 2020
Wetlands/Streams Map
map source:
Wake County GIS
S1
S7
W1
W3
W4W4
W8
W5
W2
P1
P2
S4
S5
S2
S8
W10
W13
W12
W9
W15
W14
W11
W16
W17 S6
W18
S3
S6
S8
«
0 250 500 750 1,000125
Feet
Legend
Contour_Wake
Potentially Jurisdictional Stream
$UHDQRWHYDOXDWHG
Approximate Project Boundary
Potentially Jurisdictional Non-wetland
Potentially Jurisdictional Wetland
S9
December 11, 2019
Maria Polizzi
Senior Scientist — Land Resources
Spangler Environmental, Inc.
4338 Bland Road, Raleigh, NC 27609
Subject: Stream Buffer Determination
Heelan, Olive Farm Road
Cape Fear —Jordan Lake Watershed
Dear Maria Polizzi,
WATER RESOURCES DEPARTMENT
Apex 19-003
On December 6th, 2019, Mr. James Misciagno met with you at the subject site to evaluate Twelve (12)
drainage features and determine if they are subject to the Town of Apex (Town) riparian buffer rules.
Based on the information obtained during the site visit and per the requirements set forth in Section
6.1.11 of the Town Unified Development Ordinance (UDO), I concur with the stream classifications as
shown on the attached sketch dated December03, 2019 and initialed by James Misciagno.
Drainage
Feature
Shown as
on USGS
Shown as on
Soil Survey
Determination made
in the field
Determined Buffer
Width
S1A
Intermittent
Perennial
Ephemeral
0 feet
S1B
Intermittent
Perennial
Intermittent
50 feet
S3A
Not Present
Intermittent
Ephemeral
0 feet
S3B
Not Present
Intermittent
Ephemeral
0 feet
S4
Not Present
Not Present
No call needed
0 feet
S5
Not Present
Intermittent
Intermittent
50 feet
S6A
Not Present
Intermittent
Ephemeral
0 feet
57A
Intermittent
Intermittent
Ephemeral
0 feet
S78
Intermittent
Intermittent
Intermittent
50 feet
S8
Intermittent
Intermittent
Intermittent
50 feet

S9
Not Present
Intermittent
Ephemeral
0 feet
S10
Not Present
Not Present
No call needed
0 feet
*Streams S4, S5 and S10 were all delineated by Spangler Environmental on their sketch map and all fall
within the perennial stream buffer that was not contested on the southern portion of the property;
therefore, call sheets were not required, but features were verified by James Misciagno in the field on
December 6th, 2019.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the Division of Water Resources (DWR) or Delegated Local
Authority in the Jordan Lake watershed may request a determination by the DWR Director.
An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a
determination by the Director shall be referred to the Director in writing c/o Karen Higgins, DWR —401 &
Buffer Permitting Unit; 1617 Mail Service Center, Raleigh, NC 27699-1617. Otherwise the appeal
procedure will be in accordance with UDO Section 6.1.11.
If you dispute the Director's determination, you may file a petition for an administrative hearing. You
must file the petition with the Office of Administrative Hearings within sixty (60) days of receipt of this
notice of decision. A petition is considered filed when it is received in the Office of Administrative Hearings
during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday
between the hours of 8:00am and 5:00pm, except for official State holidays.
To request a hearing, send the original and one (1) copy of the petition to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. A copy of the petition must also be served
to the Department of Natural Resources, c/o Mary Penny Thompson, General Counsel, 1601 Mail Service
Center, Raleigh, NC 27699-1601.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within
sixty (60) days. This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the US Army Corp of Engineers (Raleigh Regulator Field Office) at [phone].
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Michael S. Deaton, PE
Stormwater & Utility Engineering Manager
Attachments
TOWN OF APEX
The Peak of Good Living
PO Box 25o Apex, NC 275o2 I [phone] I www.apexnc.org

Riparian Buffer Call
Application
This application is required to be fully completed and submitted to Town staff prior to conducting a buffer call. Please submit the application
package electronically to michaei.deaton(alapexnc.orq.
PROPERTY INFORMATION
Owner(s):
Site Address:
Multiple (see table with owner and deed information)
3108 & 3120 Olive Farm Road, New Hill, NC
CONSULTANT INFORMATION (If applicable)
Name:
Address:
Email:
Phone:
CHECKLIST
Spangler Environmental, Inc.
4338 Bland Rd. Raleigh, NC, 27609
[e-mail]
919-875-4288
Please place a checkmark in the spaces provided below to indicate that the required information has been provided with this submittal.
Right of Entry Form
X
NCDEQStream Identification Forms
(v. 4.11)
X
Sketch Map*
X
Topo Map (most recent version)
X
1970 Wake County Soil Survey Map
X
*Sketch map should show all drainage features on the property with all applicable riparian buffers shown. Please clearly indicate or list which
features are being called with this application.
NOTES
SIGNATURE (Consultant or Responsible Party)
By my signature below, i certify that the information provided with this application is accurate and truthful.
Date:
11/22/19
Town of Apex Water Resources Department Revised 5/14/2019

3108 & 3120 Olive Farm Road
New Hill, NC
May 2019
-3M
6S�
SPANGLER
ENVIRONMENTAL, INC.
4338 Bland Road Raleigh, NC 27609
919-875-4288
3 ao
1970 Soil Survey Map
map source:
Wake County GIS

• 0*
0 145 290
L L u—
580 870 1,160
Feet
Heelan
3108 & 3120 Olive Farm Road
New Hill, NC
May 2019
1 h
•�6
1,4
55
SID
it
USGS The National Map: National Boundaries Dataset, 3DEP Elevation
Program, Geographic Names Inforration System, National Hydrography
Dataset, National Land Cover Database, National -
National Transportation Dataset; USGS Global Eci
Bureau TIGER/Line data;•U5'FS Oad Data; Natur,
Department of State Humanitarian Information Unit
Centers for Environmental Information, U.S. Coast
refreshed August, 2019.
69
SPANGLER
ENVIRONMENTAL, INC.
4338 Bland Road Raleigh, NC 27609
919-875-4288
1D—11/ 1/(Pkatal
Legend
Project Boundary
Wetlands/Streams Map
map source:
Wake County GIS

3108 & 3120 Olive Farm Road
New Hill, NC
May 2019
SPANGLER
ENVIRONMENTAL, INC.
4338 Bland Road Raleigh, NC 27609
19-875-4288
Legend
• Stream ID Form Locations
Stream
Approximate Property Boundary
Pond
50 ft. Buffer
100 ft. Buffer
Wetlands/Streams Map
map source:
Wake County GIS
Z'fin I?i3Ib1

-OM la-tabi atiol

NC 1)VVO Stream Identification Forst version 4.11
Date: `1 (1 1 )O
ProjectISIte: n 1 GA
Latitude: fee, &PS
Evaluator: Tir S{fiAG2l1 r
�♦J"
County: V v a.
Longitudo: SI f b
Total Points:
%
Stream is at least inte,mitfonf ' I . S
if a 19 or porennial if a 30'
Stream Detorml r circle ono)
Ephemeral .4=0 'erennial
Other
e.g. Quad Name:
toed
A. Geomorphology (Subtotal =. \ .') )
Absent
Weak
Moderate
Strong
1° Continuity of channel bed and bank
0
1
2
2. Sinuosity of channel along thalweg
0
1
011
^5
J _
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
r )
�/
2
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodpiain
0
3
6. Depositional bars or benches
0
2
3
7. Recent alluvial deposits
0
0
2
3
8. Headcuts
1
2
3
9. Grade control
0
$.5
1
1.5
10. Natural valley
0
%
1.5
11. Second or greater order channel
Yes = 3
artificial ditches are not rated; see dip stons in manual
R Nvrlrr,tnn\r iCnht-flat = `�.
12. Presence of Baseflow
0
2
3
13, Iron oxidizing bacteria
.,f)
1
2
3
14. Leaf litter
1.5
1
0.5
CP
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil -based evidence of higtj water table?
No = 0
Yes = 3
18. Fibrous roots in streambed
3
2
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
0
1 .
3
21. Aquatic Mollusks
1
2
3
Fish
(6)22.
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
_ 0.5
1
1.5
25. Algae
�0
5 .
1
1.5
26. Wetland plants in streambed
F CW= 0.75 OBL = 1.5 Other = 0
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:
P--

Date:
NC DWI Stream identification Form Version 4.11
P roJect/Slte: 4.k.U.A. ar
I l-1
Evaluator: 7t m S
Total Points:
Stream Is at least intermittent
H z 19 or perennial if 30'
25-
A Geomorphology (Subtotal = I
1" Continuity of channel bed and hank
2. Sinuosity of channel along thalweg
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
4. Particle size of stream substrate
5. Active/relict lloodplaln
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channel
B artificial ditches are not rated; see dlscy�slons In manual
B. Hydrology (Subtotal = ()
12. Presence of Baseflow
13. Iron oxidizing bacteria
14. Leaf litter
15. Sediment on plants or debris
16. Organic debris lines or piles
17. Soil -based evidence of high water table'?
County: woo.,
Stream Determination (circle one)
ifiemjI Intermittent Perennial
Longitude: te.c,,,frd
Other
Absent
0
0
0
0
0
n
0
0
0
.0=0
o=
Wyk
1
1
1
1
C -7
0.5
1
1
0.5
0.5
Moderate
2
2
2
2
2
()
1
co
2
2
0.5
1
Yes = 3
Yes = 3
Strong
3
3
3
3
3
3
3
3
1.5
1.5
3
3
C. Biology (Subtotal = t- , r
18. Fibrous roots in streambed
3
2
7
%,
0
19. Rooted upland plants in streambed
3
2
v
0
diversity and abundance)
0
1
3
20. Macrobenthos (note
Mollusks
1
2
3
21. Aquatic
Fish
0 5
1
1.5
_22.
Crayfish
0
0.5
1.5
23.
24. Amphibians
0.5
1
1.5
1
1.5
25. Algae
Wetland In streambed
oCW = 0 , OBL =1,5 Other = 0
26. plants
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
�( fQ,n �(�
Sketch: -eQ a -1- a c U` `' Y' S 1 S Epo I tr1 V'
do-e.. c-O w\ c-cRke V 0 ( (QC1Ct t toy
t
S 1,1
ioy16), ,
1-fr\ 0-1 ttf a-ot

NC DWQ Stream Identification Form
Date: I 1 III
Evaluator:
`Timlkr
Total Points:
Sfream Is of feast informtffonl
if t 19 orperannial if a 90'
F.
Version 4.11
ProJocUSlle:
County: WQI(jQ,
Stream Determination (circle one)
ti-Pn Intermittent Perennial
4I 1,/ 1J
CaVL
Latitude; -0
Longltudo:
Other
o.g. Quad Name:
A. Geornorpholo9 Subtotal = 0.
Absent
Weak
Moate
Strong /
1' Continuity of channel bed and bank
0
1
2 %
3
Sinuosity channel along thalweg
0
1
3
2. of
3. In -channel structure: ex. riffle -pool, step -pool,
1
2
3
ripple -pool sequence
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
0-"/
3
Depositional bars or benches
0
1
2
3
6.
7. Recent alluvial deposits
01
2
3
8. Headcuts
1
2
3
9. Grade control
0
/
}
1
1.5
10. Natural valley
0
0.6
(-7
1.5
11. Second or greater order channel
,,� = 0
Yes = 3
e .. _._, ...-,.__ .............ram• me flie, iccinng in mnniial
O. rlyuiuwyy lour+tv.a. -
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
,
1
2
3
14. Leaf litter
1
0.5
.Q
15. Sediment on plants or debris
y1.5
0 --:-.9 0.5
1
1.5
16. Organic debris lines or piles
0.5
1
1.5
17. Soil -based evidence of high water table?
L'M�
Yes = 3
SubtotaI =
la. Fibrous
18. Fibrous roots In streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
Crayfish
.p
0.5
1
1.5
23.
el
0.5
1
1.5
24. Amphibians
Algae
0
0.5
1
1.5
25.
oa iraminnri °Innis in streambed
FACW = 0.75; OBL = 1.5 a
er =
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch: S 3" f ov f LJ� l�l o° Y' S 1 I 1 a n1 T 6 IR( rill I l5lclack (G<kcrl`>-
cAr ck-k u \ Ccm •C I an mac- d Sg.
s-seen kw 4- wlc,v
s S
(od

Date:
NC DWQ Stream Identification hoar Version 4,11
Ill7l19
Evaluator: Tm SGt'1gl.2'
Total Points:
Stream is at load intermidonl
i12 19 or perennial ill 30'
9j
A. Geomorphology (Subtotal 1..1.__
1° Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
4. Particle size of stream substrate
5. Active/relict floodplaln
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9 Grade control
10. Natural valley
11. Second or greater order channel
° artificial ditches are not rated; see disc ss ors In manual
B. Hydrology (Subtotal = 4 )
12. Presence of Baseflow
13. Iron oxidizing bacteria
14. Leaf lifter
15. Sediment on plants or debris
16. Organic debris lines or piles
17. Soil -based evidence of high w/er table?
C. Biology (Subtotal =
18. Fibrous roots In streambed
19. Rooted upland plants In streambed
20. Macrobenthos (note diversity and abundance)
21. Aquatic Mollusks
22. Fish
23 Crayfish
24. Amphibians
25. Algae
Project/Site: Vat an
County: Wag,
Sire: a iotermination (clrclo ono)
intermittent Perennial
iamer
Absent
0
0
Weak
1
1
1
Latitude: V`
Longitude; e o1(,_(f(/(.bn
Other
e.g. Quad Name:
Moderate
2
2
2
r"
Strong
3
i1
0
0
0
Co
0
0
00
5
0
3
3
No=0
26. Wetland plants in streambed
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:
S33.
1
1
0,5
1
1
0.5
0.5
2
2
1
0.5
0.5
0.5
0.5
7
2
2
1
lYi
Yes =3
2
2
0.5
1
1
Yes =3
1
1
3
3
3
3
3
1.5
1.5
3
3
1.5
1.5
2 3
2 3
1
FACW = 0.75; OBL = 1.5
lrLLA V(,PO-A
1.5
1 1.5
1 1.5
1 1.5
old
11SM l a-f t i f 9-0' ci

1
1
NC DWO Stream Identification horns Version 4.11
Date: 1 / 7 / ( q
Evaluator.
Total Points:
dim Spanefistr
Sfinem is et least intermittent
if a 19 or pewnnial if a 30'
A. Geomo )holo° Subtotal=
1° Continuity of channel bed and ban
2. Sinuosity of channel along thalweg
3. In -channel structure: ex, riffle -pool, step -pool,
ripple -pool sequence
4. Particle size of stream substrate
5. Active/relict floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
ProjucU8lto: \ec,111�
County: W&L
u i
\E,phemera
orminatlon (circle one) Other
ntermittent Perennial e.g. Quad Name:
Abeont Weak
0
0
0
0
0
1
1
1
Moderate
2
2
2
2
2
Strong _
3
3
3
3
3
3
0
1
9. Grade control
10. Natural valley
0
0
1
11. Second or greater order channel
artificial ditches are not rated; see discuss)pns in manual
B. Hydrology (Subtotal = ) )
12. Presence of Baseflow
13. Iron oxidizing bacteria
14. Leaf litter
1
2
Yes = 3
3
1.5
1.5
3
1
1
2
0.5
15. Sediment on plants or debris
16. Organic debris lines or piles
17. Soil -based evidence of high water table?
C. Biolo
gy
(Subtotal =
18. Fibrous roots in streambed
Q
19. Rooted upland plants in streambed
20. Macrobenthos (note diversity and abundance)
21. Aquatic Mollusks
22. Fish
23. Crayfish
24. Amphibians
25. Algae
0
3
3
26. Wetland plants in streambed
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch: 5` /1 O,
0.5
0.5
2.
2
1
1
0.5
0.5
0.5
1
1
1
2
2
1
1
1
Yes = 3
3
1.5
1.5
3
3
1.5
1.5
1.5
0.5 1 1.5
FACW = 0.75; OBL = 1.t�Other
�'V� � 2-I t 1 1'd-61

NC DWQ Stream Identification Form Version 4.11
Date: I / J 61
Evaluator: nS pai�
Total Points: Tay)
t n 1 t` ilk.
Stream is at least inlemiiltenl
if a 19 or perennial if a 30'
to
ProJect/Slte: ,tf e el am
County: \n Iko
(.6k aCke
Latitude: S-Ct C-PS
Longitude: Meve--a �s
etermination (circle one)
Intermittent Perennial
Other
e.g. Quad Name:
A. Geomorphology (Subtotal = 1 )
Absent
Weak
Mod gate
Strong
laContinuity of channel bed and bank
0
1
3
2. Sinuosity of channel along thalweg
0
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
F
2
3
6. Depositional bars or benches
p�
1
2
3
7. Recent alluvial deposits
Pi.
2
3
8. Headcuts
0
O
2
3
9. Grade control
0
Of
1
1.5
10. Natural valley
0 110
1
1.5
11. Second or greater order channel
NOYes
= 3
H artificial ditches are not rated; see discu%� 'ons in manual
R I Ivrrrnlnnv fSnhtntal = lJ
12. Presence of Baseflow
t
1
2
3
13. Iron oxidizing bacteria
1
2
�r'fr
14. Leaf litter
1.5
1
0.5
O
15. Sediment on plants or debris
Q
0.5
1
1.5
16. Organic debris lines or piles
0- %_ 0.5
1
1.5
17. Soil -based evidence of high_ ater table?O
Yes = 3
18. Fibrousrootsin streambed
3
(2)
1
0
19. Rooted upland plants in streambed
2
1
20. Macrobenthos (note diversity and abundance)
k
1
2'
3
21. Aquatic Mollusks
1
2
3
22. Fish
C
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
,7-�y
4/
0,5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other 0�
'perennial streams may also be identified using other methods. See p. 35 of manual,
Notes:
�� �`'c �
1 r VI a< Ote ik `[ Qv-\ GJ (t,
Sketch: 01641 -C. ' Y
4 s- --ia

ream Identification Form Version 4.11
00-1,0
Date: l ( /'1 /' i�
�t
ProjoctlSlte: t,,,t en ( am
t�Xe,
Latitude: j 6,p SArvA _
Evaluator: J (r i „sp
1' 1
county: 1_'nt
YVIN
Longitude: PP�d ���}
SitO
flM
Total Points: _
stream is at lons(internd(ton( /
if a 10 or perennial if L. 30' T�
Stream Determkta circle one)
Ephemeral term) n orennlal
Other
e.g. Quad Name:
A. Geomorphology (Subtotal = l l ') )
Absent
Weak
Moderate
Stro g
1" Continuity of channel bed and bank
0
2
2, Sinuosity of channel along thalweg
0
1 . j
2
3
3 In -channel structure: ex. riffle -pool, step•pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
%
2
3
5. Active/relict floodplain
0
2
3
6. Depositional bars or benches
0
--%
2
3
7. Recent alluvial deposits
0
2
3
8. Headcuts
0
2
3
9. Grade control
0
.5 -)
1.5
10. Natural valley
0
0.5
1.5
11. Second or greater order channel
No = i)
Yes = 3
arbbciel ddches are not rated; see cus}uns In mr
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
1. 2J
3
13. Iron oxidizing bacteria
0
1
2
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1•
1.5
16. Organic debris lines or piles
0
a �'
1
1.5
17. Soil -based evidence of high water table?
No = 0
es =
C. Bioloov (Subtotal = `l,'
18. Fibrous roots in streambed
3
2
1
19. Rooted upland plants in streambed_,
2
1
0
20. Macrobenthos (note diversity and abundance)
0
�1 )-= ]
2
3
21. Aquatic Mollusks
0
`=JJ
2
3
22. Fish
0
1
1.5
23. Crayfish
0
)
1
1.5
24. Amphibians
0
'
1
1.5
25. Algae
0
'----1)
1
1.5
26. Wetland plants in streambed
(ACW = 0.7 ' OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of menus . ----
Notes:
Sketch; S
')
D
- 2-1 ?Di of

NC DWQ Stream Identification Form
Date: - !' 1
1
Project/Site: N �a��
Latitude,: j�!! Ii�1 J.O
Evaluator. (i�;.,�f
1
(m �' �.
i(
County: ��.
`•1; ' -3 a
Longitude:)�•JJ�' J5-
Total Points: 77ll
Vke I,C'.)
Stream Is at least Intemrlitiit
if a 19 or perennial if z 30'
Stream DotArml circle one)
Ephemeral Perennial
Other
e.g. Quad Name:
A. Geomorphology (Subtotal = __J
Absent
Weak
Moderate
St ng
,1
1° Continuity of channel bed and bank
0
1
2
_
t.3J
2. Sinuosity of channel along thalweg
0
1
02
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
f`s�7
�{uj�
1
2
3
4. Particle size of stream substrate
0
3
5. Active/relict floodplaln
0
-
1
2
3
6. Depositional bars or benches
0
2
3
7. Recent alluvial deposits
0
2
3
8. Headcuts
0
hj.-*-
2
3
9, Grade control
1.5
10. Natural valley
5
--46
1.5
11. Second or greater order channel
OCI
. , Yes = 3
artificial ditches are not rated; see discussions in manual
B. Hvdrolopv (Subtotal =
12. Presence of Baseflow
0
1
V34
LIA
3
13. Iron oxidizing bacteria
1
2
14. Leaf litter
5
1
0.5
0
15. Sediment on plants or debris
(0)
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
--
C. Biology (Subtotal = )
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants in streambed
Q
1
0
20. Macrobenthos (note diversity and abundance)
(0
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
_
0.5
1
1.5
24. Amphibians
0
1
1.5
25. Algae
(I
5
1
1.5
26. Wetland plants in streambed
FACIA/
OBL = 1.5
Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
^
Notes: )I(/h. Yi
Sketch: � r �
f
/4'4
a3
1 1 2 I 7 o

NC DWQ Stream Identification Form Version 4.11
r r
o1 r z�fL S _•rt J\1
Date: ra),/a' (1 e
Projectislte: bee,
(V)
35 I
Latitude: ' ) 1, tip `
Evaluator: • i e
J rm S�`"t���i
/ : n)
�tJ Ind {'`)
Court ! � ".
�' V '(�I C
Lon 0r f ifi I
gttude: 0 J u vJ
Total Points:
Stream is at tees( intermittent �J���
if 190 rennialifz30'
.
an termination (circle one)
f Ephemer I Intermittent Perennial
Other
e.g, quad Name:
A. Geomorphology (Subtotal =
Absent
Weak
Moderate
Strong
1° Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
()
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
��
(i'
1
2
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplaln
0
-
2
3
6. Depositional bars or benches
CI?1
1
2
3
7. Recent alluvial deposits
2
3
8. Headcuts
;l
1
2
3
9. Grade control
r
0.5
1
1.5
10. Natural valley
0
- CCf' t,
1
1.5
11. Second or greater order channel
a
�Jo = 0 ' '
Yes = 3
artificial ditches are not rated; see discussions in manual _-
B. Hydrology (Subtotal = )
C 1
12. Presence of Baseflow
rr p)
1
2
3
13. Iron oxidizing bacteria
1
2
14. Leaf litter
1.5
1
0.5
15. Sediment on plants or debris
(o}
0.5
1
1.5
16. Organic debris lines or piles
a 0.5
1
1.5
17. Soil -based evidence of high,+ater table?
163
Yes = 3
C. Biology (Subtotal = ( i ) _
18. Fibrous roots in streambed
.
2
1
((
19. Rooted upland plants in streambed
r
2
1
(1 i.
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
(; J
1
2
3
22. Fish
i i
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
(4)
0.5
1
1.5
25. Algae
ft6
_ 0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods. See
p. 35 of manual
Notes: Frn1) .� I rF'c e (� 1,,k _ r (k C. 4ed iF• J
Sketch; j
pwo 1
.. . . _.
sir\P
�a� "Iaor�

Nt'11tT11 CAROLINA RIGHT (11 ENTRY
WAKE C011N a
This Right of I ntry is executed this aalt(l day irt' November
MI Homes ttf R-ileigh and Spar,glrt Erwirr;urrivillal, lr,t, I.tlrr " auth.xiu-a y i!
WHEREAS, the town of Apex ("Town") Is beeking to make a strearn buffer
tletermination .rt rrri.4 the property known as l 1ee1'41/ in tht. Tii vn cif
New 1-(ill North Carolina and designated a5 PIN .FI (we attached tabl4i by. the
Wake Count}' Revenue Department (the "Subject Property"):
11'I! RLAS, the anthorizedagents are agreeable to proVide the Town with this
Right of Entry under they terms and conditions stated herein so than the above referenced
determination may proceed
NOW THI:RFIANti: in light oldie above premises, the ,irlthoriac•1l agent d„
hereby grant and give freely and without coercion, the right of access and entry to the
Subject Property on the terms and conditions as -stated below:
The 'i-own of Apex and its contractors may enter the Subject Property for the
purpose of conducting on -site eii I,rntitental investigations and issuing a
determination based on those investigations as it relates to 9trr'arn butler
determination
a This: Right of liriey Acres not convey to the Travel any title or ownership
interest in the Subject Property_
The Town and its employers, contractors, agents and repremrut.rlives enter
upon the Subject Property at their .own risk anti assume all ticks related to
the property.
The undersigned agrreh and warrants to hotel harmless the Town of Apex, its
agencies, dt p.rrlrnt-tit : rrrtltt icti'is, Mtlltci,Illrattor=. and discharges and
waives any acnan. ether equitable or It 1I that arise from the activities
described ahov,, rrrr tlu iirnpurty em;epl: in the etase of negligence by the
Town.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Wetland Mitigation Statement of Availability

September 29, 2021

Town of Apex
73 Hunter Street
P.O. Box 250
Apex, NC 27502
Attn: Mr. Russell Dalton
[e-mail]

RE: Availability of Riparian Wetland Credits for the “Horton Ridge Blvd (SAW-2020-01098)” project
Bank Name: Falling Creek Umbrella Mitigation Banking Instrument
Bank Site: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Riparian Wetland Credits Needed: 0.84 acres
Riparian Wetland Credits Available: 5.21 acres
Neuse 03020201 River Basin

Dear Mr. Dalton,

Wildlands Holdings III, LLC has the above-mentioned riparian wetland credits from the Falling Creek
Umbrella Mitigation Banking Instrument: McClenny Acres II Mitigation Site to satisfy the mitigation
requirements related to the above-mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.

Credits may be reserved for a period of 6 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.

An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided – it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.

Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Sincerely,

Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
O: [phone] ext. 124
M: [phone]

Cc: Ms. Lisa Long, Environmental Scientist | Spangler Environmental, Inc.
Mr. Ward Marotti | Spangler Environmental, Inc.

Environmental Banc & Exchange, LLC Stream and Wetland Banks
Statement of Availability October 4, 2021

U.S. Army Corps of Engineers
Lyle Phillips
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587

Re Project: Horton Ridge Boulevard

This document confirms that the Town of Apex (Applicant) for the Horton Ridge Boulevard (Project)
has expressed an interest to utilize 346.30 Stream Mitigation Credits from the EBX sponsored RES
Cape Fear 02 Umbrella Mitigation Bank, specifically 163.20 stream credits from the Dairyland Site and
183.10 from the Cloud & Banner site in the Cape Fear HUC 03030002. As the official Bank Sponsor,
Environmental Banc & Exchange, LLC, attests to the fact that mitigation is available for reservation at
this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,

Caitlan B. Parker
Resource Environmental Solutions, LLC
701 E. Bay Street, Suite 306
Charleston, SC 29403
1
Lisa Long
From:Ward Marotti
Sent:Tuesday, November 2, 2021 9:56 AM
To:Lisa Long
Subject:RE: DWR 20210985: Town of Apex
I just talked to Rob.  He should be able to turn around his review/certification within a week.  
Lets get this re‐submitted, along with a response to Lyle’s comments, this week.   

 Ward Marotti 
Vice President | Director - Land & Water Resources 
Raleigh • Charlotte • Charleston • Tampa 
866-772-6453

980-308-9888

spanglerenvironmental.com

[e-mail]

525 N. Tryon St, Suite 1600 Charlotte, NC 28202

Any email message sent by any employee of Spangler Environmental is intended only for the identified recipient. It (and any attachment) is strictly confidential
and may contain attorney-privileged work product. If you have obtained an email by error or you are not the identified recipient, please notify the sender by
calling toll free 1-866-772-6453, then delete the email (and any attachment) from your system. Use of the email (or any attachment) by any person other than
the identified recipient is strictly prohibited.

From: Ridings, Rob <[e-mail]>  
Sent: Monday, November 1, 2021 12:17 PM 
To: Lisa Long <[e-mail]> 
Cc: Ward Marotti <[e-mail]>; Phillips, George L CIV USARMY CESAW (USA) 
<[e-mail]>; Chapman, Amy <[e-mail]> 
Subject: RE: DWR 20210985: Town of Apex 

Ms Long, 

The information you’ve provided here does indeed answer the questions we initially had on the project.   

However, after I sent the email below, DWR put the project On Hold on September 23rd (see attached).  As stated in the 
letter the Division required a response within 30 days.  Since none came, we then had to deny the application on 
October 26th.  (Also attached.)   
As stated in that letter, the applicant is now required to Re‐Apply for the project, with a new submittal from scratch via 
our application process. 

2
If you can reapply with the information in your original submission plus this new information, this can restart the 
process and I would be able to issue the application.  
 Additionally, please include in that package the responses to the Corp’s request for additional information (in Mr. 
Phillips’ email dated October 6th), also, in order for the application package to be considered complete for both agencies’ 
needs.  DWR will need to see these issues fully‐addressed, as well. 

Please let me know if you have any questions about the 401 reapplication process. 
Thank you, 
Rob Ridings 
Environmental Specialist 
401/Buffer Transportation Permitting (DOT Divisions 4-5) 
Division of Water Resources, NC Department of Environmental Quality 
[e-mail]
919-707-8786 
Email correspondence to and from this address is subject to the 
North Carolina Public Records Law and may be disclosed to third parties. 
Based on the current guidance to minimize the spread of COVID‐19, the Department of Environmental Quality has 
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or 
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to 
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your 
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging time. 

From: Lisa Long <[e-mail]>  
Sent: Friday, October 29, 2021 4:32 PM 
To: Ridings, Rob <[e-mail]> 
Cc: Ward Marotti <[e-mail]> 
Subject: [External] RE: DWR 20210985: Town of Apex 

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to 
Report Spam. 

Hi Rob,  

Please see below responses: 

1‐ The mitigation section states that a Bank will be used.  However, there’s no documentation in the application 
that I can find, where the Town has secured or purchased the credits from any banks.  Do you have a memo 
from a bank that they have credits ready for the Town to purchase if they get these impacts permitted? 

Please see attached 

2‐ Stream S5 is buffered according to the December 2019 memo attached to your application.  However, the PCN 
only states that stream impacts are will be needed for this site but unlike S7 and S2, no buffers will be 
impacted?  Can you clarify that, as for road projects that is not typically something I see.   

You are correct, stream 5 is buffered. but according to the plans and start point within the buffer determination, 
stream 5 ends before Impact B. The stream section within the impact area is Corps jurisdictional, but not 
buffered.  

3

3‐ The project has no stormwater plan and the part of the application that asks about that (PCN Section E) was 
mostly left blank.  For linear transportation projects by state or local government entities, the DWR 
Transportation Permitting Branch cannot permit linear transportation impacts to streams or buffers without 
verification that there is no untreated stormwater being discharged to those resources at those impact sites.   

Please see attached updated plans which included stormwater treatment details.   

Lisa Long 
Environmental Scientist 
Raleigh • Charlotte • Charleston • Tampa 

866-772-6453

919-689-5283

spanglerenvironmental.com

[e-mail]

4338 Bland Rd., Raleigh, NC 27609

Any email message sent by any employee of Spangler Environmental is intended only for the identified recipient. It (and any attachment) is strictly confidential
and may contain attorney-privileged work product. If you have obtained an email by error or you are not the identified recipient, please notify the sender by
calling toll free 1-866-772-6453, then delete the email (and any attachment) from your system. Use of the email (or any attachment) by any person other than the
identified recipient is strictly prohibited.

4
From: Ridings, Rob <[e-mail]>  
Sent: Monday, September 13, 2021 11:30 AM 
To: Lisa Long <[e-mail]> 
Subject: DWR 20210985: Town of Apex 
Importance: High 

Ms Long: 

Good morning.  I left a voicemail for you about this project, and am emailing the needed info as I described.   

The application for Town of Apex’s Horton Ridge Boulevard was assigned to me.  I have a few items that I need to 
continue the review.  If it is possible to get them to me within the Week, I can continue issuing the project on time.  If 
this information is not available within that time, let me know, as I will need to put the project officially On Hold.  Thank 
you very much. 

1‐ The mitigation section states that a Bank will be used.  However, there’s no documentation in the application 
that I can find, where the Town has secured or purchased the credits from any banks.  Do you have a memo 
from a bank that they have credits ready for the Town to purchase if they get these impacts permitted? 
2‐ Stream S5 is buffered according to the December 2019 memo attached to your application.  However, the PCN 
only states that stream impacts are will be needed for this site but unlike S7 and S2, no buffers will be 
impacted?  Can you clarify that, as for road projects that is not typically something I see.   
3‐ The project has no stormwater plan and the part of the application that asks about that (PCN Section E) was 
mostly left blank.  For linear transportation projects by state or local government entities, the DWR 
Transportation Permitting Branch cannot permit linear transportation impacts to streams or buffers without 
verification that there is no untreated stormwater being discharged to those resources at those impact sites.   

Feel free to contact me if you want to clarify any of this needed information.  Due to covid, I am teleworking from home 
but can call or video conference if needed.  
Thank you very much, 
Rob Ridings 
Environmental Specialist 
401/Buffer Transportation Permitting Branch (DOT Divisions 4-5) 
Division of Water Resources, NC Department of Environmental Quality 
[e-mail] 
Email correspondence to and from this address is subject to the 
North Carolina Public Records Law and may be disclosed to third parties. 
Based on the current guidance to minimize the spread of COVID‐19, the Department of Environmental Quality has 
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or 
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to 
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your 
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging time. 

1
Lisa Long
From:Ward Marotti
Sent:Wednesday, November 3, 2021 2:11 PM
To:Phillips, George L CIV USARMY CESAW (USA)
Cc:Lisa Long; [e-mail]
Subject:RE: Horton Ridge Blvd / Apex / Wake County / SAW-2020-01098 / NWP 14 / Request for Additional
Information
Attachments:ApexTransportationPlanMapHortonRidgeBlvd.pdf; RES CF02 - SOA Dairyland - Horton Ridge
Boulevard.pdf; Horton Ridge Blvd - Wetland SOA 09-29-2021.pdf; Horton Ridge - Prelim Impact
Maps.pdf; Horton Ridge Blvd - Wetland SOA 09-29-2021.pdf
Lyle: 
Please see below and attached.   

Ward Marotti 
Vice President | Director - Land & Water Resources 
Raleigh • Charlotte • Charleston • Tampa 
866-772-6453

980-308-9888

spanglerenvironmental.com

[e-mail]

525 N. Tryon St, Suite 1600 Charlotte, NC 28202

Any email message sent by any employee of Spangler Environmental is intended only for the identified recipient. It (and any attachment) is strictly confidential
and may contain attorney-privileged work product. If you have obtained an email by error or you are not the identified recipient, please notify the sender by
calling toll free 1-866-772-6453, then delete the email (and any attachment) from your system. Use of the email (or any attachment) by any person other than
the identified recipient is strictly prohibited.

From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>  
Sent: Wednesday, October 6, 2021 1:50 PM 
To: Lisa Long <[e-mail]> 
Cc: Ridings, Rob <[e-mail]> 
Subject: Horton Ridge Blvd / Apex / Wake County / SAW‐2020‐01098 / NWP 14 / Request for Additional Information 

Ms. Long, 

I have reviewed the above reference project and need the following comments/questions addressed in order to proceed 
with the evaluation of the project.  

2
1) The PCN states “the project will serve as a road connection to the existing Horton Ridge Blvd in accordance with 
the Town of Apex transportation plans.” Please provide some documentation to support the stated purpose 
such as providing the referenced transportation plan or a traffic study to support the need for the road; 
The Town of Apex Comprehensive Transportation Plan can be reviewed/downloaded at: 
https://www.apexnc.org/DocumentCenter/View/26449/Comprehensive‐Transportation‐Plan  

The Plan’s Thoroughfare and Collector Street Plan (PDF page 50) is attached 
(ApexTransportationPlanMapHortonRidgeBlvd.pdf), with a call out of Horton Ridge Blvd. added by SEI.  

2) The PCN states “the road connection was designed to avoid impacts to WOTUS to the maximum extent 
practicable, while still containing the required grade and curvatures for safety and connectivity.” Please provide 
additional details to support the proposed project compliance with general conditions 23 a and b. For example, 
please provide justification to support the proposed location and alignment of the proposed project. Without 
additional clarification it appears there are uplands north of impact area B and uplands west of impact area C 
that could be utilized while still achieving the project purpose; 
The alignment of the road was set based on two pre‐existing street stubs, one from the existing Woodbury 
neighborhood to the south, and one from the Friendship Station neighborhood to the east (currently under 
construction).  Based on the Town of Apex’s design criteria for minimum curve radii and distance between reverse 
curves for a design speed of 40 mph, there is no way to avoid impacts to the wetlands and streams along this corridor, 
while still making connections to the existing street stub locations and providing a safe and efficient corridor for drivers. 

3) Cumulative permanent stream impacts for this project exceed the 150 linear foot threshold per NWP 14 
Regional Condition 3.2, and therefore compensatory mitigation is required. Please submit a compensatory 
mitigation plan. The mitigation rule generally prescribes purchasing stream credits first through a mitigation 
bank with stream credits available in this HUC, or second through the NC Division of Mitigation Services; please 
provide a mitigation acceptance letter from your proposed compensatory mitigation provider. Typically, 
compensatory mitigation is required at a 2:1 credit to impact ratio unless otherwise justified based on 
evaluation of aquatic function;  
Please see attached statement of availability (Horton Ridge Blvd ‐ Wetland SOA 09‐29‐2021.pdf). 

4) Cumulative permanent wetland impacts for this project exceed the 0.1acre threshold per Nationwide Permit 
General Condition 23c, and therefore compensatory mitigation is required. Please submit a compensatory 
mitigation plan. The mitigation rule generally prescribes purchasing wetland credits first through a mitigation 
bank with wetland credits available in this HUC, or second through the NC Division of Mitigation Services; please 
provide a mitigation acceptance letter from your proposed compensatory mitigation provider. Typically, 
compensatory mitigation is required at a 2:1 credit to impact ratio unless otherwise justified based on 
evaluation of aquatic function; 
Please see attached statement of availability (RES CF02 ‐ SOA Dairyland ‐ Horton Ridge Boulevard.pdf). 

5) Based on the cross sections for Area A and Area B rip rap dissipator pads are proposed. Please update the 
impact table and impact maps to include the proposed riprap dissipator pads. Additionally, the proposed rip rap 
should be in compliance with regional condition 3.5.2 (see attached); 
Please see the updated impact maps (Horton Ridge ‐ Prelim Impact Maps.pdf).  Please note that the impact quantities 
shown in the PCN tables have not changed because the previous submittal had already included the rip‐rap pad in the 
linear footage/square footage of permanent stream impact.  Impact maps and cross sections for Impact Areas A & B 
have been updated to show rip‐rap pad as embedded into the stream bed, per Regional Condition 3.5.2.  The darker 
shading along the stream corridor indicates the extent of the stream impacts. 

3
6) What is the design speed of the proposed road? Would a shift of the road at Impact Area A also shift the road at 
Impact Area B? Would a shift of the road at Impact Area B also shift the Road at Impact Area A? Would a shift of 
the Road at Impact Area B also shift the Road at Impact Area C? 
Design speed is 40 mph for Horton Ridge Blvd.  As mentioned above, the Town of Apex design criteria dictates 
how quickly the road can transition from curve to curve and the location of each end’s tie in (south and 
east).  As a result, shifting the alignment to reduce impacts at one or multiple locations is not practicable.  

Please submit the above information within 30 days of receipt of this Notification or we may consider your application 
withdrawn and close the file. Please email ([e-mail]) me if you have any questions. 

Lyle Phillips 
Regulatory Specialist 
US Army Corps of Engineers 
CE‐SAW‐RG‐R 
3331 Heritage Trade Drive, Suite 105Wake Forest, North Carolina 27587 
Phone: (919) 554‐4884, Ext. 25. 
Fax: (919) 562‐0421 
Email:  [e-mail] 

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is 
located at https://regulatory.ops.usace.army.mil/customer‐service‐survey/  . Thank you for taking the time to visit this 
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