20220392 Ver 1_401 Application_20220311

Staff Review Form
NORTH CAROLINA
EnNmnmenfei Qea(Uy
Updated September4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID# *
20220392
Version* 1
Is this project a public transportation project?*
Reviewer List:*
Select Reviewing Office: *
Submittal Type:*
Yes
No
Colleen Cohn:eads\cmcohn
Raleigh Regional Office - [phone]
401 Application
Does this project require a request for payment to be sent?*
Yes
No
How much is owed?* $240.00
$570.00

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Project Contact Information
...................................................................................................................................................................................
Name: Lisa Long
Who is submitting the information?
Email Address: [e-mail]
Project Information
Project Name: Heelan
Is this a public transportation project?
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
County (ies)
Wake
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
Heelan PCN_print.pdf 24.62MB
Only pdf or kmz files are accepted.
Describe the attachments or
comments:
PCN and attachments
Sign and Submit
By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");

• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
eedaeewg
Submittal Date: Is filled in automatically.

of wArFR
Office Use Only:
�O G
�? r Corps action ID no.
,., o Y DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit(NWP) number: 29 or General Permit(GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification—Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑Yes ❑X No ❑Yes ❑X No
lf. 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 ® Yes ❑ No
or in-lieu fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ❑X No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑Yes ❑X No
2. Project Information
2a. Name of project: Heelan
2b. County: Wake
2c. Nearest municipality/town: New Hill (being annexed to Apex)
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed: *see attached table
3b. Deed Book and Page No.
3c. Responsible Party(for LLC if
applicable):
3d. Street address: 3108 &3120 Olive Farm Road
3e. City, state, zip: New Hill, NC 27502
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form—Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑X Agent ❑ Other, specify:
4b. Name: Erica Leatham
4c. Business name Mil Homes of Raleigh, LLC
(if applicable):
4d. Street address: 1511 Sunday Dr., Suite 100
4e. City, state, zip: Raleigh, 27607
4f. Telephone no.: 919-233-5725
4g. Fax no.:
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Lisa Long for Ward Marotti
5b. Business name Spangler Environmental
(if applicable):
5c. Street address: 4338 Bland Rd.
5d. City, state, zip: Raleigh, NC 27609
5e. Telephone no.: 919-875-4288
5f. Fax no.:
5g. Email address: [e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID): *see attached property owner table
lb. Site coordinates(in decimal degrees): Latitude: 35.698395 Longitude: -78.993001
lc. Property size: 140.77 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Little Beaver Creek
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is primarily wooded with a power line easement.The surrounding area is primarily occupied by undeveloped and residential land.
3b. List the total estimated acreage of all existing wetlands on the property: 6.06
3c. List the total estimated linear feet of all existing streams(intermittent and perennial) on the property: 9,444
3d. Explain the purpose of the proposed project:
The project will result in the creation of approximately 455 residential properties.
3e. Describe the overall project in detail, including the type of equipment to be used:
Bulldozers,excavators, motor graders,off-road trucks,rollers,etc.will be used to clear and grade the sire before residences are constructed.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
(includingall priorphases) in the past? Comments:
project �
4b. If the Corps made the jurisdictional determination,what type ❑X Preliminary El Final
of determination was made?
4c. If yes,who delineated the jurisdictional areas? Agency/Consultant Company:Spangler Environmental
Name (if known):Maria Polizzi and Lisa Long Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE SAW-2020-01098 PJD dated 7/22/2020,Town of Apex Buffer Call 19-003 dated December 11,2019
5. Project History
5a. Have permits or certifications been requested or obtained for El Yes ❑X No El Unknown
this project(including all prior phases) in the past?
5b. If yes, explain in detail according to "help file"instructions.
6. Future Project Plans
6a. Is this a phased project? ❑X Yes ❑ No
6b. If yes, explain.
Page 3 of 10
PCN Form—Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project(check all that apply):
❑X Wetlands ❑X Streams—tributaries ❑ Buffers ❑ Open Waters 0 Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404,10) or impact
Permanent(P) or DWQ (401, other) (acres)
Temporary(T)
W1 P Fill Bottomland Hardwood Forest Yes Corps 0.06
W2 P Fill Bottomland Hardwood Forest Yes Corps 0.26
W3 P Fill Bottomland Hardwood Forest Yes Corps 0.1
W4 P Fill Bottomland Hardwood Forest Yes Corps 0.0001
W5 - Choose one Choose one Yes/No -
W6 - Choose one Choose one Yes/No -
2g. Total Wetland Impacts: 0.42
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site,then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent(INT)? jurisdiction stream length
Permanent(P) or width (linear
Temporary(T) (feet) feet)
S1 - Choose one - -
S2 - Choose one - -
S3 - Choose one - -
S4 - Choose one - -
S5 - Choose one - -
S6 - Choose one - -
3h. Total stream and tributary impacts 540
3i. Comments:
*See attached table
Page 4 of 10
PCN Form—Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries,tributaries, sounds,the Atlantic Ocean, or any other open water of
the U.S.then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact(acres)
Permanent(P) or type
Temporary(T)
01 - Choose one Choose
02 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed,then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts(feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer,then complete the chart below. If yes,then individually list all buffer impacts
below. If any 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 0 Other:Jordan Lake
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number— mitigation impact impact
Permanent(P) or required? (square (square
Temporary(T) feet) feet)
B1 - Yes/No
B2 - Yes/No
B3 - Yes/No
B4 - Yes/No
B5 - Yes/No
B6 - Yes/No
6h. Total Buffer Impacts:
6i. Comments:Buffer impacts are within the Jordan Lake Buffer Area and will be permitted through the Town of Apex.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed development was designed to avoid impacts to WOTUS to the practicable extent possible.The majority of impacts are due to road
connectivity/access.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures will be implemented in order to control runoff and other discharges from activities to be conducted in fill areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for X❑ Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by(check all that apply): ❑ DWQ ❑X Corps
▪ Mitigation bank
2c. If yes,which mitigation option will be used for this
project? ElPayment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:Banks are being contacted and SOAs will be provided after response.Wildlands has stated they have available stream credits.
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one 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: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal)wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form—Version 1.4 January 2009

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 El Yes El No
buffer mitigation?
6b. If yes,then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
Buffer impacts are within the Jordan Lake Buffer Area and will be permitted through the Town of Apex.
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified 0 Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes,then is a diffuse flow plan included? If no, explain why.
❑Yes 0 No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0/0
2b. Does this project require a Stormwater Management Plan? ❑X 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:
Stormwater will be treated with a series of stormwater control ponds as can be seen in the plans.
2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Apex
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Town of Apex
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
MP
apply(check all that apply): El
El Water
Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ['Yes 0 No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
DHOW
4a. Which of the following state-implemented stormwater management programs apply ❑ORW
(check all that apply): ['Session Law 2006-246
['Other:
4b. Has the approved Stormwater Management Plan with proof of approval been 0 Yes 0 No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑Yes ❑ No
Page 8 of 10
PCN Form—Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public(federal/state/local)funds or the ❑Yes ❑X No
use of public(federal/state) land?
lb. If you answered "yes"to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑Yes ❑No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
lc. If you answered "yes"to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑Yes ❑No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ['Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑Yes ❑X 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 El Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes"to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no,"provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The wastewater from this site will be treated through The Town of Apex Water and Sewage department.
Page 9 of 10
PCN Form—Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat(Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑Yes 0 No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑Yes 0 No
impacts?
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?
NC NHP data and an on site inspection,contracted survey for Atlantic Pigtoe
6. Essential Fish Habitat(Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat? ❑ Yes 0 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
On site inspection.SHPO data was not requested for this project.
8. Flood Zone Designation (Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain? 0 Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c.What source(s) did you use to make the floodplain determination?
FIRM panel
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agents signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

-- Stream Name Perennial or Type o Average Strea Impact length
(per JD) Inte mittent J.urisdic.• Width ILEL
1 A Permanent S1 INT Corps 4.2 106
2 D Permanent S7 INT Corps 2.6 69
3 E Permanent S6 INT Corps 1.6 190
4 G Permanent S1 INT Corps 3.2 65
5 A Temporary S1 INT Corps 4.2 24
6 D Temporary S7 INT Corps 2.6 37
7 G Temporary S1 INT Corps 3.2 49
TOTAL LF: 540

ddress
720092779 CICIN, JERIF CICIN, LISA 104 CORSICA LN, CARY NC 27511-6476
0720090188 PEART, EDWARD A PEART, DEBORAH N 8829 NEW HOPE FARM RD, NEW HILL NC 27562-9179
710987950 KASTELBERG, HENRY STEVEN 8824 NEW HOPE FARM RD, NEW HILL NC 27562-9178
720075965 CAROL B HEELAN IRREVOCABLE TRUST 10046 BISHOPS GATE BLVD, PINEVILLE NC 28134-6568
720181967 CAROL B HEELAN IRREVOCABLE TRUST 10046 BISHOPS GATE BLVD, PINEVILLE NC 28134-6568

Raleigh Division
1511 Sunday Drive, Suite 100
M I HOMES
Raleigh, NC 27607
919.828,1106 OFFICE
Welcome to Better 919.882.0963 FAX
November 26, 2019
To Whom It May Concern:
The letter serves to inform you that M/I Homes of Raleigh, LLC located at 1511 Sunday
Drive, Raleigh, NC 27607, as the buyer of record and under contract with the project
owner, George Heelen,Trustee of the Carol B. Heelan Irrevocable Trust, hereby authorizes
Spangler Environmental, Inc.to act as our technical agent for the purposes of
environmental issues, including wetland and stream identification,permitting, mitigation
planning and regulatory agency coordination at the property known as Wake County Real
Estate IDs 0047551 and 0047552. All site visits by regulatory personnel must be
coordinated in advance with our agent, Spangler Environmental, Inc. This letter
supercedes all previous Agent-related correspondence.
The following contact should be copied on all correspondence:
Agent:
James A. Spangler, CEI,A.M.ASCE
Spangler Environmental, Inc
4338 Bland Road
Rqleigh, NC 27609
[phone]
Sincerely,
M/I Homes of Raleigh
Erica Leatham,VP Land Acquisition
AUSTIN I CHARLOTTE I CHICAGO I CINCINNATI I COLUMBUS I DALLAS/FORT WORTH I DETROIT I HOUSTON I INDIANAPOLIS
MARYLAND I MINNEAPOLIS/ST,PAUL I ORLANDO I RALEIGH I SAN ANTONIO I SARASOTA I TAMPA I VIRGINIA
mihorinles.com

NOTES:
73
n
73
HUM/E OL/ VE RD.
SITE
VICINITY MAP
N.T.S.
The 224 sf (0.005 ac) of stream impact associated with temporary Stream Impacts #2,
#4, $ #6 resulting from embedded rip rap will result in no loss of aquatic function and no
mitigation is proposed for this area. This amount is not included in the table of overall
impacts.
SHEET INDEX
OVERALL IMPACT MAP
2 IMPACT AREA A
3 IMPACT AREA 5
4 I M PACT AREA C
5 IMPACT AREA D
6 IMPACT AREA E
7 I M PACT AREA
I M PACT AREA G
9 IMPACT AREA H
l
'AR ROAD
ST " E ET)
�`
--�- ti-.
.`- \,,
.`� SS5
\,
NOW OR FORM
JILL * WILLIAM DAVID G
PIN NO.: 0710-99-0226
ZONING: R-40W
USE: SINGLE FAMILY
PORTICIN OF KASTEL5ERG * PEART,
T S THAT MAKE UP THE \,
EXIS NG G0' PRIVATE ACCESS
EASEMENT SHALL BE DEDICATED
TO TH GOODMAN * ALBRECHT
T CTS (0.69 ACRES)
\I
POND ;\
\\
NOW OR FORMERLY\ /
DONNA J. ALBRECHT /
TRUSTEE OF THE DONNA J. ALtRE9'(T
REVOCABLE LIVING TRUST'-
PIN NO.: 0710-88-9798
ZONING: R-40W
USE: SINGLE FAMILY
NOW OR. FORMERLY
CHRISTOPHER KNOUFF
CAREY ADAMS-KNOUFF
PIN NO.: 0710-88-9126
OW
IMPACT AREA E:
Zone 2 Stream Buffer Impact:
2,239 SF (0.05 Ac.)
AMILY
NOW OR FORMERLY
CHRISTOPHER KNOUFF 4
CAREY ADAMS-KNOUFF
PIN NO.: 0710-87-9844
ZONING: R-40W
USE: SINGLE FAMILY
20' TYPE B
LANDSCAPE
BUFFER
OLIVE RIDGE III yrq
\, SUBDIVISION#IR
I
)�1 Ian
IMPACT AREA A:
5 1 Stream Impact:
106 LP / 446 SF (0.010 ac.)
Zone 1 Stream Buffer Impact:
7,035 SF (0. 1 6 Ac.)
Zone 2 Stream Buffer Impact:
5,880 SF (0. 1 3 Ac.)
II=
DSCAP
BUFFER
I
!
u1
I
PROPOSED
di OLIVE RIDGE
L�
?I GREENWAY
t,
II
-----
J
NOW OR FORMERLY
JAMES * JANICE OLIVER
PIN NO.: 071 1-90-3580
ZONING: R-40W
USE: SINGLE FAMILY
------------
-----------------
20' TYPE B
LANDSCAPE
NOW OR FORMERLY
YUMEEWARRA FARM, LLC
PIN NO.: 0710-99-371 2
ZONING: R-40W
USE: SINGLE FAMILY
IMPACT AREA h :
5 1 Stream Impact
65 LF / 206 SF (0.005 Ac.)
1
Air
GS�l.7
.a Mien!
um
Hanlon
n ® 40111
p -Tao
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p Giro,
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OM
K1'rl0:
N®KTi7ir,
----------------------
NOW OR FORMERLY i NOW OR FORMERLY NO OR FOR ERLY
JAMES 4 JANICE OLIVER
\\JAMES 4 JANICE OLIVER; PIN NO.: 0721-00-3444 MILD D 4 LINDt JUDD
'SIN NO.: 0721-00-050J, ZONING: R-40W PIN NCI).: 0721-0p-5342
'\ ZONING: R-40W
\ USE: VACANT
\ EX. HUMIE
ti _----_.*---
------ ------
25' RIGHT
OF WAY
DEDICATION
20' TYPE B
LANDSCAPE
BUFFER
20' TYPE B
LANDSCAPE
BUFFER
USE: SINGLE FAMILY Z NING: R-41W
1115E: VACAIIIT
LIVE ROAD 5R 1142
PUt3LIG WW)-
//i. llw'�
t N Q
D._
VA I
< / /'
//// , REC SITE
PLAY'
LAWN
RETREAT AT FRIENDSHIP SUBDIVISION
TABLE OF I M PACTS
IMPACT TYPE
PERMANENT STREAM IMPACT min00.1%
PERMANENT WETLAND IMPACT
PERMANENT ZONE I BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
PERMANENT ZONE 3 BUFFER IMPACT '
IMPACT A
5 I - 106 If / 446 SF (0.0 I 0 AC)
7,035 SF (0. 16 AC)
5,880 SF (0. 13 AC)
IMPACT B
W 1 6 - 2,669 SF (0.06 I AC)
568 SF (0.0 I AC)
424 SF (0.0 I AC)
282 SF (0.0 I AC)
IMPACT C
W I I- 11,420 SF (0.262 AC)
IMPACT D
S7 - 69 If / 177 SF (0.004 AC)
W I - 4,45 I SF (0. 102 AC)
I ,252 SF (0.03 AC)
3,74 15F (0.09 AC)
IMPACT E
2,239 SF (0.05 AC)
IMPACT F
S6 - 190 If / 30 I SF (0.007 AC)
IMPACT G
W8 - 6 SF (<0.00 I AC)
IMPACT H
5 I - 65 LF / 20G 5F (0.005 AC)
TOTAL
430 LF / 1130 SF (0.026 AC)
18,546 SF (0.426 AC)
8,855 SF (0.20 AC)
12,284 SF (0.28 AC)
282 5F (0.0 I AC)
NOW OR FORMERLY
CHRISTOPHER GENTILE
PIN NO.: 072 I-00-9530
ZONING: R-40W
USE: SINGLE FAMILY
NOW OR FORMERLY
ROBERT 4 MILDRED KELLY
PIN NO.: 0720-29-4621
ZONING: R-40W
USE: SINGLE FAMILY
-----------
L-i-,
I 1
/91 VAR. WIDTH PUB.
UTILITY 4 GREENWAY
EASEMENT
70' DUKE POWER
EASEMENT (fYP)
50' TYPE 5
THOROUGHFARE
IMPACT AREA D:
S7 Stream Impact:
69 LF / 1 77 SF (0.004 Ac.)
WI Wetland Impact:
4,45 1 SF (0.102 Ac.)
Zone 1 Stream Buffer Impact:
1 ,252 SF (0.03 Ac.)
Zone 2 Stream Buffer Impact:
3,741 SF (0.09 Ac.)
IMPACT AREA F:
56 Stream Impact:
190 LP / 301 SF (0.007 ac.)
w
zoo
o J
0cip
0
OO i'5
UDDXVI
1 5' TYPE A
J LANDSCAPE
Jj ` BUFFER
UR
NOW OR FORMERLY
TOWN OF APEX
PIN NO.: 0720-19-0665
ZONING: CB
USE: VACANT
lst� ii iiIil11 I�IIIIhI
Lf yrowsr
` Y 1 1 ; 4-i
OF CARY
LITY AND
EASEMENT
1, PG. 2679
i-----
NOW OR FORMERLY NIOW OR FORMEKL(
MAC LILES RCP 4 JOANNE MED IN
PIN NO.: 072 1-10-7552 PIN NO.: 072 1 -20-0 30
ZONING: R-40W ZONING: R-40W
USE: VACANT U E: SINGLE FAMIL
NOW OR FORMERLY
TOWN OF APEX
PIN NO.: 0720- 19-G27G
ZONING: CB
USE: VACANT
20' TYPE B
LANDSCAPE
BUFFER
IMPACT AREA C:
WI 1 Wetland Impact
1 1 ,420 5F (0.262 Ac.)
\ N, \ 1
r' II/
•1l / /
///
...-/
c. `
1\
-i_L---------- -noRTO Sul ww_)_----- -.
r --
Li_
NOWOR FORMERLY
DAVID BOOTH
PIN NO.: 0721-10-9143
ZONING: R-40W
USE: VACANT
;1----`
11
1
NOW OR FORMERLY
DAVID BOOTH
PIN NO.: 0720- 19-7898
ZONING: R-40W
USE: SINGLE FAMILY
PI
i I 1
1II
/ 1
/ 1
1 I '
/ 1 1
OW OR FORMERL' ' /
TOWN OF APEX a
NO.: 0720- 19-86 i, /
ZONING: R-40W ,Q Q /
• SINGLE FAMIL / `VI
l��
NOW OR FORMERLY / /0. /
TOWN OF APEX
PIN NO.: 0720-19-741/7/ /
ZONING: CB / / I
USE: SINGLE FA1\y'ILn'/
/
/ /
;- NOW OR FORMERLY
A.C. OLI EIRS
PIN NO.: 07 0- 131 9
ZONING: R-40W ram,`
J N'
/ NOW OR FORMERLY
/ ROBERT 4 MILDRED KELLY
PIN NO.: 0720-29-4621
ZONING: R-40W
USE: VACANT
AA k +(,\
"RIENDShIP �I i,
STATION I�
; , /
rt
- ::_/
R /
\\\
\
\,1 v.
e//// 50' JORDAN
If -LAKE STREAM
(/ BUFFER (TYP)
)1
NOW OR FORMERLY
JUDITH 4 ROBERT OLIVE
PIN NO.: 0720- 18-5030
ZONING: R-40W
USE: SINGLE FAMILY
STATE OF N.C.
CONSERVATION EASEMENT
FOR STREAM RESTORATION
D.B. 9332, PG. 2670
IMPACT AREA B:
WI 6 Wetland Impact:
2,669 SF (0.061 Ac.)
Zone 1 Stream Buffer Impact:
568 SF (0.01 Ac.)
Zone 2 Stream Buffer Impact:
424 SF (0.01 Ac.)
Zone 3 Stream Buffer Impact:
282 SF (0.01 Ac.)
IMPACT AREA G:
W8 Wetland Impact
*Impact clue to boardwalk pilincp
/ FRIENDSHIP
STATION
PHASE G
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
400
GRAPHIC SCALE
Jones & Cnossen
ENGINEER
Construction Management
Civil Engineering
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
fOR
REVIEW
ONLY
LL.
RETREAT
WAKE COUNTY, NORTH CAROLINA
TOWN OP APEX
OVERALL
SCALE
DRAWN
DATE
REVISION
SHEET
PROJECT

AC
•
/
389
388
ZONE 2 PERMANENT
BUFFER IMPACT -
(3,368 SF)
ZONE 2
PERMANENT
BUFFER-
MPACT
(706 SF)
° c ' 4 _
d' Ad Ra
4 ,' 4
.:"-• 4 , ^' 4
d' Pd' PC d'
c • 4 -
'4 w'4 -
/
/
CATCH
BASIN
(TYP.)
(
l
//
(3,328 SF)
. Aillteesi...04.
et& *MA ratiat_Awo.-00.1
4444-.
100100100111MMEMOMMEM PM\
._
el i
1.411:1,
r : Ar II
00000
1.0.•tat•tibt&Mmaliaire H.N.
k.
MA atataakWil MTIMWM. . AM I NAV Fa !kW%
' 1111 Eiliergargratir
d' A 'd �6.1611Pripitt 1064"ffirdb-4111111401:1
`'d • P`,d'P4325:14.34MONWIC el ` P....
.11
Ada Pa da �ad•,a• �.,.2460
- - - ®��� OI�I me --
a ' -a
' °4'
10000.4 r:090 kw "IL
06.---
,•+..A. ,i .A___-dgr_a•-•-ez*.
, iiratft"I&Aell.lbe,- Ili •—•—• o
•P:d•c I• , `I0 Zf. i
4 ' t • ° ,
00.0.04
1.000,
46
I '\
I '
MISSION
PsP
EXTING W -LANDS
(N )
• / /
ZON
FtANT
LJ,f1FR
M PACT
7`07 /S F
//
/ / S I -TEMPO RY
STREAM
IMPACT
(I 7 LF/5 I SF)
l
/ J VAR. WI DTI1
PUB. DRAIN.
EASE.
ZONE
ERMANE
BUFFE
IMPAC
l
/
I.
40
d' P` d' P 45
'-0 4
.
4 = 4 -
ar
4 4 lip
///
/
/
/
/
/
/
/
/ / / A / / / /
/
/
' /
/
//
/
/
/
/
/
/ / /
/
/
/
/
1
/
SI-
TE PORARY
STR AM 'NO
LOSS'
PACT
(7L/43SF)
/
//
/
/
ZONE 2
• PeRV ANtN
• 0,3UfFE
IMPACT
(I 24 S�F)
/
/
/
RIP -RAP
DISSIPATOR P D
(EMBEDDED IN O
STREAM BED)
VAR. WIDTH
B. DRAIN.
EASE.
i .•
X. CREEK TOP
-"OF BANK (TYP.)
5 I - PERMANENT
STREAM
IMPACT
(I 06 LF/446 SF)
i
PHASE 3
50' R/W
27' b-b
I18
I ZONE\2
PERMAENT
I BUFFER
IMPACT
(1,682 SF)
NOTE:
I . ALL EXISTING STREAM AND WETLAND INFORMATION TAKEN FROM A
SURVEY PROVIDED BY ROBINSON * PLANTE LAND SURVEYING.
2. PER FEMA MAP #3720072000J * #372007 1000K DATED 02 MAY 2000, A
100-YEAR FLOODPLAIN IS PRESENT.
3. THE SITE WAS REVIEWED FOR ENVIRONMENTAL FEATURES BY SPANGLER
ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM BUFFER DETERMINATION
NUMBER I5 19-003.
270
265
CENTERLINE
MISSION
EXISTING')��
STREAM
BOTTOM
ELEVATION
HEADWAL(TYPL
m
OLIVE
PLACE
iWINGWALL
(T'P )
RIP -RAP
DISSIPATOR PAD
__ __
TEMPORARY
STREAM
IMPACT (TYP.)
/$
3C"
--------
RCP
(EMBEDDED INTO
STREAM BED)
--------_
CULVERT TO
EMBEDDED
TO ALLOW
AQUATIC
PASSAGE
(ENTIRE LENGTH)
BE
G"
FOR
LIFE
LPERMANENT
STREAM TEMPORARY
IMPACT
IMPACT
STREAM
(ITt'.)
270
265
260 260
0+00 0+50 I +00 I +50 2+00 2+50
IMPACT AREA A - CR055-SECTION FOR STREAM CROSSING
RETREAT AT FRIENDSHIP
TABLE OF IMPACTS
IMPACT TYPE
IMPACT AREA A
PERMANENT STREAM IMPACT 0•111+/1
51 - 106 LF / 446 SF (0.0 I AC)
TEMPORARY STREAM IMPACT
51 - 24 LF / 94 SF (<0.01 AC)
PERMANENT WETLAND IMPACT
PERMANENT ZONE 1 BUFFER IMPACT
7,035 SF (0. 1 6 AC)
PERMANENT ZONE 2 BUFFER IMPACT
MEM
5,880 5F (0.13 AC)
PERMANENT ZONE 3 BUFFER IMPACT
fffffff
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 10 20
40
GRAPhIC SCALE
Jones & Cnossen
ENGINEER
co
Construction Management
Civil Engineering
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
u_
RETREAT
WAKE COUNTY, NORTH CAROLINA
TOWN OP APEX
LLJ
Q.)
SCALE
DRAWN
PLK
DATE
REVISION
SHEET
2
PROJECT

/
WI6
PERMANENT
ETLAN D IMPACT:
31ISF
c
cO
c
WI6-
PERMANENT
WETLAND I M PACE :
2 , 3 5 8_5P ----
I
ZONE 3
PERMANENT
BUFFER
M PACT
(282 SF)
A' /4Q
0
(
I
2gG
SCM
MAINTENANCE $
ACCESS
EASEMENT
-ZONE 2 PERMAN__ EN
BUFFER
IMPACT
(424 SF)
ZONE 1
\e!,44.4111.740:::ktote PER41114PS&
MANENT
•
:UPPER
IMPACT
(568 F)
04 °I;;44404,
"04
*to!
4.
44P+t• :+:4;
/7
NOTE:
1. ALL EXISTING STREAM AND WETLAND INFORMATION TAKEN FROM A
SURVEY PROVIDED BY ROBINSON * PLANTE LAND SURVEYING.
2. PER FEMA MAP #3720072000J $ #372007 1000K DATED 02 MAY 200G, A
100-YEAR FLOODPLAIN IS PRESENT.
3. THE SITE WAS REVIEWED FOR ENVIRONMENTAL FEATURES BY SPANGLER
ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM BUFFER DETERMINATION
NUMBER IS 19-003.
RETREAT AT FRIENDSHIP
TABLE OF IMPACTS
IMPACT TYPE
IMPACT AREA B
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
WI 6 - 2,669 SF (0.061 AC)
PERMANENT ZONE 1 BUFFER IMPACT
568 SF (0.01 AC)
PERMANENT ZONE 2 BUFFER IMPACT
424 SF (0.01 AC)
PERMANENT ZONE 3 BUFFER IMPACT
282 SF (0.01 AC)
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 10 20
40
Jones & Cnossen
ENGINEER
Construction Management
Civil Engineering
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
0_
z
z
w
RETREAT
WAKE COUNTY, NORTH CAROLINA
TOWN OF APEX
SCALE
I "=20'
DRAWN
PLK
DATE
JANUARY 4, 2022
REVISION
SHEET
GRAPHIC SCALE
3
PROJECT
1910

i
i
189
190
41/4
latOb
41144441.4a*
li
w
191
WI I -
PERMANENT
WETLAND IMPACT.
1,253 SF
I92
cfg\tcP‘\,c)ovPoOt
i
YARD INLET
�(TYP
NOTE:
I . ALL EXISTING STREAM AND WETLAND INFORMATION TAKEN FROM A
SURVEY PROVIDED BY ROBINSON $ PLANTE LAND SURVEYING.
2. PER FEMA MAP #3720072000J $ #3720071000K DATED 02 MAY 2006, A
100-YEAR PLOODPLAIN 15 PRESENT.
3. THE SITE WAS REVIEWED FOR ENVIRONMENTAL FEATURES BY SPANGLER
ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM BUFFER DETERMINATION
NUMBER'S 19-003.
RETREAT AT FRIENDSHIP
TABLE OF IMPACTS
IMPACT TYPE
IMPACT AREA C
PERMANENT STREAM IMPACT 0....00\
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
WI 1 - I I ,420 SF (0.262 AC)
PERMANENT ZONE 1 BUFFER IMPACT
ME
PERMANENT ZONE 2 BUFFER IMPACT
NEM
PERMANENT ZONE 3 BUFFER IMPACT
iI='#='#='#='#'#
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0
I0
20
40
GRAPHIC SCALE
Jones & Cnossen
ENGINEER
0)
c
CO
0
J
Construction Management
Civil Engineering
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
0_
z
z
w
L.
RETREAT
WAKE COUNTY, NORTH CAROLINA
TOWN OF APEX
SCALE
I"=20'
DRAWN
PLK
DATE
JANUARY 4, 2022
REVISION
SHEET
4
PROJECT
1910

J U N LAKE STATION
VAR. WIDTH
PUBLIC DRAIN.
EASE.
/57-
JMrOR/ARY
TREAM 'N !I
/LO
IMP CT
(19 LF/ 0 '•,
Er .� 11- ',0:
�, *
ZONE 1
IsEI MA/NE14T
/ BUFFf/ER/ / I
lyl PACT / ii
(I00SF)
/ / /; / t /0 (E
IN
/ / / / /( /
I
/ / ' / / i it
EX. WETLANDS I
(TYP.)
/ 4'
/
//
I I I /
i
/ /
/
57 -
TEMPORARY
STREAM
IMPACT
0 0 • ,(I 8 LF/38 SF)
57 - PERMANENT
STREAM
IMPACT
(69 LF/ 1 77 SF)
I P-RAP
SIPATOR
PAD
BEDDED
0 STREAM
BED)
VAR. WIDTH PUBLIC
DRAIN. EASE.
ZONE I
RMANENT
BUFFER
IMPACT
(47 5f)
LONL 2
PERMANENT
BUFFER
IMPACT
(5645F)
/• //
• /
/ /
4 ••!'4 ,. 4 4 4. 4 4
�d' R 'd' Pd' D d' ` d
e • w a � d P a P Id
CATCH BASIN
(TYP.)
/
/ / /
/ / / /
/ / / /
/r /
SCM #2
SCM
MAINTENANCE $
ACCESS
EASEMENT
ONE
—PERMANE
BU
IMPACT
8" SANITARY SEWE�-I-1P
SEWER MAIN TO BE INSTALLED BY
BORE $ JACK WITH CASING, AND
THEREFORE WILL NOT RESULT IN
ANY WETLAND, OR STREAM IMPACTS
BUFFER
C
or
305
300
CULVERT
EMBEDC
TO ALLO
AQUATI
PASS
(ENTIRE L
295
0+00
CENTERLINE
�
rj
' JUNE LAKE
STATION
HEADWALL
(TYP.) --....�
/AIINGWALL
(TIP.)
-_'___
3G" RCP
DISSIPATOR
(EMBEDDED
STREAM
RIP -RAP
PAD
INTO
BED)
)ED 0"
W FOR
C LIFE
AGE
STREAM
IMPACT
--_
EXISTINGENGTH)`PERMANENT STREAMi-_
BOTTOM
ELEVATION
0+50
I +00
1+50
305
300
295
2 + 00
IMPACT AREA D - CROSS-SECTION FOR STREAM CROSSING
NOTE:
1. ALL EXISTING STREAM AND WETLAND INFORMATION TAKEN FROM A
SURVEY PROVIDED BY ROBINSON * PLANTE LAND SURVEYING.
2. PER FEMA MAP #3720072000J * #3720071 000K DATED 02 MAY 200G, A
100-YEAR FLOODPLAIN 15 PRESENT.
3. THE SITE WAS REVIEWED FOR ENVIRONMENTAL FEATURES BY SPANGLER
ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM BUFFER DETERMINATION
NUMBER IS 19-003.
RETREAT AT FRIENDSHIP
TABLE OF IMPACTS
IMPACT TYPE
IMPACT AREA D
PERMANENT STREAM IMPACT
-
57 - G9 LF / 177 SF (0.004 AC)
TEMPORARY STREAM IMPACT
57 - 37 LF / 108 SF (0.02 AC)
PERMANENT WETLAND IMPACT
W I - 4,451 SF (0. 10 AC)
PERMANENT ZONE I BUFFER IMPACT
MEE
1,252 SF (0.03 AC)
PERMANENT ZONE 2 BUFFER IMPACT
13,74
I SF (0.09 AC)
PERMANENT ZONE 3 BUFFER IMPACT
==-=-== =
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 10 20
40
GRAPHIC SCALE
Jones & Cnossen
Construction Management
Civil Engineering
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
SCALE
DATE
I "=20'
DRAWN
w
U
PLK
JANUARY 4, 2022
REVISION
SHEET
5
PROJECT
1910

❑
1
ti
J
30' TOA SAN. SEWER EASE.
8" iANITARY SEWER (TYP.)
405
404
403
SCM #3
a,
fiet free
Valk
44:4�� 1)
k�
\ :NM)
TA.4244
..0410
Ate
N
00►0
N
•
00
�)
:1;
•
07, z
/ /
1st_\ //
ZONE 2
PERMANENT
BUI-FER
M PACT
(2,239 SF)
W tu
ELI a_
�m
0Q�
N 0 W
°I__
0)
V
•
1
i
i
NOTE:
1. ALL EXISTING STREAM AND WETLAND INFORMATION TAKEN FROM A
SURVEY PROVIDED BY ROBINSON * PLANTE LAND SURVEYING.
2. PER FEMA MAP #3720072000J #3720071 000K DATED 02 MAY 200G, A
100-YEAR FLOODPLAIN IS PRESENT.
3. THE SITE WAS REVIEWED FOR ENVIRONMENTAL FEATURES BY SPANGLER
ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM BUFFER DETERMINATION
NUMBER IS 19-003.
RETREAT AT FRIENDSHIP
TABLE OF IMPACTS
IMPACT TYPE
IMPACT AREA E
PERMANENT STREAM IMPACT ^••oio\
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
PERMANENT ZONE I BUFFER IMPACT
EZENS
PERMANENT ZONE 2 BUFFER IMPACT
:
2,239 SF (0.05 AC)
PERMANENT ZONE 3 BUFFER IMPACT
ffrffrffrftftftffj
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 10 20
40
GRAPHIC SCALE
Jones & Cnossen
0)
c
co
J
Construction Management
Civil Engineering
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
QC
o_
(S)
ILI
SCALE
DRAWN
DATE
REVISION
SHEET
PROJECT
1910

J
i
i
EX. CREEK TOP
OF BANK (TYP.)
100
SG - PERMANENT
STREAM
IMPACT
(I 90 LF/30 I SF)
/
/
/
/
/
/
►
►
6
NOTE:
I . ALL EXISTING STREAM AND WETLAND INFORMATION TAKEN FROM A
SURVEY PROVIDED BY ROBINSON $ PLANTE LAND SURVEYING.
2. PER FEMA MAP #3720072000J $ #3720071000K DATED 02 MAY 2000, A
100-YEAR FLOODPLAIN IS PRESENT.
3. THE SITE WAS REVIEWED FOR ENVIRONMENTAL FEATURES BY SPANGLER
ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM BUFFER DETERMINATION
NUMBER IS 1 5-003.
RETREAT AT FRIENDSHIP
TABLE OF IMPACTS
IMPACT TYPE
IMPACT AREA F
PERMANENT STREAM IMPACT )
S6 - 190 LF / 301 SF (0.007 AC)
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
PERMANENT ZONE I BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
PERMANENT ZONE 3 BUFFER IMPACT
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 10 20
40
Jones & Cnossen
ENGINEER
Construction Management
Civil Engineering
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
0_
z
z
w
RETREAT
WAKE COUNTY, NORTH CAROLINA
TOWN OF APEX
SCALE
I "=20'
DRAWN
PLK
DATE
JANUARY 4, 2022
REVISION
SHEET
GRAPh IC SCALE
7
PROJECT
1910

•
e
4
1
0
C9
i
/
/
- 0-1
/
/ / / / / / / / / / / / / / 1 / / / / / 0
/ / / / - / � / 0 0, / / / / / i / / / / / / / / /
/ / / / / / / / / / / / / / / / / /\ / / / / / /
/
\
1
/i
1 / / / / /
I OOR / /EX.,WET?AN9S (Z�YP.)/ / / / / /
OODPLAIN
/ / / / / / / /
FL
/ ( / / "'gyp.)
/
/
/
/
/
�f 0
W8 - FERMANENT—
WETLAN D I M PACT:
6 SF
(FROM PILINGS)
15' TYPE A LANDSCAPE BUFFER
1
/
ELEVATED WOOD
BOARDWALK
10' GREENWAY
WOODBURY SUBDIVISION
/
/
— /
EXISTING LITTLE
BEAVER CREEK SEWER
OUTFALL 40' TOA SAN .
SEWER EASE.
SCM #9
4
' > L •
4 q'-
NOTE:
I . ALL EXISTING STREAM AND WETLAND INFORMATION TAKEN FROM A
SURVEY PROVIDED BY ROBINSON $ PLANTE LAND SURVEYING.
2. PER FEMA MAP #3720072000J $ #3720071000K DATED 02 MAY 2006, A
100-YEAR FLOODPLAIN 15 PRESENT.
3. THE SITE WAS REVIEWED FOR ENVIRONMENTAL FEATURES BY SPANGLER
ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM BUFFER DETERMINATION
NUMBER'S 19-003.
RETREAT AT FRIENDSHIP
TABLE OF IMPACTS
IMPACT TYPE
IMPACT AREA G
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
W8 - G SF (<0.001 AC)
PERMANENT ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
PERMANENT ZONE 3 BUFFER IMPACT
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 10 20
40
GRAPH IC SCALE
Jones & Cnossen
ENGINEER
Construction Management
Civil Engineering
221 N. SALEM ST,
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
0_
z
z
w
RETREAT
WAKE COUNTY, NORTH CAROLINA
TOWN OF APEX
SCALE
I "=20'
DRAWN
PLK
DATE
JANUARY 4, 2022
REVISION
SHEET
8
PROJECT
1910

N
SI -
TEMPORARY
STREAM 'NO
L055'
VI PACT
(30 LF/ I I I SF)
VAR. PUB.
DR. EASE.
EX. CREEK TOP
OF BANK (TYP.)
VAR. WI DTI1
PUB. DR.
EASE.
RIP —RAP
DISSIPATOR PAD
(EMBEDDED INTO
STREAM BED)
J
� S I -TEMPORARY
/ �/ STREAM
( ( /' IMPACT
(I 9 LF/90 SF)
i
EX. POND
TO REMAIN
N
N
N
PLAY LAWN
co
m
ION
3
HE
300
ClEafig
TO ALLOW F(
AQUATIC LI
PASSAGE
(ENTIRE LENG
CENTERLINE
:I SLOPE
CrYP.)
JUNE LAKE
STATION
/-WINGWALL
(TYP.)
DWALL
YP.) —.1..._
_ _
BE
24" RCP
,,__s__
DISSIPATOR
(EMBEDDED
STREAM
RIP -RAP
PAD
INTO
BED)
rh)
PERMANENT
STREAM
IMPACT
EXISTING /
STREAM JJJJ
BOTTOM
ELEVATION
300
295
290 290
0+00 0+50 1+00 1+50 2+00
IMPACT AREA G - CROSS-SECTION FOR STREAM CROSSING
NOTE:
I . ALL EXISTING STREAM AND WETLAND INFORMATION TAKEN FROM A
SURVEY PROVIDED BY ROBINSON $ PLANTE LAND SURVEYING.
2. PER FEMA MAP #3720072000J $ #372007 1000K DATED 02 MAY 2006, A
100-YEAR FLOODPLAIN IS PRESENT.
3. THE SITE WAS REVIEWED FOR ENVIRONMENTAL FEATURES BY SPANGLER
ENVIRONMENTAL, INC. THE TOWN OF APEX STREAM BUFFER DETERMINATION
NUMBER IS 1 5-003.
RETREAT AT FRIENDSHIP
TABLE OF IMPACTS
IMPACT TYPE
IMPACT AREA H
PERMANENT STREAM IMPACT •x
51 - 65 LF / 206 SF (0.005 AC)
TEMPORARY STREAM IMPACT
51 - 49 LF / 201 SF (0.005 AC)
PERMANENT WETLAND IMPACT
PERMANENT ZONE 1 BUFFER IMPACT
WM
PERMANENT ZONE 2 BUFFER IMPACT
EMI
PERMANENT ZONE 3 BUFFER IMPACT
=======
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 10 20
40
GRAPHIC SCALE
Jones & Cnossen
ENGINEER
0)
c
c0
0
J
Construction Management
Civil Engineering
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
0_
z
z
w
RETREAT
WAKE COUNTY, NORTH CAROLINA
TOWN OF APEX
L
W
U
SCALE
I "=20'
DRAWN
PLK
DATE
JANUARY 4, 2022
REVISION
SHEET
9
PROJECT
1910

Freshwater Mussel Survey Report
Friendship Station Phases 5&6-SAW-2020-00386
Little Beaver Creek
Wake County, North Carolina
Little Beaver Creek (facing upstream)
Prepared For:
69
SPANGLER
ENVIRONMENTAL, INC.
Ward Marotti
Spangler Environmental
Charlotte, North Carolina
February 2022

Prepared by:
1 Glenwood Avenue, Suite 600
Raleigh, NC 27603
Contact Person:
Chris Sheats
[e-mail]
919-417-2732

1.0 INTRODUCTION
Freshwater mussel surveys were conducted in Little Beaver Creek based on recommendations
by the United States Fish and Wildlife Services (USFWS) for Preconstruction Notification (PCN)
SAW 2020-00386. The site is located approximately three miles upstream of the confluence
with Jordan Lake of the Cape Fear River Basin. The United States Fish and Wildlife Services
(USFWS) Information for Planning and Consultation (IPaC) GIS planning tool lists one
"Threatened" aquatic species, Atlantic Pigtoe (Fusconaia masoni), as potentially being affected
by the project.
SEPI Inc., was contracted by Spangler Environmental, Inc. to conduct surveys targeting the
Atlantic Pigtoe as part of the permitting process that requires an evaluation of potential
project -related impacts to federally protected species.
2.0 PROTECTED SPECIES DESCRIPTION
2.1 Atlantic Pigtoe (Fusconaia masoni)
2.1.1 Species Characteristics
The Atlantic Pigtoe is a freshwater mussel reaching up to 60mm in length. This species is
characterized by having a sub -rhomboidal shaped shell with a distinct posterior ridge. The
umbo is elevated well above the dorsal margin and the beak cavity is shallow. The periostracum
is yellow to dark brown and has a parchment- like texture (Bogan 2002, Bogan and Alderman
2008). Pseudocardinal and lateral teeth are well developed except for the anterior
pseudocardinal tooth in the right valve, while the interdental tooth is absent in the left valve
(USFWS 2018b).
The Atlantic Pigtoe is a tachytictic breeder, gravid females have been found from late June to
early July (Fuller 1973). Fish hosts for this species include Bluegill Sunfish, Shield Darter,
Longnose Dace, Rosefin Shiner and Creek Chub (Watters and O'Dee 1997, Wolf and Emrick
2011).
2.1.2 Distribution and Habitat Requirements
The Atlantic Pigtoe is endemic to the southern Atlantic Slope and is found from the Ogeechee
River Basin in Georgia to the James River Basin in Virginia. In North Carolina, this species is
known from the Catawba, Pee Dee, Cape Fear, Neuse, Tar -Pamlico and Roanoke River Basins
(Johnson 1970, Bogan 2002). This species can be found in medium to large streams with clean,
swift waters and a stable gravel or sand and gravel substrate. Individuals are often found on the
downstream edge of riffle areas.

4.0 SURVEY EFFORTS
Atlantic Pigtoe surveys were conducted by Chris Sheats (ES Permit # 22-ES00558) and Tori
Fowler on February 1, 2022.
4.1 Methodology
Freshwater mussel surveys were completed by a 2-person survey team using bathyscopes,
visual and tactile survey methods. The survey reach extended from 500 meters downstream of
the proposed Permanent Wetland Impact 2 to 100 meters upstream of the proposed
Permanent Wetland Impact 3 (Appendix A).
5.0 RESULTS
Freshwater mussel surveys were conducted fora total of 4 person hours within Little Beaver
Creek. During the survey, all UTs flowing into Little Beaver Creek within the survey reach were
evaluated for appropriate Atlantic Pigtoe habitat, and none was observed. No Atlantic Pigtoe
individuals were observed during survey. No freshwater mussels, clams, or snails were observed
during this survey.
During the survey, Little Beaver Creek's stream width was 0.5 to 2 meters with depths ranging
from 0.25 to 1 meter in the downstream portion of the survey. Substrate was dominated by
unconsolidated sand and silt with few areas of gravel present. Pool and run habitats were
present within the reach. Water levels were normal, and visibility was clear during surveys. This
site had 90% forest cover with narrow, wooded buffers and a surrounding natural, sub -urban
land -use. Beginning just downstream of Permanent Stream Impact 1, the stream channel is
inundated from a series of beaver dams ranging from 1.5-2.5 meters in height and expanding 3
to 6 meters across Little Beaver Creek floodplain. The floodplain was inundated with very little
flow.
6.0 DISCUSSION/CONCLUSIONS
Atlantic Pigtoe was not observed in Little Beaver Creek. Based on the distance to known
occurrences of Atlantic Pigtoe individuals and the results of this survey, this project is not
anticipated to have negative impacts to the Atlantic Pigtoe. Due to the presence of habitat, the
project biological conclusion for Atlantic Pigtoe is "May Affect; Not Likely to Adversely Affect".
Critical habitat is not present in the survey reach, therefore the biological conclusion for critical
habitat is "No Effect". The survey efforts detailed in the report serve to update species
information within the surveyed portions of Little Beaver Creek.
Atlantic Pigtoe
Biological Conclusion: May Affect, Not Likely to Adversely Affect
Habitat for the species was observed but no individuals were found.
Biological Conclusion for Critical Habitat: No Effect
Proposed critical habitat for Atlantic Pigtoe is not located within the study area, suggesting that
the proposed project will have no effect on proposed critical habitat for this species.

7.0 LITERATURE CITED
Bogan, AE. 2002. Workbook and Key to the Freshwater Bivalves of North Carolina. North
Carolina Freshwater Mussel Conservation Partnership, Raleigh, NC 101 pp, 10 color
plates.
Bogan, AE and Alderman, J. 2008. Workbook and key to the freshwater bivalves of South
Carolina. Revised Second Edition.
Fuller, SLH. 1973. Fusconaia masoni (Conrad 1834) (Bivalvia: Unionacea) in the Atlantic drainage
of the Southeastern United States. Malacological Review 6:105-117.
Johnson, R.I. 1970. The systematics and zoogeography of the Unionidae (Mollusca: Bivalvia) of
the southern Atlantic Slope region. Bulletin of the Museum of Comparative Zoology
140(6):263-449.
U.S. Fish and Wildlife Service. 2018b. Endangered and Threatened Wildlife and Plants;
Threatened Species Status With Section 4(d) Rule and Critical Habitat Designation for
Atlantic Pigtoe. 50 CFR 17: 83 FR 51570, 51570-51609 Docket No. FWS-R4-ES-20180046.
Watters, G.T. and S.H. O'Dee 1997. Identification of potential host: Elliptio fisheriana (Lea,
1838), Fusconaia masoni (Conrad, 1834), Fusconaia flava (Rafinesque, 1820), and
Pleurobema clava (Lamarck, 1819). Triannual Unionid Report No. 13:38.
Wolf, ED and Emrick V. 2011. Propagation and Culture of Species at Risk Atlantic Pigtoe.

APPENDIX A
Figure

OVERALL WETLAND d STREAM IMPACTS
PReVIOU5LY
APPROVED
PERMANENT
WETLAND IMPACT
(5AW-2020-00386)
11,350 5F
(0.272 AC)
PREVIOUSLY
APPROVED
PERMANENT
STREAM IMPACT
(5AW-2020-00386)
255 5F
(0.007 AC.)
TOTAL NEW
PERMANENT
WETLAND IMPACT
I,322 SF
(0.042 AC)
TOTAL NEW
PERMANENT -
STREAM IMPACT
199 LP
1468 5P
(0.034 AC.)
NO PERMANENT L055
STREAM IMPACT
765r(r5LF)
TOTAL PROJECT
WETLAND IMPACT
! 3,672 SF
(0.314 AC)
TOTAL PROJECT
STREAM IMPACT
1,763 5F
(0.041 AC.)
PERMANENT
STREAM
' PACT # 1

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: maria(d,spanglerenvironmental.com
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. Preliminary Determination
0 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(252)808-2808 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 Lastin2er at 919-554-4884 ext 32 or
James.C.Lastinger(a(usace.army.mil.
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 I 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.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit,including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice,or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter,the district engineer will evaluate your
objections and may: (a)modify the permit to address all of your concerns, (b)modify the permit to address some of your
objections,or(c)not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections,the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT:You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit,including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 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.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice,means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the 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 If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division Mr. Phillip Shannin,Administrative Appeal Review Officer
Attn:James Lastinger CESAD-PDO
Raleigh Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers 60 Forsyth Street,Room 10M15
3331 Heritage Trade Drive,Suite 105 Atlanta, Georgia 30303-8801
Wake Forest,North Carolina 27587 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 investi ations.
Date: Telephone number:
Signature of appellant or agent.
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.Philip 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 INREVIEW AREA WHICH"MAY BE"SUBJECT TO
REGULATORY JURISDICTION
Site Number Latitude Longitude Estimated Type of aquatic Geographic authority to
(decimal (decimal amount of resources(i.e., which the aquatic
degrees) degrees) aquatic wetland vs. resource "may be"
resources in non-wetland subject(i.e.,Section 404
review area waters) or Section 10/404)
(acreage and
linear feet, if
applicable
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:
ZUSGS NHD data:
▪USGS 8 and 12 digit HUC maps:
Z 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:
MOther 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.
crrn.co ��
Signature and date of Regulatory Signature and date of person requesting PJD
staff member completing PJD (REQUIRED, unless obtaining the signature is
07/22/2020 impracticable)t
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.

% • 4 -,,1, po • \ . .,, �.r Legend .�
.T.
" EN ,:e '� ',, ,_-_-___ : Contour Wake
s s , i • Potentially Jurisdictional Stream
`• t; '� k �j /// Area not evaluated
It, • c ti. � C
M. Approximate Project Boundary
- '`iik
� Ns a• i / P1 t Potentially JurisFeetdictional Non-wetland
(' Potentially Jurisdictional Wetland
461'.
` � 125 250 500 750 100S I
(1414111
�lir. W18 r
l-4)1F-‘-‘31(— '
----)
P2 1!"•:, \ `
\ c\4".1& -.. ' ;---:41';7 ' ;Pt,
3), \, ,-'---- __ Ifilif(-- r • .. 7,, ..,___i 41, , . , iti:(
..,-,,,,,N it
, A
,, NS' , ' 6 , / 46:, ,
'11 si . -No.• -,---- Lor, i
, ,, r-_,-*. /// 44- f'*1 it) k(ii.
- ' /), ' -"
11Vii Ik-i' 7: .111r:-?-
/ 11 \ _`_ ``
1/
/ ' i , ,(,, S6 -,,.\\ -).,, s7/`' , fi
r)
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ok, , / '4 ,, : / t,#:;01
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r\\. .... . ,, ii, 7 i
ir:----4 , i (4k.`,-, . z"--- I- i r A /
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J f ,_VV15
f1,\\•"\mom , - 1 i \ IVV10 ' f. . I t
S5 j. -----') : 1i
. . , 4 roe ,.."\ ' ir , . •( ? )1)t141,1. 1\\13 lc s/ j1:.Wifi:#141i161 7 397";-,,, \' (
:: :;.;.:'1:11.'_:,;4' 1::
l 40 S2 ! W17 ' ),41\11
555%' ::„..00,0 /-,....) top S8 4! );,,C' ,
---N7 , 11/4 S4 '..... /-1-0 ;5"./ -----7 ,,,
i\
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A. .40ftie„ /, , ------7-;-' „de , - — VV14 - • ,..s. k, ( c \ ,\ \
....,__ ,....,„< _ ,p
i - 8 N\ \ •>
___,..._ r______
______
Heelan 69
3108 & 3120 Olive Farm Road SPANGLER Wetlands/Streams Map
New Hill, NC ENVIRONMENTAL, INC.
February 2020 4338 Bland Road Raleigh, NC 27609 map source:
919-875-4288 Wake County GIS

vVATEK RESOURCES DEPARTMENT
!
December 11, 2D19
|
MarbPo|izzi !
Senior Sciontist— Land Resources '
Spangler Environmental, Inc. '
4338 Bland Road, Raleigh, NC2768y
Subject: Stream` � Apex19'OU3
Hee|an, Olive Farm Road
Cape Fear—Jordan Lake Watershed
Dear Maria Pu|izzi,
i
On December 6th, 2019, Mr. James K8isciagno 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 (UDD), | concur with the stream classifications as
shown on the attached sketch dated DecemberO3, 2019 and initialed by James Misciagno. .
S14 Intermittent Perennial Ephemeral Ofest |
S113 Intermittent Perennial Intermittent 50feet
S3A Not Present Intermittent Ephemeral 8 /eet �
53B Not Present Intermittent Ephemeral Ofeet
�
S4 Not Present Not Present Nn call needed 8feet �
35 Not Present Intermittent Intermittent SO feet |
|
`
SGA Not Present Intermittent Ephemeral Ufeet
S7A Intermittent Intermittent [phenoera| 0feet
578 Intermittent Intermittent Intermittent SO feet
|
SA Intermittent Intermittent Intermittent 50feet

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,
/7///114( --
Michael S. Deaton, PE
Stormwater& Utility Engineering Manager
Attachments
TOWN OF APEX
The Peak of Good Living
PO Box 25o Apex, NC 27502 I [phone] I www.apexnc.org

cPE_ Riparian Buffer Call
= Application
o,CAS
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 michael.deaton(aJapexnc.orq.
PROPERTY INFORMATION
Owner(s): Multiple(see table with owner and deed information)
Site Address: 3108&3120 Olive Farm Road, New Hill, NC
CONSULTANT INFORMATION(If applicable)
Name: Spangler Environmental,Inc.
Address: 4338 Bland Rd. Raleigh,NC, 27609
Email: [e-mail]
Phone: [phone]
CHECKLIST
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 Topo Map(most recent version) X
NCDEQ Stream Identification Forms X
(v.4.11) 1970 Wake County Soil Survey Map X
Sketch 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.
/1/1-a41- /` tG Date: 11/22/19
Town of Apex Water Resources Department Revised 5/14/2019

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Heelan 69
3108& 3120 Olive Farm Road SPANGLER 1970 Soil Survey Map
New Hill, NC ENVIRONMENTAL,INC.
May 2019 4338 Bland Road Raleigh, NC 27609 map source:
919-875-4288 Wake County GIS
4163' /V% i al 13 1 a0 l 9

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0 145 290 580 870 1,160 s Bureau TIGER/Lire data,4USFS•aad Data;Nature Legend
m gm imme Department of State Humanitarian Information Unit
Centers for Environmental Information,U.S.Coast I=Project Boundary
Feet refreshed August,2019.
Heelan 69
3108 & 3120 Olive Farm Road SPANGLER Wetlands/Streams Map
New Hill, NC ENVIRONMENTAL,INC.
May 2019 4338 Bland Road Raleigh, NC 27609 map source:
919-875-4288 Wake County GIS
41.3—r11q Il i / ( #4" 4.1

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., • Approximate Property Boundary
Pond
` 50 ft.Buffer
100 200 400 600 so" I 100 ft.Buffer '
Feet •" •�•
—j• IS'
Heelan 69
3108 & 3120 Olive Farm Road SPANGLER Wetlands/Streams Map
New Hill, NC ENVIRONMENTAL,INC.
May 2019 4338 Bland Road Raleigh, NC 27609 map source:
19-875-4288 Wake County GIS
41131.4114 I sam 3 I ak 0 k 1 .

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NC llWQ Stream Identificationor Fm Version t'(k '4'\ eA
Date: f 1 I )q ProJect/slte: R te.,'at‘ Latitude: SrC-e, &PS G'"
Evaluator: "ll m 506t\cjU r County: vf a. Longitude: Si(-C S ( b
Total Points:
�� J Stream Determl circle one) Other
Stream is at least intormRtenf Ephemeral , ' 'erennlal e.g.Quad Name:
N 2 19 or perennial if 2 30'
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
3.In-channel structure:ex.riffle-pool,step-pool, 0 2 3
ripple-pool sequence
°/ 4.Particle size of stream substrate 0 1 3
•1r, 5.Active/relict floodplain 0 3
�4 6.Depositional bars or benches 0 2 3
y4ry 7.Recent alluvial deposits 0 ,(? 2 3
4 8. Headcuts 1 2 3
_9.Grade control 0 I. 1 1.5
10.Natural valley 0 0 --'7 0 1.6
1 / 11.Second or greater order channel Yes=3
-1 artificlat ditches are not rated;see diFufslons In manual
1 B. Hydrology (Subtotal= )
12.Presence of Basefiow 0 2 3
X� 13.Iron oxidizing bacteria •,c) 1 2 3
//�t t 14.Leaf litter 1.5 1g
0.5 (.Qi
`v1 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 higt)water table? No=0 Yes=3
C. Biology (Subtotal= )^ /K)
18.Fibrous roots in streambed 3 2 0
19.Rooted upland plants In streambed 3 0
20.Macrobenihos(note diversity and abundance) 0 6. 3
21.Aquatic Mollusks ) _ 1 • _ 2 3
22.Fish 0.5 1 1.5
23.Crayfish 0.5 1 1.5
24.Amphibians 0 0.5 1 1.5
^25.Algae 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:
( �
V 13
"1- Pr\ t )- I, I 21)('
, r

NC DWQ Stream Identification Form Version 4.11 -
Date: ' l/.7 ProJect/Slte: ,. A,t2,r Latitude: Cq---' f
Evaluator: tm SVan f/ County: WKt Longitude: oltec.,fr'/ `4
1'Y�,Y(E'
Total Points: /� Stream Determination(circle one) Other �On S 10.
Stream is at least Intermittent l / � I Intermittent Perennial e.g.Quad Name: dye
N x t9 or perennial if t 30' r O"
A.Geomorphology (S ubtotal= I'ri - Absent Wnk Moderate Strong _
2 3
1°Continuity of channel bed and bank 0 1 Q.)� - 2 3
2.Sinuosity of channel along thaiweg 0
3.In-channel structure:ex.riffle-pool,step-pool, O 1 2 3
ripple-pool sequence 1 2 3
4.Particle size of stream substrate 0
2 3
6.Active/relict Iloodpiain 0
1 2 3
6.Depositional bars or benches 0 3
7.Recent alluvial deposits 1 2 1 O 3
8. ileadcuts 0 0 7 1 1-5
9.Grade control 1.5
10.Natural valley 0 0.5
Cl 11.Second or greater order channel
0--0 Yes=3
°artificial ditches are not rated;see discdions In manual
B.Hydrology (Subtotal= V ) fit
1232 3
12.Presence of Baseflow 1
13.Iron oxidizing bacteria 1 1 2 3
14.Leaf litter D,b 1 1.5
15.Sediment on plants or debris 1 1.5
16.Organic debris lines or piles 0.5
17.Soil-based evidence of high water table?
o=p Yes=3
C.Biology (Subtotal= 1-''1 .)
0
18.Fibrous roots in streambed 3 2
19.Rooted upland plants in streambed 3 2 87 0
^20.Macrobenthos(note diversity and abundance) U 1 2 37 1 2 3
21.Aquatic Mollusks 1.5
22.Fish 0.5 1 D b 1 1.5
23.Crayfish 113 0 5 1 1.5
24.Amphibianslb 1.5
25.Algae 0 1
26.Welland plants In streambed ,.,. .14/=0 OBL=1.5 Other=0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes: ,{ fQ,n r_{n
Sketch; _6Q a -4 acKk U` Vim`` 'Y' S U 1 S ?,tt,1 V CIA
o-e F 'm kv\ (-c v c)F (ead4 ti00-I foil .
_
*Orr
fl--- ilf\- I )-1 t t ao t

valt+\ ,
es 1(�+
Cok
NC DWQ Stream Identification Form Version 4.11 �,-
Date: 1 I 1 11l _ ProlacuSlto: 44'{� Latitude:
Evaluator: ,(�/� � County: WQ,1�, Longitude: ins 2A
'Tan "�,-" r lTl` d
5-45
Total Points: ( Stream Determination(circle one) Other
Stream Is at feast Intermittent ill 19 or perennial if 90' F.Q' em P Intermittent Perennial o.g.Quad Nonw:
�
A.Geomorphology (Subtotal= 0/, Absent Weak Mo rate Strong
1°Continuity of channel bed and bank 0 1 7 - 3
2.Sinuosity of channel along thalweg 0 1 3
3.In-channel structure:ex.riffle-pool,step-pool, C„1 1 2 3
ripple-pool sequence �i 2 3
4.Particle size of stream substrate 0
5.Active/relict fioodplain 0 CO--7 3
t.°
6.Depositional bars or benches2 1 2 3 3 1 2 3
7.Recent alluvial deposits 18. Headcuts � � 1.5
9.Grade control 0 1
10.Natural valley 0 0.5 7 1.5
11.Second or greater order channel .6:3) Yes=3
°artificial ditches are not rated;see discugsions in manual
B.Hydrology (Subtotal= cd )
n
12.Presence of Basefow 1 2 3
C(C(,ggg(///�
13.Iron oxidizing bacteria 1 2 3
14.Leaf litter 1.5 1 0.5
15.Sediment on plants or debrisci3, 0.5 1 1.6
16.Organic debris lines or piles 0.5 1 1.5
17.Soil-based evidence of high water table? Yes=3
C.Biology (Subtotal=_ 3__.
18.Fibrous roots In streambed 3 2 1 0
19.Rooted upland plants in streambed 3 2 1 y
20.Macrobenthos(note diversity and abundance) 0 1 2 3
21.Aquatic Mollusks 0 1 2 3
D.6 1 1.5
22.Fish 0 0.5 1 1,5
23.Crayfish 0 5 1 1.5
24.Amphibians 1.5
25.Algae 0 0.5 1
26.Wetland plants in streambed
FACW=0.75; OBL=1.5 o or=r
'perennial streams may also be Identified using other methods.See p.35 of manual.
Notes: y� I�,\\ r�Q / , n(�(� n J (�� ,`�
Sketch: S 311- , f VV ~f IJL- Gtok "' -ftCam l- �,, '1� 1 ` l:tc�l52
Cock(
GcKrl s
can c,d-, ,-vs Con � lv\i2nuudf Sg.
, VA W) l d.
iSX1)) S3n . S3
J1(1r) ( GLI < < 19-0t,�

•
NC DWQ Stream Identification Form Version 4.11 '
Date: I /1 /19 ,y Project/Site: ,I vN , Latitude: b`
Evaluator: Ttrn Sp�t11g W/ County: wog,_--__ Longitude: o-f(/Lrn rrttt'iid
Total Points: sire oterminatlon(circle ono) Other
Stream is at MashnMrmiltanl 177 lamer Intermittent Perennial e.g.Quad Name:
itt 19or perennial itt30'
1'1
A.Geomorphology (Subtotal= (j •�Z Absent Weak Moderat©0 1 2 Strong�+
-
1°Continuity of channel bed and bank 1 2 ..02.Sinuosity of channel along thalweg 0
3.In-channel structure:ex riffle-pool,step-pool, 1 2 3
ripple-pool sequence 0 1 3
4.Particle size of stream substrate 1 `fy,7 3
5.Active/relict floodplain 0
0 3
6.Depositional bars or depobenches CO 2 3
7.Recent alluvial deposits 2 3
8. Headcuts ©- 5 1 1.5
9 Grade control 0 0 0,5 O. 1.5
10.Natural valley No=0 Yes=3
11.Second or greater order channel
°artificial ditches are not rated;see discuss-ens In manual
B.Hydrology (Subtotal= 4 ) 2 3
1 2 3
12.Presence of Baseflow 0 1
0
13.Iron oxidizing bacteria 5 12
14.Leaf lifter 0 5 0.51 1.5
15.Sediment on plants or debris (.1....5) 1 1.5
16.Organic debris lines or plies 0
Yes=3
17.Soil-based evidence of high wp yr table? _
C. Biology (Subtotal= fl/ 3 2 1
18 Fibrous roots in streambed 3 2 1 p
19.Rooted upland plants in streambed 1 2 3
20.Macrobenthos(note diversity end abundance) 1 2 3
21.Aquatic Mollusks 0 5 1 1.5
22.Fish 0.5 1 1.5
23 Crayfish 0.5 1 1.5
24.Amphibians 26.Algae 0 5 1 ��J 1.5
FACW=0.75; OBL=1.5 eli
26.Wetland plants in streambed
'perennial streams may also be Identified using other methods.See p.35 of manual.
{
Notes:
Sketch: 53 6
vA
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NC DWQ Stream Identification Form Version 4.11 CtA6644
Date: ll rum Project/site: \--leftlatn Latitude: ;etASS
Evaluator. 'Tim SXnOjJ1 0_r County: WOO. Longitude:
Total Points: �r if a:termination(circle one) Other
Stream is at leasllntermiltenl I I �phemolA ntennittent Perennial o.p.Quad Name:
if 19 or perennial if t 30' (
A.Geomorphology (Subtotal= Absont Woak Moderate Strong _
1°Continuity of channel bed and ban 0 1 33-,
2.Sinuosity of channel along thalweg 0 1 ji-
3.In-channel structure:ex,rirtle-pool,step-pool, n 1 2 3
ripple-pool sequence t✓ 2 3
0
1
4.Particle size of stream substrate 0 1
2 3
5.Active/relict floodplein 2 3
6.Depositional bars or benches 0
7.Recent alluvial deposits 0 1 2 3
3
6. Headcuts 0 1 k3, 3
9.Grade control 0
1 .Natural valley 0 5 r7 1 1.5
Yes=3
11.Second or greater order channel
artificial ditches are not rated;see discussipns in manual
B.Hydrology (Subtotal= _ I ) 3
12.Presence of Baseflow 1 2
13.Iron oxidizing bacteria 1 2 31 0.5 �3�
14.Leaf litter 1.5
15.Sediment on plants or debris 7 0.5 1 1 5
16.Organic debris lines or plies 0 0.5
_1t Yes=3
17.Soil-based evidence of high water table? �Cl�
C.Biology (Subtotal= 0 3 2 1
18.Fibrous roots in streambed 1 P
19.Rooted upland plants in streambed _ _3, 2 2 2 3
20.Macrobenthos(note diversity and abundance) ?�Y=`0'�J) 1 1 2 3
21.Aquatic Mollusks 0 5 1 1.5
22.Fish 0 0.5 1 1.5
23.Crayfish 0.5 1 1.5
24.Amphibians 1 1.5
0
25.Algae
gae FACW=0.75; OBL=1.` Cher=
26.Wetland plants in streambed
'perennial streams may also be Identified using other methods.See p.35 of manual.
Notes:
Sketch: (5 /1 q,
i
i
a )11\ 12- t 1c

NC DWQ Stream Identification Form Version 4.11 (6101,04 kAt:el0'
Date: I I /-7 /)01 ProJect/slte: 1,4 teI Q,r% Latitude: sa, &eS
�-- County: ,�, I Longitude: mgp(�ed
asA t-
Evaluator; t 1 1 pail
/1►�` Val Q gS--1-Of-1-91 V1-1$JA
Total Points: / :1 +etermination(circle one) Other
Stream is at least intermittent I 4411= Intermittent Perennial e.g.Quad Name:
it a 19 or perennial if a 30'
A. Geomorphology (Subtotal=____i_____) Absent Weak Modrate Strong
1°Continuity of channel bed and bank 0 1 (ZJ 3
2.Sinuosity of channel along thalweg 0 .6) �� 3
3.In-channel structure:ex.riffle-pool,step-pool, 1 2 3
ripple-pool sequence
4.Particle size of stream substrate 0 F-7 2 3
5.Active/relict floodplain 0 2 3
6.Depositional bars or benches 1 2 3
7.Recent alluvial deposits 1 2 3
8. Headcuts 0 1 2 3
9.Grade control 0 1 1.5
10.Natural valley 0 .5 1 1.5
11.Second or greater order channel Nb.= . Yes=3
a artificial ditches are not rated;see discuissons in manual
B. Hydrology (Subtotal= _ )
12.Presence of Baseflow 1 2 3
13.Iron oxidizing bacteria 0 1 2
14.Leaf litter 1.5 1 0.5 -d
15.Sediment on plants or debris t D 0.5 1 1.5
16.Organic debris lines or piles 0?____?
0.5 1 1.5
17.Soil-based evidence of high hater table? Yes=3
C. Biology (Subtotal= L )
18.Fibrous roots in streambed 3 CD --2--) 1 0
19.Rooted upland plants in streambed 2 1
20.Macrobenthos(note diversity and abundance) 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 , 0,5 1 1.5
25.Algae (� 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL=1.5 Otheri€
*perennial streams may also be identified using other methods,Sue p.35 of manual.
Notes:
Sketch: Ck 6{- -( k 171 I< Oe q- 2' 1 Q,A G, (',
4 s --Ia

IIIF
NC DWQ Stream Identification Form Version 4.11 Hal cal rn (/1
Date: II /7 /! q ProJecUSlte: N J q,h Latitude: , Gp S
Evaluator: J mei S,/t/{N County: \ c , e, Longitude: (Wkil• NO 0�
Total Points: `/yLl [/ i Stream Determl circle one) Other
Stream is at least intermittent Ephemeral IrritnIfi•erennial e.g.Quad Name:
ifa 19 or perennial if a 30' -6T1
A. Geomorphology (Subtotal=(• Absent Weak Moderate Stro g
1"•Continuity of channel bed and bank 0 2
2.Sinuosity of channel along thalweg 0 8_, 2 3
3.In-channel structure:ex.riffle-pool,step-pool, 0 2 3
ripple-pool sequence _
4.Particle size of stream substrate 0 7 2 3
5.Active/relict floodplain 0 2 _ 3
6,Depositional bars or benches 0 .--7 2 3
7.Recent alluvial deposits 0 2 3
8. Headcuts 0 2 3
9.Grade control 0 .5 ) o 1.5
10.Natural valley 0 0,5 1.5
11.Second or greater order channel No=0 Yes=3
"artificial ditches are not rated;see cusglons in manual
B. Hydrology (Subtotal=- > )
12.Presence of Baseflow 0 1 3
13.Iron oxidizing bacteria 0 1 - 2
14.Leaf litter 1.5 1 0.5 g3
15.Sediment on plants or debris 0 0.5 • 1.5
16.Organic debris lines or piles 0 6�l 1 1.5
17.Soil-based evidence of high water table? No=0 es=
C. Biology (Subtotal=
18.Fibrous roots in streambed 3 2 1
19.Rooted upland plants in streambed J 2 1 0
P7''' 20.Macrobenthos(note diversity and abundance) 0 2 3
21.Aquatic Mollusks 0 2 3
22.Fish 0 1 1.5
23.Crayfish 0 '-2 1 1.5
24.Amphibians 0 1 1.5
25.Algae 0 1 1.5 _
26.Wetland plants in streambed ( rACW=07713 OBL=1.5 Other=0
'Perennial streams may also be Identified using other methods.See p.35 of manua.
Notes:
1111'
Sketch:
Sm
,

S1 eaM Z
NC DWQ Stream Identification Form Version 4.11 • ri
Date: tr_ !( Project/811o: ti 2h Lattlude:55 2 1I�1.Jz ICJ
Evaluator11t f,1C:r tr fmT�' t4r1 County` k Longitude:- i155 l53,a..ii�
Total Pointe ��ul:'e l/ems Stream Deform' circle one) Other
Stream Is Wan( Ephemeral Perennial e.g,Quad Name:
if z 19 or perennial if z 30'
A. Geomorphology (Subtotal= 1401;.....J Absent Weak Moderate St Rng
1°'Continuity of channel bed and bank 0 1 2 k`)
2.Sinuosity of channel along thalweg 0 1 3
3.In-channel structure:ex.riffle-pool,step-pool,
ripple-pool sequence 1 2 3
4,Particle size of stream substrate 0 � 3
5.Active/relict floodplain 0 l'k 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 et 1.5
10. Natural valley 0 .5 _ 1.5
11.Second or greater order channel 46 Yes=3
artificial ditches are not rated:see discussions in manual
B. Hydrology (Subtotal= ) •
12.Presence of Baseflow 0 1
13.Iron oxidizing bacteria I j 1 2 3
14.Leaf litter 5 1 0.5 00
15.Sediment on plants or debris () 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 3
C. Biology (Subtotal=6, E )
18.Fibrous roots in streambed 2 1 0
19.Rooted upland plants in streambed (`) 1 0
20.Macrobenthos(note diversity and abundance) (f9) 1 2 3
21.Aquatic Mollusks 1 2 3
22.Fish 0.5 1 1.5
23.Crayfish 1_ 0.5
1 1.5
24.Amphibians 0 1 1.5
25.Algae 5 1 1.5
26.Wetland plants in streambed FACWC, OBL=1.5 Other=0
'perennial streams may also be Identified using other methods.See p.35 of manual.
Notes:,(C' /h, ?$
Sketch:
DC-15 a
)et, i0 0‘) /4;4
_ ` 2 t r, C

NC DWQ Stream Identification Form Version 4.11 Cd1 r ,
Date: Icy./1 if
e( /y1 ProJectl3lte: 1 ^-), C1Y Latitude: ,,., (i +,,riv rI 1
Evaluator: J 1m J ,ine _Ai- `-�J , 111 j}. County:W�l/�1 Longitude:73 5 5 i'+53,3,
Total Points: lI f I
Stream is at least intermittent LJ��� a'termination(circle one) Other
if 19 or perennial irz 30 pheIntermittent Perennial el,Quad Marne:
A. Geomorphology (Subtotal= u` 1j Absent,pc• Weak Moderate Strong
1'Continuity of channel bed and bank (u) 1 2 3
2.Sinuosity of channel along thaiweg 0 (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 1 0 3
5,Active/relict floodplain 0 G P 2 3
6.Depositional bars or benches 1 2 3
7.Recent alluvial deposits ,( 1 2 3
8. Headcuts ;�t 1 2 3
9.Grade control r 0.5 1 1.5
10.Natural valley 0 1 1.5
11.Second or greater order channel (o=� Yes=3
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal= C) )
12.Presence of Baseflow ..0 1 2 3
13.Iron oxidizing bacteria 1 2
14.Leaf litter .5 1 0.5
15.Sediment on plants or debris (0 0.5 1 1.5
16.Organic debris lines or piles fajj 0.5 1 1.5
17.Soil-based evidence of high, "ter table?' 40 Yes=3
(
C. Biology (Subtotal= _
18.Fibrous roots in streambed 2 1 (ta.)
19.Rooted upland plants in streambed ' 2 1 (r�
20.Macrobenthos(note diversity and abundance) .0 1 2 3
21.Aquatic Mollusks (ly) 1 2 3
22.Fish t'� 0.5 1 1.5
23.Crayfish !D' 0.5 1 1.5
24.Amphibians I)) 0.5 1 1.5
25.Algae f ) 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.35rof manual
Not_-e5s: J��r 1P,_r �f'� �,Isq'( !`'1 .A-40r'1r t't 6.-_,4
Sketch: J
PJ6H

NORTi I CAROL INA Rtt;ii't err ENTRY
WAKE CUUN IA'
znd November
This Right of Entry is executed this day of R __ are a,� by
-1
MI Homes of Raleigh alid S11411. 1 Fnvirunmvntat, tl d, i Ilse authcnilid.i;� ie �1
WHEREAS, the 'town of Apex ("Town") Is seeking to make a stream buffer
determination .►t ro the property known as ieelan in the Town nt'
New Hill , North Carolina and designated as PIN 1# (see attached tablei ley.the
Wake County Revenue Department(the"Subject Property*);
WI IERL\S, the authorir.edagents are agreeable to p oxide the Town with this
Right of Entry under the terms and conditions stated herein so that the above referenced
determination may proceed_
NOW THERi?FORE; in tight of the above premises, the m tthor'tzccl 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 Town pf Aprx and its contractors may enter the Subject Property for the
purpose of conducting on-site envllonmental investigations and issuing a
determination based on those investigations as it relates to stream Buller
determination
This: Right of Entry does not convey to the 'town any title or ownership
interest in the Subject Property_
3. The Town and its employees, contractors, agents Mini representative, enter
upon the Subject Property at their own risk and assume all risks tchited to
the property.
t. 'I'Ite undersigned agrret and warrants to hold harmless the Town of Apex,its
agencies, departnwri i. ec,ntiat.tt+ts, anti sulicontractorc,and discharges and
waives any action, either equitable or legal that arise from. the activities
described above on the property t' c:ept in the ease of nc-giigence I}y the
Town.
tii ones#',2' tr f + 3'