20200412 Ver 2_PWC Phase V Area 25 Annex - Courtesy Copy - PCN ATTACHMENTS_20230606

•
Soil & Environmental Consultants, PA
ti412 I ills of Ncuse Road, uilc I111,Raleigh,NC 27615•Phone:(9 N)8-l6-59M• I-ac(')I'))8.16-9-R.7
�andcc.com
PWC—Fayetteville, CERTIFICATION /AGENT AUTHORIZATION
Project Name/Description: PWC Phase V Area 25 S&EC Project#
Date: May 2019
The Department of the Army
U.S.Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Emily Greer Field Office: Wilmington Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions.This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Numbers)(PIN): N/A
Site Address: multiple—PWC Phase V Area 25
City, County, State: Fayetteville, Cumberland Co.,NC
PROPERTY OWNER INFORMATION:
Name: Fayetteville Public Works Commission (PWC)
Address: 955 Old Wilmington Rd., Fayetteville, NC 28302
Phone No.: ( 919 )223-4740 Fax No.: ( ) Mobile No • ( )
Email:joe.glassCfaypwc.com
.� oSEAR 3-IQ
Pro ty Omier(please print) Date
�Ly r SA'6'
Pro rty Cfxvner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
or, -za F�rec,
�errni l on1� o,n dots no+ � ���ca) I.� 01�1��c.-k `FvjC

Bob Zarzecki
From: Bob Zarzecki
Sent: Friday, March 3, 2023 11:37 AM
To: '401 [e-mail]'
Cc: '[e-mail]'; 'Elks, Katharine B CIV USARMY CESAW (USA)'
Subject: PWC Phase V Area 25_GC4276-NWP58 Pre-filing Meeting Request_SAW-2020-00326,
DWR#20-0412
Attachments: PWC Phase V Area 25 Annex Approval .docx.pdf, USACE_Email Verification_23April2020
(reduced).pdf
Importance: High
Dear 401 Folks:
Please consider this email a Pre-filing Meeting Request for the attached project known as PWC
Phase V Area 25 sanitary sewer line project. The impacts were approved in 2020, but were unable to
proceed and had not yet occurred. As such, we will be requesting these same impacts (no changes)
under the NWP58 and GC4276.
I'm available if you have any questions or comments or would like to meet about this project.
Sincerely,
BOB ZARZECKI
Wetlands Department Manager/Vice-President/Principal
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road,Suite 104
Raleigh, NC 27615
Office(919)846-5900
Direct(919) 256-4517
Mobile[phone]
[e-mail]
Visit us at sandec.com
This electronic communication,including all attachments,is intended only forth e named addressee(s)and may contain confidential information.This electronic
communication may not have passed through our standard review/quality control process.Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design.Rely only on final,hardcopy materials bearing the consultant's original signature and seal.If you are not the named
addressee(s),any use,dissemination,distribution or copying of this communication is prohibited.If you have received this electronic communication in error,please notify
the sender by return e-mail and delete the original communication from your system.Thank you.
` Please consider the environment before printing this email.
1

!s
Date: Source: 2016 NC S
EC

11110 Iry
s
ON
sell
SB Phase V Area 25 Annex Feet
Scale: 1 1000' Cumberland County, NC s
Date: Source: 2016 NC EC

u' W aB No
�•a
Approximate
Impact Location •
•
•
• w8B
NC Center for Geographic Information&Analysis
Project Number: Map Title: N
13876.W1 0 500 1,000
Project Manager: Figure 2 - Soil Survey I I I I I I I I I
SB Phase V Area 25 Annex - West Feet
Scale: 1" = 500' Cumberland County, NC
•
— A
Date: Source: Cumberland County Soil& Environmental Consultants, PA
0 5/2 8/2 019 8412 Fells of N...Roed,Soil,104,R,Wigh,NC 27615-Phone:[phone]-Fax:[phone],%
Soil Survey Sheet 10 ,. °°m

w Wag Ra NoA Wa
�a �4b
• WaB
�a
w o
WaB m
• CaB
�a0
Ca
O
WaB LaB
WaB O
Tr Q3
aD J T L z
g aD
T 8 aB
G
1403 Gad
CaB
Lake Fenix
t_t-1 R i m
i
O �
�' 8a TATE w l WaB
FISH
i H TCHERi�
1102 B
� JT ap
J T yV
W a B ..-� es .
B aD NC Center for Geo,•ra•hic Information&Anal sis'
9 p Y
Project Number: Map Title: N
13876.W1 0 1,000 2,000
Project Manager: Figure 2 - Soil Survey I I I I
SB Phase V Area 25 Annex Feet
Scale: Cumberland County, NC
1" = 1000' •
Soil & Environmental Consultants, PA
Date: Source: Cumberland County
0 5/2 8/2 019 y 8412 Fells of Neusa Rued,Suila 104,Raleigh,NC 17613•Phons:[phone]•Fut:[phone]
Soil Survey Sheet 10 ,. o.

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: PWC Phase V Area 25 Annex
2. Work Type: '❑Private ❑Institutional ❑Government ❑Commercial
3. Project Description/Purpose [PCN Form 133d and 133e]:
Unkown.
4. Property Owner/Applicant [PCN Form A3 or A41: Fayetteville Public Works Commission
5. Agent/Consultant [PNC Form A5 —or ORM Consultant ID Number]:
Steven Ball, Soil & Environmental Consultants, PA
6. Related Action ID Number(s) [PCN Form 135b]: NA
7. Project Location—Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
(35.037660,-79.040389) Project is located in the vicinity of Rim Road, Cumberland County, NC
8. Project Location—Tax Parcel ID [PCN Form Bla]: N/A
9. Project Location—County [PCN Form A2b]: Cumberland
10. Project Location—Nearest Municipality or Town [PCN Form A2c]: Fayetteville
11. Project Information—Nearest Waterbody [PCN Form 132a]: Bones Creek
12. Watershed/ 8-Digit Hydrologic Unit Code [PCN Form 132c]:Cape Fear (03030004)
Authorization: Section 10 ❑ Section 404 ✓❑ Section 10 and 404 ❑
Regulatory Action Type:
❑ Standard Permit ❑Pre-Application Request
Nationwide Permit# ❑Unauthorized Activity
Regional General Permit# ❑Compliance
Jurisdictional Determination Request ❑No Permit Required
Revised 20150602

Jurisdictional Determination Request
FE11
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination(JD) from the
U.S. Army Corps of Engineers, Wilmington District(Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.LM.mil/Missions/Re ug latoiyPermitProgram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE&CHARLOTTE REGULATORY WASHINGTON REGULATORY FIELD OFFICE
FIELD OFFICES US Army Corps of Engineers
US Army Corps of Engineers 2407 West Fifth Street
151 Patton Avenue,Room 208 Washington,North Carolina 27889
Asheville,North Carolina 28801-5006 General Number:[phone]
General Number:[phone] Fax Number:[phone]
Fax Number:[phone]
WILMINGTON REGULATORY FIELD OFFICE
RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers
US Army Corps of Engineers 69 Darlington Avenue
3331 Heritage Trade Drive,Suite 105 Wilmington,North Carolina 28403
Wake Forest,North Carolina 27587 General Number:910-251-4633
General Number:[phone] Fax Number:[phone]
Fax Number:[phone]
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D—PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D -NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
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 also request a certified wetland determination from the local
office of the Natural Resources Conservation Service,prior to starting work.
Version:May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: Vicinity of Rim Road
City, State: Fayetteville, NC
County: Cumberland
Parcel Index Number(s) (PIN): N/A
B. REQUESTOR INFORMATION
Name: Steven Ball
Mailing Address: 8412 Falls of Neuse Road
Raleigh, NC 27615
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
Select one:
I am the current property owner.
✓❑ I am an Authorized Agent or Environmental Consultant'
❑ Interested Buyer or Under Contract to Purchase
❑ Other,please explain.
C. PROPERTY OWNER INFORMATION'
Name: Fayetteville Public Works Commisson
Mailing Address: 955 Old Wilmington Road
Fayetteville, Nc 28302
Telephone Number: 919 223 4740
Electronic Mail Address: NA
' Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request(copy of Deed, County GIS/Parcel/Tax Record).
Version:May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. 1,the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
*See Agent Authorization Form Attached
Print Name
Capacity: ❑ Owner ✓❑Authorized Agent'
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
1 intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
✓❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑ A Corps JD is required in order obtain my local/state authorization.
❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
✓❑ Other:
3 For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
a If there are multiple parcels owned by different parties,please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version:May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION(JD)TYPE (Select One)
❑ I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination(PJD)provides an indication that there may
be "waters of the United States"or"navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed(33 C.F.R. 331.2); however, a PJD is
"preliminary"in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination(AJD) is a determination that
jurisdictional "waters of the United States"or"navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner,permit applicant, or other"affected
party" (33 C.F.R. 331.2)who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
'❑ Size of Property or Review Area +/-2 1 acres.
✓❑ The property boundary(or review area boundary) is clearly physically marked on the site.
Version:May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude: 35.037660
Longitude: -79.040389
✓� A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than I Ix17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary,
open water, relatively permanent water,pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non-
jurisdictional upland features should be identified as Non-Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or"Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
■ Wetland and non-wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non-wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
❑ Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled"Survey Standards for Jurisdictional Determinations"to ensure that the
supplied map meets the necessary mapping standards.http://www.saw.usace.army.mil/Missions/Re ug latory-Permit-
Pro gram/Jurisdiction/
Version:May 2017 Page 5

Jurisdictional Determination Request
❑ Completed appropriate Jurisdictional Determination form
• PJDs,please complete a Preliminary Jurisdictional Determination Form'and include the
Aquatic Resource Table
• AJDs,please complete an Approved Jurisdictional Determination Form'
❑ Vicinity Map
aAerial Photograph
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan,previous delineation maps, LIDAR maps, FEMA floodplain maps)
❑ Landscape Photos (if taken)
❑ NCWAM and/or NCWAM Assessment Forms and Rating Sheets
❑ NC Division of Water Resources Stream Identification Forms
❑ Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/regulatoM/regdocs/JD/RGL 08-02_App_A_Prelim JD Form fillable.pdf
' Please see hqp://www.saw.usace.army.miIA4issions/Re ug latory-Permit-Program/Jurisdiction/
Principal Purpose:The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses:This information may be shared with the Department of Justice and other federal,state,and local
government agencies,and the public,and may be made available as part of a public notice as required by federal
law.Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination(AJD),which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure:Submission of requested information is voluntary;however,if information is not provided,the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version:May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 02/13/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Steven Ball-8412 Falls of Neuse Road, Raleigh NC 27615
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: N/A
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Cumberland City: Fayetteville
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.037660 Long.: -79.040389
Universal Transverse Mercator: NAD 83
Name of nearest waterbody: Bones Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Latitude Longitude Estimated amount Type of aquatic Geographic authority
number (decimal (decimal of aquatic resource resource (i.e.,wetland to which the aquatic
degrees) degrees) in review area vs. non-wetland resource "may be"
(acreage and linear waters) subject (i.e., Section
feet, if applicable) 404 or Section 10/404)
A 35.042009 -79.041236 1017 If / 853 If Intermittent/Perennial Stream Section 404
B 35.047734 -79.046254 585 If Intermittent Stream Section 404
W1 35.042937 -79.041535 0.008 ac Wetland Section 404
W2 35.042433 -79.041406 0.011 ac Wetland Section 404
W3 35.042089 -79.041364 0.024 ac Wetland Section 404
W4 35.041031 -79.040586 0.463 ac Wetland Section 404

W5 35.041580 -79.041218 0.228 ac Wetland Section 404
W6 35.040577 -79.040167 2.29 ac Wetland Section 404
W7 35.039170 -79.039505 0.063 ac Wetland Section 404
W8 35.035836 -79.044458 0.554 ac Wetland Section 404
Wq 35.036178 -79.047347 1 .04 ac Wetland Section 404
W1 0 35.043551 -79.049783 0.433 ac Wetland Section 404
W11 35.04071 -79.047677 0.356 ac Wetland Section 404
W12 35.035770 -79.047703 0.239 ac Wetland Section 404
Pond 1 35.035708 -79.040022 64.67 ac Pond 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 should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:
❑■ Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑■ U.S. Geological Survey map(s). Cite scale & quad name: 1"=1000' & 2016 Cliffdale Quad
❑m Natural Resources Conservation Service Soil Survey. Citation: Cumberland county soil survey sheet 10
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of Signature and date of
Regulatory staff member person requesting PJD
completing PJD (REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor 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.

•
Soil & Environmental Consultants, PA
ti412 I ills of Ncuse Road, uilc I111,Raleigh,NC 27615•Phone:(9 N)8-l6-59M• I-ac(')I'))8.16-9-R.7
�andcc.com
PWC—Fayetteville, CERTIFICATION /AGENT AUTHORIZATION
Project Name/Description: PWC Phase V Area 25 S&EC Project#
Date: May 2019
The Department of the Army
U.S.Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Emily Greer Field Office: Wilmington Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions.This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Numbers)(PIN): N/A
Site Address: multiple—PWC Phase V Area 25
City, County, State: Fayetteville, Cumberland Co.,NC
PROPERTY OWNER INFORMATION:
Name: Fayetteville Public Works Commission (PWC)
Address: 955 Old Wilmington Rd., Fayetteville, NC 28302
Phone No.: ( 919 )223-4740 Fax No.: ( ) Mobile No • ( )
Email:joe.glassCfaypwc.com
.� oSEAR 3-IQ
Pro ty Omier(please print) Date
�Ly r SA'6'
Pro rty Cfxvner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
or, -za F�rec,
�errni l on1� o,n dots no+ � ���ca) I.� 01�1��c.-k `FvjC

U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending
WETLAND DETERMINATION DATA SHEET-Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: 13876/Phase V Area 25 Annex City/County: Fayetteville/Cumberland Sampling Date: 05/31/2019
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DP1
Investigator(s): Joshua Harvey&Mason Montgomery Section,Township, Range: NA
Landform(hillside,terrace,etc.): None Local relief(concave,convex,none): None Slope(%): 0
Subregion(LRR or MLRA): LRR P, MLRA 133A Lat: 35.041663 Long: =M38x-79.041110 Datum: NAD 1983
Soil Map Unit Name: BaD NWI classification: NA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes x No (If no,explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes x No
Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes x No within a Wetland? Yes X No
Wetland Hydrology Present? Yes x No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66)
—Surface Water(Al) _Aquatic Fauna(B13) x Sparsely Vegetated Concave Surface(138)
X High Water Table(A2) —Marl Deposits(1315)(LRR U) —Drainage Patterns(1310)
X Saturation(A3) —Hydrogen Sulfide Odor(Cl) —Moss Trim Lines(1316)
_Water Marks(131) _Oxidized Rhizospheres on Living Roots(C3) _Dry-Season Water Table(C2)
—Sediment Deposits(132) _Presence of Reduced Iron(C4) —Crayfish Burrows(C8)
_Drift Deposits(133) —Recent Iron Reduction in Tilled Soils(C6) —Saturation Visible on Aerial Imagery(C9)
_Algal Mat or Crust(134) _Thin Muck Surface(C7) _Geomorphic Position(D2)
—Iron Deposits(135) —Other(Explain in Remarks) —Shallow Aquitard(D3)
_Inundation Visible on Aerial Imagery(137) X FAC-Neutral Test(D5)
x Water-Stained Leaves(69) Sphagnum Moss(D8)(LRR T, U)
Field Observations:
Surface Water Present? Yes No x Depth(inches):
Water Table Present? Yes x No Depth(inches): 9
Saturation Present? Yes x No Depth(inches): 6 Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain—Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DPI
Absolute Dominant Indicator
Tree Stratum (Plot size: 30'r ) %Cover Species? Status Dominance Test worksheet:
1. Acer rubrum 20 Yes FAC Number of Dominant Species
2. Liquidambar styraciflua 20 Yes FAC That Are OBL, FACW,or FAC: 12 (A)
3. Total Number of Dominant
4. Species Across All Strata: 12 (B)
5. Percent of Dominant Species
6. That Are OBL, FACW,or FAC: 100.0% (A/B)
7. Prevalence Index worksheet:
8. Total%Cover of: Multiply by:
40 =Total Cover OBL species 10 x 1 = 10
50%of total cover: 20 20%of total cover: 8 FACW species 40 x 2= 80
Sapling/Shrub Stratum (Plot size: 15'r ) FAC species 90 x 3= 270
1. Ilex opaca 5 Yes FAC FACU species 0 x 4= 0
2. Ligustrum sinense 5 Yes FAC UPL species 0 x 5= 0
3. Liquidambar styraciflua 5 Yes FAC Column Totals: 140 (A) 360 (B)
4. Ulmus americana 5 Yes FAC Prevalence Index =B/A= 2.57
5. Hydrophytic Vegetation Indicators:
6. _1 -Rapid Test for Hydrophytic Vegetation
7. X 2-Dominance Test is>50%
8. X 3-Prevalence Index is:53.0'
20 =Total Cover _Problematic Hydrophytic Vegetation' (Explain)
50%of total cover: 10 20%of total cover: 4
Herb Stratum (Plot size: 5'r )
1. Osmunda cinnamomea 10 Yes FACW 'Indicators of hydric soil and wetland hydrology must be
2. Viburnum nudum 30 Yes FACW present,unless disturbed or problematic.
3. Juncus effusus 10 Yes OBL Definitions of Four Vegetation Strata:
4. Microstegium vimineum 10 Yes FAC Tree-Woody plants,excluding vines,3 in. (7.6 cm)or
5. more in diameter at breast height(DBH), regardless of
6 height.
7.
Sapling/Shrub-Woody plants,excluding vines, less
8. than 3 in. DBH and greater than 3.28 ft(1 m)tall.
9.
10.
Herb-All herbaceous(non-woody)plants, regardless
11. of size,and woody plants less than 3.28 ft tall.
12.
60 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 30 20%of total cover: 12 height.
Woody Vine Stratum (Plot size: 15'r )
1. Vitis rotundifolia 10 Yes FAC
2. Smilax rotundifolia 10 Yes FAC
3.
4.
5.
Hydrophytic
20 =Total Cover Vegetation
50%of total cover: 10 20%of total cover: 4 Present? Yes X No
Remarks: (If observed,list morphological adaptations below.)
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain-Version 2.0

SOIL Sampling Point: DPI
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type' LoC2 Texture Remarks
0-6 2.5Y 3/2 80 2.5Y 6/3 20 c m Loamy/Clayey Distinct redox concentrations
6-12 2.5Y 3/1 80 2.5Y 5/6 20 c pl Loamy/Clayey Prominent redox concentrations
12-16 2.5Y 2.5/1 90 2.5Y 5/6 10 c pl Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3:
_Histosol(Al) _Thin Dark Surface(S9)(LRR S,T,U) _1 cm Muck(A9)(LRR O)
_Histic Epipedon(A2) _Barrier Islands 1 cm Muck(S12) _2 cm Muck(A10)(LRR S)
_Black Histic(A3) (MLRA 153B,153D) _Coast Prairie Redox(A16)
_Hydrogen Sulfide(A4) _Loamy Mucky Mineral(F1)(LRR O) (outside MLRA 150A)
_Stratified Layers(A5) _Loamy Gleyed Matrix(F2) _Reduced Vertic(F18)
_Organic Bodies(A6)(LRR P,T,U) _Depleted Matrix(F3) (outside MLRA 150A, 150B)
_5 cm Mucky Mineral(A7)(LRR P,T,U) X Redox Dark Surface(F6) _Piedmont Floodplain Soils(F19)(LRR P,T)
_Muck Presence(A8)(LRR U) _Depleted Dark Surface(F7) _Anomalous Bright Floodplain Soils(F20)
_1 cm Muck(A9)(LRR P,T) _Redox Depressions(F8) (MLRA 153B)
_Depleted Below Dark Surface(Al 1) _Marl(F10)(LRR U) _Red Parent Material(F21)
_Thick Dark Surface(Al2) _Depleted Ochric(F11)(MLRA 151) _Very Shallow Dark Surface(F22)
_Coast Prairie Redox(A16)(MLRA 150A)_Iron-Manganese Masses(F12)(LRR O, P,T) (outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral(S1)(LRR O,S) X Umbric Surface(F13)(LRR P,T,U) _Barrier Islands Low Chroma Matrix(TS7)
_Sandy Gleyed Matrix(S4) _Delta Ochric(F17)(MLRA 151) (MLRA 153B, 153D)
_Sandy Redox(S5) Reduced Vertic(F18)(MLRA 150A,150B) _Other(Explain in Remarks)
_Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 149A)
_Dark Surface(S7)(LRR P,S,T,U) _Anomalous Bright Floodplain Soils(F20)
_Polyvalue Below Surface(S8) (MLRA 149A, 153C,153D) 3Indicators of hydrophytic vegetation and
(LRR S,T,U) _Very Shallow Dark Surface(F22) wetland hydrology must be present,
(MLRA 138,152A in FL,154) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No
Remarks:
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain—Version 2.0

U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending
WETLAND DETERMINATION DATA SHEET-Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: 13876/Phase V Area 25 Annex City/County: Fayetteville/Cumberland Sampling Date: 05/31/2019
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DP2
Investigator(s): Joshua Harvey&Mason Montgomery Section,Township, Range: NA
Landform(hillside,terrace,etc.): None Local relief(concave,convex,none): None Slope(%): 0
Subregion(LRR or MLRA): LRR P, MLRA 133A Lat: 35.040183 Long:-79.040114 Datum: NAD 1983
Soil Map Unit Name: BaD NWI classification: NA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes x No (If no,explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes x No
Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes No x within a Wetland? Yes No x
Wetland Hydrology Present? Yes No x
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66)
_Surface Water(Al) _Aquatic Fauna(B13) _Sparsely Vegetated Concave Surface(138)
_High Water Table(A2) —Marl Deposits(1315)(LRR U) —Drainage Patterns(1310)
—Saturation(A3) —Hydrogen Sulfide Odor(Cl) —Moss Trim Lines(1316)
_Water Marks(131) _Oxidized Rhizospheres on Living Roots(C3) _Dry-Season Water Table(C2)
—Sediment Deposits(132) _Presence of Reduced Iron(C4) —Crayfish Burrows(C8)
_Drift Deposits(133) —Recent Iron Reduction in Tilled Soils(C6) —Saturation Visible on Aerial Imagery(C9)
_Algal Mat or Crust(134) _Thin Muck Surface(C7) _Geomorphic Position(D2)
—Iron Deposits(135) —Other(Explain in Remarks) —Shallow Aquitard(D3)
_Inundation Visible on Aerial Imagery(137) _FAC-Neutral Test(D5)
Water-Stained Leaves(69) Sphagnum Moss(D8)(LRR T, U)
Field Observations:
Surface Water Present? Yes No x Depth(inches):
Water Table Present? Yes No x Depth(inches):
Saturation Present? Yes No x Depth(inches): Wetland Hydrology Present? Yes No x
(includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain—Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP2
Absolute Dominant Indicator
Tree Stratum (Plot size: 30'r ) %Cover Species? Status Dominance Test worksheet:
1. Quercus alba 30 Yes FACU Number of Dominant Species
2. Quercus rubra 10 No FACU That Are OBL, FACW,or FAC: 3 (A)
3. Pinus taeda 20 Yes FAC Total Number of Dominant
4. Carya glabra 5 No FACU Species Across All Strata: 6 (B)
5. Percent of Dominant Species
6. That Are OBL, FACW,or FAC: 50.0% (A/B)
7. Prevalence Index worksheet:
8. Total%Cover of: Multiply by:
65 =Total Cover OBL species 0 x 1 = 0
50%of total cover: 33 20%of total cover: 13 FACW species 0 x 2= 0
Sapling/Shrub Stratum (Plot size: 15'r ) FAC species 45 x 3= 135
1. Nyssa sylvatica 10 Yes FAC FACU species 72 x 4= 288
2. Acer rubrum 5 No FAC UPL species 0 x 5= 0
3. Cornus florida 10 Yes FACU Column Totals: 117 (A) 423 (B)
4. Quercus rubra 5 No FACU Prevalence Index =B/A= 3.62
5. Quercus alba 10 Yes FACU Hydrophytic Vegetation Indicators:
6. _1 -Rapid Test for Hydrophytic Vegetation
7. _2-Dominance Test is>50%
8. _3-Prevalence Index is:53.0'
40 =Total Cover _Problematic Hydrophytic Vegetation' (Explain)
50%of total cover: 20 20%of total cover: 8
Herb Stratum (Plot size: 5'r )
1 'Indicators of hydric soil and wetland hydrology must be
2. present,unless disturbed or problematic.
3. Definitions of Four Vegetation Strata:
4. Tree-Woody plants,excluding vines,3 in. (7.6 cm)or
5. more in diameter at breast height(DBH), regardless of
6 height.
7.
Sapling/Shrub-Woody plants,excluding vines, less
8. than 3 in. DBH and greater than 3.28 ft(1 m)tall.
9.
10.
Herb-All herbaceous(non-woody)plants, regardless
11. of size,and woody plants less than 3.28 ft tall.
12.
=Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 20%of total cover: height.
Woody Vine Stratum (Plot size: 15'r )
1. Vitis rotundifolia 10 Yes FAC
2. Parthenocissus quinquefolia 2 No FACU
3.
4.
5.
Hydrophytic
12 =Total Cover Vegetation
50%of total cover: 6 20%of total cover: 3 Present? Yes x No
Remarks: (If observed,list morphological adaptations below.)
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain-Version 2.0

SOIL Sampling Point: DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type' LoC2 Texture Remarks
0-3 2.5Y 3/3 100 Sandy
3-10 2.5Y 5/3 100 Sandy
10-15 2.5Y 6/4 100 Sandy
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3:
_Histosol(Al) _Thin Dark Surface(S9)(LRR S,T,U) _1 cm Muck(A9)(LRR O)
_Histic Epipedon(A2) _Barrier Islands 1 cm Muck(S12) _2 cm Muck(A10)(LRR S)
_Black Histic(A3) (MLRA 153B,153D) _Coast Prairie Redox(A16)
_Hydrogen Sulfide(A4) _Loamy Mucky Mineral(F1)(LRR O) (outside MLRA 150A)
_Stratified Layers(A5) _Loamy Gleyed Matrix(F2) _Reduced Vertic(F18)
_Organic Bodies(A6)(LRR P,T,U) _Depleted Matrix(F3) (outside MLRA 150A, 150B)
_5 cm Mucky Mineral(A7)(LRR P,T,U) _Redox Dark Surface(F6) _Piedmont Floodplain Soils(F19)(LRR P,T)
_Muck Presence(A8)(LRR U) _Depleted Dark Surface(F7) _Anomalous Bright Floodplain Soils(F20)
_1 cm Muck(A9)(LRR P,T) _Redox Depressions(F8) (MLRA 153B)
_Depleted Below Dark Surface(Al 1) _Marl(F10)(LRR U) _Red Parent Material(F21)
_Thick Dark Surface(Al2) _Depleted Ochric(F11)(MLRA 151) _Very Shallow Dark Surface(F22)
_Coast Prairie Redox(A16)(MLRA 150A)_Iron-Manganese Masses(F12)(LRR O, P,T) (outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral(S1)(LRR O,S) _Umbric Surface(F13)(LRR P,T,U) _Barrier Islands Low Chroma Matrix(TS7)
_Sandy Gleyed Matrix(S4) _Delta Ochric(F17)(MLRA 151) (MLRA 153B, 153D)
_Sandy Redox(S5) Reduced Vertic(F18)(MLRA 150A,150B) _Other(Explain in Remarks)
_Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 149A)
_Dark Surface(S7)(LRR P,S,T,U) _Anomalous Bright Floodplain Soils(F20)
_Polyvalue Below Surface(S8) (MLRA 149A, 153C,153D) 3Indicators of hydrophytic vegetation and
(LRR S,T,U) _Very Shallow Dark Surface(F22) wetland hydrology must be present,
(MLRA 138,152A in FL,154) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No X
Remarks:
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain—Version 2.0

U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending
WETLAND DETERMINATION DATA SHEET-Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: 13876/Phase V Area 25 Annex City/County: Fayetteville/Cumberland Sampling Date: 07/16/2019
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DP3
Investigator(s): Joshua Harvey&Mason Montgomery Section,Township, Range: NA
Landform(hillside,terrace,etc.): None Local relief(concave,convex,none): None Slope(%): 0
Subregion(LRR or MLRA): LRR P, MLRA 133A Lat: 35.043796 Long:-79.049499 Datum: NAD 1983
Soil Map Unit Name: BaD NWI classification: NA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes x No (If no,explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes x No
Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes No x within a Wetland? Yes No x
Wetland Hydrology Present? Yes No x
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66)
_Surface Water(Al) _Aquatic Fauna(B13) _Sparsely Vegetated Concave Surface(138)
_High Water Table(A2) —Marl Deposits(1315)(LRR U) —Drainage Patterns(1310)
—Saturation(A3) —Hydrogen Sulfide Odor(Cl) —Moss Trim Lines(1316)
_Water Marks(131) _Oxidized Rhizospheres on Living Roots(C3) _Dry-Season Water Table(C2)
—Sediment Deposits(132) _Presence of Reduced Iron(C4) —Crayfish Burrows(C8)
_Drift Deposits(133) —Recent Iron Reduction in Tilled Soils(C6) —Saturation Visible on Aerial Imagery(C9)
_Algal Mat or Crust(134) _Thin Muck Surface(C7) _Geomorphic Position(D2)
—Iron Deposits(135) —Other(Explain in Remarks) —Shallow Aquitard(D3)
_Inundation Visible on Aerial Imagery(137) _FAC-Neutral Test(D5)
Water-Stained Leaves(69) Sphagnum Moss(D8)(LRR T, U)
Field Observations:
Surface Water Present? Yes No x Depth(inches):
Water Table Present? Yes No x Depth(inches):
Saturation Present? Yes No x Depth(inches): Wetland Hydrology Present? Yes No x
(includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain—Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP3
Absolute Dominant Indicator
Tree Stratum (Plot size: 30'r ) %Cover Species? Status Dominance Test worksheet:
1. Pinus taeda 10 Yes FAC Number of Dominant Species
2. That Are OBL, FACW,or FAC: 4 (A)
3. Total Number of Dominant
4. Species Across All Strata: 7 (B)
5. Percent of Dominant Species
6. That Are OBL, FACW,or FAC: 57.1% (A/B)
7. Prevalence Index worksheet:
8. Total%Cover of: Multiply by:
10 =Total Cover OBL species 0 x 1 = 0
50%of total cover: 5 20%of total cover: 2 FACW species 10 x 2= 20
Sapling/Shrub Stratum (Plot size: 15'r ) FAC species 65 x 3= 195
1. Ligustrum sinense 5 No FAC FACU species 45 x 4= 180
2. Quercus alba 10 Yes FACU UPL species 0 x 5= 0
3. Liriodendron tulipifera 10 Yes FACU Column Totals: 120 (A) 395 (B)
4. Quercus rubra 20 Yes FACU Prevalence Index =B/A= 3.29
5. Hydrophytic Vegetation Indicators:
6. _1 -Rapid Test for Hydrophytic Vegetation
7. X 2-Dominance Test is>50%
8. _3-Prevalence Index is:53.0'
45 =Total Cover _Problematic Hydrophytic Vegetation' (Explain)
50%of total cover: 23 20%of total cover: 9
Herb Stratum (Plot size: 5'r )
1. Arundinaria gigantea 10 Yes FACW 'Indicators of hydric soil and wetland hydrology must be
2. present,unless disturbed or problematic.
3. Definitions of Four Vegetation Strata:
4. Tree-Woody plants,excluding vines,3 in. (7.6 cm)or
5. more in diameter at breast height(DBH), regardless of
6 height.
7.
Sapling/Shrub-Woody plants,excluding vines, less
8. than 3 in. DBH and greater than 3.28 ft(1 m)tall.
9.
10.
Herb-All herbaceous(non-woody)plants, regardless
11. of size,and woody plants less than 3.28 ft tall.
12.
10 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 5 20%of total cover: 2 height.
Woody Vine Stratum (Plot size: 15'r )
1. Smilax rotundifolia 20 Yes FAC
2. Vitis rotundifolia 30 Yes FAC
3. Hedera helix 5 No FACU
4.
5.
Hydrophytic
55 =Total Cover Vegetation
50%of total cover: 28 20%of total cover: 11 Present? Yes X No
Remarks: (If observed,list morphological adaptations below.)
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain-Version 2.0

SOIL Sampling Point: DP3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type' LoC2 Texture Remarks
0-4 2.5Y 3/3 100 Loamy/clayey
4-12 2.5Y 5/4 100 sandy
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3:
_Histosol(Al) _Thin Dark Surface(S9)(LRR S,T,U) _1 cm Muck(A9)(LRR O)
_Histic Epipedon(A2) _Barrier Islands 1 cm Muck(S12) _2 cm Muck(A10)(LRR S)
_Black Histic(A3) (MLRA 153B,153D) _Coast Prairie Redox(A16)
_Hydrogen Sulfide(A4) _Loamy Mucky Mineral(F1)(LRR O) (outside MLRA 150A)
_Stratified Layers(A5) _Loamy Gleyed Matrix(F2) _Reduced Vertic(F18)
_Organic Bodies(A6)(LRR P,T,U) _Depleted Matrix(F3) (outside MLRA 150A, 150B)
_5 cm Mucky Mineral(A7)(LRR P,T,U) _Redox Dark Surface(F6) _Piedmont Floodplain Soils(F19)(LRR P,T)
_Muck Presence(A8)(LRR U) _Depleted Dark Surface(F7) _Anomalous Bright Floodplain Soils(F20)
_1 cm Muck(A9)(LRR P,T) _Redox Depressions(F8) (MLRA 153B)
_Depleted Below Dark Surface(Al 1) _Marl(F10)(LRR U) _Red Parent Material(F21)
_Thick Dark Surface(Al2) _Depleted Ochric(F11)(MLRA 151) _Very Shallow Dark Surface(F22)
_Coast Prairie Redox(A16)(MLRA 150A)_Iron-Manganese Masses(F12)(LRR O, P,T) (outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral(S1)(LRR O,S) _Umbric Surface(F13)(LRR P,T,U) _Barrier Islands Low Chroma Matrix(TS7)
_Sandy Gleyed Matrix(S4) _Delta Ochric(F17)(MLRA 151) (MLRA 153B, 153D)
_Sandy Redox(S5) Reduced Vertic(F18)(MLRA 150A,150B) _Other(Explain in Remarks)
_Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 149A)
_Dark Surface(S7)(LRR P,S,T,U) _Anomalous Bright Floodplain Soils(F20)
_Polyvalue Below Surface(S8) (MLRA 149A, 153C,153D) 3Indicators of hydrophytic vegetation and
(LRR S,T,U) _Very Shallow Dark Surface(F22) wetland hydrology must be present,
(MLRA 138,152A in FL,154) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No X
Remarks:
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain—Version 2.0

U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending
WETLAND DETERMINATION DATA SHEET-Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: 13876/Phase V Area 25 Annex City/County: Fayetteville/Cumberland Sampling Date: 07/16/2019
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DP4
Investigator(s): Joshua Harvey&Mason Montgomery Section,Township, Range: NA
Landform(hillside,terrace,etc.): None Local relief(concave,convex,none): None Slope(%): 0
Subregion(LRR or MLRA): LRR P, MLRA 133A Lat: 35.043888 Long:-79.049643 Datum: NAD 1983
Soil Map Unit Name: BaD NWI classification: NA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes x No (If no,explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes x No
Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes x No within a Wetland? Yes x No
Wetland Hydrology Present? Yes xx No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66)
_Surface Water(Al) _Aquatic Fauna(B13) _Sparsely Vegetated Concave Surface(138)
X High Water Table(A2) —Marl Deposits(1315)(LRR U) x Drainage Patterns(1310)
—Saturation(A3) —Hydrogen Sulfide Odor(Cl) —Moss Trim Lines(1316)
_Water Marks(131) _Oxidized Rhizospheres on Living Roots(C3) _Dry-Season Water Table(C2)
—Sediment Deposits(132) _Presence of Reduced Iron(C4) —Crayfish Burrows(C8)
_Drift Deposits(133) —Recent Iron Reduction in Tilled Soils(C6) —Saturation Visible on Aerial Imagery(C9)
_Algal Mat or Crust(134) _Thin Muck Surface(C7) _Geomorphic Position(D2)
—Iron Deposits(135) —Other(Explain in Remarks) —Shallow Aquitard(D3)
_Inundation Visible on Aerial Imagery(137) X FAC-Neutral Test(D5)
Water-Stained Leaves(69) x Sphagnum Moss(D8)(LRR T, U)
Field Observations:
Surface Water Present? Yes No x Depth(inches):
Water Table Present? Yes x No Depth(inches): 10
Saturation Present? Yes x No Depth(inches): 10 Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain—Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP4
Absolute Dominant Indicator
Tree Stratum (Plot size: 30'r ) %Cover Species? Status Dominance Test worksheet:
1. Liriodendron tulipifera 10 Yes FACU Number of Dominant Species
2. Acer rubrum 10 Yes FAC That Are OBL, FACW,or FAC: 5 (A)
3. Ilex opaca 5 Yes FAC Total Number of Dominant
4. Species Across All Strata: 6 (B)
5. Percent of Dominant Species
6. That Are OBL, FACW,or FAC: 83.3% (A/B)
7. Prevalence Index worksheet:
8. Total%Cover of: Multiply by:
25 =Total Cover OBL species 20 x 1 = 20
50%of total cover: 13 20%of total cover: 5 FACW species 20 x 2= 40
Sapling/Shrub Stratum (Plot size: 15'r ) FAC species 45 x 3= 135
1. Liriodendron tulipifera 5 No FACU FACU species 15 x 4= 60
2. Ligustrum sinense 30 Yes FAC UPL species 0 x 5= 0
3. Column Totals: 100 (A) 255 (B)
4. Prevalence Index =B/A= 2.55
5. Hydrophytic Vegetation Indicators:
6. _1 -Rapid Test for Hydrophytic Vegetation
7. X 2-Dominance Test is>50%
8. X 3-Prevalence Index is:53.0'
35 =Total Cover _Problematic Hydrophytic Vegetation' (Explain)
50%of total cover: 18 20%of total cover: 7
Herb Stratum (Plot size: 5'r )
1. Viburnum nudum 5 No FACW 'Indicators of hydric soil and wetland hydrology must be
2. Woodwardia areolata 20 Yes OBL present,unless disturbed or problematic.
3. Osmunda cinnamomea 10 Yes FACW Definitions of Four Vegetation Strata:
4. Boehmeria cylindrica 5 No FACW Tree-Woody plants,excluding vines,3 in. (7.6 cm)or
5. more in diameter at breast height(DBH), regardless of
6 height.
7.
Sapling/Shrub-Woody plants,excluding vines, less
8. than 3 in. DBH and greater than 3.28 ft(1 m)tall.
9.
10.
Herb-All herbaceous(non-woody)plants, regardless
11. of size,and woody plants less than 3.28 ft tall.
12.
40 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 20 20%of total cover: 8 height.
Woody Vine Stratum (Plot size: 15'r )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes X No
Remarks: (If observed,list morphological adaptations below.)
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain-Version 2.0

SOIL Sampling Point: DP4
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type' LoC2 Texture Remarks
0-12 10yr 2/1 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3:
_Histosol(Al) _Thin Dark Surface(S9)(LRR S,T,U) _1 cm Muck(A9)(LRR O)
_Histic Epipedon(A2) _Barrier Islands 1 cm Muck(S12) _2 cm Muck(A10)(LRR S)
_Black Histic(A3) (MLRA 153B,153D) _Coast Prairie Redox(A16)
_Hydrogen Sulfide(A4) _Loamy Mucky Mineral(F1)(LRR O) (outside MLRA 150A)
_Stratified Layers(A5) _Loamy Gleyed Matrix(F2) _Reduced Vertic(F18)
_Organic Bodies(A6)(LRR P,T,U) _Depleted Matrix(F3) (outside MLRA 150A, 150B)
_5 cm Mucky Mineral(A7)(LRR P,T,U) _Redox Dark Surface(F6) _Piedmont Floodplain Soils(F19)(LRR P,T)
_Muck Presence(A8)(LRR U) _Depleted Dark Surface(F7) _Anomalous Bright Floodplain Soils(F20)
_1 cm Muck(A9)(LRR P,T) _Redox Depressions(F8) (MLRA 153B)
_Depleted Below Dark Surface(Al 1) _Marl(F10)(LRR U) _Red Parent Material(F21)
_Thick Dark Surface(Al2) _Depleted Ochric(F11)(MLRA 151) _Very Shallow Dark Surface(F22)
_Coast Prairie Redox(A16)(MLRA 150A)_Iron-Manganese Masses(F12)(LRR O, P,T) (outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral(S1)(LRR O,S) X Umbric Surface(F13)(LRR P,T,U) _Barrier Islands Low Chroma Matrix(TS7)
_Sandy Gleyed Matrix(S4) _Delta Ochric(F17)(MLRA 151) (MLRA 153B, 153D)
_Sandy Redox(S5) Reduced Vertic(F18)(MLRA 150A,150B) _Other(Explain in Remarks)
_Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 149A)
_Dark Surface(S7)(LRR P,S,T,U) _Anomalous Bright Floodplain Soils(F20)
_Polyvalue Below Surface(S8) (MLRA 149A, 153C,153D) 3Indicators of hydrophytic vegetation and
(LRR S,T,U) _Very Shallow Dark Surface(F22) wetland hydrology must be present,
(MLRA 138,152A in FL,154) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No
Remarks:
ENG FORM 6116-2-SG,JUL 2018 Atlantic and Gulf Coastal Plain—Version 2.0

!s
Date: Source: 2016 NC
EC

� �► ems, ' 1
s�
Date: Source: 2016 NC
EC

No
�•a
till✓8 6
NC Center for Geographic Information&Analysis
Project Number: Map Title: N
13876.W1 0 500 1,000
Project Manager: Figure 2 - Soil Survey I I I I I I I I I
SB Phase V Area 25 Annex - West Feet
Scale: 1" = 500' Cumberland County, NC
•
Date: Source: Cumberland County Soil& Environmental Consultants, PA
0 5/2 8/2 019 8412 Fells of N...Roed,Soil,104,R,Wigh,NC 27615-Phone:[phone]-Fax:[phone]
Soil Survey Sheet 10 ,. °°m

w Wag Ra NoA Wa
�a �4b
• WaB
�a
w o
WaB m
• CaB
�a0
C a
O
WaB LaB
WaB Pond 1 (Lake Rim)
� Ga
aD J T L
g aD
T 8 aB
G
1403 Gad
CaB
�- Lake Fenix
t_t-1 R i m
i
O �
�' 8a TATE y WaB
FISH
i H TCHERi�
1102 B
� JT ap
J T yV
W a B ..-� es .
B aD NC Center for Geo,•ra p hic Information&Anal sis'
9 Y
Project Number: Map Title: N
13876.W1 0 1,000 2,000
Project Manager: Figure 2 - Soil Survey I I I I I I I I I
SB Phase V Area 25 Annex Feet
Scale: 1 1000' Cumberland County, NC
" = •
Soil & Environmental Consultants, PA
Date: Source: Cumberland County
0 5/2 8/2 019 y 8412 Fells of Neusa Rued,Suila 104,Raleigh,NC 17613•Phons:[phone]•Fut:[phone]
Soil Survey Sheet 10 ,. o.

1
I � ► i i 1 I
Jr '� ✓� `• I I I
1 / • •• •-• - -• • •• • / i•
I. 1 I .r /_ 1 •• �
oil
% /y
1 11 •
1 I I` I `\\ , \ \ ► 1 i t
area. Soils not beleived to be hydric.
TJ
///v. o
ft
1 / / / /�/ 'j •' j I I ' r.l
/ / I /I,nl // I 1 \ I
If
14
\\" .,' % / I' 1 \fit. :\\` ^ �\��`\ ��♦ I 1 -:t
IF
If
If
If
If
or
60
If
1 � l / j sj / /: 1�•�y � �4� / / i i i
1 1 / / // / / / / 1 / / / / / /' / / //' • '
/ _ ll• ♦
\ ♦ r . > / / / ; / / / / l 1 1 �' l 1 I 1 I I 1 I I r 1 _ ti \.
♦�\\ \\ \, i i j i,i/// ii i i % I . 1 I 1 / 1 1 1 / I / I l • - •-
\,\♦\�
\ \ \ /,JJ / j
If J
Legend
Evaluation Limits
Potentially Jurisdictional Intermittent Stream
f Potentially Jurisdictional Marginal Stream
Potentially Jurisdictional Wetland
\\ \ •1 / � , / / � 1 I I I I I
I
2' Cumberland County Contours
Wetland Sketch Map 1 150 300 611 Feet
Phase V Area 25 Annex -West N
Project No.
13876.Wl 1 150' Aerials from NC One Map Soil & Environmental Consultants, PA
SB . EC
Prepared .

\ \ 1 \ I r t -
_
\ � Ira
IN
.\.`\.\;\\\ -�� \ � ' T �f��♦vim, �I�'���I� � �,� /
\\\
le
\ f
MMI
l�I j I\ \ • / /// / / ji!., lr'/J t j 3",� s.� � j % % % / \N \\•
\ V // /
t / 71.
If
If
j//
:/ I 1 / I 1 \ ♦\\\ \\ \\\\ ��' i %% % % I \ j I I Ilk 1ItJi
1 1 l 1 \\ — ---------/ it
If
If
I I
:, ///!/ //�/ \ \\ ♦ \\\�_ �^—�\ \ / / / �/// \\�\�_\\ \\111 III
kill
1111111(ff f �__\\\ __ \\\\\♦ \\ !/� \\ \ ♦�/ // //!/ \\\\11 1111 1 II•
1 IIII III\�;_=\\.// \\\`��. \♦\ ♦ \\ �� / /// t 1 1 11 1111\ \
• /-��\ \ \Ili EIII
/ 1 1 l
I\v_1vv`�A\\VAS AAAVA _ • •• •. �•
WX
WetlandSketch Map 1 11 •11 11 Feet
Phase V Area 25 Annex - East i
Cumberland County,
Project No. Scale:
13876.Wl 1 300' Aerials from NC One Map Soil & Environmental Consultants, PA
SB , : . , . EC
Prepared .

Bob Zarzecki
From: Greer, Emily C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, April 23, 2020 1:41 PM
To: Bob Zarzecki; '[e-mail]'
Cc: Joe Glass
Subject: RE: SAW-2020-00326-Fayetteville PWC Phase 25 Annex Area NWP 12
Bob-The project may proceed. Please let me know if you have any further questions.
Emily
From: Bob Zarzecki<[e-mail]>
Sent: Monday,April 20, 2020 4:34 PM
To: Greer, Emily C CIV USARMY CESAW(USA) <[e-mail]>; '[e-mail]'
<[e-mail]>
Cc:Joe Glass<[e-mail]>
Subject: [Non-DoD Source] RE: SAW-2020-00326-Fayetteville PWC Phase 25 Annex Area NWP 12
Sounds good. Thanks for the quick response Emily. We look forward to hearing back from you.
Bob Zarzecki
Wetlands Department Manager
Soil & Environmental Consultants, PA
From: Greer, Emily C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday,April 20, 2020 4:26 PM
To: Bob Zarzecki<[e-mail]>; '[e-mail]' <[e-mail]>
Cc:Joe Glass<[e-mail]>
Subject: RE: SAW-2020-00326-Fayetteville PWC Phase 25 Annex Area NWP 12
Bob-
We think this particular project warrants further guidance from HQ because it is a non-notifying that came in prior to
April 15t". We are scheduled to discuss this with HQ tomorrow, so I hope to have a definitive answer for you by COB
Wed.
Thank you-
Emily Greer, Regulatory Specialist
Wilmington District-Wilmington Regulatory Field Office
69 Darlington Avenue, Wilmington, NC 28403
910.251.4567 (o)
From: Bob Zarzecki<[e-mail]>
Sent: Monday,April 20, 2020 1:53 PM
To: Greer, Emily C CIV USARMY CESAW(USA) <[e-mail]>; '[e-mail]'
1

<[e-mail]>
Cc:Joe Glass<[e-mail]>
Subject: [Non-DoD Source] RE: SAW-2020-00326-Fayetteville PWC Phase 25 Annex Area NWP 12
Importance: High
Emily:
understand that ... "The district has been directed to cease processing of NWP 12 applications at the moment. We
are waiting on direction from HQ to notify any applicants with NWP 12 applications that have been submitted. I suspect
we will release a Public Notice as well. But I am not sure at the moment."This was in response to my inquiry
regarding the recent Montana court decision (link below).
BlockedBlockedhttps://www.environmentaIlawandpolicV.com/2020/04/montana-
district-court-vacates-and-remands-clean-water-act-nationwide-permit-12/
Can you please confirm that PWC is fine to proceed with this project under NWP12 per your April 15th
email determination and attached DWR approval?
Thanks!
Bob Zarzecki
Wetlands Department Manager
Soil & Environmental Consultants, PA
From: Greer, Emily C CIV USARMY CESAW(USA) <[e-mail]>
Sent:Wednesday,April 15, 2020 10:46 PM
To: Bob Zarzecki<[e-mail]>; '[e-mail]' <[e-mail]>
Cc:Joe Glass<[e-mail]>
Subject: RE: SAW-2020-00326-Fayetteville PWC Phase 25 Annex Area NWP 12
The Corps has reviewed your submittal dated 25 March 2020,for the above referenced project. In accordance with the
terms and conditions of NWP 12, we have determined that the project qualifies as a non-reporting action; therefore,
prior written authorization is not required. Please adhere to the attached NWP 12 permit requirements and the
attached approved project drawings.
Please feel free to contact me with any questions.
Emily Greer, Regulatory Specialist
Wilmington District-Wilmington Regulatory Field Office
69 Darlington Avenue, Wilmington, NC 28403
910.251.4567 (o)
From: Bob Zarzecki<[e-mail]>
Sent: Monday,April 6, 2020 10:29 AM
To: Greer, Emily C CIV USARMY CESAW(USA) <[e-mail]>; '[e-mail]'
<[e-mail]>
Subject: [Non-DoD Source] RE: SAW-2020-00326-Fayetteville PWC Phase 25 Annex Area NWP 12 - Project Description
2

Emily & Chad:
It appears that the attached "project description" did not make it into the online PCN. Please add this
document to the application and your review.
Thanks!
Bob Zarzecki
Wetlands Department Manager
Soil & Environmental Consultants, PA
From: Greer, Emily C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday,April 6, 2020 8:36 AM
To: Bob Zarzecki<[e-mail]>
Subject: SAW-2020-00326-Fayetteville PWC Phase 25 Annex Area NWP 12
Bob-
We received your submittal for the above referenced project. In order to complete the permit review, please
provide a project description. The following was provided in the appropriate section of the application: 'Please
see attached "PWC Phase V Area 25 - Project Description".The overall project consists of the construction of sanitary
sewer connections within existing residential neighborhoods. Heavy equipment typically used for the sanitary sewer
installation will be used (e.g. excavators, bulldozers, etc.).' However,the referenced attachment was not provided.
Please be aware that SAW took great strides in creating the PCN so that it conveys concise project information in enough
detail that the regulator can conduct an expeditious review;therefore, we appreciate your future cooperation in
providing a brief project description on the PCN form with the option to reference another document containing more
detailed information.
A permit decision will be issued upon receipt of this information. Please feel free to contact me with any questions.
Thank you-
Emily Greer, Regulatory Specialist
Wilmington District-Wilmington Regulatory Field Office
69 Darlington Avenue, Wilmington, NC 28403
910.251.4567 (o)
3

O�FEDPLE ROPD
/11
o I a
GD
U
Z ,
SITE
i
IMP�i "All
1 i
J
OLD RAEFORD ROAD
TO RAEFORD
r-_Y441 W RpEEORD RO D
�! .._.. 1
,%''% VICINITY MAP - N.T.S.
buftwi-
•1 � „ � ;=1 �- i i i j i i i i j I j i i i:l
y' �'%' .��• i-�" �- j i i i i i i i i i i j n I I �•�/.,�\—
;;f -
�`,''. ,� i>� :� 1s\ '\• �\�',,�kt"1�,._-� /J ! -----I j ! � � I i i i i i i i i i r-----+ \! \t �---J I
lk
E-L-
\'''' `�` . :r' �, ` � iv^"II i �____rr- I r---t----r----+--i—+--•�---�--•+---t---�----fi--i--{` i ` i I !
�' �'�\ ! •�" - _._ ---.J � i �T--ram-�--r� j----' -\i
(y i .\\ i ii,t�•- .. I �1 j i i i I i I i i j '-'._ia--- ----
1 ! I !t1yh----- .. F---_._�_ � i � 1 I I I I I i j "-""__-I I _i•
i
,
I �lilt
- -- -
DIRECTIONAL DRILL 12" WATERMAIN NO IMPACT
TOTAL TEMP. WETLANDS IMPACT = 0.000 AC
TOTAL TEMP. STREAM IMPACT = 0 LIN. Fr.
r i ! GGIECIRCLE TOTAL TEMP. STREAM IMPACT AREA = 0.000 AC
+ ' TOTAL AREA PERM. MAINTENANCE CORRIDOR = 0.000AC.
ri
1 •r
i SHEET 1 OF 2
"This certifies that this copy of this plat identifies as waters of OVERALL SITE the U.S.or wetlands all areas of waters of the U.S.,including e�e�etee
14
as determined regulated
n the undersigned l this date.tUnless there is aA e�
404 ofClean WaerWETLAND IMPACTS %`
change in the law or our published regulations,this determination FOR .`��,••°QFCS$/Q'a�ff °�
of Section 404 jurisdiction may be relied upon for a period not to FAYETTEVILLE PUBLIC WORKS COMMISSION
'
exceed five ears from this date.This determination was made
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual." ANNEX AREA 25 UTILITY INSTALLATIONS EAL
71st TWP. CUMBERLAND CO.,N.C.
SCALE: 1"=500' OCTOBER 2019 °�1
-soo -zso o soo ,000 ,sao
N.C.PR I SURVEYOR NO.L-3253

LEGEND EX. 36" PIPEI
PROPERTY LINES LJ
STREAM / 0 C1 I I
WETLANDS !
0
• I I
EX. RIP-I AP
PERMANENT MAINTENANCE CORRIDOR-WETLAND IMPACTS j
TEMP.STREAM IMPACT OUTSIDE I I W
OF PERMANENT MAINTENANCE CORRIDOR I I I W
TEMP.STREAM IMPACT INSIDE I I I
PERMANENT MAINTENANCE CORRIDOR PERM., NO PERM. LOSS IMPACT
TEMP.WETLANDS IMPACT OUTSIDE (PERMANENT MAINTENANCE j I I O
_...-..
PERMANENT MAINTENANCE CORRIDOR AREA) (0.007 AC.) a
.I j I I0 I
NOTES: I I
TEMPORARY IMPACT- OUTSIDE PERM. MAINT. CORRIDOR -
SOILS&STREAM RESTORED TO PRECONSTRUCTION CONTOURS -_- --- — --- I
AND VEGETATION ALLOWED TO REGENERATE. /
�— - - C_/L PROPOSED SEWER
TEMPORARY IMPACT-INSIDE PERM. MAINT. CORRIDOR S87°2 Y32"E —�
o SOILS&STREAM TO BE RESTORED TO PRE-CONSTRUCTION N= 472,274.6
a - 8.9 E=1,985,873.8 I
Z CONTOURS.CORRIDOR TO BE MECHANICALLY CLEARED
PERIODICALLY BY UTILITY OWNER. j ► - - —
� - I
U ' IZ I W
I
I
5Z ! I I
W
I I ;
�-
I
/ I
I I _ n_
INSET 1 20
EX. RIP-RAPJj.._
--
i
i / •; /:/ III
= TOTAL IMPACTED WETLANDS = 0.000 AC.
i
TOTAL STREAM IMPACT = 30 L.F.
TOTAL STREAM AREA IMPACT = 0.007 AC.
l
TOTAL AREA PERM. MAINTENANCE CORRIDOR= 0.007 AC.
SHEET 2 OF 2
"This certifies that this copy of this plat identifies as waters of
the U.S.or wetlands all areas of waters of the U.S.,including
wetlands,regulated pursuant to Section 404 of the Clean Water Act IMPACT AREA "All y��`� CA&
as determined by the undersigned on this date.Unless there is a
FOR
change in the law or our published regulations,this determination ��. •�FLSS/p%%
of Section 404 jurisdiction may be relied upon for a period not to FAYETfEVILLE PUBLIC WORKS COMMISSION <--
exceed five years from this date.This determination was made L
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual." ANNEX AREA 25 UTILITY INSTALLATIONS -
Name:
71stTWP. CUMBERLAND CO.,N.C. •- ��.
Title: SCALE: 1"=50' OCTOBER 2019 w /rye SURv
Date: -50 -25 0 50 100 150 'mod "� ...
B.
N.C.PROFE 0I*' UliVEYOR NO.L-3253

FDbaOghn,PE,PLSdeihel,PE,PLS
SEP-1.
-0T 2`r0
A4-21
WJ
may% 60 SAN.MH STA 14+45
gam W/CAMLOCK RING&COVER $$
:v RIM 225.10
s s INV 8"IN 214.72
INV 8"INV OUT 214.67 �Pp N Z
7 60 SAN.MH STA 15+14 _ w
IMMEDIATELY UPON COMPLETION,STREAMBEO SHALL BE RESTORED W/CAMLOCK RING&COVER �..
NATURALRIM 226.17 X (�
THAN 12INCHE STR TO THE BOTTOM DEPTH OF TH IMPACTED
LESS / O
THAN IF SHALLOWER
OR TO THE BOTTOM DEPTH OF THE IMPACTED INV 4"IN 218.80 W/INT DROP STIRAND
a U O
AREA ENTSTREAMBA K 1AND DO NSTREALL TIE IN TO THE ( �z�{m INV8"IN 215.12 w O
ADJACENT MSTAMB4NK UP AND DOWN SH STREAM, \ _ INV 8"INV OUT 215.07 +(SEE STREAM STABILIZATION DETAIL SHEET D-2) O Q � �
�DOooYGi
SAN.MH STA 17+95 SAN.MH STA 2+59 m (n
W/CAMLOCK RING&COVER W/CAMLOCK RING&COVER U
QL/ ✓.k� _" �4 m�g RIM 227.21 RIM Q I Y
IBM 227.60 RR SPIKE IN 16"OAK 3 'F- �,. 0'3 4` Z INV 8"IN 216.57 \ INV 8"IN 219.38 s_
NW OF MH 10+78 INV INV OUT 216.52 - +-"
k� / •p�+ + �� a\ \ s •9� 7 s \� INV 8"INV OUT 219.33 _ Ln w
> � J
Ic
_/ / � � �• '$� � o$ +�\ 1 �„ilk• ��•f �� � � -
5N,P' S' o
iPy� � + .�`•,. � SEA�2� �,
60 SAN.MH STA 11+63 4 m
p y \ =0+00(PROF H-2)W/CAMLOCK RING&COVER
p \ RIM 222.51
\ lJ INV 8"IN 216.26 W/INT DROP STIR(SOUTH) SAN.MH STA 18+71 -
�� INV 8"IN 213.26 W/INT DROP STIR(NORTH) =0+00(PROF H5) �� '^ �.. !•� O'
INV 8"INV OUT 208.50 =0+00(PROF H-6) �
W/CAMLOCK RING&COVER/ r�� F • 50' 0' 50' 100'
RIM 226.69 z�
QTBM 226.95 RR SPIKE IN OAK TREE INV 8"IN 218.03(H5)
REAR 1560 RIM RD INV 8"IN 217.00(H-6) m
PROFILE K INV 8"INV OUT 216.95 k / FOR NOTES AND LEGEND SEE SHEET UTIL-3
P e
TB 230.15 RR SP
IN
KE
1 pl,� \A 9 AT SW CORNER OFI M 1511 R RD. POLE
STA 11+00 TO END pRpF�� pp-2
5EE 5N
I 11,
P
235 235 ��� �•
wmff-- dEll
H�
230 230 .
I
225 STREAM aLieE va EkE - - _ _ 225_ >
STABILIZATION i Q
00 CD
t. O Z r- CD
220 ZZO o > X o
21 5 2B•-B'DIPSS@o. r L 21 5 L�
SAN.M IL STA RING
W/CAMLOCK RING 8 COVER-SAN.MH.STA 18*71
282'-6"Lit P SS@0.50% SAN.MH.STA 15+14 - f RIM 227.21 _=0+00(PROF H-5)
SAN.MH.STA 14+95 W/CAMLOCK RING 8 COVER INV 8"IN 216.57 -=0+00(PROF HE)
_W/CAMLOCK Ill COVER. RIM 226.17 INV BOUT 216.52 -W/CAMLOCK RING&COVER
- - - RIM 225.10
--- ___ : INV 4"IN 218.80 W/INT DROP STIR _ _-___ -RIM 226.69
INV B'IN 214.72 IN 8•IN215.12218.03(H-5)
210 NVS'OUT 214.67 NV 8-OUT 215.07 NVW 217.00(H�6) 10
DI
5.0 SAN.MH.STA 11+63 -
=0+00(PROF H-2)
205 W/CAMLOCKR NG&COVER 205
RIM 222.51
INV 8'IN 216.26 W/INT DROP STIR(SOUTH) -
INV 8-IN 213.26 W/INT DROP STIR(NORTH)
INV BOUT 208.50
200
I a
i�
195 195
8
190 1 1 1 1 1 1 1 =4 190 ��
0 o g o g g g g o Seale V-50'HOR
0 9 o 6 9 9 o 1'=VVER
+ ♦ + + + + + + Book no.
N + O N m r a7
PP-26
PROFILE K STA 11+00 to END

Na YE
RDdW
E.' 6+
NO x p�rUU6c➢y
ypC% N 'artiZ�ay r6 O ter= �s / Q \ ��`h ``\•�\ N�p'I ➢11 � \ � /' ��N.-__
I
�o>yv m n �a a
r �� y YrN�OU ut V1 u1a a yOr m7�Z '� \ q p> 3 0 n
O O yulaON yO m mp r �O Z fP?d 2rN G, U U �i
r U� �$.�oU j' tc
ao ° -�r
•�,'/ QQ/ '� '�oY \ ohm �a°Zotioo 5�if,N o; m NN ��a
U6 O>,,J7 19UNu�� r ZN =N fI/ ~/ U d s.;s \ �U l pU�aO m� " I S
2 �b��1Laa / Fay' '20y�0 'gy m o�m��>NOZ loO 1 > I I '$� $� 'e t� v_
�O>y�y`7UQS yy 2 e "sp��OrZ p�yrJ N /' \ TBM 196.08 BOLT NEAREST"F"IN• /� w
l a N O y Z `jY N'�i`y O•>Z°U�'� "N U�a p ao ty Z/ / "FIREMAIN"ON FIRE HYDRANT
pp6�N�N �a��r /�o ��a % I p_ +' U O
p
�u') O
Sa a�� Ca 04
N C co �
_ c�
NAO
oto 83 = to cyl %— y __ _
yd
O � / 5 a
O _ _ — - (0
RIM RD a.
u (SR 1402) ,_ - -
LL
z_ 0'
50' 0' 50' 100'
W
12" WATER MAIN EXTENSION RIM RD FOR NOIES AND LEGEND SEE SHEET UTIL-3
m
STA 55+00 TO E N D
180 180
175 6o+67Ermoku.L 175 200 200
EX IENTIRLINE"01-
.-- - - 60f54 22.51 MI VERTICAL BEND. -
-� : CONTRACTOR SHALL VERIFY BEND : : : - 65+17 CLOSE EXISTING VALVE,
REQUIRED AND MIN 3.5'COVER AT TIE -- -: REMOVE PLUG AND DELIVER TO "- -
-- - IN TO OPEN CUT 12"WATER - - - - FPWC AND EXTEND 12"WATERMAIN
7 1! 170 195 1 195
II;
-..
165 n+i76ECInDa11L ? ; 165 190 - r.�L.E LE / - 190 � d'
3 MI
160 - - :STA 55+32 PROPOSED 12" --. .. .� : - - �/ .i, 160 '- - 3.5'MIN. ._ - .- 185
SA
NITARY SEWER MAIN
INV APPROX.162.77 _ _I- _ /
i- _ VC WATER(PWC) LC)
_ I gyp^C-900 P
155 155 180 >
180
I Doo
�.
S IA 60+92 EXISTING 24" _
O Z ^ I O
SANITARY SEWER MAIN p
INV APPROX.157.98 - -p N L Li
150 150 175 / - 175 2 '> o o
- -, z
57+39 22.5°RJDI VERTICAL BEN - -
C
Ln j� O
CONTRACTOR SHALL VERIFY BEND _ - - -
REQUIRED AND MIN 3.5'COVER AT TIE L` L`
145 ON TO OPEN CUTI2"WATER 145 1 170 170
-
IIIFt_ I I .
2" I IP /POL E PICASEM13 INS' LED
BY DIIRECTIONAL DRILL HORIZ LENGTH DRILL 340'PIPE
140 AYING LENGTH IW RADIUS 412.59 ALLOWABLE BELL 140 165 165
-DEFLECTION USED 2.5.MINIMUM 3.5'COVER 21.89'OF BORE 61+16 R1D1 11.25°HORIZ.BEND. --
HORIZONTAL RUN AT DEPTH ALL DI JOINTS BETWEEN STA - _ - RESTRAIN ALL JOINTS WITHIN 10'OF BEND -
7+15 AND STA 61+16 SHALL BE FACTORY RESTRAINED 12" -- - -' - -
�RJDIP CONTRACTOR SHALL SUBMIT ACTUAL BORE PLAN AND- - -i Al
PROFILE BASED UPON CONTRACTORS MEANS AND METHODS135 _ - - 135 16O - 16O
PRIOR TO B ON GINNING DRI L OPERATIS.
130 STA 58+72 NIAI�94 130
BEGIN HORIZ.RUNT�]
END HORIZ.RUN
125 125
Hal
120
120
0 o Se 1"=50'HOR
g g S o 8 0 0 °el 1-5'VER
o $ o Book I.
,7S �f N b 3b ,� SM1eel
PP-37
RIM RD WATER STA 55+00 TO END

Fnx 5TA77'o
ROY COOPER
Governor
MICHAEL S.REGANf
Secretary
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
April 17, 2020
DWR # 20-0412
Cumberland County
Fayetteville Public Works Commission
Attn: Joe E. Glass
955 Old Wilmington Road
Fayetteville, NC 28301
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL
CONDITIONS
PWC Phase V Area 25 Annex
Dear Mr. Glass:
You have our approval for the impacts listed below for the purpose described in your
application dated March 25, 2020, received by the Division of Water Resources (Division) March
25, 2020, additional information provided on April 6, 2020 and payment received on March 26,
2020. These impacts are covered by the attached Water Quality General Certification
Number(s) 4133 and the conditions listed below. This certification is associated with the use of
Nationwide Permit Number(s) 12 once it is issued to you by the U.S. Army Corps of Engineers.
Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control,
Non-Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or
general permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02H .0506(b)].
D E 1--1 North Carolina Department of Environmental Quality I Division of Water Resources
Fayetteville Regional Office 1 225 Green Street,Suite 714 1 Fayetteville,North Carolina 28301
NOHr..catxp.w�
D.E.D of EnMromre Wl mm+fr 910.433.3300

Type of Impact Amount Approved Amount Approved
(units) (units)
Permanent Temporary
Intermittent Stream (linear feet) 30 (linear feet)
2. This approval is for the purpose and design described in your application and the
additional information provided. The plans and specifications for this project are
incorporated by reference as part of the Certification. If you change your project, you
must notify the Division and you may be required to submit a new application package
with the appropriate fee. If the property is sold, the new owner must be given a copy of
this approval letter and General Certification(s)/Permit/Authorization and is responsible
for complying with all conditions. [15A NCAC 02H .0507(d)(2)].
3. The permittee shall report to the Fayetteville Regional Office any noncompliance with
this certification, any violation of stream or wetland standards [15A NCAC 02B .0200]
including but not limited to sediment impacts, and any violation of state regulated
riparian buffer rules [15A NCAC 02B .0200]. Information shall be provided orally within
24 hours (or the next business day if a weekend or holiday) from the time the applicant
became aware of the circumstances. A written submission shall also be provided within
5 business days of the time the applicant becomes aware of the circumstances. The
written submission shall contain a description of the noncompliance, and its causes; the
period of noncompliance, including exact dates and times, if the noncompliance has not
been corrected, the anticipated time compliance is expected to continue; and steps
taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance. The Division may waive the written submission requirement on a case-
by-case basis.
4. All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the
construction area on the project site shall be clearly marked (example- orange fabric
fencing) prior to any land disturbing activities and must be maintained on the property
until the project phase is completed. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A
NCAC 02H .0507 (c)].
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty (60) calendar days.

A petition form may be obtained from the OAH at http://www.ncoah.com/or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:OOam and S:OOpm, excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act.
Please contact Chad Turlington at 910-433-3320 or [e-mail] if you have any
questions or concerns.
Sincerely,
)Do-c-uS,.�, vuiggnedd by,Q
"tA� tt,
5189C2D3DD5C42B...
Trent Allen
Regional Superviso
Division of Water Resources
Water Quality Regional Operations Section
Enclosures: GC4133

Cc: Bob Zarzecki —Soil & Environmental Consultants, PA -via email
Emily Greer- USACE Wilmington Regulatory Field Office -via email
FRO File

Construction Area 25
Oak Meadows, Lake Rim Estates, Sunset Park Subdivisions and individual parcels within the annexation area will require
approximately 20,000 linear feet of sanitary sewer and 273 sewer laterals. Aqua America provides water to the area. Approximately
4,100 if of water main and 5 lots are to be served with water. Lumbee River Electric provides electric to the area and FPWC serves
the Lake Rim Estates. A significant portion of Area 25 is comprised of individual lots not located within an established subdivision.
Approximately 30 lots do not appear to have the necessary twenty foot access to a public right of way and therefore may not be
eligible for sanitary sewer service. Each parcel will be reviewed with FPWC during the initial design phase for sewer eligibility.
Lake Rim Estates is located at the confluence of Lake Rim and Bones Creek. The existing roads are asphalt pavement with asphalt
wedge curb with the exception of Gooden Drive which is strip pavement with roadside ditches and culverts. Mountain Home Drive
and portions of Inglewood Lane and in many intersections, the pavement condition is poor. Construction activities in these areas
may result in larger quantities of asphalt patching outside the trench limits and increased cost. The storm drainage collection
system is minimal and could be supplemented. Many of the houses are built on crawl spaces, particularly along Kennesaw Road
which may allow"reverse plumbing"to provide sewer to the houses and not require pumping.
Our initial investigation of providing sewer to Lake Rim Estates indicates approximately half of the subdivision would sewer to the
east toward Bones Creek tributary and the remaining area would sewer to the west toward Rim Road. There is an existing sewer
outfall traversing on the western side of Rim Road and along the western portion of Rim Road Estates allowing a gravity sewer
extension northerly along Rim Road to serve the western portion of Lake Rim Estates Subdivision located to the east of Rim Road.
There are approximately thirty one lots fronting Rim Road which will require the sewer main to be located within easements.
Our preliminary investigation of providing sewer to the eastern portion of Lake Rim Estates toward Bones Creek may require a
lengthy sewer outfall probably connecting to the existing outfall along Rim Road. Currently, Bones Creek Outfall is located along
the eastern Lake Rim shore line and not readily accessible from Lake Rim Estates. Many of the land locked lots are located along
the potential outfall route requiring easement acquisition.
Oak Meadow Subdivision is located to the west and along Rim Road. Oak Meadow Circle is strip pavement with roadside ditches
and driveway culverts. The pavement was recently overlaid and is in satisfactory condition. Tine Drive which is located adjacent to
Oak Meadow Subdivision also is strip pavement in satisfactory condition with roadside ditches and driveway culverts. Tine Drive
appears to be a City maintained street which should be confirmed during the preliminary design.
Preliminary investigations indicate that Oak Meadow Subdivision and the Tine Drive area could be served by extending the sewer
outfall bordering the western portion of Tine Drive along a low to the north thru Oak Meadow Subdivision continuing to Rim Road.
The majority of the Tine Drive area is undeveloped which may allow for easier easement acquisition.
Sunset Park Subdivision is located to the east and along Rim Road. The majority of Sunset Park Subdivision is currently served with
sanitary sewer with the exception of approximately 12 lots fronting Rim Road. The majority of the homes are manufactured houses.
Sewer extension from Oak Meadow Subdivision requires a gravity sewer main and laterals to be bored under Rim Road which will
require a NCDOT Encroachment Permit. A sewer main or lateral may be located in the front yards along Rim Road requiring
easements. Approximately thirty-five easements may be required.
Construction Area 25 NCDOT—Moorman, Kizer & Reitzel, Inc. contacted the local and state NCDOT offices and determined
NCDOT is planning to widen Rim Road to multi-lane roadway with sidewalk, however funding is not expected until 2028. Many
of the lots located in Areas 25 may require the sewer routings in the front yards along these major roadways. The location of the
sewer mains should be coordinated with NCDOT to minimize future costly relocation due to right-of-way conflicts. Additionally,
boring under NCDOT roadways is anticipated for sewer mains and lateral installation. Preparing and submitting NCDOT
Encroachment permits is a routine service provided by Moorman,Kizer&Reitzel,Inc. .
Construction Areas 25 Permitting — Moorman, Kizer & Reitzel, Inc. anticipates the majority of the water and sewer main
construction will be located in existing streets or proposed easements. Alternate routing to reduce easement acquisition and wetland
impacts will be evaluated with FPWC. Wetland impacts are anticipated where connecting to existing outfalls and crossing low lying
areas. Likewise, connecting to sewer outfalls may require the sewer main to be located between houses in easements or aerial
crossings of low areas. David E.Vaughn,PE,PLS will be responsible for providing permitting for the Soil&Erosion Control,water
and sewer extensions,as well as a lift station and force main if required.
Moorman,Kizer&Reitzel,Inc. Page 1 of I Phase VAnnexation Construction Areas 25

C�FFDPCE ROPD
/
N
Q J
Z ` 7
d
SITE
0 =
i O
IMP , 1: A
ll
µi
i / i 1
; j - l OLD RAEFORD ROAD
�--TO RAEFORD
•. .--}_ j ' ���pKE RpEFpRD WO ND
�jJ
VICINITY MAP - N.T.S.
�• l I I I I I I I I
T r :
V --A
\, ; \� I 1. ,�'- •• .. - i-� j' ! i i i i i i i �---_:' _
_ � r
r-
t i
----
DIRECTIONAL DRILL 12" WATERMAIN NO IMPACT
TOTAL TEMP. WETLANDS IMPACT = 0.000 AC
_=`""- TOTAL TEMP. STREAM IMPACT = 0 LIN. FT.
! GGIECIRCLE TOTAL TEMP. STREAM IMPACT AREA = 0.000 AC
+ f TOTAL AREA PERM. MAINTENANCE CORRIDOR = 0.000AC.
I i
i SHEET 1 OF 2
"This certifies that this copy of this plat identifies as waters of OVERALL SITE the U.S.or wetlands all areas of waters of the U.S., including esse�nsess�
Clean Waer
as determined regulated
he undersigned nl on this date.404 oftUnless there he is aA WETLAND IMPACTS �
�!Q. .,•, Q�°�
v �
e
change in the law or our published regulations,this determination FORQ,••°`°° �°�
of Section 404 jurisdiction may be relied upon for a period not to �,�QQ.QF^ Q•'•••
exceed five years from this date.This determination was made FAYETTEVILLE PUBLIC WORKS COMMISSION =
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual." ANNEX AREA 25 UTILITY INSTALLATIONS EAL -
��a
71st TWP. CUMBERLAND CO.,N.C.
SCALE: 1"=500' OCTOBER 2019 °�1
-soo -zso o soo ,000 ,soo
N.C.PRdPL1S4l $1JM1EYOR NO.L-3253

LEGEND EX. 36" PIPEI �
PROPERTY LINES LJ
I
STREAM / o CI I
. . . . . . . . . . . . . . . . WETLANDS I
EX. RIP-14AP '-
PERMANENT MAINTENANCE CORRIDOR-WETLAND IMPACTS j
TEMP.STREAM IMPACT OUTSIDE I W
OF PERMANENT MAINTENANCE CORRIDOR I ( I I W
TEMP.STREAM IMPACT INSIDE I I I
PERMANENT MAINTENANCE CORRIDOR PERM., NO PERM. LOSS IMPACT,I
TEMP.WETLANDS IMPACT OUTSIDE (PERMANENT MAINTENANCE j I I O
.............-...._...-..
PERMANENT MAINTENANCE CORRIDOR AREA) (0.007 AC.) a
.I i I I0 I
NOTES: I I
TEMPORARY IMPACT- OUTSIDE PERM. MAINT. CORRIDOR - - -
SOILS&STREAM RESTORED TO PRECONSTRUCTION CONTOURS - I
AND VEGETATION ALLOWED TO REGENERATE. /
�— - - C_/L PROPOSED SEWER
TEMPORARY IMPACT-INSIDE PERM. MAINT. CORRIDOR S87°2 Y32"E —_1
o SOILS&STREAM TO BE RESTORED TO PRE-CONSTRUCTION N= 472,274.6
a _ __ - 8.9' E=1,985,873.8 I
Z CONTOURS.CORRIDOR TO BE MECHANICALLY CLEARED � _
PERIODICALLY BY UTILITY OWNER. j
U ' I
Z I W
I Z I I
I
I
15Z I I I
II D W I I I
I I
I III �� �• I I I i I
I I
i
III ;. . . . . . I
l i`T'
I I _ If
INSET 1 20
EX. RIP-RAP
.I
j
= TOTAL IMPACTED WETLANDS = 0.000 AC.
f- - TOTAL STREAM IMPACT = 30 L.F.
TOTAL STREAM AREA IMPACT = 0.007 AC.
l
TOTAL AREA PERM. MAINTENANCE CORRIDOR= 0.007 AC.
SHEET 2 OF 2
'This certifies that this copy of this plat identifies as waters of
the U.S.or wetlands all areas of waters of the U.S.,including ` 1,111 A lot,1
wetlands,regulated pursuant to Section 404 of the Clean Water Act IMPACT AREA "A" ��0`� GA& '''B,
as determined by the undersigned on this date.Unless there is a ,� J.
change in the law or our published regulations,this determination FOR �� °�FLSSlp%..
of Section 404 jurisdiction may be relied upon for a period not to FAYETfEVILLE PUBLIC WORKS COMMISSION
exceed five years from this date.This determination was made � -
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual." ANNEX AREA 25 UTILITY INSTALLATIONS _
Name:
71st TWP. CUMBERLAND CO.,N.C. ^
Title: SCALE: 1"=50' OCTOBER 2019 •/rye SURv �'I�.`
Date: -50 -25 0 50 100 150 sd ".C\�,�•e• ••�"��`� �
N.C.PROFES§IOIIIAE SU VUOR NO.L-3253

Drawn byy
David Ma l
Checked
David E.Vaughn,PE,PLS
Reviewed
Je B Reitml,PE,PLS
Date
SEP 2019
y 60 SAN.MH STA 14*45
ga W/CAMLOCK RING&COVER
RIM 225.10
s INV 8"IN 214.72 83[JP >
7INV 8"INV OUT 214.67 �Pp z
60 SAN.MH STA 15+14 N w
IMMEDIATELY UPON COMPLETION,STREAMBEDSHALLSERESTORED W/CAMLOCK RING&COVER
WITH X O
TH NATURAL MATERIAL TO A DEPTH OF NO LESS RIM 226.17 a y--,THAN 12 INCHES OR TO THE BOTTOM DEPR1 OF THE IMPACTED INV 4"IN 218.80 W/INT DROP STIR V O
AREA IF SHALLOWER THAN 12 INCHES AND SHALL TIE IN TO THE ! ¢a INV 8"IN 215.12 w O ADI
(SEE STREAM
STABILIZATION
O AND WWH STREAM, \ INV S"INV OUT 215.07 O +(SEE STREAM STABILIZATION DETAIL SHEET D2) Q N
*A11
� 2
SAN.MH STA 17+95 SAN.MH STA 2+59 •� (n
/ •T PSS h, � o W/CAMLOCK RING&COVER W/CAMLOCK RING&COVER U
RIM 227.21 RIM Q
Q NW MH 1+7 SPIKE IN 16"OAK / f�+�,_ `.,`�• °; L � INV 8"IN 216.57 \ INV WIN 219.38 i
NW OF MH 10+78 OQ ;f r//`,� ��\ INV INV OUT 216.52 ``\ INV 8"INV OUT 219.33 - �' L0 w
a�
sue ` + �®���, k
o R�F\SNP
F` �• P
+ � ���,. , ' 'a
` 5'0 SAN.MH STA 11+63
,0" `\` RIM 00(PROF H-2)W/CAMLOCK RING&COVER
.51
INV 8"IN 216.26 W/INT DROP STR(SOUTH) SAN.MH STA 18+71
�j INV 8"IN 213.26 W/INT DROP STR(NORTH) =0+00(PROF H5) �� �" `` !•�
INV 8"INV OUT 208.50 =O+DO(PROF H5)
W/CAMLOCK RING&COVER FD 50' 0' 50' 100'
RIM 226.69 z�
QTBM 226.95 RR SPIKE IN OAK TREE INV 8"IN 218.03(H5)
REAR 1560 RIM RD INV 8'IN 217.00(H5) m
PROFILE K INV 8"INV OU1T�216.95 I ' FOR NOTES AND LEGEND SEE SHEET UTIL-3 m
?
STA 11 +00 TO END PRaF�N� PP 6zg AT SW CORNER OPI1 POWERE IN POLE
511 RIM D
sE� S
235 235
I
_
230 T U - - 230
- -
STREAM eHTeaL ue aaome - ` -- -'I 225 >
225 STABILIZATKKJ _ Q 00 o
ozr- �j o
-- � � p i
220 1 220 0 = x rn
0 > o 0
m
L2 > o
7 - Pmom
DI a0.
215 SAN.MH.BTA,7+95 215
-_ IP 0 W/CAMLOCKRING&COVER-SAN.MH.STA 18+71
DIP SS a 0.50% _ - -SAN.MH STA 14+45 �MSAN.MH.STA 15+14 RIM 227.21 _=0+00(PROF H-5)
W/CAMLOCK RING&COVER _ CAMLOCK RING&COVER INV 8'IN 216.57 -=0+00(PROF H8)
RIM AMMO 226.17 - INV B OUT 216.52 -_W/CAMLOCK RING&COVER
_ _-INV B'IN 214.72 ---INV4•IN 218.80 W/INT DROP STR --RIM 226.69
INV BOUT 214.6] INV B'IN 215.12 :NVB'IN 2,8.03(H5)
210 INV I OUT 21107 -NVB'IN277.00(H4) 10
-- 5'OSAN.MH.STA11+83 _-_-- -- - -
0+00(PROF H-2) __ _ ` d
205 W/CAMLOCK RING&COVER 205
RIM 222.51
_ INV 8•IN 216.26 W/INT DROP STR(SOUTH)
-INV B'IN 213.26 W/INT DROP STR(NORTH)
- INV WOUT 20&50
-- I. 1-- _-. 200
195 195 gg
Hal
190 190 ��8
g g O o g Seem ,"=60'HOR
C O o 0 0
N T h m BOak na.
PP-26
PROFILE K STA 11+00 to END

Drawn b
Checked
Me ks
cked
O 1�� David E.VSe9en.PE.PLS
o Z I 7o rgt / Reviewed
Jeffm
itzel.PE�PLS
Date BRe
SEP 2019
YNC11�mJ V1 ,9
0 0 2 1J7 m dD tD 70
N J z Z J U \ y
^I I YQ I O Z a NZ Y t'D-I-
FJ �u� oo > J tZZ $.moo u
Q / ZZa a tD.o• u1> aN ra�7Y U
Y; \ > 070 NO J6N uli 7'`1 y N 1n �- 1
r__ �y, e a01DNY'GW O N�
V)/ a`�i�'� Zo>D+.m u-��mJ�� �NOZ
OJ �� ��y2a `10 BO ZO a�� J0% O2 r 1c \/�`\ \ ��� IBM 198.08 BOLT NEAREST"F'IN' /� Lu
ZQy� J d' N s`a O O a / "FIREMAIN"ON FIRE HYDRANT a
S 'JAY /C�0 t0 qb Q >/ 0
l / so o'o "`tea aOo�6�N A O
NNYJ
�� / a `� J % / // I I_ ff p ice• O
V,oa� ��� jr k — � �` ol— Cu a N Lo
m r �r^ `" `�'z$ 8 m t - �r y / may/, l --�� e�. ,y+ i { �"'��" -p N C Co Ln
00
(J(J' —� _i.� AJ x x i wz k O
rn+ _ _= � � - +� U E
O
LL
RIM RD (SR 1402) _ C✓
� m
S N-,7Z d
50' 0' 50' 100'
m
m
12" WATER MAIN EXTENSION RIM RD FOR NOTES AND LEGEND SEE SHEET UIIL.3
m
STA 55+00 TO E N D
180 180
�i
175 601 DR1LI, 175 200 200
-
\ - 60+54 22.50 RJDI VERTICAL BEND. '
1 CONTRACTOR SHALL VERIFY BEND 65+17 CLOSE EXISTING VALVE,
REQUIRED AND MIN 3.5'COVER AT TIE REMOVE PLUG AND DELIVER TO— - -
---- - IN TO OPEN CUT 12"WATER / i V --_ - — FPWC AND EXTEND 12"WATERMAIN- �d
170 'J 170 195
JJ ,
195
.5'MIN.
165 J3 57+27 BEGIN DRILL a J 165 190 190 Q
Ex /" rLE
u
STA 55+32 PROPOSED 12" \ - -
160 �i 160 185 _' � a5'MIN. N�E�E�,,z�, 185
SANITARY SEWER MAIN
INV APPROX.162.77 - — -
155 / z^cwo PVC w
5 ATERTWC) (D Lrh
Q 00 CD
` 180 180 � � 000
V STA 60+92 EXISTING 24"
SANITARY SEWER MAIN - - / O r O
INV APPROX.157.98 _ _ -. - -� N L L_
150 150 175 - 175 0 '> x �' o
O
57+39 22.5°RJDI VERTICAL BEND. - _ - _ -- - O Q E
CONTRACTOR SHALL VERIFY BEND -
L.�
REQUIRED AND MIN 3.5'COVER AT TIE
145 ON TO OPEN CUT 12"WATER 145 170
— L, !Z 1 70
i
12"RJDI PIP W/POLYETH LENE ENCAS MEN INST LEll _.
140 BY DURECTIONAL DRILL HORIZ LENGTH DRILL 34WU PIPE 1 40 1 65 1 65
LAYING LENGTH 18'RADIUS 412.50'ALLOWABLE BELL
EFLECTION USED 2.5°MINIMUM 3.5'COVER 21.89'OF BORE 61+16 RJDI 11.25°HORIZ.BEND.
HORIZONTAL RUN AT DEPTH ALL DI JOINTS BETWEEN STA RESTRAIN ALL JOINTS WITHIN 10'OF BEND -
7+15 AND STA 61+16 SHALL BE FACTORY RESTRAINED 12"
=XJDIP CONTRACTOR SHALL SUBMIT ACTUAL BORE PLAN AND -
--PROFILE BASED UPON CONTRACTORS MEANS AND METHODS -
135 PRIOR TO B GINNMG DRI L OPERATIONS. 135 160
S S o
8 8 8 9
o a °
0 0
°.
130
STA 58+72 --- 130ling
_BEGIN HORIZ.RIM STA 58 94
- h;ND I IORI!_RUN -
125 125
_ o
120 - 120
0 0 o g o Scale V=50'HOR
0 0 1"=5'VER
0 (0p 0 0 p+0� 0 o Bock m
N q N N N m m
SMN
PP-37
RIM RD WATER STA 55+00 TO END

4" TOPSOIL
& GRASS 4" TOPSOIL
TOP BANK STREAM & GRASS
ORIGINAL STREAM CROSS SECTION
SEEDING SEE CHART BELOW
SCOPE
S�OpE —
'l.�III-I =111 llIll�
-III III-II
III-II IElII_
-I I I-1 I. I-I I- IMMEDIATELY UPON COMPLETION
STREAMBED SHALL BE RESTORED
i=_ WITH NATURAL STREAMBED
A DEPTH OF NO
I;,III-III-III-III-III-III-III-III-III-III- LESS RHAN°12 INCHES OR TO
I-
III III III , II III-lI1=1II—
THE BOTTOM DEPTH OF THE
IMPACTED AREA IFN SHALLOWER
THAHN 12 INCH AND SHALL TIE
IN TO THE ADJACENT STREAMBANK
UP AND DOWN STREAM.
CONSTRUCTION SPECIFICATIONS
1. Clear the STREAM BED area of trees, stumps, roots, loose rock, and other
objectionable material.
2. Excavate the cross section to the lines and grades of the stream to pre construction
contours. Backfill with natural streambed material to 12" depth compacted to the
density of the surrounding material.
3. Perform all channel construction to keep erosion and water pollution to a
minimum. Immediately upon completion of the channel, vegetate all disturbed
areas or otherwise protect them against soil erosion.
MAINTENANCE
Inspect channels at regular intervals as well as after major rains, and make
repairs promptly. Give special attention to the outlet and inlet sections and other
points where concentrated flow enters. Carefully check stability and look for indications of piping,
scour holes, or bank failures. Make repairs immediately. Maintain all vegetation adjacent to the channel
in a healthy,vigorous condition to protect the area from erosion and scour during out-of-bank flow.
Restoration Plan
The Project has been designed in a manner to avoid and minimize jurisdictional impacts to streams and
wetlands, where practicable. The Restoration Plan outlined below shall be followed to restore temporarily
impacted streams, no wetland impacts are occurring. The Plan requires the restoration of temporarily disturbed
areas to their preconstruction elevations, widths and conditions as practicable upon project completion.
Temporary fills shall be removed in their entirety and the affected areas restored to preconstruction elevations
within streams or wetlands. Disturbed streambanks will be permanently stabilized and revegetated, as
appropriate.
Immediately upon completion of the work associated with temporary stream impacts, the streambed
shall be restored with natural streambed material to a depth of no less than 12 inches or to the bottom
depth of the impacted area if shallower than 12 inches and should tie-in to the adjacent upstream and
downstream stream conditions. Any placement of fill material shall be for the absolute minimum time period
necessary not to exceed 180 days. Excess excavated material not utilized shall be placed on an upland area
and stabilized.
No fertilizer shall be installed within 10'of a stream. No fresh concrete shall be in contact with a
stream. Seeding of disturbed stream areas shall be as indicated in the following Table.
Dates Types Rate
April 1 -July 15 Warm Season Mix 8 pis #/acre or 4 oz./1000 s.f.
Switchgrass, Cave-in-rock, Alamo 2 bulk #/acre or 1 oz./1000 s.f
Smartweed; and
Cereal or Winter Rye or Brown Top 30-lb/acre .
Millet Grass Hybrids (Mow prior to
maturity)
July 16 -Sept 1 Temporary crop of Brown Top Millet 30-lb/acre
or Perennial Rye Grass Hybrids (To
be followed by permanent mixtures)
Sept 2 -Nov 1 Cool Season Mix 12 bulk #/acre or 6 oz/1000 s.f.
Reed Canary Grass
Smartweed 2 bulk #/acre or 1 oz/1000 s.f.
Nov 2 -March 31 Temporary Crop of Wheat (To be 40 Ibs/acres
followed by permanent mixture)
Stream Stabilization Detail
N.T.S.