20211761 Ver 1_Response to USACE RFAI_20220307

Strickland, Bev
From: Turner, Joseph <[e-mail]>
Sent: Monday, March 7, 2022 10:29 PM
To: Phillips, George L CIV USARMY CESAW (USA)
Cc: Cohn, Colleen M
Subject: [External] RE: SAW-2019-00988 (City of Raleigh Public Utilities Department/ Multi-
areas 2017 Aerial Sewer Replacement/Wake County/ NC)
Attachments: FINALSAW-JD-REQUEST-FORM-20170508.pdf; SAW-2019-00988-Wetland Delineation
Report_StateStreet_20220207.pdf; PJD-fillable-form2016-11.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mr. Phillips:
In response to the comment below for the 2017 Aerial Sewer Replacement Project PCN submittal, we are providing:
1. Completed JD Request form
2. Wetland delineation report for State Street site
3. Completed PJD fillable form
If you have any questions about the materials submitted or need additional information, please do not hesitate to
contact me by phone or email.
Thank you,
Joe Turner PE
AECOM I Project Manager-Water
M [phone]
joseph.turnerl @aecom.com
From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Sent:Wednesday, December 29, 2021 1:11 PM
To:Turner,Joseph <[e-mail]>
Cc: [e-mail]
Subject: [EXTERNAL] RE: SAW-2019-00988 (City of Raleigh Public Utilities Department/ Multi-areas 2017 Aerial Sewer
Replacement/Wake County/ NC)
Mr.Turner,
I have reviewed the above referenced project and need the following comments/questions addressed to evaluate the
proposed activities.
1

1) Based on the submitted PCN wetlands are estimated from the National Wetlands Inventory Data. Per general
condition 35, the PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such
as lakes and ponds, and perennial and intermittent streams, on the project site. Wetland delineations must be
prepared in accordance with the current method required by the Corps.The current method required by the
Corps employs a multi-parameter approach as defined in the U.S. Army Corps of Engineers Wetland Delineation
Manual (Technical Report Y-87-1) and subsequent regional supplements. Basically this approach requires
positive verification of the presence of hydrophytic vegetation, hydric soils, and wetland hydrology for an area
to be determined a 'wetland'.The permittee may ask the Corps to delineate the special aquatic sites and other
waters on the project site, but there will be a delay if the Corps does the delineation. Furthermore, the 45-day
period will not start until the delineation has been submitted to or completed by the Corps, as appropriate;
Please let me know if you have any questions or concerns.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at https://regulatory.ops.usace.army.mil/customer-service-survey/ .Thank you for taking the time to visit this
site and complete the survey.
From: RaleighNCREG <[e-mail]>
Sent: Monday, December 6, 2021 11:52 AM
To: [e-mail]
Cc: Phillips, George L CIV USARMY CESAW(USA) <[e-mail]>;Thames,Joyce A CIV USARMY
CESAW (USA) <[e-mail]>
Subject: SAW-2019-00988(City of Raleigh Public Utilities Department/ Multi-areas 2017 Aerial Sewer Replacement/
Wake County/ NC)
Good Morning,
We have received your Pre-Construction Notification (PCN) NWP request for the above project and forwarded it to Mr.
Lyle Phillips for further processing.
Thank you,
Josephine Schaffer
2

Jurisdictional Determination Request
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.army.mil/Missions/RegulatoryPermitProgram/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: S. State Street
City, State: Raleigh, NC
County: Wake
Parcel Index Number(s) (PIN): 1713203582 and 1713227709
B. REQUESTOR INFORMATION
Name: Dennis Lassiter
Mailing Address: City of Raleigh Public Utilities Dept.
One Exchange Plaza, Suite 620
Telephone Number:
Electronic Mail Address:
Select one:
❑ I am the current property owner.
O I am an Authorized Agent or Environmental Consultant)
nInterested Buyer or Under Contract to Purchase
Other,please explain. City Public Utility Dept. with existing
utility easement agreement
C. PROPERTY OWNER INFORMATION2
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address:
1 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 CERTIFICATION3,4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I,the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: n Owner fl Authorized Agents
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
n I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
▪ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
n 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.
n I intend to construct/develop a project or 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.
111 A Corps JD is required in order obtain my local/state authorization.
111 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.
n Other:
3 For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
4 If there are multiple parcels owned by different parties,please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version:May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION(JD)TYPE (Select One)
n 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.
0 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
n Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
n Size of Property or Review Area 2.27 acres.
n 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: 35.756354
Longitude: -78.619946
nA legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
• North Arrow
• Graphical Scale
• Boundary of Review Area
• Date
• Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
• Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
• Jurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary,
open water, relatively permanent water,pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
• Isolated waters, waters that lack a significant nexus to navigable waters, or non-
jurisdictional upland features should be identified as Non-Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or"Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
• Wetland and non-wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non-wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
nCompleted 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/Regulatory-Permit-
Program/Jurisdiction/
Version:May 2017 Page 5

Jurisdictional Determination Request
aCompleted 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 Forms
❑ Vicinity Map
Aerial Photograph
USGS Topographic Map
❑� Soil Survey Map
O 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
n NC Division of Water Resources Stream Identification Forms
▪ Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL 08-02_App_A_Prelim_JD_Form_fillable.pdf
s Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose:The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses:This information may be shared with the Department of Justice and other federal,state,and local
government agencies,and the public,and maybe 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:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD:
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
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: Wake City: Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.756354 Long.: -78.619946
Universal Transverse Mercator:
Name of nearest waterbody: Walnut 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)
SA 35.757819 -78.619044 63 LF Non-wetland waters Section 404
SB 35.757349 -78.619037 67 LF Non-wetland waters Section 404
SC 35.757984 -78.619044 64 LF Non-wetland waters Section 404
SD 35.754785 -78.621751 30 LF Non-wetland waters Section 404
WA 35.756441 -78.619684 1 . 16 Wetland Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre-
construction notification" (PCN), or requests verification for a non-reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1)the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3)the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit)or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be"navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items 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:Figure 7 - Aquatic Resources Delineation Map .
n Data sheets prepared/submitted by or on behalf of the PJD requestor.
n Office concurs with data sheets/delineation report.
n Office does not concur with data sheets/delineation report. Rationale:
n Data sheets prepared by the Corps:
n Corps navigable waters' study:
n U.S. Geological Survey Hydrologic Atlas:
n USGS NHD data.
USGS 8 and 12 digit HUC maps.
n U.S. Geological Survey map(s). Cite scale & quad name: Raleigh East, NC
n Natural Resources Conservation Service Soil Survey. Citation: Wake County, 1970&WebSoilSurvey,2022
• National wetlands inventory map(s). Cite name:
State/local wetland inventory map(s):
n FEMA/FIRM maps: 3720171300J, Panel No. 1713 — Effective Date May 2, 2006 .
n 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
n Photographs: n Aerial (Name & Date): Figure 3 - Orthoimagery Map
or n Other (Name & Date): Appendix C - Photolog
n Previous determination(s). File no. and date of response letter:
0 Other information (please specify): Wetland Delineation Report
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)'
1 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.

Wetland Delineation Report 2017 Aerial Sewer Replacement Project—State Street
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WETLAND DELINEATION REPORT
2017 Aerial Sewer Replacement Project— State Street
Prepared for:
City of Raleigh
Public Utilities Department
One Exchange Plaza, Suite 620
Raleigh, NC 27601
Prepared by:
AECOM
5438 Wade Park Boulevard, Suite 200
Raleigh, NC 27607
February 2022
AECOM Project Number: 60509204 February 2022

Wetland Delineation Report 2017 Aerial Sewer Replacement Project—State Street
TABLE OF CONTENTS
1.0 INTRODUCTION 1
2.0 SURVEY SCOPE & METHODOLOGY 1
3.0 SURVEY RESULTS 2
3.1 Project Study Area Setting 2
3.2 Soils 2
3.3 NWI Mapped )Vetlands 2
3.4 FEMA Mapped Floodplains 2
3.5 Identified Potential WOUS Features 3
3.5.1 Streams 3
3.5.2 Wetlands 4
3.6 N.C. River Basin Buffer Rules 4
4.0 REFERENCES 5
Appendix A. Figures
Figure 1. Vicinity Map
Figure 2. Topographic Map
Figure 3. Orthoimagery Map
Figure 4. Soil Map
Figure 5. NWI Map
Figure 6. FEMA Map
Figure 7. Aquatic Resource Map
Figure 8. NRCS Soils Map
Figure 9. Riparian Buffer Map
Appendix B. Stream and Wetland Data Forms
Appendix C. Representative Photographs
LIST OF TABLES
Table 1. Project Study Area Soils 2
Table 2. Streams within the Project Study Area 3
AECOM Project Number: 60509204 i February 2022

Wetland Delineation Report 2017 Aerial Sewer Replacement Project—State Street
1.0 INTRODUCTION
The City of Raleigh plans to replace a portion of the aerial sanitary sewer line near South State
Street, Raleigh, North Carolina. The approximately 2.27 acre project study area is located on
parcels 1713203582 and 1713227709.
Jurisdictional wetlands and streams could potentially be present in the project study area.
Therefore, it was concluded that there is a potential for impacts to regulated waters as a result of
the proposed aerial sewer replacement project, and that as such, a wetland delineation may be
warranted. In response, the City of Raleigh has requested that AECOM conduct a wetland
delineation of the project study area to assist the City of Raleigh in their preliminary planning, so
that design and construction activities may attempt to avoid or minimize impacts to jurisdictional
Waters of the United States (WOUS), including wetlands, to the greatest extent practicable.
2.0 SURVEY SCOPE & METHODOLOGY
AECOM performed background research prior to commencing fieldwork and additional research
was conducted following completion of fieldwork. Research included publicly available
information on soils,water resources, geology, and mapped wetlands. Sources included, but were
not limited to, U.S. Fish and Wildlife Service(USFWS)National Wetland Inventory(NWI) maps
(USFWS, 2022), U.S. Department of Agriculture (USDA) Natural Resources Conservation
Service(NRCS)Soil Survey for Wake County,North Carolina(USDA, 1970) and WebSoilSurvey
(USDA, 2022), U.S. Geological Survey (USGS) 7.5-minute topographic quadrangle for Raleigh
East, North Carolina (USGS, 2019), the State's Geographic Information System (GIS)
hydrological data (NCDWR, 2022), and the Federal Emergency Management Agency (FEMA)
floodplain mapping(FEMA, 2022).
On February 3,2022,AECOM biologists surveyed the project study area for jurisdictional WOUS,
including wetlands. During the survey, AECOM identified habitat types, vegetated wetlands,
waterbodies, and other regulated special aquatic sites encountered. Wetlands were identified using
the U.S. Army Corps of Engineers (USACE) Regional Supplement to the Corps of Engineers
Wetland Delineation Manual.• Eastern Mountain and Piedmont Region (Environmental
Laboratory, 2012). Potentially regulated surface water features within the study area were
delineated in accordance with the USACE Jurisdictional Determination Instructional Guidebook
(USACE and EPA, 2007), and the guidelines in the USACE Regulatory Guidance Letter No. 05-
05, Ordinary High Water Mark Identification Regulatory Guidance Letter(USACE, 2005).
AECOM mapped the location of each field-delineated feature using Global Positioning System
(GPS) units with sub-meter accuracy(Model: Trimble 7X). Field data was used in GIS analysis to
produce tables and maps required for a USACE Jurisdictional Determination(JD).
AECOM Project Number: 60509204 1 February 2022

Wetland Delineation Report 2017 Aerial Sewer Replacement Project—State Street
3.0 SURVEY RESULTS
3.1 Project Study Area Setting
The project study area is geographically situated within the Eastern Mountains and Piedmont
ecoregion of North Carolina (USEPA, 2002); more specifically, the USDA NRCS Major Land
Resource Area (MLRA) Southern Piedmont (136) subregion of Land Resource Region (LRR) P.
The project study area is located within an urban setting and is surrounded by single-family
detached homes, apartments, S. State Street, I-40, and the Walnut Creek Greenway.
The project study area predominantly consists of undeveloped woods and fields associated with
the Walnut Creek floodplain. Elevations range from 226 feet above mean sea level (amsl) along
S. South Street to 212 feet amsl in the northeastern portion of the property near Walnut Creek.
Refer to Appendix A, Figure 1, Figure 2, and Figure 3 for a vicinity map, aerial map, and
topographic map depicting the project study area location.
3.2 Soils
The Soil Survey for Wake County, North Carolina identifies three soil mapping units within the
project study area(see Table 1 and Appendix A,Figure 4). One soil is classified as a hydric soil.
Table 1. Project Study Area Soils
Mapping Drainage
Soil Series Unit Class Hydric Status
Chewacla and Wehadkee soils, 0 to 2 percent Somewhat
ChA Hydric
slopes, frequently flooded poorly drained y
Rawlings-Rion complex, 6 to 10 percent slopes RgC Well drained Non-hydric
Wake-Rolesville complex, 15 to 25 percent WaE Excessively Non hydric
slopes, very rocky drained
3.3 NWI Mapped Wetlands
Two NWI wetlands are mapped within the project study area by the USFWS: Palustrine,Forested,
Broad-Leaved Deciduous, Needle-Leaved Evergreen, Temporary Flooded (PFO1/4A), and
Riverine, Intermittent, Streambed, Seasonally Flooded(R4SBC) (see Appendix A, Figure 5).
3.4 FEMA Mapped Floodplains
According to the FEMA on the Flood Insurance Rate Map(FIRM) (Map No. 3720171300J, Panel
No. 1713 —Effective Date May 2, 2006) the entire project study area is mapped within the 100-
year floodplain of Walnut Creek(see Appendix A, Figure 6).
AECOM Project Number: 60509204 2 February 2022

Wetland Delineation Report 2017 Aerial Sewer Replacement Project—State Street
3.5 Identified Potential WOUS Features
3.5.1 Streams
Four streams were identified within the project study area(see Appendix A,Figure 7). The North
Carolina Division of Water Quality (NCDWQ)North Carolina Methodology for Identification of
Intermittent and Perennial Streams and Their Origins (NCDWQ, 2010)was utilized to determine
stream flow for this stream reach based on evaluations of hydrological, physical, and biological
stream attributes. Stream SA (Walnut Creek) and stream SB (Gatling Branch)were characterized
as a perennial streams. Streams SC and SD were characterized as intermittent.All of the delineated
streams may be considered potential non-wetland WOUS. The NCDWQ stream assessment forms
for these streams are included in Appendix B. Photographs are provided in Appendix C.
The project study area is located within the Neuse River basin(USGS Hydrologic Unit 03020201).
The nearest named stream is Walnut Creek(Stream SA). All surface waters in North Carolina are
assigned a primary surface water classification by the North Carolina Division of Water Resources
(NCDWR). The unnamed tributaries (UTs) to named streams share the same designation as the
body of water to which they flow (see Table 2).
Table 2. Streams within the Project Study Area
Stream
NCDWR Primary Length Stream
Map Index Flow Surface Water Evaluated Width
Stream Name ID Number Regime Classification' 002 (ft)
Walnut Creek SA 27-34-(4) Perennial C;NSW 63 46
Gatling Branch SB 27-34-9 Perennial C;NSW 67 10
UT to Walnut SC Intermittent C;NSW 64 3
Creek
UT to Walnut SD Intermittent C;NSW 30 10
Creek
Acronyms and Notes:
1 Primary Surface Water Classification:
Class C—waters protected for uses such as secondary recreation,fishing,wildlife, fish consumption,aquatic life
including propagation, survival and maintenance of biological integrity, and agriculture. Secondary
recreation incudes wading, boating, and other uses involving human body contact with water where such
activities take place in an infrequent,unorganized,or incidental manner.
Nutrient Sensitive Waters (NSW) - Supplemental classification intended for waters needing additional nutrient
management due to being subject to excessive growth of microscopic or macroscopic vegetation
2 Stream length evaluated includes the length of stream that falls within the study area,as well as portions
immediately adjacent to the study area,as delineated by AECOM.
lf-linear feet,ft-feet
There are no designated anadromous fish waters or primary nursery areas present in the study area.
There are no trout streams as designated by the North Carolina Wildlife Resources Commission
(NCWRC) or high quality waters as designated by NCDWR in the study area or within a one-mile
AECOM Project Number: 60509204 3 February 2022

Wetland Delineation Report 2017 Aerial Sewer Replacement Project—State Street
radius of the study area. No streams within the project study area are included in the North
Carolina 2020 Final 303(d)List of Impaired Waters.
3.5.2 Wetlands
The project study area crosses a large forested/emergent wetland complex that is associated with
the Walnut Creek floodplain. Within the project study area 1.16 acres of wetlands were identified.
Canopy species within the wetlands included red maple (Acer rubrum), green ash (Fraxinus
pennsylvanica), and American elm(Ulmus americana). Shrub species included privet(Ligustrum
sinense) and the herbaceous layer contained arrow-leaved tearthumb(Persicaria sagittata), sedges
(Carex spp.) and grasses (Poaceae spp.). USACE wetland delineation forms documenting the
wetland and upland areas within the project study area are included in Appendix B, and
representative photographs are located in Appendix C.
3.6 N.C. River Basin Buffer Rules
Under the provisions of the Clean Water Act (CWA), the North Carolina Environmental
Management Commission (EMC) has adopted riparian buffer rules pertaining to maintaining
vegetated buffers around riparian areas as part of the Nutrient Sensitive Water Management
Strategies for select watersheds of North Carolina. The buffer rules establish a protected 50-foot
wide riparian buffer directly adjacent to intermittent streams, perennial streams, lakes, ponds, and
estuaries consisting of two zones. Zone 1 consists of a vegetated area that extends landward a
distance of 30 feet on all sides of a surface water. Zone 2 begins at the outer edge of Zone 1 and
extends landward 20 feet. Under the buffer rules, Zones 1 and 2 are to remain essentially
undisturbed, except for certain exempted and allowed uses. The buffer rules are administered by
the NCDWR.
The study area is located within the Neuse River Basin and would be subject to the Nutrient
Sensitive Waters Management Strategy: Protection and Maintenance of Existing Riparian Buffers
(15A NCAC 02B .0714). Per the rule, buffers only apply to surface waters shown on either the
most recent version of the soil survey map prepared by the NRCS or the most recent version of the
1:24,000 scale(7.5 minute)quadrangle topographic maps prepared by the USGS. Streams SA, SB,
and SC appear to be mapped on the 1970 NRCS Wake County Soil Survey (Figure 8, Appendix
A). As such, the riparian buffer rules would be applicable to these streams. Stream SD does not
appear to be mapped on either the NRCS or USGS maps, and may not be subject to the riparian
buffer rules. The approximate location of 50-foot buffers, comprising both Zone 1 and Zone 2, are
depicted on Figure 9 for streams SA, SB, and SD, in Appendix A.
AECOM Project Number: 60509204 4 February 2022

Wetland Delineation Report 2017 Aerial Sewer Replacement Project—State Street
4.0 REFERENCES
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and
Deepwater Habitats of the United States. FWS/OBS -79/31. Fish and Wildlife Service,
U.S. Department of the Interior, Washington, DC.
Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical
Report Y-87-1, U. S. Army Engineer Waterways Experiment Station. Vicksburg,
Mississippi.
Environmental Laboratory. 2012. Regional Supplement to the Corps of Engineers Wetland
Delineation Manual: Eastern Mountains and Piedmont Region Version 2.0. Vicksburg,
Mississippi.
Federal Emergency Management Agency (FEMA). 2022. Flood Map Service Center.
https://msc.fema.gov/portal. (Accessed February 2022).
North Carolina Department of Environmental Quality (NCDEQ). Final 2020 Category 5 Water
Quality Assessment - 303(d) List. North Carolina Department of Environmental Quality,
Raleigh,NC.
US Army Corps of Engineers (USACE). 2005. Ordinary High Water Mark Identification
Regulatory Guidance Letter.
https://www.nap.usace.army.mil/Portals/39/docs/regulatory/rgls/rg105-05.pdf (Accessed
February 2022).
USACE and U.S. Environmental Protection Agency (USEPA). 2007. U.S. Army Corps of
Engineers Jurisdictional Determination Form Instructional Guidebook.
https://www.nap.usace.army.mil/Portals/39/docs/regulatory/jd/j d_guidebook_051207final
.pdf(Accessed February 2022).
United States Department of Agriculture (USDA), Natural Resources Conservation Service
(NRCS). 1970. Soil Survey of Wake County, North Carolina.
https://www.nres.usda.gov/wps/portal/nres/surveylist/soils/survey/state/?stateId=NC
(Accessed February 2022).
USDA, NRCS. 2022. Web Soil Survey. http://websoilsurvey.nres.usda.gov. (Accessed February
2022).
USEPA. 2002. Ecoregions by State. https://www.epa.gov/eco-research/level-iii-and-iv-
ecoregions-state (Accessed February 2022).
USFWS. 2022.National Wetland Inventory website. U.S.Department of the Interior.Washington,
D.C. http://www.fws.gov/wetlands. (Accessed February 2022).
AECOM Project Number: 60509204 5 February 2022

Appendix A
Figures

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NAD StatePlane NC 1983 NC, 2019
Topographic Map This map is for reference only 7.5-Minute Series

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Wake County, NC
Feet 2 Ft. Contours vim'
Figure 3 February 2022 Wake County
Orthoimagery MapNAD StatePlane NC 1983 National Heratige Program 2022
g y This map is for reference only NC Onemap Orthoimagery 2021

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• Legend
% Raleigh
0Study Area
City of Raleigh "..��nr� ,�L�.
Public Utilities Department ,`�ti`it,`�:al im op+f4, sot
2017 Aerial Sewer f`tkr~�• ilm vwli'�j��jvr.0�
Replacement Project 0 75 150 �m61411 111AIvir N
State Street 0%0
Wake County, NC Feet eii'
Figure 4 February 2022 Wake County
Soil Ma NAD StatePlane NC 1983 USDA-NRCS
p This map is for reference only WebSoilSurve 2022

PFO1/4A- Palustrine, Forested, Broad-Leaved Deciduous, Needle-Leaved Evergreen, Temporary Flooded
R4SBC - Riverine, Intermittent, Streambed, Seasonally Flooded
•
PF01/4A
40
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R4SBC FOP
I
"11111
e ', Legend
r Raleigh
• Study Area
City of Raleigh Freshwater ��^*I■.■■ �� '�L��1
Public Utilities Department Forested/Shrub
2017 Aerial Sewer .�'j'�`��—`�����i+
Wetland itko I1m,kvwaVok
Replacement Project 0 75 150 abpjstalls���
State Street Riverine 40%fir
Wake County, NC Feet 49i11'
Figure 5 February 2022 Wake County
NWI MapNAD StatePlane NC 1983
This map is for reference only USFWS NWI Wetland Mapper 2022

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.4_
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0 Legend
Study Area
•
Zone X -Area of Minimal Flood
City of Raleigh Hazard ^*I■.■■ �L��
Public Utilities Department Zone X - Future Conditions 1% iti��r ��'l.1111000 ii
2017 Aerial Sewer Annual Chance Flood .�'j'�`�'�������i+�� �
II
Replacement Project 0 75 150 Zone AE - Regulatory Floodway *avj�like
State Street Zone AE - 1%Annual Chance
Wake County, NC Feet Flood Hazard l',�1'
Figure 6 February 2022 FEMAMap:3720171300J Wake County
FEMA MapNAD StatePlane NC 1983 Panel: 1713
This map is for reference only eff: May 02,2006

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0 Legend
• Study Area
City of Raleigh Parcel Boundary �.,im.•• ,�L+-
Public Utilities Department 0 Determination Points ,��ti`iAlk•• � +I gr
2017 Aerial Sewer Streams „`4jjlviVik� vARV 4 ►�Al,Ir l
Replacement Project 0 75 150 �abp4st�sAIN 1
State Street Wetlands 0%14
Wake County, NC Feet eii'
Figure 7 February 2022 Wake County
Aquatic Resource MapNAD StatePlane NC 1983
q This map is for reference only Wetland delineation date: February 3, 2022

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City of Raleigh filizzsl�� w '�L7•
Public Utilities Department ,`ti` `i:�� +��� a
2017 Aerial Sewer fir iv /,� VAR'-jn�j�����
Replacement Project 0 75 150 *61j��������
State Street 0%�
Wake County, NC Feet "al
Figure 8 February 2022 Wake County
NRCS Soil SurveyMapNAD StatePlane NC 1983 USDA-NRCS
This map is for reference only Wake County Soil Survey, 1970

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;11010° Raleigh0 Stud Area
� 0 Y
- Parcel Boundary
City of Raleigh �..����� ,�L�.
Ri arian Buffer Zone 1 - 30 "��a. �� �► t.+�t1
Public Utilities Department p ,`.tip*�,. . ■1�� ♦/r� �
2017 Aerial Sewer Riparian Buffer Zone 2 - 20 r��r��ji��.11■AllV:4 4411
Replacement Project 0 75 150 ■ Streams �*61j11[1sAIN
State Street Feet Z Wetlands 'Lk
vigil
Wake County, NC
Figure 9 February 2022 Wake County
NAD StatePlane NC 1983
Riparian Buffer Map This map is for reference only

Appendix B
Stream and Wetland Data Forms

SA-Walnut Creek
NC ❑WQ Stream identification Form Version 4.11
Proje
ct/Site:2/7/2022 1 2017 Aerial Sewer Repla i s
Latitude: 35.757819
1 I
Evaluator: C.Benton,C.Lamb ; County: Wake [ Longitude:-78.619044
Total Points: Stream Determination(circle one) I Other
Stream is at least intermittent 44.5 Ephemeral Intermittent Perennial e.g. Quad riame: Raleigh East
.if a'19 orperennial if?30'
A. Geomorphology (Subtotal - 28 ) Absent Weak Moderate Strong
1" Continuity of channel bed and bank 0 1 2 03
2. Sinuosity of channel along thalweg 0 1 2 13 I
•
3, In-channel structure:ex.riffle-pool,step-pool, 0 1 2 03
ripple-pool sequence 4 €
4. Particle size of stream substrate 0 1 [ 2 03
5.Active/relict floodplain 0 1 2 03
6 Depositional bars or benches 0 1 2 0
7. Recent alluvial deposits 0 1 E 2 3
8, Headcuts 0 I=1 2 3
9. Grade control 0 0.5 1 1.5
10. Natural valley 0 0.5 1 1.5
11. Second or greater order channel No=0 I Yes=3 I
a artificial ditches are not rated:see discussions in manual
B. Hydrology (Subtotal = 10.5 _)
12. Presence of Baseflow 0 1 2 0
13. Iron oxidizing bacteria 0 1 1 2 3
14.Leaf litter _.._....-... _.. 1 5 1_.....�..._.-..._.�.... __0.�...�..__ ._._...._0
15.Sediment on plants or debris 0 0.5 1 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table? No=0 Yesµ 3
C. Biology (Subtotal= 6 ) -
18. Fibrous roots in streambed 0 2 1 0
19.Rooted upland plants in streambed 03 2 1 0
•
20. Macrobenthos(note diversity and abundance) ® 1 2 3
21.Aquatic Mollusks 10 I 1 2 3
22. Fish © 0.5 1 1.5
23_Crayfish 0 0 5 1- _µ W W 1 1.5
24,Amphibians 0 0.5 1 1.5
25.Algae I 0 I 0.5 [ 1 1.5 ,
26. Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0
'perennial streams may also be identified using other methods.See p-35 of manual.
Notes:
Sketch:

SB - Gatling Branch - UT to Walnut Creek
NC ❑WQ Stream identification Form Version 4.11
Project/Site: s
Date: 2/7/2022 � 2017 Aerial Sewer Repla i Latitude: 35.757349
1
Evaluator: C.Benton,C.Lamb ; County: Wake € Longitude:-78.619037
Total Points: Stream Determination(circle one) Other
Stream is at least intermittent 34.5 Ephemeral Intermittent Perennial e.g. Quad riame: Raleigh East
.if a'19 orperennial if?30'
A. Geomorphology (Subtotal - 19 ) Absent Weak Moderate Strong
1" Continuity of channel bed and bank 0 1 2 0
2. Sinuosity of channel along thalweg 0 1 0 3
3. In-channel structure:ex.riffle-pool,step-pool, 0 I=1
2 3
ripple-pool sequence €
4. Particle size of stream substrate 0 I 1 [ 2 3 [
5.Active/relict floodplain 0 1 2 03 [
6 Depositional bars or benches 0 1 0 3
7. Recent alluvial deposits 0 1 = 3 --€
8. Headcuts 0 1 2 I=1 [
9. Grade control 0 0.5 1 1.5
10. Natural valley 0 0.5 0 1.5
11. Second or greater order channel L No=0 L Yes--3
a artificial ditches are not rated:see discussions in manual
B. Hydrology (Subtotal = 9.5 _)
12. Presence of Baseflow 0 1 2 0
13. Iron oxidizing bacteria 0 1 1 2 3
14.Leaf litter _.._....-... _.. 1 5 1_.....�..._.-..._.�.... __0.�...�..__ ._._...._0
15.Sediment on plants or debris 0 0.5 0 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table? No=0 i Yesµ 3
C. Biology (Subtotal= 6 ) -
18. Fibrous roots in streambed 0 2 1 0
19.Rooted upland plants in streambed 03 2 1 0
•
20. Macrobenthos(note diversity and abundance) ® 1 2 3
21.Aquatic Mollusks 10 I 1 2 3
22. Fish © 0.5 1 1.5
23_Crayfish 0 0 5 1- _µ W W 1 _ _w. 1.5
24.Amphibians 0 0.5 1 1.5
25.Algae I 0 I 0.5 [ 1 1.5 ,
26. Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

SC- UT to Walnut Creek
NC ❑WQ Stream identification Form Version 4.11
Proje
ct/Site:2/7/2022 1 2017 Aerial Sewer Repla i s
Latitude: 35.757984
1 I
Evaluator: C.Benton,C.Lamb ; County: Wake [ Longitude:-78.619044
Total Points: Stream Determination(circle one) I Other
Stream is at least intermittent 26.5 Ephemeral Intermittent Perennial e.g. Quad Name: Raleigh East
.if a'19 orperennial if?30'
A. Geomorphology (Subtotal - 13 ) Absent Weak Moderate Strong
1" Continuity of channel bed and bank 0 1 2 0
2. Sinuosity of channel along thalweg 0 11 I 2 3
3. In-channel structure:ex.riffle-pool,step-pool, 0 1=1 2 3
ripple-pool sequence 4 €
4. Particle size of stream substrate 0 I 1 [ 2 3
5.Active/relict floodplain 0 1 0 3
6 Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 12 3 -i
8. Headcuts 0 1 2 3
9. Grade control 0 0.5 1 1.5
10. Natural valley 0 =I 1 1.5
11. Second or greater order channel ww I No=0 Yes=3
a artificial ditches are not rated:see discussions in manual
B. Hydrology (Subtotal = 8.5 _)
12. Presence of Baseflow 0 1 2 0
13. Iron oxidizing bacteria 0 LU 2 3
14.Leaf litter _.._....-... _.. 1.5 1 _.-..._.�.... �.�...�..__ _ ._._...._o
15.Sediment on plants or debris 0 0.5 1 1.5
16.Organic debris lines or piles 0 10.5 I 1 1.5
17. Soil-based evidence of high water table? No=0 i Yesµ 3
C. Biology (Subtotal= 5 )
18. Fibrous roots in streambed 3 02 1 0
-- - E
19.Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos(note diversity and abundance) ® 1 2 3
21.Aquatic Mollusks 0 l 1 2 3
22. Fish © 0.5 1 1.5
23_Crayfish 0 0.5 ._w.w.w�. 1.5
24.Amphibians 0 0.5 1 1.5
25.Algae I 0 I 0.5 [ 1 1.5 ,
26. Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes: This stream may be an braided channel of the nearby Walnut Creek.
Sketch:

SD- UT to Walnut Creek
NC ❑WQ Stream identification Form Version 4.11
Proje
ct/Site:2/7/2022 1 2017 Aerial Sewer Repla i s
Latitude: 35.754785
1 l
Evaluator: C.Benton,C.Lamb ; County: Wake [ Longitude:-78.621751
Total Points: Stream Determination(circle one) I Other
Stream is at least intermittent 28 Ephemeral Intermittent Perennial e.g. Quad Name: Raleigh East
.if a'19 orperennial if?30'
A. Geomorphology (Subtotal - 12 ) Absent Weak Moderate Strong
1" Continuity of channel bed and bank 0 1 2 0
2. Sinuosity of channel along thalweg 0 1 0 3
3, In-channel structure:ex.riffle-pool,step-pool, 0 1=1
2 3
ripple-pool sequence 4 €
4. Particle size of stream substrate 0 1 [ 2 3
5.Active/relict floodplain 0 1 2 3
6 Depositional bars or benches 0 1 0 3
7. Recent alluvial deposits 0 1 E 2 3
8, Headcuts 0 1 2 3
9. Grade control 0 0.5 1 1.5
10. Natural valley 0 1=1 1 1.5
11. Second or greater order channel ww I No=0 Yes=3
a artificial ditches are not rated:see discussions in manual
B. Hydrology (Subtotal = 10 _)
12. Presence of Baseflow 0 1 0 3
13. Iron oxidizing bacteria 0 1 2 EM
14.Leaf litter 1.5 0 7 0.5 0
15.Sediment on plants or debris 0 _ 0.5 1 1.5
16.Organic debris lines or piles 0 10.5 I 1 1.5
17. Soil-based evidence of high water table? No=0 i Yesµ 3
C. Biology (Subtotal= 6 )
18. Fibrous roots in streambed 0 2 1 0
19.Rooted upland plants in streambed 03 2 1 0
20. Macrobenthos(note diversity and abundance) ® 1 2 3
21.Aquatic Mollusks 10 I 1 2 3
22. Fish © 0.5 1 1.5
23_Crayfish 0 0 5 1- _µ W W 1
1.5
24.Amphibians 0 0.5 1 1.5
25.Algae I 0 I 0.5 [ 1 1.5 ,
26. Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes: Stream originates from culvert under 1-40 and drains to Walnut Creek.
Sketch:

WETLAND DETERMINATION DATA FORM-Eastern Mountains and Piedmont Region
Project/Site:2017 Aerial Sewer Replacement Project-State Street City/County: Raleigh/Wake Sampling Date:_ 2/7/2022
Applicant/Owner: City of Raleigh State: NC Sampling Point:WA-WET
Investigator(s): C.Benton,C.Lamb Section,Township, Range:
Landform(hillslope,terrace,etc.): Floodplain Local relief(concave,convex,none):Concave Slope(%): 1
Subregion(LRR or MLRA): MLRA 136 of LRR P Lat: 35.756781 Lang: -78.61901 Datum: WGS84
Soil Map Unit Name: ChA-Chewacla and Wehadkee soils,0 to 2 percent slopes,frequently flooded NWI classification: N/A
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 Na Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes x No
Wetland Hydrology Present? Yes X No
Remarks: Observed Classifications:
Wetland is part of a larger PFO/PEM community associated with the Cowardin: PFO
Walnut Creek floodplain.
NCWAM: Bottomland Hardwood Forest
Riparian X or Non-Riparian Intensively Managed: No
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indlicatgrs(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) Surface Soil Cracks(86)
x_. Surface Water(A1) _ True Aquatic Plants(814) Sparsely Vegetated Concave Surface(88)
x High Water Table(A2) Hydrogen Sulfide Odor(C1) Drainage Patterns(B10)
x Saturation(A3) Oxidized Rhizospheres on Living Roots(C3) Moss Trim Lines(816)
Water Marks(81) Presence of Reduced iron(C4) Dry-Season Water Table(C2)
Sediment Deposits(B2) Recent Iron Reduction in Tilled Soils(CG) Crayfish Burrows(C8)
Drift Deposits(B3) Whin Muck Surface(C7) — Saturation Visible on Aerial Imagery(C9)
Algal Mat or Crust(84) Other(Explain in Remarks) Stunted or Stressed Plants(D1)
Iron Deposits(85) — Geomorphic Position(D2)
Inundation Visible on Aerial Imagery(67) Shallow Aquitard(03)
Water-Stained Leaves(B9) Microtopographic Relief(D4)
Aquatic Fauna(B13) x FAC-Neutral Test(D5)
Field Observations: ...
Surface Water Present? Yes x No Depth(inches): 0
Water Table Present? Yes X No Depth(inches): 0
Saturation Present? Yes x No Depth(inches): 0 Wetland Hydrology Present? Yes x No
(includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
AECOM has prepared this form using"data-entered"copies of the wetland determination data form in Appendix Din the Regional Supplement to the Corps of Engineers
Wetland Delineation Manual:Eastern Mountains and Piedmont Region,Version 2.0,April 201.7 The resulting data sheet uses the 2018 National Wetland Plant List(v3.4)
and the 7019 Web Soil Survey.
US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2.0

VEGETATION (Five Strata)-Use scientific names of plants. Sampling Paint:wA-WET
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30 ft ) %Cover Species? Status Number of Dominant Species
1.Acer rubrum,Red Maple 5 Yes FAC That Are OBL,FACW,or FAC: 3 (A)
2.Fraxinus pennsylvanica,Green Ash 5 Yes FACW
Total Number of Dominant
3. .. Species Across All Strata: 4 (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: 75.0%
(Ai B)
6-
10 =Total Cover Prevalence Index worksheet:
Total%Cover of: Multiply by:
50%of total cover: 5 20%of total cover: 2
OBL species 90 x 1 = 90 ...
Sapling Stratum (Plot size: 30 ft )
FACW species 25 x 2= 50
1. FAG species 5 x 3-, 15
2 FACU species 5 x 4= 20
3.
UPL species 0 x 5= 0
4. Column Totals: 125 (A) 175 (B)
5.
6. Prevalence Index =B/A• 1.40
0 =Total Cover Hydrophytic Vegetation Indicators:
50%of total Cover: 0 20%of total cover: 0 _ 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30 ft ) x 2-Dominance Test is>50%
1.Ligustrum sinense,Chinese Privet 5 Yes FACU x 3-Prevalence Index is s3.0'
2. - 4-Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
3. Problematic Hydrophytic Vegetation' (Explain)
5.
'Indicators of hydric soil and wetland hydrology must
6. be present,unless disturbed or problematic.
5 Total Cover Definitions of Five Vegetation Strata:
50%of total cover- 2.5 20%of total cover- 1
Tree-Woody plants,excluding woody vines,
Herb Stratum (Plot size: 30 ft ) approximately 20 ft(6 rn)or more in height and 3 in.
1-Persicaria sagittata,Arrow-Leaf Tearthumb 90 Yes OBL (7.6 cm)or larger in diameter at breast height(013H).
2.Carex sop. 10 No FACW Sapling-Woody plants,excluding woody vines,
3.Poaceae spp. 10 No FACW approximately 20 ft(6 m)or more in height and less •
than 3 in.(7.6 cm)DBH.
4.
5- Shrub-,Woody plants,excluding woody vines,
6. approximately 3 to 20 ft(1 to 6 m)in height.
7. _.._. Herb-All herbaceous(non-woody)plants,including
B herbaceous vines,regardless of size,and woody
plants,except woody vines,less than approximately 3
9 ft(1 m)in height.
10.
Woody vine-All woody vines,regardless of height.
11.
110 =Total Cover mm
50%of total cover: 55 20%of total cover: 22
Woody Vine Stratum (Plot size: 30 ft )
1.
2.
3-
4.
5' Hydrophytic
0 - Total Cover Vegetation
50%of total cover: 0 20%of total cover: 0 Present? Yes x No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2-0

SOIL Sampling Point:WA-WET
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' I_oc Texture _..._Remarks
0-4 7.5YR 4/1 80% 5YR 4/6 20% C M Silty loam
4-8 GLEY 1 3N 100% Silty loam
8-12 GLEY 14N 100% Silty loam
'Type: CCrnncentration. D=•Depletirm.RM=Reduced Matrix.MS=Masker!Sand Grains 'Location: P€.=Pore Lining.M-Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils"; •
Histosol(Al) Dark Surface(S7) 2 cm Muck(A10)(MLRA 147)
Histic Epipedon(A2) _ Polyvalue Below Surface(58)(MLRA 147,148) ^ Coast Prairie Redox(A16)
Black Histic(A3) Thin Dark Surface(S9)(MLRA 147,148) • . (MLRA 147,148)
Hydrogen Sulfide(A4) x Loamy Gleyed Matrix(F2) •. •. Piedmont Floodplain Soils(F19)
Stratified Layers(A5) _ Depleted Matrix(F3) (MLRA 136,147)
2 cm Muck(A10)(LRR N) — Redox Dark Surface(16) • Very Shallow Dark Surface(TF12) . .•• .
Depleted Below Dark Surface(All) _ Depleted Dark Surface(F7) _ Other(Explain in Remarks)
Thick Dark Surface(Al2) Redox Depressions(F8)
Sandy Mucky Mineral(S1)(LRR N, iron-Manganese Masses(112)(LRR N,
MLRA 147,148) MLRA 136)
Sandy Gleyed Matrix(54) Umbric Surface(F13)(MLRA 136,122) •Indicators of hydrophytic vegetation and
Sandy Redox(55) Piedmont Floodplain Soils(119)(MLRA 148) wetland hydrology must be present.
Stripped Matrix(56) Red Parent Material(F21)(MLRA 127,147) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
Fill over hydric soils at sewer line 0-10 7.5YR 4/4 Silt Loam 10+7.5YR 5/1 80%2.5YR 4/8 20%Clay.
US Army Corps of Engineers Eastern Mountains and Piedmont--Version 2.0

WETLAND DETERMINATION DATA FORM-Eastern Mountains and Piedmont Region
Project/Site:2017 Aerial Sewer Replacement Project-State Street City/County: Raleigh/Wake Sampling Date:_ 2/7/2022
Applicant/Owner: City of Raleigh State: NC Sampling Point:WA-UPL
Investigator(s): C.Benton,C.Lamb Section,Township, Range:
Landform(hillslope,terrace,etc.): Hillslope Local relief(concave,convex,none):Convex Slope(%): 3
Subregion(LRR or MLRA): MLRA 136 of LRR P Lat: 35.756681 Lang: -78.618971 Datum: WGS84
Soil Map Unit Name:WaE-Wake-Rolesville complex,15 to 25 percent slopes,very rocky NWI classification: N/A
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: Observed Classifications:
Upland data point taken near road embankment toe of slope. Cowardin: N/A
NCWAM:
Riparian or Non-Riparian Intensively Managed:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) Surface Soil Cracks(86)
�_. Surface Water(A1) _ True Aquatic Plants(814) Sparsely Vegetated Concave Surface(88)
High Water Table(A2) Hydrogen Sulfide Odor(C1) Drainage Patterns(B10)
Saturation(A3) Oxidized Rhizospheres on Living Roots(C3) Moss Trim Lines(816)
Water Marks(81) Presence of Reduced iron(C4) Dry-Season Water Table(C2)
Sediment Deposits(B2) Recent Iron Reduction in Tilled Soils(CG) Crayfish Burrows(C8)
Drift Deposits(B3) Whin Muck Surface(C7) — Saturation Visible on Aerial Imagery(CS)
Algal Mat or Crust(84) Other(Explain in Remarks) Stunted or Stressed Plants(D1)
Iron Deposits(85) — Geomorphic Position(D2)
Inundation Visible on Aerial Imagery(67) Shallow Aquitard(03)
Water-Stained Leaves(B9) Microtopographic Relief(D4)
Aquatic Fauna(B13) FAC-Neutral Test(D5)
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:
AECOM has prepared this form using"data-entered"copies of the wetland determination data form in Appendix Din the Regional Supplement to the Corps of Engineers
Wetland Delineation Manual:Eastern Mountains and Piedmont Region,Version 2.0,April 201.7 The resulting data sheet uses the 2018 National Wetland Plant List(v3.4)
and the 7019 Web Soil Survey.
US Army Corps of Engineers Eastern Mountains and Piedmont—Version 2.0

VEGETATION (Five Strata)—Use scientific names of plants. Sampling Point:wA-UPL
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30 ft ) %Cover Species? Status Number of Dominant Species
1.Acer rubrum,Red Maple 20 Yes FAC That Are OBL,FACW,or FAC: 4 (A)
2.Ulmus americana,American Elm 10 Yes FACW Total Number of Dominant
3• — Species Across All Strata: 6 (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: 66.7%
{A1B}
6.
30 =Total Cover Prevalence index worksheet:
Total%Cover of: Multiply by:
50%of total cover: 15 20%of total cover: 6
OBL species 0 x 1 = 0 ...
Sapling Stratum (Piot size: 30 ft )
FACW species 10 x 2= 20
1.Acer rubrum,Red Maple 10 Yes FAC FAC species 40 x 3 12p
2 FACU species 25 x 4= 100
3.
UPL species 0 x 5= 0
4. Column Totals: 75 (A) 240 (8)
5.
6. Prevalence Index =f3/A• 3.20
10 =Total Cover Hydrophytic Vegetation Indicators:
50%of total cover: 5 20%of total cover: 2 _ 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30 ft ) x 2-Dominance Test is>50%
1.Ligustrum sinense,Chinese Privet 20 Yes FACU 3-Prevalence Index is s3,0'
2 — 4-Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
3. Problematic Hydrophytic Vegetation' (Explain)
5.
'Indicators of hydric soil and wetland hydrology must
6, be present,unless disturbed or problematic.
20 .Total Cover Definitions of Five Vegetation Strata:
50%of total cover- 10 20%of total cover- 4
Tree-Woody plants,excluding woody vines,
Herb Stratum (Plot size: 30 ft ) approximately 20 ft(6 rn)or more in height and 3 in.
1 (7.6 cm)or larger in diameter at breast height(013H).
2. Sapling-Woody plants,excluding woody vines,
3. approximately 20 ft(6 m)or more in height and less •
than 3 in.(7.6 cm)DBH.
4.
5- Shrub W Woody plants,excluding woody vines,
6 approximately 3 to 20 ft(1 to 6 m)in height.
7. _.._. Herb--All herbaceous(non-woody)plants,including
B herbaceous vines,regardless of size,and woody
plants,except woody vines,less than approximately 3
9, ft(1 m)in height.
10.
Woody vine-All woody vines,regardless of height.
11.
0 =Total Cover mm
50%of total cover: 0 20%of total cover: 0
Woody Vine Stratum (Plot size: 30 ft )
1.Smilax rotundifolia,Horsebrier 10 Yes FAC
2.Lonicera japonica,JaRanese..Honeysuckle 5 _ Yes FACU
3-
4.
5' Hydrophytic
15 Total Cover Vegetation
50%of total cover: 7.5 20%of total cover: 3 Present? Yes x No
Remarks: (Include photo numbers here or on a separate sheet.)
Sparce herbaceous layer
US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2-0

SOIL Sampling Point:WA-UPL
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' l_oc Texture _..._Remarks
0-3 7.5YR 3/4 100% Sandy loam
3-12 7.5YR 4/4 100% Sandy loam
'Type: CConcentration. D=•Depletinn.RM=Reduced Matrix.MS=Masker!Sand Grains 'Location: PL=Pore Lining.M-Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric SoiIs3. •
Histosol(Al) Dark Surface(S7) 2 cm Muck(AID)(MLRA 147)
Histic Epipedon(A2) _ Polyvalue Below Surface(58)(MLRA 147,148) ^ Coast Prairie Redox(A16)
Black Histic(A3) Thin Dark Surface(S9)(MLRA 147,148) • . (MLRA 147,148)
Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) •. •. Piedmont Floodplain Soils(F19)
Stratified Layers(A5) _ Depleted Matrix(F3) (MLRA 136,147)
2 cm Muck(A10)(LRR N) — Redox Dark Surface(16) • Very Shallow Dark Surface(TF12) . .•• .
Depleted Below Dark Surface(All) _ Depleted Dark Surface(F7) _ Other(Explain in Remarks)
Thick Dark Surface(Al2) Redox Depressions(F8)
Sandy Mucky Mineral(S1)(LRR N, iron-Manganese Masses(112)(LRR N,
MLRA 147,148) MLRA 136)
Sandy Greyed Matrix(54) Umbric Surface(F13)(MLRA 136,122) •Indicators of hydrophytic vegetation and
Sandy Redox(55) Piedmont Floodplain Soils(119)(MLRA 148) wetland hydrology must be present,
Stripped Matrix(56) Red Parent Material(F21)(MLRA 127,147) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No x
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont--Version 2.0

Appendix C
Representative Photographs

Client: City of Raleigh _
Project:State Street Aerial Sanitary Sewer Replacement PHOTOGRAPH LOG
Photo
Date: , + .. T+=. nil �� TM I . ; "'<',.
. ,
ID: 02/03/2022 c' = . • ' +� p��+• r i ' � .: � .,-,-jr ,#F+ • `''
fiF! r 1 1. •ti ti .. 1. . ')6} 4' •
7" —_—•• F a y .Feature: A _ _�. •;_ •t _yam
Stream SD ' 1. •• 4' .•:r :rd•: r - ¢:
fFw fL r� • 't• • T• 1• +'Y,��]�qy�. 1•�� + trF.��• }
1 ''.4• • ` •
.. r _ a"* — r• LyJ, S Y '.N k+ r 3 v�l•-
Direction: �' - • Lt. L '
Northeast =..`�: • • +fit .. • - �� y * % •.' 1} ;Piz-'i
Description: in•- 1~ • - •- - • • L';'L •.'� ;
c •.. .1.
View looking at - • ��
•
4
Stream SD and the yY�Fti • • ,
•
western portion of . •r '- - . Il `- . : v. ; ;
the sewer line _ :r r : .t �.', .y� . t • . ...
easement study ? . - • ' ' . 1 . 04,• _ -
area near State : _ I•f { •'.• ': •• iii • '�• �* • `r.
Street. I. ' r •,.
• • Y� ..f ` •!. . •-,
•
Photo
Date: ry
• } •,F jI ?VV. _r
�2 02/03/2022 -,• - I r a••• '1<
F• 4 •
•
}, f ' 1 F
Feature: • Y.. y5:
• • � �•Stream SD ' } y �► :L :dam:_..+
Direction: �' `•_• - '" ;�. .
Southwest -
L. 'T�RTf`•••
Description:
View looking at • ' ' : �`r- _'f'
-
Stream SD and the . . i t - . - .
western portion of r .• - - ...
the sewer line .., ' •
easement study 4 •
72 area near State ° .te - _
• • -~ .
Street. ' - • • •' -
a 'r f L
ii r a
1•

Client: City of Raleigh
Project:State Street Aerial Sanitary Sewer Replacement PHOTOGRAPH LOG
Photo
ID: Date: { .F' ti .; .w.
3 02/03/2022 :• " _' =L�, } �M • * •
: Jr ''
.. -4::.‘71;- . .IL-2.::. --.. ,::viitio. 1. 44.. 94.1. . • .•:.„....t•ile: ...;•;"•F, . ."es" i.:.i.
ofr
Feature: � ,{ �T pi...• k - - . .• •
Stream SD . .# "t' fi ti :.
. ...IV . Ati..ic,• Y 44.401,.... At. . '7-% •5,4 ..r!:::.. ..-j- I ... , .,.,. .
•
•
Direction: ., ,, 7 ... 'x•, _ L. ..�.•k ...E.,;-_,;•:,..
South . . _
Description: -: w�
View looking at - — • . i #.,r •fi. _ ;.
Stream SD near .".-i•L+ • _' •} '`ice.- �. . •
. ."'We'
Y .
State Street.The
stream originates • i � # ._-_
from a large culvert •
', y. t •�
under 1-40. fii f
.,, i }` : i -
•
i '
Photo
Date: ty ;,: ,F • • 4• • ' .
02/03/20226. - ;
4 i r. .I.! •. ti•
s.
0.4
•
Feature y.: y .. M1}' 4_ •-..;*
Stream SD • ", .,.• : " , . . . . Mk
•
Direction: . • �
North • •
• "f / - - . . ''' •
;�
-r <
I % •
Description: - - - : Y, -
View looking at •• t v - �� � '
Stream SD near - . , • • . rx• ��. --- _ :� -
State Street.The - . .1 - . • . -k •
stream drains to
Walnut Creek. • .S• - .� . �•,�, • `.i
_• _
4
l• '.

Client: City of Raleigh
Project:State Street Aerial Sanitary Sewer Replacement PHOTOGRAPH LOG
Photo
ID: Date: 1.'� r.. • is r•�.• i i:I .. •
02/03/2022 "�` =+� �' ' +?
• • ''....11 • ' .•• 1411 'r. ty 45.
4oa
1. !' r * ' •i• .: i•1 r •fie•+f P_ 11.
Feature: .. "x;,•i I3:t; , r +. ..' n , + �,; .
Wetland WA .
•
Direction: '
�A • .
Southwest '>
•
Description: + .,- -t•• ' '' ' '
•
View looking - , f ;}' r. ' _'
5 ' S jnK 3 L. +
ter, ••{� r• •'}L -
portion of the sewer «, .� ` -- '. • . • ' _.-, `:.• :='_ R' :vas'{' ::,' `•-• }; ..:..N
line easement that ::+ • . • :x•
runs parallel to I-40. 1 1+ ` ' - . - _ _ •
Wetlands extend to - =8; `i = •
,� r •*; -.fit r . . .
4- l �- -- �;r -
•
the road # - ++ . - :} . _. -r =_-, 1:--.;.y_ +..o, 'r
•- _
embankment toe- - ' ., --•�._-'_ - - __ . •• . .. ti ' ' - -..!:Ali,:!.._
of slope. .. '� , .3 =.� _•• :.. {
Photo
Date: _ • •.
ID: 02/03/2022 �;'
., •
# JJ .
+• +�.*'• :4 .. i- +..1i
Feature: r• •JF• 41. h. .•. �.,, •F0 iry t . .. -' . F • .
•
Wetland WA !I < - ¢''r 3_
M •r •� r.
Direction: ' •'..,F+''•.
Northeast
Description: .• . _ _. • . • .
•
View looking `.. � k v } ' ... ' . .
portion of the sewer • , ,rr�: r.� hF -F � • - - - . ,P.,;
line easement that _ r ` •�}.�La,``'.• - }
runs parallel to 1-40. -µ l; ;ti ... ...L L Y _.,.".T �.,
Wetlands extend to r �. :ti 1L+?y�' } :•:�`r:'L 4s�+14 ..tiM} *_ 'L __ti:•+
."yi -•'.i i' }r#'_` �•�kLr+=•ti .r•_ • �rio-.FrF •�••T•'.- : _' ` . , ..� .•.
the road f{. �. { mow; •: ; -' ,.,,. •
embankment toe- ;ram rat r.. Y ' is ' ¢• k--; : • !,.: - + R .
of-slope. :;.. �.. ::rt •' . ,-=`: ,_:�... -..

Client: City of Raleigh
Project:State Street Aerial Sanitary Sewer Replacement PHOTOGRAPH LOG
Photo
Date: 5; L t • -. --T -:. - r1. ;a ID: .k', ., L 1 i '� �.I', .' • k
02/03/2022 :ti •; r 4 l r
i�•k"f'• L i
II ". 'M1 lye•.', •
.1•' i.• ' F k' y r .
Feature: Y. .: � }. i+,� L:. •• • I� {: P.'
•
Wetland WA �,, ti,.' *':: .a.,
WA-WET data point
•
•
Direction:
North •
• • .. 't . ,
�{-_• . • ..,•
Description
View looking aerial • ' T-_
sewer line as it • r•• , . - -._ •:� .. . •- •• - _;:f y_ ,, .}i_.�. . y _+ . •
extends north
toward Walnut
Creek and the area s' -••_; • -
near the wetland .. - - .- •
Fry . • • " ��_
determination data "
point. • •- •• •
y
•
Photo
Date: �.-- }
02/03/2022 '{.' F 3?�� + - 1 fF.
8 • L M1 ,4 y Y fps#` �
r
erft
Feature: i •, a. r . --• •i . . r '•� 'h'.pp
Wetland WA `�� c. - i 4`. .`. :'ram'�' . ``` �
ti. ti -
WA WET data point _ ..A.: . I • •A-a,�--- +1,_ x 0. a i{ `
'1 }
i, ,: . • 4: sue' : ' h.•r + { -:wF r �vf .•1]�
Direction: • �_.• * ,, r �L•' -
tr 4-.-.., L:
N/A iI L h
L y Li - l y
UJI
•
Description: •' - : -•• . i. -. . i �'
View looking at . , ,. -•} ,► titom '� st v.i••
`
y
hydric soils at •
air4-,; - . . • -�•• y _,'•• ~ F i
wetland data �. w �� � -:��,�� + ' �• ;. � •� ���
determination •11 r rL. cit. . 14110 , � +ti-' +
point. r '� . � L � " -rt - .'T• + .s i7, •.'{

Client: City of Raleigh
Project:State Street Aerial Sanitary Sewer Replacement PHOTOGRAPH LOG
Photo
Date: •
ID: • • �
02/03/2022 F..,
Feature: , �k��e• -.•* • �! 0
Wetland WA •
Direction: '.
South
Description: _ • i r
View looking ate _ s
wetland and aerial .�r - .
sewer line. - -••- •
• •is -- -- : � L‘S • ` ,ram�_`• .-
;Ti
•
Photo
ID: Date: ' �3+4� r►�" j
10 02/03/2022 * F ,2..•
�f
F'�R*•~ - its
r,. � lr Lilt a `' .`_ T.i 'Fi A .1
ijf
ii. oil
lit:t F
.16 1"111111:a I I. #1 ii 4.4....,..:.1..1! •' '..; :- •
Feature: �; „i�ra .� .•+i
Wetland WA r.�•;i - _ "— -• •�, • �
1. _ _-r,�- -; V.
Direction: . _ __ _ 4
.I. .0 . . — -ar.:%•_- 11.**
Description: �:,�. ,�.6+ . _ - '�_`. .i'; I { F }. ,.
View looking at I. , d_ , . . . - . • r!' - . w., , �
hydric soils within I: II. •'�� I . ' F - 'le .,.• All
area immediately -. + m• ;C40 - - •'Tf.y
•
.�adjacent to the ‘111114. —� - • { .� �` , - '•;• * '
aerial sewer line. ".•'.• ,, r rIt .� * 6.;
The top eight to 12 R.r f # ifP _ Ilia.'
inches are covered e- , -+i� -S.v.: ......1...., rC `` 'lrl `,
with fill/alluvial y �I. IP . 1 '6'' . J,
�� ..ti. -/g lib g; . ., _ � _.
soils, but are bbir t • ellite +. . ; . ` ;,�
underlain by hydric y_*►. M ', y + - ; f
soils.

Client: City of Raleigh
Project:State Street Aerial Sanitary Sewer Replacement PHOTOGRAPH LOG
Photo
Date:ID: yk " t° 1 �" ' r' �.t ' •' w
02/03/2022 I.M1�. f,rI '�+ yL A ' •1 r , •f . ••t.{� • n
11 t. 5' r Y:
AP . ' ' , ..•. ,• • , ,4, , '
ill
�.L.� .Ir :::' ' .+'t { ¢ �•L f I r 'f,
Feature: ; ' � !r t�t T ,
„ •
Stream SB 5 r t - L` $_i_ ; k -��``
Direction: :y: =v, r ,f ... > . ..•East 1
}{. `
Description: f
View looking UT to ,T v
Walnut Creek. .. . .
4....•..5.; a . II . frijg•t.' • . ••••••'2.•'r.:,: .. . ' '-.-' _,
•
,. •• #'�
Photo
.. L .i 5 - L . { rr 1
ID: Date: , •' .. 7 • , •.
02/03/2022 ,7. , 1 r.,; L.` if; i.:'! nl 'r 4 r:� : •'}.
T; '�'t—y� y.�L :k •�•$ I ti�:.1 1...••••• •'::: 0:: '1;., l'ilr•. ..!Vs... ....NliAliiii I � '��� 1� I '7• dry' � }il
F+ �
1 1 ' r
f t
I
Feature: . • t• .,r . ;Y it•
„
Stream SB v 4'r "' F
_ v :.a:
•
Direction: �., _ •.:4 a..,4: * . • :.- • .'
West • , ? •t R Y .l f•':, r s
•
•
ice...—__. �' -
Description: 1> > i +'• '• 4
View looking UT to + � , . L`,
Walnut Creek. 1 . _._ ._�- . x : .
•
'ter •-` �=*1�f_,�
5 LL•

Client: City of Raleigh
Project:State Street Aerial Sanitary Sewer Replacement PHOTOGRAPH LOG
Photo
Date: „ •.. x, �' f` ?` r.> F I
13 02/03/2022 ;;#'.t.3 �'� F, • ,• `{ `L• N 7}• 1 ' r1
•
..•• � .,'yi 5 - - ail '
•
Feature: ."i' •..: •
Walnut Creek SA . • : •'• ••:
ri • _
r
Direction:
East
Description: --
View looking at _ -=�_ .',
aerial sewer line •
_- . _ .--Y: .
crossing of Walnut p.
Creek. I '.
. • ; -•
Photo
Date:
ID: 02/03/2022 • ' •
14
Feature:
Stream SC
Direction:
East •
•
Description:
View looking at UT •"
to Walnut Creek • .
near the greenway. '• ". ' - .. - tis , ;.
f i
Lek • • ��1. v �
y M1?. Vi .' l *�,
'M1 l $

Client: City of Raleigh
Project: State Street Aerial Sanitary Sewer Replacement PHOTOGRAPH LOG
Photo
Date: 4 •ID: :. .
15 02/03/2022 • to 1 'r
.fir. -
Feature: ' , •
Stream SC -•...•• •
i ce.' . ••_ t
' ;' , - ' . . . •
I
Direction. ' •' T � r �T {` -
• • •,il'../ / - F:
s
West = , . • , �r.
Description: • - -• '•r.•
M1
View looking at UT F'L y '. ki • • - • ••
/ ;_
•
to Walnut Creek ' : k • • i
near the greenway. • . M � ;
ty fir x - . „
L + ` _ F
y K
•
a Lit:An Ili
. ..
,,
._: •. I/.
.x
Photo
ID: Date: : • plc ..- ..• .
16 02/03/2022 It F F , M1 ' i 0 ` I
il ;.:f' ° i I 4' ' .. 1I
_ `f w li v 1+�
r yL
iiii.
g• -fii 14"1
Feature: • •. ..... - . ' '1
?•
Upland woods +� _. f '-
+ t.�:- •
Direction: >' '
1 I Y W
North '�`� � - :•1I •+'1 f
Description: : t ..._ . .r ,.-- . _w = • 5x::% 1: :'1:-: . - ..
View looking at the --: :•'- :}
Walnut CreekJ .
greenway path and •' =- '. : -.f . •_k.r*'',' —;:..• • ry;i. x,.: • • •
•
adjacent upland - 'rr,�wr. , , •,. • • Y• �' • - -'
woods near the F '�: _: . x. �..* .. - .. - -
y �• _ � . _
northern portion of �. - �•
y.
the study area. =s. •
- • -t ..ate=. _' . - x "L
r