20200933 Ver 1_Riparian Buffer Authorization_20200721

Kimley>»Horn
May 18, 2020
Mr. Lyle Phillips
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Mr. Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
RE: Bloodworth Street Sewer
No Permit Required Concurrence Request and Riparian Buffer Authorization Request
Raleigh, Wake County, North Carolina
Dear Mr. Phillips and Mr. Wojoski,
On behalf of our client, the City of Raleigh — Raleigh Water, Kimley-Horn is submitting a No Permit
Required Concurrence Request package and a Neuse River Basin Riparian Buffer Authorization
Request for the above referenced project in Raleigh, Wake County. The project proposes to improve
the existing, aging, and undersized sanitary sewer line to accommodate existing and anticipated
demand while reducing risk of overflows and failures. The proposed sanitary sewer line and
easement will begin at E South Street and travel south along Bloodworth Street, turn west along
Cape Avenue, and travel through John Chavis Memorial Park (Chavis Park) and the Chavis Park
Conservation Easement before tying to the existing sewer at Martin Luther King, Jr. Blvd. in southeast
Raleigh (Figure 1). The project proposes to construct approximately 2,010 linear feet of 8- to 24-inch
sanitary gravity sewer owned and maintained by the City of Raleigh.
Kimley-Horn staff delineated the project study area (approximately 2.2 acres) on February 18, 2019
and identified 2 streams (Stream S2 and Chavis Branch). A Preliminary Jurisdictional Determination
request is being submitted as part of this package.
I. PROJECT PURPOSE
The Bloodworth Sewer conveys a substantial amount of the downtown Raleigh sewer flows. The
existing sewer is in poor condition and is undersized. The purpose of the proposed project is to
upsize the aging, undersized sewer line to account for a growing downtown and to relocate the
existing sanitary sewer away from environmental features to prevent future sewer failures and
overflows while providing a more serviceable sewer line to support a rapidly growing urban area. The
project consists of constructing approximately 393 linear feet of a 24" gravity sewer, 1,545 linear feet

Kimley>>> Horn Page 2
of 16" gravity sewer, 32 linear feet of 12" gravity sewer, and 41 linear feet of 8" gravity sewer owned
and maintained by the City of Raleigh. The proposed infrastructure construction will take place within
the City of Raleigh sewer easement (to be acquired) and temporary construction easements.
Construction equipment typical of underground utility projects will be utilized including bulldozers,
excavators, graders, cranes, dump trucks, concrete trucks, and pavers.
There are no anticipated additional or future projects associated with the proposed project.
II. IRT COORDINATION: CHAVIS PARK CONSERVATION EASEMENT
Chavis Park is a City of Raleigh Park located in southeast Raleigh on land owned by both the State of
North Carolina and the City of Raleigh. In 2002, the City of Raleigh granted the State of North
Carolina the Chavis Park Conservation Easement (Conservation Easement) along Chavis Branch
and an UT to Chavis Branch as part of the former Wetlands Restoration Program/Ecosystem
Enhancement Program (EEP) administered through the NC Department of Environment and Natural
Resources (EEP Project # 87), now the NC Division of Mitigation Services (NCDMS). The
Conservation Easement was tied to the Chavis Park mitigation site, which provided the State with
both stream and riparian buffer credits in the Neuse River Basin. The Conservation Easement is
currently bisected by the existing sanitary sewer line and associated maintenance easement which is
located on-line with a City greenway trail and pedestrian bridge. The proposed project would
perpendicularly cross a portion of the Conservation Easement outside of the existing sanitary sewer
maintenance easement.
Kimley-Horn and the City of Raleigh held a meeting with Ed Hajnos, the NC Department of
Environmental Quality (NCDEQ) Stewardship Program Coordinator, on April 24, 2019 to initiate the
Conservation Easement modification process and to discuss the purpose and need of the proposed
project, the project alternatives, including the preferred alternative, avoidance and minimization, and
the documentation required to request approval for the modification to the Chavis Park Conservation
Easement. Additionally, Kimley-Horn and the City of Raleigh attended an Interagency Review Team
(IRT) meeting on August 13, 2019 to introduce the proposed Conservation Easement modification
and conducted a field walk with the IRT in January 2020 to review the proposed project. Following
these meetings, a Conservation Easement Impact Request package was prepared and is currently
pending approval from NCDEQ Stewardship and the IRT (attached).
A. PROPOSED IMPACTS TO THE CONSERVATION EASEMENT
The proposed project will result in impacts to a portion of the Conservation Easement. Permanent
impacts will result from the conversion of the conservation easement to an approximately 10-foot
wide sanitary sewer maintenance easement with an additional 5-foot wide temporary construction
easement. The conversion will result in 1,960 square feet of permanent impacts and 663 square
feet of temporary impacts to the Conservation Easement. In addition, approximately 2,282 square
feet of existing sewer easement within the Conservation Easement will be abandoned, preventing
future impacts to this corridor for ongoing maintenance and operation of the utility. Additional

Kimley>»Horn
Page 3
information, including detailed impact quantities and locations are included in the attached
Conservation Easement Impact document.
B. PROPOSED IMPACTS TO MITIGATION ASSETS
The proposed project will result in impacts to the mitigation assets protected by the Conservation
Easement. The project will result in approximately 1,353 square feet of permanent impact and
568 square feet of temporary impact to previously released riparian buffer credits within the
Conservation Easement. Additionally, the loss of these riparian buffer credit assets will result in
indirect impacts to 19 LF of previously released stream credits along the UT to Chavis Branch.
Additional information, including detailed impact quantities and locations, are included in the
attached Conservation Easement Impact document.
III. PROPOSED IMPACTS
No jurisdictional stream or wetland impacts will result from the proposed project. To avoid stream
impacts, the proposed sewer line is designed to cross the stream aerially and the two required
support bents will be placed outside of the top of bank. Additionally, no in -stream work is proposed for
the utility line construction and the aerial crossing will not restrict normal baseflow of the stream or
prevent movement of aquatic species.
The project is located in the Neuse River Basin (United States Geological Survey (USGS) Hydrologic
Unit Code [HUC] 03020201). Water resources were investigated within the project study area plus the
area 50' outside of the project boundary to account for any regulated Neuse River Riparian Buffers.
Two jurisdictional streams subject to Neuse River Basin Riparian Buffer Rules were identified in or
within 50' of the project study area (Figure 3).
The proposed utility line construction will result in unavoidable impacts to the Neuse River riparian
buffer zones associated with Chavis Branch and an UT to Chavis Branch (Stream S2). Impacts to the
riparian buffer zones are located both within and outside of the Conservation Easement. The project
will result in 894 square feet of permanent impact and 301 square feet of temporary impact to Neuse
River Basin Buffer Zone 1, and 1,147 square feet of permanent impact and 204 square feet of
temporary impact to Neuse River Basin Buffer Zone 2 (Figure 6.0-6.2). Additional information,
including detailed impact quantities and locations, are included in the attached Neuse River Basin
Riparian Buffer Authorization request.
IV. PROPOSED MITIGATION CREDITS
It is anticipated that the riparian buffer impacts will be deemed "Allowable" and require no
compensatory mitigation per the Neuse River Basin Riparian Buffer Rules — Table of Uses (15A
NCAC 02B .0233) as a perpendicular non -electric utility line crossing.
Based on discussions with the IRT during the August 13, 2019 and January 20, 2020 meetings, the
proposed modification to the conservation easement and previously released mitigation assets will

Kimley>»Horn
Page 4
require the City of Raleigh to provide replacement credits for losses to stream and riparian buffer
mitigation assets. According to discussions in the field on January 20, 2020 and follow up
conversations with NCDWR, the City of Raleigh is proposing a replacement ratio of 3:1 for impacts to
stream assets and riparian buffer assets. Mitigation will be secured by the City as part of the
Conservation Easement modification process currently underway with the NCDEQ Stewardship
Program Coordinator and prior to any project construction activities.
To assist with the processing of this concurrence request and buffer authorization, the following
information is included:
• Signed Agent Authorization Form
• Figures
• Buffer Impact Drawings
• Preliminary Jurisdictional Determination Request
• Neuse River Basin Riparian Buffer Authorization Request
• Conservation Easement Take Proposal
• Plan Sheets
If there is any additional information you need to assist in the processing of this No Permit Required
Concurrence Request and Buffer Authorization Request, please do not hesitate to contact me at
[phone] or [e-mail].
Sincerely,
Kimley-Horn and Associates, Inc.
Jason Hartshorn, PWS
Environmental Scientist
CC: Todd Tugwell, USACE
Katie Merritt, NCDWR
Stephanie Goss, NCDWR
Ed Hajnos, NCDEQ Stewardship Program

AGENT AUTHORIZATION FORM
Name: Janeen Goodwin, P.E.
Address: One Exchange Plaza, Suite 620, Raleigh, NC 27601
Phone: [phone]
Project Name/Description: Bloodworth Street Sewer
Date: 5/6/2020
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. Lyle Phillips
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh - Public Utilities Department hereby designates and authorizes Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing
Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certification applications,
Neuse River Basin Riparian Buffer Determinations, and Neuse River Basin Riparian Buffer
Authorizations, and to furnish upon request supplemental information in support of applications, etc.
from this day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized easement holder of the property/properties identified
herein, do 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 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.
Authorized this the 6th day of May 2020
Janeen Goodwin 7aiiw Goo&lw
Print Responsible Party's Name Responsible Party's Signature
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

Figures

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*`I; Figure 1: Vicinity Map
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, Bloodworth Street Sewer
' Raleigh, Wake County, NC
Raleigh May 2020

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Figure 2: USGS Topographic Map
�af0 Bloodworth Street Sewer
��► Raleigh, Wake County, NC
Raleigh May 2020

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Figure 3: Jurisdictional Features Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
May 2020

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Figure 4: NRCS Soil Survey Map
Bloodworth Street Sewer
►�• Raleigh, Wake County, NC
Raleigh May 2020

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- Project Study Area
0 200 400
Feet �:'63Adjacent Property Parcels
,��+ Figure 5: Adjacent Property Parcels Map
Aayf0 Bloodworth Street Sewer
��• Raleigh, Wake County, NC
Raleigh May 2020

MAP ID
PIN NUMBER
OWNER NAME
OWNER ADDRESS
ADDRESS 2
ADDRESS 3
0
1703855355
LESTER, MICHAEL L
814 S BLOODWORTH ST
RALEIGH NC 27601-2304
1
1703857523
PETERSON, CONNIE L
1105 S PERSON ST
RALEIGH NC 27601-2650
2
1703857425
NELSON, MICHELE T WILLIAMS, MELVIN W
4120 WILLOW OAK RD
RALEIGH NC 27604-4729
3
1703951166
ALCORN, SAMANTHA
614 DOROTHEA DR
RALEIGH NC 27603-2102
4
1703951128
LEGACY LAKES 253, LLC
60 ROBERTS DR
NORTH ADAMS MA 01247-3254
5
1703855873
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
6
1703857963
STEWART, ANDREW M STEWART, DANIELLE G
711 S BLOODWORTH ST
RALEIGH NC 27601-2301
7
1703855769
ECKERSON, BRENNA R
716 S BLOODWORTH ST
RALEIGH NC 27601-2302
8
17038SS877
CITY OF RALEIGH
HOUSING & NEIGHBORHOODS
PO BOX 590
RALEIGH NC 27602-0590
9
1703857725
SAMIH T & REBECCA A YEHIA RVCBLE TRUST THE YEHIA, SAMIH T TRUSTEE
2428 SUNNYSTONE WAY
RALEIGH NC 27613-6082
10
17038SS970
ORAS, ELISE M
708 S BLOODWORTH ST
RALEIGH NC 27601-2302
11
1703859383
CARRINGTON, ANNIE
815 S EAST ST
RALEIGH NC 27601-2424
12
1703867032
KELLY, JAMES FREDRICK III
701 S BLOODWORTH ST
RALEIGH NC 27601-2301
13
1703857937
HARRINGTON, EDDIE LEE
705 S BLOODWORTH ST
RALEIGH NC 27601-2301
14
1703857882
BUFFALOS, ARTHUR
719 S BLOODWORTH ST
RALEIGH NC 27601-2301
15
1703857638
ELECZKO, JAMES M ELECZKO, STACY B
725 S BLOODWORTH ST
RALEIGH NC 27601-2301
16
1703943897
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335
17
1703953318
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1703857634
DILLON, MARK K DILLON, BRIANNA N
729 S BLOODWORTH ST
RALEIGH NC 27601-2301
19
1703857867
CONTRE, EVELYN CONTRE, KEITH
715 S BLOODWORTH ST
RALEIGH NC 27601-2301
20
1703951327
EQUITY TRUST COMPANY /CUSTODIAN JULIE MANLY IRA
106 N EAST ST
RALEIGH NC 27601-1112
21
1703950343
WHITAKER, DOROTHY MAE
3109 ROCK QUARRY RD
RALEIGH NC 27610-5111
22
1703865094
BULLOCK, HELEN BROWN
700 S BLOODWORTH ST
RALEIGH NC 27601-2302
23
1703857420
PERRY, WARREN M
3229 EDGEMONT RD
WENDELL NC 27591-8290
24
1703857149
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
25
1703858333
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
26
1703858245
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
27
1703855496
WIGGINS, THOMAS WIGGINS, DIANE DAVIS
405 BOURNEMOUTH LN
GARNER NC 27529-4652
28
1703855675
GASTON, SCOTT M
728 S BLOODWORTH ST
RALEIGH NC 27601-2302
29
1703855774
BORMANN, JENNY L
718 S BLOODWORTH ST
RALEIGH NC 27601-2302
30
1703855770
SMITH, CAROL Y
724 S BLOODWORTH ST
RALEIGH NC 27601-2302
31
1703855661
BRADHAM, FRANK WALKER
732 S BLOODWORTH ST
RALEIGH NC 27601-2302
32
1703855975
MCGEE, ROBERT J
704 S BLOODWORTH ST
RALEIGH NC 27601-2302
33
1703855999
STEFFY, BRIAN MICHAEL
702 S BLOODWORTH ST
RALEIGH NC 27601-2302
34
17039SO085
DUKE ENERGY PROGRESS INC
TAX DEPT - DEC41B
550 S TRYON ST
CHARLOTTE NC 28202-4200
35
1703952099
1 NORTH CAROLINA STATE OF
ISTATE PROPERTY OFFICE
1116 W JONES ST
RALEIGH NC 27603-1335

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• Legend
^- Jurisdictional Streams
Buffer Zone 1 - Permanent Impacts �.
Buffer Zone 1 - Temporary Impacts 4.
Buffer Zone 2 - Permanent Impacts `
Buffer Zone 2 - Temporary Impacts `
4�
Neuse River Buffer Zone 1
Neuse River Buffer Zone 2 i
Existing Sanitary Sewer Easement
Project Study Area ' .' : �'- 0 200 400
Feet
A,.0+ Figure 6.0: Impact Drawings Index Map
�,F� Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

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1 0 40 80
Feet
Legend
-,%-- Jurisdictional Streams
Buffer Zone 1 - Permanent Impacts
Buffer Zone 1 - Temporary Impacts
Buffer Zone 2 - Permanent Impacts
Buffer Zone 2 - Temporary Impacts
Neuse River Buffer Zone 1
Neuse River Buffer Zone 2
Existing Sanitary Sewer Easement
Project Study Area
Figure 6.1: Impact Drawings, SITE 1
Bloodworth Street Sewer
Raleigh, Wake County, NC
May 2020

SITE 2:
sf Utility Line Construction/Easement f i
BZ1 Impacts = 894 SF (Permanent)
BZ2 Impacts = 740 SF (Permanent)
f f f ti BZ1 Impacts = 301 SF (Temporary)
BZ2 Impacts = 204 SF (Temporary)
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(UT to'Chavis Branch) ON
—
rf f; / -% - Jurisdictional Streams
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Buffer Zone 1 - Temporary Impacts
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Buffer Zone 2 - Permanent Impacts
Buffer Zone 2 - Temporary Impacts
ti. Z . U 1 f f srq N
Neuse River Buffer Zone 1
Q
£ ❑� 'y �� Neuse River Buffer Zone 2
00
1� 1(1l 1 V Z Existing Sanitary Sewer Easement
0
0 40 8 r r Project Study Area
I
00
Figure 6.2: Impact Drawings, SITE 2
�� Bloodworth Street Sewer
1 ► Raleigh, Wake County, NC
Raleigh May 2020

Preliminary Jurisdictional
Determination Request
Package

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/Re2ul�ryPermitProaram/Contact/CoLi Locator.aWx,
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
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
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: N/A (Linear Utilities Project
City, State: Raleigh, North Carolina
County: Wake County
Parcel Index Number(s) (PIN): N/A
B. REQUESTOR INFORMATION
Name: Kimley-Horn; ATTN: William Sullivan
Mailing Address: 421 Fayetteville Street, Suite 600
Raleigh, NC 27601
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: City of Raleigh — Utility Easement; ATTN:Janeen Goodwin, P.E.
Mailing Address: One Exchange Plaza, Suite 620
Raleigh, NC 27601
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
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. 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.
William Sullivan
Print Name
Capacity: ❑ Owner Z Authorized Agent'
05/12/2020
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ 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.
✓❑ I intend to construct/develop a projector 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 projector 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❑ 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:
For NCDOT requests following the current NCDOT/USAGE protocols, skip to Part E.
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 2.2 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:
35.768749
Longitude:-78.631161
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. hM2://www.saw.usace.army.mil/Missions/Re�-yulatoly-Permit-
Pro 2ram/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
zAerial Photograph
z 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/regulatory/re2docs/JD/RGL 08-02 Ann A Prelim JD Form fillable.pdf
' Please see hM2://www.saw.usace.army.mil/Missions/Re2ulatory-Permit-Proaam/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 federaljurisdictionunder 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:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: william Sullivan; 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
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 County City: Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.768749 Long.:-78.631161
Universal Transverse Mercator: 17
Name of nearest waterbody: ChaviS Branch
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
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Stream
S2
35.768706
-78.631319
30 LF
Non -Wetland
Section 404

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items 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:
❑E Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑E 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:
1:24,000 / Raleigh West
0 Natural Resources Conservation Service Soil Survey. Citation: Wake County (1970)
❑ 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: 0 Aerial (Name & Date): NC Orthoimagery (2018)
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
Regulatory staff member
completing PJD
r1AA- 4A-�
Signature and date of
person requesting 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.

AGENT AUTHORIZATION FORM
Name: Janeen Goodwin, P.E.
Address: One Exchange Plaza, Suite 620, Raleigh, NC 27601
Phone: [phone]
Project Name/Description: Bloodworth Street Sewer
Date: 5/6/2020
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. Lyle Phillips
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh - Public Utilities Department hereby designates and authorizes Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing
Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certification applications,
Neuse River Basin Riparian Buffer Determinations, and Neuse River Basin Riparian Buffer
Authorizations, and to furnish upon request supplemental information in support of applications, etc.
from this day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized easement holder of the property/properties identified
herein, do 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 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.
Authorized this the 6th day of May 2020
Janeen Goodwin 7aiiw Goo&lw
Print Responsible Party's Name Responsible Party's Signature
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

ea
10
Ohio
Kentucky
Tennessee
Georgia
illsArou
I-
10,1H.,
Marti
1,500 3,000 1Q
Feet
P_ennsylvania— — — — — r7--r
New Jersey
IWest Virginia Myla`d
Virginia
North Carolinas
South Carolina
Wake County
Atlantic Ocean
f
St
Ave
er Ki
ffAI
E
cU
<n j Legend
v
m Project Study Area
Peterson S City of Raleigh
Wake County
L'
2= WAKE
Project Location
Florida
*`I; Figure 1: Vicinity Map
'nS, 00
, Bloodworth Street Sewer
' Raleigh, Wake County, NC
Raleigh May 2020

F L EN OIR S T
LW
EVF
t
CHAVIS
ti
r Legend
0 250 500 Feet If] Study Area
Figure 2: USGS Topographic Map
�af0 Bloodworth Street Sewer
��► Raleigh, Wake County, NC
Raleigh May 2020

uth `St—^
1'
l� ' .. •r %9 , r
JL
■, `'� +a:, ..R.i- ~+ Worth St' ".
al
is ar
.,. r`-fit• `. . °�_.
W ,
� 77A
Chavis Branch
- Stream S2
XI
{
s -
Ak ` t
CUthor"Ki 1 _
411 Jr Blvd
10 Legend
F
0 200 400 �.
o Feet
a
Raleigh
[^- Streams
lProject Study Area
Figure 3: Jurisdictional Features Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
May 2020

�C'2
r
CeB
40
dw
di
IP
I
Legend
0 300 600;
Feet ;� Project Study Area
Figure 4: NRCS Soil Survey Map
Bloodworth Street Sewer
►�• Raleigh, Wake County, NC
Raleigh May 2020

-t
55
4.
IF
4U,-44r
29 � g
30 �.
15 �
28 R ?�
StIlk
-
}' Worth
27 � 2
23 17
25
Cape Ave � __
26
24
35
y..
AJ
34
16
J AL�
Legend
- Project Study Area
0 200 400
Feet �:'63Adjacent Property Parcels
,��+ Figure 5: Adjacent Property Parcels Map
Aayf0 Bloodworth Street Sewer
��• Raleigh, Wake County, NC
Raleigh May 2020

MAP ID
PIN NUMBER
OWNER NAME
OWNER ADDRESS
ADDRESS 2
ADDRESS 3
0
1703855355
LESTER, MICHAEL L
814 S BLOODWORTH ST
RALEIGH NC 27601-2304
1
1703857523
PETERSON, CONNIE L
1105 S PERSON ST
RALEIGH NC 27601-2650
2
1703857425
NELSON, MICHELE T WILLIAMS, MELVIN W
4120 WILLOW OAK RD
RALEIGH NC 27604-4729
3
1703951166
ALCORN, SAMANTHA
614 DOROTHEA DR
RALEIGH NC 27603-2102
4
1703951128
LEGACY LAKES 253, LLC
60 ROBERTS DR
NORTH ADAMS MA 01247-3254
5
1703855873
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
6
1703857963
STEWART, ANDREW M STEWART, DANIELLE G
711 S BLOODWORTH ST
RALEIGH NC 27601-2301
7
1703855769
ECKERSON, BRENNA R
716 S BLOODWORTH ST
RALEIGH NC 27601-2302
8
17038SS877
CITY OF RALEIGH
HOUSING & NEIGHBORHOODS
PO BOX 590
RALEIGH NC 27602-0590
9
1703857725
SAMIH T & REBECCA A YEHIA RVCBLE TRUST THE YEHIA, SAMIH T TRUSTEE
2428 SUNNYSTONE WAY
RALEIGH NC 27613-6082
10
17038SS970
ORAS, ELISE M
708 S BLOODWORTH ST
RALEIGH NC 27601-2302
11
1703859383
CARRINGTON, ANNIE
815 S EAST ST
RALEIGH NC 27601-2424
12
1703867032
KELLY, JAMES FREDRICK III
701 S BLOODWORTH ST
RALEIGH NC 27601-2301
13
1703857937
HARRINGTON, EDDIE LEE
705 S BLOODWORTH ST
RALEIGH NC 27601-2301
14
1703857882
BUFFALOS, ARTHUR
719 S BLOODWORTH ST
RALEIGH NC 27601-2301
15
1703857638
ELECZKO, JAMES M ELECZKO, STACY B
725 S BLOODWORTH ST
RALEIGH NC 27601-2301
16
1703943897
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335
17
1703953318
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1703857634
DILLON, MARK K DILLON, BRIANNA N
729 S BLOODWORTH ST
RALEIGH NC 27601-2301
19
1703857867
CONTRE, EVELYN CONTRE, KEITH
715 S BLOODWORTH ST
RALEIGH NC 27601-2301
20
1703951327
EQUITY TRUST COMPANY /CUSTODIAN JULIE MANLY IRA
106 N EAST ST
RALEIGH NC 27601-1112
21
1703950343
WHITAKER, DOROTHY MAE
3109 ROCK QUARRY RD
RALEIGH NC 27610-5111
22
1703865094
BULLOCK, HELEN BROWN
700 S BLOODWORTH ST
RALEIGH NC 27601-2302
23
1703857420
PERRY, WARREN M
3229 EDGEMONT RD
WENDELL NC 27591-8290
24
1703857149
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
25
1703858333
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
26
1703858245
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
27
1703855496
WIGGINS, THOMAS WIGGINS, DIANE DAVIS
405 BOURNEMOUTH LN
GARNER NC 27529-4652
28
1703855675
GASTON, SCOTT M
728 S BLOODWORTH ST
RALEIGH NC 27601-2302
29
1703855774
BORMANN, JENNY L
718 S BLOODWORTH ST
RALEIGH NC 27601-2302
30
1703855770
SMITH, CAROL Y
724 S BLOODWORTH ST
RALEIGH NC 27601-2302
31
1703855661
BRADHAM, FRANK WALKER
732 S BLOODWORTH ST
RALEIGH NC 27601-2302
32
1703855975
MCGEE, ROBERT J
704 S BLOODWORTH ST
RALEIGH NC 27601-2302
33
1703855999
STEFFY, BRIAN MICHAEL
702 S BLOODWORTH ST
RALEIGH NC 27601-2302
34
17039SO085
DUKE ENERGY PROGRESS INC
TAX DEPT - DEC41B
550 S TRYON ST
CHARLOTTE NC 28202-4200
35
1703952099
1 NORTH CAROLINA STATE OF
ISTATE PROPERTY OFFICE
1116 W JONES ST
RALEIGH NC 27603-1335

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/18/2019
Project/Site: Bloodworth Street sewer Stream S2
Latitude: 35.768706
J.Harthor
Evaluator: W. Sullivann (Kimley-Horn)
W. Sul(Kimley-Horn)
County: Wake County
Longitude:-78.631319
Total Points: 33.5
Stream Determination ci e)
Other
Stream is at least intermittent
Ephemeral Intermitt t Perennial
e.g. Quad Name: Raleigh
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 18
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
1 2
3
3
5. Active/relic floodplain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
1
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1 1
1.5
1
11. Second or greater order channel
No = 0
1 Yes = 3
0
artificial ditches are not ratea: see aiscussions in manual
B. Hydrology Subtotal = 8.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
0.5
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
1 0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5; Other = 0
1 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S2 (UT to Chavis Branch) is a strong perennial reach that flows into
Chavis Branch. Stream S2 is an urban stream with steep banks and strong
baseflow.

Neuse River Basin
Riparian Buffer
Authorization
Request

State of North Carolina
Ll�i�l:3
Department of Environmental Quality
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
la. Name of project:
Bloodworth Street Sewer
1 b. County:
Wake
1c. Nearest municipality:
Raleigh
1d. Subdivision name:
N/A
1 e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
City of Raleigh - Utility Easement
2b. Deed Book and Page No.
N/A
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
N/A
2d. Responsible Party
for Corporations):
Janeen Goodwin, PE
2e. Street address:
One Exchange Plaza, Suite 620
2f. City, state, zip:
Raleigh, NC 27601
2g. Telephone no.:
919-996-3494
2h. Fax no.:
N/A
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
® Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4.
Agent/Consultant Information (if applicable)
4a. Name:
Jason Hartshorn, PWS
4b. Business name
if applicable):
Kimley-Horn
4c. Street address:
421 Fayetteville St., Suite 600
4d. City, state, zip:
Raleigh, NC 27601
4e. Telephone no.:
919-678-4155
4f. Fax no.:
N/A
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 5

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
N/A (Linear Utilities Project)
1b. Site coordinates (in decimal degrees):
Latitude: 35.768749 Longitude:-78.631161
1 c. Property size:
2.2 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Chavis Branch
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Neuse River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The proposed sewer relocation project is located within the city limits of Raleigh in Wake County, NC. The
proposed sanitary sewer easement will begin at Martin Luther King Jr Blvd and travel north through Chavis
Park, east along Cape Avenue, and then jog north along Bloodworth Street before terminating at the existing
sanitary sewer along E. South Street. Land use in the vicinity of the project area is composed of single-family
residential housing and community centers.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
20 linear feet
3e. Explain the purpose of the proposed project:
The Bloodworth Sewer conveys a substantial amount of the downtown Raleigh sewer flows. The existing
sewer is in poor condition and is undersized. The purpose of the proposed project is to upsize the sewer line
to account for a growing downtown and to relocate the existing sanitary sewer away from environmental
features to allow for improved maintenance access.
3f. Describe the overall project in detail, including the type of equipment to be used:
The project consists of constructing approximately 393 linear feet of a 24" gravity sewer, 1,545 linear feet of
16" gravity sewer, 32 linear feet of 12" gravity sewer, and 41 linear feet of 8" gravity sewer owned and
maintained by the City of Raleigh. The proposed infrastructure construction will take place within the City of
Raleigh sewer easement and temporary construction easements. The project will be constructed using dump
trucks, excavators, bull dozers, and other equipment typical of underground utility projects.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
® Yes ❑ No ❑ Unknown
the Corps or State been requested or obtained for this
Comments: A Preliminary Jurisdictional
property/ project (including all prior phases) in the past?
Determination Request for the proposed project
was submitted to Lyle Phillips of the USACE
on May 18, 2020.
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Kimley-Horn
Name (if known): Jason Hartshorn, PWS (Kimley-Horn)
delineated the project area on February 18, 2019
and identified two streams in or within 50' of the
project area.
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
A Preliminary Jurisdictional Determination Request for the proposed project was submitted to Lyle Phillips of the USACE on
May 18, 2020. Two streams are approximately mapped on the NRCS Soil Survey of Wake County. Stream S2 originates just
outside of the project area at a culvert outlet. Both mapped streams are assumed subject to Neuse River Basin Buffers.
FORM: BA 10-2013 Page 2 of 5

5. Project History
5a. Have permits or certifications been requested or obtained
for this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
There are no anticipated additional or future projects associated with the proposed project.
C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
(T)
Site 1
Utility Line
® P ❑ T
Construction/
Allowable
Chavis Branch
❑ Yes ® No
-
407
Easement
Site 2
Utility Line
Stream S2 (UT
®P El T
Construction/
Allowable
to Chavis
El Yes ® No
894
740
Easement
Branch)
Site 2
Utility Line
Stream S2 (UT
❑ P ®T
Construction/
Allowable
to Chavis
El Yes ® No
301
204
Easement
Branch)
Total buffer impacts
1,195
1,351
1c. Comments: Impacts to the buffer zones around Chavis Branch and Stream S2 will result from the relocation
and installation of a sanitary sewer line with a 30' wide maintenance easement. Impacts at Site 1 will result
from a parallel encroachment within buffer zone 2 necessary to tie to the existing sewer line. Impacts at Site 2
will result from a 30' wide near -perpendicular aerial crossing of Stream S2 and the associated buffer zone 1
and zone 2.
FORM: BA 10-2013 Page 3 of 5

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project has been designed to avoid and minimize impacts to regulated riparian buffer zones to
the extent practical. The alignment was intentionally set outside of the riparian buffer zones wherever feasible.
The aerial stream crossing has been proposed to be near perpendicular to shorten the length of buffer
impacted by the project. The maintenance easement has been specifically set to 30' to avoid environmental
features and provide easier access for maintenance.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
The proposed project will be constructed to avoid and minimize impacts to regulated riparian buffer zones
throughout the study corridor. Silt fencing will be installed around the defined limits of disturbance to ensure
equipment remains in uplands and the permitted areas. Access roads, staging areas, and equipment storage
will be located outside of the riparian buffer zones where possible.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
❑ Yes ® No
requires buffer mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
❑ Yes ❑ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments: Per the Neuse River Basin Buffer Rules: Table of Uses, parallel impacts to buffer zone 2 and
perpendicular impacts impacting less than 40' of riparian buffer are deemed `Allowable', and no buffer
mitigation is required.
E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
FORM: BA 10-2013 Page 4 of 5

F. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 02B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Jason Hartshorn, PWS 5 18 2020
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, Fed Ex, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 5 of 5

AGENT AUTHORIZATION FORM
Name: Janeen Goodwin, P.E.
Address: One Exchange Plaza, Suite 620, Raleigh, NC 27601
Phone: [phone]
Project Name/Description: Bloodworth Street Sewer
Date: 5/6/2020
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. Lyle Phillips
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh - Public Utilities Department hereby designates and authorizes Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing
Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certification applications,
Neuse River Basin Riparian Buffer Determinations, and Neuse River Basin Riparian Buffer
Authorizations, and to furnish upon request supplemental information in support of applications, etc.
from this day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized easement holder of the property/properties identified
herein, do 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 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.
Authorized this the 6th day of May 2020
Janeen Goodwin 7aiiw Goo&lw
Print Responsible Party's Name Responsible Party's Signature
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

ea
10
Ohio
Kentucky
Tennessee
Georgia
illsArou
I-
10,1H.,
Marti
1,500 3,000 1Q
Feet
P_ennsylvania— — — — — r7--r
New Jersey
IWest Virginia Myla`d
Virginia
North Carolinas
South Carolina
Wake County
Atlantic Ocean
f
St
Ave
er Ki
ffAI
E
cU
<n j Legend
v
m Project Study Area
Peterson S City of Raleigh
Wake County
L'
2= WAKE
Project Location
Florida
*`I; Figure 1: Vicinity Map
'nS, 00
, Bloodworth Street Sewer
' Raleigh, Wake County, NC
Raleigh May 2020

F L EN OIR S T
LW
EVF
t
CHAVIS
ti
r Legend
0 250 500 Feet If] Study Area
Figure 2: USGS Topographic Map
�af0 Bloodworth Street Sewer
��► Raleigh, Wake County, NC
Raleigh May 2020

uth `St—^
1'
l� ' .. •r %9 , r
JL
■, `'� +a:, ..R.i- ~+ Worth St' ".
al
is ar
.,. r`-fit• `. . °�_.
W ,
� 77A
Chavis Branch
- Stream S2
XI
{
s -
Ak ` t
CUthor"Ki 1 _
411 Jr Blvd
10 Legend
F
0 200 400 �.
o Feet
a
Raleigh
[^- Streams
lProject Study Area
Figure 3: Jurisdictional Features Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
May 2020

�C'2
r
CeB
40
dw
di
IP
I
Legend
0 300 600;
Feet ;� Project Study Area
Figure 4: NRCS Soil Survey Map
Bloodworth Street Sewer
►�• Raleigh, Wake County, NC
Raleigh May 2020

-t
55
4.
IF
4U,-44r
29 � g
30 �.
15 �
28 R ?�
StIlk
-
}' Worth
27 � 2
23 17
25
Cape Ave � __
26
24
35
y..
AJ
34
16
J AL�
Legend
- Project Study Area
0 200 400
Feet �:'63Adjacent Property Parcels
,��+ Figure 5: Adjacent Property Parcels Map
Aayf0 Bloodworth Street Sewer
��• Raleigh, Wake County, NC
Raleigh May 2020

MAP ID
PIN NUMBER
OWNER NAME
OWNER ADDRESS
ADDRESS 2
ADDRESS 3
0
1703855355
LESTER, MICHAEL L
814 S BLOODWORTH ST
RALEIGH NC 27601-2304
1
1703857523
PETERSON, CONNIE L
1105 S PERSON ST
RALEIGH NC 27601-2650
2
1703857425
NELSON, MICHELE T WILLIAMS, MELVIN W
4120 WILLOW OAK RD
RALEIGH NC 27604-4729
3
1703951166
ALCORN, SAMANTHA
614 DOROTHEA DR
RALEIGH NC 27603-2102
4
1703951128
LEGACY LAKES 253, LLC
60 ROBERTS DR
NORTH ADAMS MA 01247-3254
5
1703855873
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
6
1703857963
STEWART, ANDREW M STEWART, DANIELLE G
711 S BLOODWORTH ST
RALEIGH NC 27601-2301
7
1703855769
ECKERSON, BRENNA R
716 S BLOODWORTH ST
RALEIGH NC 27601-2302
8
17038SS877
CITY OF RALEIGH
HOUSING & NEIGHBORHOODS
PO BOX 590
RALEIGH NC 27602-0590
9
1703857725
SAMIH T & REBECCA A YEHIA RVCBLE TRUST THE YEHIA, SAMIH T TRUSTEE
2428 SUNNYSTONE WAY
RALEIGH NC 27613-6082
10
17038SS970
ORAS, ELISE M
708 S BLOODWORTH ST
RALEIGH NC 27601-2302
11
1703859383
CARRINGTON, ANNIE
815 S EAST ST
RALEIGH NC 27601-2424
12
1703867032
KELLY, JAMES FREDRICK III
701 S BLOODWORTH ST
RALEIGH NC 27601-2301
13
1703857937
HARRINGTON, EDDIE LEE
705 S BLOODWORTH ST
RALEIGH NC 27601-2301
14
1703857882
BUFFALOS, ARTHUR
719 S BLOODWORTH ST
RALEIGH NC 27601-2301
15
1703857638
ELECZKO, JAMES M ELECZKO, STACY B
725 S BLOODWORTH ST
RALEIGH NC 27601-2301
16
1703943897
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335
17
1703953318
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1703857634
DILLON, MARK K DILLON, BRIANNA N
729 S BLOODWORTH ST
RALEIGH NC 27601-2301
19
1703857867
CONTRE, EVELYN CONTRE, KEITH
715 S BLOODWORTH ST
RALEIGH NC 27601-2301
20
1703951327
EQUITY TRUST COMPANY /CUSTODIAN JULIE MANLY IRA
106 N EAST ST
RALEIGH NC 27601-1112
21
1703950343
WHITAKER, DOROTHY MAE
3109 ROCK QUARRY RD
RALEIGH NC 27610-5111
22
1703865094
BULLOCK, HELEN BROWN
700 S BLOODWORTH ST
RALEIGH NC 27601-2302
23
1703857420
PERRY, WARREN M
3229 EDGEMONT RD
WENDELL NC 27591-8290
24
1703857149
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
25
1703858333
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
26
1703858245
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
27
1703855496
WIGGINS, THOMAS WIGGINS, DIANE DAVIS
405 BOURNEMOUTH LN
GARNER NC 27529-4652
28
1703855675
GASTON, SCOTT M
728 S BLOODWORTH ST
RALEIGH NC 27601-2302
29
1703855774
BORMANN, JENNY L
718 S BLOODWORTH ST
RALEIGH NC 27601-2302
30
1703855770
SMITH, CAROL Y
724 S BLOODWORTH ST
RALEIGH NC 27601-2302
31
1703855661
BRADHAM, FRANK WALKER
732 S BLOODWORTH ST
RALEIGH NC 27601-2302
32
1703855975
MCGEE, ROBERT J
704 S BLOODWORTH ST
RALEIGH NC 27601-2302
33
1703855999
STEFFY, BRIAN MICHAEL
702 S BLOODWORTH ST
RALEIGH NC 27601-2302
34
17039SO085
DUKE ENERGY PROGRESS INC
TAX DEPT - DEC41B
550 S TRYON ST
CHARLOTTE NC 28202-4200
35
1703952099
1 NORTH CAROLINA STATE OF
ISTATE PROPERTY OFFICE
1116 W JONES ST
RALEIGH NC 27603-1335

_ r W
i
. � � .ice � r �[�• r�� t-.� . 7 � T.
- l - `� ti - �• -1•
• ""SSS IS
,r
H 1 '
WORTH ST 0 i .r -? ' - r: � � ' •
p aw
/ W U.
,- CAPE
EM
`Site-
• Legend
^- Jurisdictional Streams
Buffer Zone 1 - Permanent Impacts �.
Buffer Zone 1 - Temporary Impacts 4.
Buffer Zone 2 - Permanent Impacts `
Buffer Zone 2 - Temporary Impacts `
4�
Neuse River Buffer Zone 1
Neuse River Buffer Zone 2 i
Existing Sanitary Sewer Easement
Project Study Area ' .' : �'- 0 200 400
Feet
A,.0+ Figure 6.0: Impact Drawings Index Map
�,F� Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

1.1 '�.- r Vv
+M r?
w .w
b3 `f t
f ,
6P �MN NVn Ni
tv
� a�
.90
N
I V
SITE 1: �tC
Utility Line Construction/Easement pLLa►fiNILN03 FDA 13:i1. 339 .
BZ2 Impacts = 407 square feet (Permanent) 09# 0 S 3Nii
1 0 40 80
Feet
Legend
-,%-- Jurisdictional Streams
Buffer Zone 1 - Permanent Impacts
Buffer Zone 1 - Temporary Impacts
Buffer Zone 2 - Permanent Impacts
Buffer Zone 2 - Temporary Impacts
Neuse River Buffer Zone 1
Neuse River Buffer Zone 2
Existing Sanitary Sewer Easement
Project Study Area
Figure 6.1: Impact Drawings, SITE 1
Bloodworth Street Sewer
Raleigh, Wake County, NC
May 2020

SITE 2:
sf Utility Line Construction/Easement f i
BZ1 Impacts = 894 SF (Permanent)
BZ2 Impacts = 740 SF (Permanent)
f f f ti BZ1 Impacts = 301 SF (Temporary)
BZ2 Impacts = 204 SF (Temporary)
r7 1 0�
1 r� CIA r- U� d e do d
� r
�3trea S11% / / / ! Legend
(UT to'Chavis Branch) ON
—
rf f; / -% - Jurisdictional Streams
[!� ❑ '-- " "' �? a ` Buffer Zone 1 Permanent Impacts
Buffer Zone 1 - Temporary Impacts
'cad ! ❑Yr � � _ 7 ��
Buffer Zone 2 - Permanent Impacts
Buffer Zone 2 - Temporary Impacts
ti. Z . U 1 f f srq N
Neuse River Buffer Zone 1
Q
£ ❑� 'y �� Neuse River Buffer Zone 2
00
1� 1(1l 1 V Z Existing Sanitary Sewer Easement
0
0 40 8 r r Project Study Area
I
00
Figure 6.2: Impact Drawings, SITE 2
�� Bloodworth Street Sewer
1 ► Raleigh, Wake County, NC
Raleigh May 2020

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/18/2019
Project/Site: Bloodworth Street sewer Stream S2
Latitude: 35.768706
J.Harthor
Evaluator: W. Sullivann (Kimley-Horn)
W. Sul(Kimley-Horn)
County: Wake County
Longitude:-78.631319
Total Points: 33.5
Stream Determination ci e)
Other
Stream is at least intermittent
Ephemeral Intermitt t Perennial
e.g. Quad Name: Raleigh
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 18
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
1 2
3
3
5. Active/relic floodplain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
1
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1 1
1.5
1
11. Second or greater order channel
No = 0
1 Yes = 3
0
artificial ditches are not ratea: see aiscussions in manual
B. Hydrology Subtotal = 8.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
0.5
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
1 0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5; Other = 0
1 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S2 (UT to Chavis Branch) is a strong perennial reach that flows into
Chavis Branch. Stream S2 is an urban stream with steep banks and strong
baseflow.

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/Re2ul�ryPermitProaram/Contact/CoLi Locator.aWx,
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
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
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: N/A (Linear Utilities Project
City, State: Raleigh, North Carolina
County: Wake County
Parcel Index Number(s) (PIN): N/A
B. REQUESTOR INFORMATION
Name: Kimley-Horn; ATTN: William Sullivan
Mailing Address: 421 Fayetteville Street, Suite 600
Raleigh, NC 27601
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: City of Raleigh — Utility Easement; ATTN:Janeen Goodwin, P.E.
Mailing Address: One Exchange Plaza, Suite 620
Raleigh, NC 27601
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
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. 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.
William Sullivan
Print Name
Capacity: ❑ Owner Z Authorized Agent'
05/12/2020
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ 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.
✓❑ I intend to construct/develop a projector 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 projector 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❑ 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:
For NCDOT requests following the current NCDOT/USAGE protocols, skip to Part E.
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 2.2 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:
35.768749
Longitude:-78.631161
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. hM2://www.saw.usace.army.mil/Missions/Re�-yulatoly-Permit-
Pro 2ram/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
zAerial Photograph
z 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/regulatory/re2docs/JD/RGL 08-02 Ann A Prelim JD Form fillable.pdf
' Please see hM2://www.saw.usace.army.mil/Missions/Re2ulatory-Permit-Proaam/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 federaljurisdictionunder 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:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: william Sullivan; 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
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 County City: Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.768749 Long.:-78.631161
Universal Transverse Mercator: 17
Name of nearest waterbody: ChaviS Branch
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
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Stream
S2
35.768706
-78.631319
30 LF
Non -Wetland
Section 404

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items 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:
❑E Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑E 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:
1:24,000 / Raleigh West
0 Natural Resources Conservation Service Soil Survey. Citation: Wake County (1970)
❑ 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: 0 Aerial (Name & Date): NC Orthoimagery (2018)
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
Regulatory staff member
completing PJD
r1AA- 4A-�
Signature and date of
person requesting 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.

AGENT AUTHORIZATION FORM
Name: Janeen Goodwin, P.E.
Address: One Exchange Plaza, Suite 620, Raleigh, NC 27601
Phone: [phone]
Project Name/Description: Bloodworth Street Sewer
Date: 5/6/2020
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. Lyle Phillips
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh - Public Utilities Department hereby designates and authorizes Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing
Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certification applications,
Neuse River Basin Riparian Buffer Determinations, and Neuse River Basin Riparian Buffer
Authorizations, and to furnish upon request supplemental information in support of applications, etc.
from this day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized easement holder of the property/properties identified
herein, do 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 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.
Authorized this the 6th day of May 2020
Janeen Goodwin 7aiiw Goo&lw
Print Responsible Party's Name Responsible Party's Signature
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

ea
10
Ohio
Kentucky
Tennessee
Georgia
illsArou
I-
10,1H.,
Marti
1,500 3,000 1Q
Feet
P_ennsylvania— — — — — r7--r
New Jersey
IWest Virginia Myla`d
Virginia
North Carolinas
South Carolina
Wake County
Atlantic Ocean
f
St
Ave
er Ki
ffAI
E
cU
<n j Legend
v
m Project Study Area
Peterson S City of Raleigh
Wake County
L'
2= WAKE
Project Location
Florida
*`I; Figure 1: Vicinity Map
'nS, 00
, Bloodworth Street Sewer
' Raleigh, Wake County, NC
Raleigh May 2020

F L EN OIR S T
LW
EVF
t
CHAVIS
ti
r Legend
0 250 500 Feet If] Study Area
Figure 2: USGS Topographic Map
�af0 Bloodworth Street Sewer
��► Raleigh, Wake County, NC
Raleigh May 2020

uth `St—^
1'
l� ' .. •r %9 , r
JL
■, `'� +a:, ..R.i- ~+ Worth St' ".
al
is ar
.,. r`-fit• `. . °�_.
W ,
� 77A
Chavis Branch
- Stream S2
XI
{
s -
Ak ` t
CUthor"Ki 1 _
411 Jr Blvd
10 Legend
F
0 200 400 �.
o Feet
a
Raleigh
[^- Streams
lProject Study Area
Figure 3: Jurisdictional Features Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
May 2020

�C'2
r
CeB
40
dw
di
IP
I
Legend
0 300 600;
Feet ;� Project Study Area
Figure 4: NRCS Soil Survey Map
Bloodworth Street Sewer
►�• Raleigh, Wake County, NC
Raleigh May 2020

-t
55
4.
IF
4U,-44r
29 � g
30 �.
15 �
28 R ?�
StIlk
-
}' Worth
27 � 2
23 17
25
Cape Ave � __
26
24
35
y..
AJ
34
16
J AL�
Legend
- Project Study Area
0 200 400
Feet �:'63Adjacent Property Parcels
,��+ Figure 5: Adjacent Property Parcels Map
Aayf0 Bloodworth Street Sewer
��• Raleigh, Wake County, NC
Raleigh May 2020

MAP ID
PIN NUMBER
OWNER NAME
OWNER ADDRESS
ADDRESS 2
ADDRESS 3
0
1703855355
LESTER, MICHAEL L
814 S BLOODWORTH ST
RALEIGH NC 27601-2304
1
1703857523
PETERSON, CONNIE L
1105 S PERSON ST
RALEIGH NC 27601-2650
2
1703857425
NELSON, MICHELE T WILLIAMS, MELVIN W
4120 WILLOW OAK RD
RALEIGH NC 27604-4729
3
1703951166
ALCORN, SAMANTHA
614 DOROTHEA DR
RALEIGH NC 27603-2102
4
1703951128
LEGACY LAKES 253, LLC
60 ROBERTS DR
NORTH ADAMS MA 01247-3254
5
1703855873
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
6
1703857963
STEWART, ANDREW M STEWART, DANIELLE G
711 S BLOODWORTH ST
RALEIGH NC 27601-2301
7
1703855769
ECKERSON, BRENNA R
716 S BLOODWORTH ST
RALEIGH NC 27601-2302
8
17038SS877
CITY OF RALEIGH
HOUSING & NEIGHBORHOODS
PO BOX 590
RALEIGH NC 27602-0590
9
1703857725
SAMIH T & REBECCA A YEHIA RVCBLE TRUST THE YEHIA, SAMIH T TRUSTEE
2428 SUNNYSTONE WAY
RALEIGH NC 27613-6082
10
17038SS970
ORAS, ELISE M
708 S BLOODWORTH ST
RALEIGH NC 27601-2302
11
1703859383
CARRINGTON, ANNIE
815 S EAST ST
RALEIGH NC 27601-2424
12
1703867032
KELLY, JAMES FREDRICK III
701 S BLOODWORTH ST
RALEIGH NC 27601-2301
13
1703857937
HARRINGTON, EDDIE LEE
705 S BLOODWORTH ST
RALEIGH NC 27601-2301
14
1703857882
BUFFALOS, ARTHUR
719 S BLOODWORTH ST
RALEIGH NC 27601-2301
15
1703857638
ELECZKO, JAMES M ELECZKO, STACY B
725 S BLOODWORTH ST
RALEIGH NC 27601-2301
16
1703943897
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335
17
1703953318
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1703857634
DILLON, MARK K DILLON, BRIANNA N
729 S BLOODWORTH ST
RALEIGH NC 27601-2301
19
1703857867
CONTRE, EVELYN CONTRE, KEITH
715 S BLOODWORTH ST
RALEIGH NC 27601-2301
20
1703951327
EQUITY TRUST COMPANY /CUSTODIAN JULIE MANLY IRA
106 N EAST ST
RALEIGH NC 27601-1112
21
1703950343
WHITAKER, DOROTHY MAE
3109 ROCK QUARRY RD
RALEIGH NC 27610-5111
22
1703865094
BULLOCK, HELEN BROWN
700 S BLOODWORTH ST
RALEIGH NC 27601-2302
23
1703857420
PERRY, WARREN M
3229 EDGEMONT RD
WENDELL NC 27591-8290
24
1703857149
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
25
1703858333
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
26
1703858245
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
27
1703855496
WIGGINS, THOMAS WIGGINS, DIANE DAVIS
405 BOURNEMOUTH LN
GARNER NC 27529-4652
28
1703855675
GASTON, SCOTT M
728 S BLOODWORTH ST
RALEIGH NC 27601-2302
29
1703855774
BORMANN, JENNY L
718 S BLOODWORTH ST
RALEIGH NC 27601-2302
30
1703855770
SMITH, CAROL Y
724 S BLOODWORTH ST
RALEIGH NC 27601-2302
31
1703855661
BRADHAM, FRANK WALKER
732 S BLOODWORTH ST
RALEIGH NC 27601-2302
32
1703855975
MCGEE, ROBERT J
704 S BLOODWORTH ST
RALEIGH NC 27601-2302
33
1703855999
STEFFY, BRIAN MICHAEL
702 S BLOODWORTH ST
RALEIGH NC 27601-2302
34
17039SO085
DUKE ENERGY PROGRESS INC
TAX DEPT - DEC41B
550 S TRYON ST
CHARLOTTE NC 28202-4200
35
1703952099
1 NORTH CAROLINA STATE OF
ISTATE PROPERTY OFFICE
1116 W JONES ST
RALEIGH NC 27603-1335

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/18/2019
Project/Site: Bloodworth Street sewer Stream S2
Latitude: 35.768706
J.Harthor
Evaluator: W. Sullivann (Kimley-Horn)
W. Sul(Kimley-Horn)
County: Wake County
Longitude:-78.631319
Total Points: 33.5
Stream Determination ci e)
Other
Stream is at least intermittent
Ephemeral Intermitt t Perennial
e.g. Quad Name: Raleigh
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 18
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
1 2
3
3
5. Active/relic floodplain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
1
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1 1
1.5
1
11. Second or greater order channel
No = 0
1 Yes = 3
0
artificial ditches are not ratea: see aiscussions in manual
B. Hydrology Subtotal = 8.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
0.5
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
1 0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5; Other = 0
1 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S2 (UT to Chavis Branch) is a strong perennial reach that flows into
Chavis Branch. Stream S2 is an urban stream with steep banks and strong
baseflow.

Conservation
Easement Take
Proposal

Kimley>»Horn
May 14, 2020
Mr. Ed Hajnos
Stewardship Program Coordinator
NC Department of Environmental Quality
1606 Mail Service Center
Raleigh, NC 27699-1606
RE: Bloodworth Street Sewer Relocation
Proposed Impact to Chavis Park Conservation Easement
Raleigh, Wake County, North Carolina
Dear Mr. Hajnos,
On behalf of our client, the City of Raleigh, Kimley-Horn is submitting the following information as part
of the Proposed Impact to Chavis in Wake County. Raleigh Water (formerly City of Raleigh Public
Utilities Department, or CORPUD) proposes to upsize and relocate the existing sanitary sewer that
serves downtown Raleigh. The proposed sanitary sewer line and easement will begin at E South Street
and travel south along Bloodworth Street, turn west along Cape Avenue, and travel through John
Chavis Memorial Park (Chavis Park) before tying to the existing sewer at Martin Luther King, Jr. Blvd.
in southeast Raleigh (Figure 1). The project proposes to construct approximately 2,010 linear feet (LF)
of 8- to 24-inch sanitary gravity sewer owned and maintained by the City of Raleigh. Of these 2,010 LF
of sewer improvements, 132 LF are proposed within the Chavis Park Conservation Easement.
Chavis Park is a City of Raleigh Park located in southeast Raleigh on land owned by both the State of
North Carolina and the City of Raleigh. In 2002, the City of Raleigh granted the State of North Carolina
the Chavis Park Conservation Easement (Conservation Easement) along Chavis Branch and an UT to
Chavis Branch as part of the former Wetlands Restoration Program/Ecosystem Enhancement Program
(EEP) administered through the NC Department of Environment and Natural Resources (EEP Project
# 87), now the NC Division of Mitigation Services (NCDMS). The Conservation Easement was tied to
the Chavis Park mitigation site, which provided the State with both stream and riparian buffer credits in
the Neuse River Basin. The Conservation Easement is currently bisected by an existing sanitary sewer
line and associated maintenance easement which is located on-line with a City greenway trail and
pedestrian bridge. The proposed project would perpendicularly cross a portion of the Conservation
Easement outside of the existing sanitary sewer maintenance easement.
A. Purpose and Need of Project
The Bloodworth Street Sewer conveys approximately 25% of the downtown Raleigh sewer flows. The
existing sewer line is in poor condition and is undersized. Additionally, sections of the existing sewer
line are located below a Duke Power substation and a pedestrian bridge, which has inhibited sewer
line maintenance. The proposed project would replace aging, undersized sewer infrastructure and help
prevent future sewer failures and overflows while providing a more serviceable sewer line to support a
rapidly growing urban area.

Kimley»>Horn
B. Proposed Impacts to the Conservation Easement
Page 2
Per the 2002 Conservation Easement Deed; Section V— Reserved Uses, needed public utility
improvements are a reserved use of the Conservation Easement, given that they are performed in such
a way as to minimize harm or disruption to the conservation value of the Easement Area or to the
stream improvement project. The proposed project will result in impacts to a portion of the Conservation
Easement. Permanent impacts will result from the conversion of the conservation easement to an
approximately 10-foot wide sanitary sewer maintenance easement with an additional 5-foot wide
temporary construction easement. The proposed impacts to the Conservation Easement are displayed
on Figure 2. The conversion will result in 1,960 square feet of permanent impacts and 663 square feet
of temporary impacts to the Conservation Easement. In addition, approximately 2,282 square feet of
existing sewer easement within the Conservation Easement will be abandoned, preventing future
impacts to this corridor for ongoing maintenance and operation of the utility. Avoidance and
minimization measures were taken to ensure impacts were limited and only proposed when necessary,
as detailed in Section D.
C. Proposed Impacts to Mitigation Assets
The proposed project will result in impacts to the mitigation assets protected by the Conservation
Easement. The project will result in approximately 1,353 square feet of permanent impact and 568
square feet of temporary impact to previously released riparian buffer credits within the Conservation
Easement. Additionally, the loss of these riparian buffer credit assets will result in indirect impacts to
19 LF of previously released stream credits along the UT to Chavis Branch.
In addition to the mitigation asset impacts, the proposed project will result in impacts to the Neuse River
riparian buffer zones associated with Chavis Branch and an UT to Chavis Branch regulated by NC
Division of Water Resources (NCDWR). No 404/401 stream or wetland impacts will result from the
proposed project as an aerial crossing. Impacts to the riparian buffer zones are located both within and
outside of the Conservation Easement. The project will result in 922 square feet of permanent impact
and 301 square feet of temporary impact to Neuse River Basin Buffer Zone 1. Additionally, the project
will result in 1,153 square feet of permanent impact and 203 square feet of temporary impact to Neuse
River Basin Buffer Zone 2. It is anticipated that the riparian buffer impacts will be deemed "Allowable"
and require no compensatory mitigation per the Neuse River Basin Riparian Buffer Rules — Table of
Uses (15A NCAC 02B .0233) as a perpendicular non -electric utility line crossing.
As an allowable use, a Riparian Buffer Authorization will be submitted to the NCDWR prior to project
construction for impacts to the Neuse River Basin buffers. Additionally, in order to ensure compliance
with Sections 404 and 401 of the Clean Water Act, a "For the Record Only" Pre -Construction
Notification will be submitted to the US Army Corps of Engineers (USACE) and the NCDWR prior to
project construction. It is anticipated that no compensatory mitigation for riparian buffer impacts or
404/401 impacts will be required by the USACE or NCDWR.
The City is proposing a replacement ratio of 3:1 for losses of NCDMS mitigation assets, including 19
LF of stream credit assets and 1,921 square feet of riparian buffer credit assets. Replacement credits
for mitigation asset losses will be secured through the NCDMS In -Lieu Fee (ILF) program prior to
construction of the project.

Kimley»>Horn
D. Avoidance and Minimization Measures
Page 3
The City of Raleigh, in coordination with Kimley-Horn, reviewed multiple alternatives to avoid and
minimize impacts to the Conservation Easement. In total, six alternatives including the preferred
alternative were reviewed (Figure 3). In each alternative, except for Alternative D, it is assumed that
the existing sewer line will be plugged and abandoned in -place. Below is a comparison of each
alternative.
A field review of the below alternatives was conducted by members of the NC Interagency Review
Team (IRT), the NC Stewardship Program Coordinator, the City of Raleigh, and Kimley-Horn. In
particular, the field review focused on Alternative C and what additional minimization measures could
be implemented to reduce impacts to the Conservation Easement. Following the field review, the City
and Kimley-Horn revised the preferred alternative, Alternative C, to further reduce the amount of
impacts to the Conservation Easement. These revisions include, (1) shifting the sewer alignment 1 foot
closer to the greenway bridge and further outside the Conservation Easement, (2) reducing the width
of the western side of the proposed maintenance easement within the Conservation Easement from 15
feet to 10 feet, and (3) moving a manhole further north of the Conservation Easement to allow a more
perpendicular crossing. The 5 feet that were removed from the proposed maintenance easement will
be needed as temporary construction easement in order to install the sewer line but will be replanted
with native vegetation and left as part of the Conservation Easement upon completion of the project.
These changes resulted in a reduction of 785 square feet of permanent impact to the Conservation
Easement. The elements presented in Alternative C, below, reflect these additional minimization efforts.
Alternative A — Use Roadway Corridors
Alternative A was assessed to determine the possibility of continuing the new sewer line under
Bloodworth Street south to Martin Luther King, Jr. Blvd, then east along Martin Luther King, Jr. Blvd to
tie into the existing sewer. This alternative was ruled out early in the preliminary engineering evaluations
due to the extreme depths that would be required along the corridor for both sewer installation and
maintenance. The existing sewer crossing tie-in at Martin Luther King, Jr. Blvd is located nearly 25 feet
below the road elevation. To tie in to this connector, a trench excavation greater than 20 feet deep
along Bloodworth Street and Martin Luther King, Jr. Blvd would be required. This amount of work would
necessitate long-term road closures and the relocation/replacement of other existing utilities that would
be impacted by the large trench. Additionally, the extreme depths of this alternative would present a
maintenance challenge in the future.
Alternative B — Avoid the Conservation Easement to the West
Alternative B was assessed to determine the possibility of aligning the new sewer line further west
along the boundary of the Conservation Easement near the Duke Power Substation. In order to have
the proposed project located entirely outside of the Conservation Easement, the sewer line would need
to underlie the substation. Correspondence with Duke Power's Senior Real Estate Representative and
Substation Engineer determined that a sewer line located underneath or near the substation fencing
poses a great risk due to the presence of grounding wires 5-6' outside of fence line. Additionally, Duke
would not allow heavy equipment to operate in such close proximity to the energized rigid bus contained
within the substation. A PDF copy of this correspondence is attached.

Kimley>>> Horn Page 4
In addition to the complications involving Duke Power, the realignment along the western side of the
Conservation Easement would pose problems due to the substantial presence of bedrock in Chavis
Park. In order for the sewer to match grade at the tie-in, Alternative B would require the pipe be installed
approximately 16-feet below grade. Due to the depths required and the substantial bedrock in this area,
rock blasting would likely be required and therefore a wider maintenance easement would be needed.
In addition, rock blasting at these depths near structures, especially a substation, presents substantial
risk.
Alternative C — Preferred Alternative — Slight Shift Easement to the West and Utilize a Portion of Existing
Sewer Easement
Alternative C was assessed to determine the possibility of aligning the new sewer line near parallel to
the existing sewer line as to overlap the existing maintenance easement as much as practical. This
alternative would utilize narrower footings to locate the sewer line and aerial crossing adjacent to the
pedestrian bridge along the greenway. This alternative would shift the utility easement approximately
9 feet closer to the pedestrian bridge than Alternative E, reducing the total Conservation Easement
impacts by approximately 1,000 square feet in comparison to Alternative E. Additionally, the portion of
the proposed permanent sewer maintenance easement within the Conservation Easement was
reduced from 15 feet to 10 feet in width on the western side. The 5 feet that was removed from
permanent easement will be needed for temporary construction easement to install the sewer line but
will be revegetated with native species and left as Conservation Easement upon completion of the
project. This alternative would result in minor impacts to the Conservation Easement, where
Conservation Easement restrictions would become subordinate to the requirements of the utility. In
order to minimize any unnecessary harm or disruption to the Conservation Easement and stream
channel, the new sewer line was designed to cross the Conservation Easement near perpendicular
and aerially cross the stream. While this alternative would reduce impacts to the Conservation
Easement, the construction will likely require manipulating and/or closing the greenway trail and park
facilities in the vicinity of the construction. Ongoing maintenance of the bridge and/or sewer crossing
will require coordination to ensure the other facility is not adversely impacted.
Alternative D — Stay within the Existing Sewer Maintenance Easement
Alternative D was assessed to determine the possibility of aligning the new sewer line within the existing
sewer maintenance easement. The existing sewer line is located below a park gazebo, a greenway
trail, and a pedestrian bridge. This alternative would require that the existing sewer line be replaced,
which would result in substantial impacts to the park facilities. The City of Raleigh Parks, Recreation
and Cultural Resources Department (PRCR) was consulted concerning the potential for impacts to the
facilities within Chavis Park. The PRCR expressed their concerns with the removal of the existing
facilities, specifically the gazebo, and the negative effect it may have on the Park's programming and
overall character of the park. The PRCR noted in written correspondence that "although the gazebo is
not a contributing factor to the historic designation of the park, it is an important part of the parks
programming and community asset". Additionally, the PRCR further requested that gazebo remain in
place and not impacted by the project. A PDF copy of this correspondence is attached.
In addition, the existing sewer line is an aerial crossing of the UT to Chavis Branch beneath the
pedestrian bridge. Due to age and size, the existing sewer line footings below the bridge would need
replacing along with the bridge end bents. The replacement of these structures would result in extensive

Kimley>>> Horn Page 5
impacts to the stream channel and stream banks and require approximately 20 feet of additional
construction easement within the Conservation Easement. The structure replacement would increase
the City's project cost by approximately $150,000.
Beyond construction challenges, the replacement of the sewer line within the existing easement would
not alleviate the foreseeable maintenance problems related to the other park facilities (i.e. the greenway
bridge and gazebo) being located above sanitary sewer pipes. Due to these constraints, Alternative D
does not provide a beneficial result to the City or the natural resources in the Park.
Alternative E — Parallel Easement
Alternative E was assessed to determine the possibility of aligning the new sewer line west of the
existing sewer and park facilities in an entirely new utility easement parallel to the existing sewer
easement. This alternative would allow for the new sewer line to be installed at constructible and
maintainable depths and avoid impacts to the existing park facilities. This alternative would result in
approximately 3,200 square feet of impact to the Conservation Easement. Alternative E does not modify
the existing pedestrian bridge, its footers or bents, and overall minimizes stream channel disturbance
required to accomplish the project. Alternative E provides the most serviceable and cost-efficient sewer
line for the City; however, Alternative E would result in an undesirable amount of impacts to the
Conservation Easement and is the most impactful to the Conservation Easement out of the six
alternatives. To reduce and minimize impacts to the Conservation Easement, the City has proposed to
move forward with Alternative C.
Alternative F — No Build Alternative
Alternative F was assessed as part of the preliminary planning for this project. It was determined that
the existing sewer line is in poor condition and is undersized. Additionally, it was noted that maintenance
on the existing sewer line is extremely challenging due to location below park facilities and a Duke
Power substation. As part of the City's Capital Improvement Program (CIP), CORPUD identified this
sewer as undersized based on the projected service area growth. If the current growth within the service
area continues, the No Build Alternative would likely result in increasingly frequent failures and
overflows along this sewer line.
E. Vicinity Map
A Vicinity Map is included with this package. See Attachment A, Figure 1.
F. Project Design Sheets with Easement Impacts Indicated
Project Design Sheets are included with this package. See Attachment B, Plan Sheets.
G. Remediation Plan for Temporary Easement Impacts
Temporary impacts will result from the required temporary construction easement (TCE) necessary to
install the new sewer line. The TCE will be 5 feet in width and run the length of the sewer line within
the Conservation Easement. In total, the TCE will impact approximately 663 square feet of

Kimley>>> Horn Page 6
Conservation Easement. The TCE will be replanted with native vegetation upon completion of the
project. Replacement credits will be secured via NCDMS ILF at a 3:1 replacement ratio for temporary
impacts resulting from the TCE.
No temporary impacts will result from the abandonment of the existing sanitary sewer line. Existing,
obsolete manholes will be capped and resurfaced within the greenway trail and any obsolete sewer
pipes will be plugged. The existing aerial crossing beneath the greenway bridge will be left in place to
prevent impacts to the existing bridge foundation and stream crossing.
The abandoned maintenance easements within the Conservation Easement consist of two sections:
one spanning from the Duke Power substation down to the crossing at Martin Luther King, Jr. Blvd and
the other along the pedestrian bridge crossing. The maintenance easement located along the
pedestrian bridge is composed primarily of greenway trail and therefore provides no opportunity to
return this area to the Conservation Easement. However, the maintenance easement spanning from
the Duke Power substation through the Conservation Easement to the road crossing appears to have
been left unmaintained for some time. This maintenance easement consisting of approximately 2,282
SF within the conservation easement, will be abandoned and allowed to continue undisturbed as
forested riparian buffer within the Conservation Easement. It is assumed that removal of the existing
sewer pipe within this area will result in unnecessary and further damage to the existing woody
vegetation in the area and will therefore be plugged and abandoned in -place.
H. Survey Plat of Proposed Easement Take
A survey plat of the proposed Conservation Easement will be provided by the City following the IRT
and NCEQ review and approval of the proposed impacts as well as the No Section 404/401 Permit
Required Concurrence (USACE) and Buffer Authorization (NCDWR) approvals. NCDWR and NCDEQ
Stewardship are currently coordinating subsequent steps for re -platting the easement.
I. Other Supporting Documentation
A PDF copy of the email correspondence with Duke Energy regarding an easement adjacent -to or
under the substation, along with a letter provided by the City of Raleigh Parks, Recreation and
Cultural Resources Department regarding potential impacts to park facilities, are attached in
Attachment C, Other Supporting Documentation.
If you need any additional information to assist in your review of Conservation Easement Impact
Application, feel free to contact me at 919-678-4155 or [e-mail].
Sincerely,
Jason Hartshorn, PWS
Attachments

Attachment A
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City of Raleigh - Public Utilities Department
Raleigh, Wake County, NC

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Plan Sheets

PROPOaC0'70 LF 36" STEEL CAS
425 SY OF GREENWAY S�� ,a roe PROPOSED TEMPORA�R1�
REPLACEMENT 3"°Z� ��� CONSTRUCTION W-_ EMENT
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SANITARY SE ER E P\4UG Ib\ NG\� 5" INV OUT (24" S)=248.80
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lye 02 ��Ho2 RIM=269.75 \tip INV IN=254.34 5.1 SEE PROJECT NOTES ON SHEET 3.
INV OUT=254.29 5.2 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING
`-Naz � INV IN (24" NW)=261.44 DI ` THE EXISTING PAVILLION STRUCTURE NEAR APPROX.
lys� 3NOZ IN OUT (24" NE)=261.34 TOC=271.42 / STA 12+60. ANY DAMAGE SUSTAINED TO THE
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1 ro N OUT=�68 5.4 THE CONTRACTOR SHALL NOTIFY THE CITY OF
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AT MANHOLES (S 44,5 152 dp�4 9 a \ EXCAVATING IN THE VICINITY OF THE EXISTING 30"
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�oIF 1 INV IN ',1 *t UNK) (NW)= 259.00' y I
NE1 INV out°(15"f UNK E - 258.30' ion I r \�� \([e-mail]) AND CALL
BREAKDOWN( AND FILL' Ir i = I \ �Si 919-996-2737 (SELECT OPTION #3 THEN OPTION
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INV 0 T (24" S)-249.73 REPLACEMENT 1 aQoO ORNAMENTAL ROCKS NEAR PROPOSED SSMH-05 AS
Dwo D REMOVE EXISTING I SEE NOTE 5.7 (TYP) ` �' - 0 NECESSARY TO ACCOMMODATE CONSTRUCTION AND
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0
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011063093
�IIIIIIIIII//�SHEET NUMBER
a im e Horn DATE
BLOODWORTH STREET SEWER
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SEAL =
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE 1" = 40' PUBLIC UTILITIES DEPARTMENT 037953
T No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB �2 •.•F `�:'� STA 9+94 TO 20+00 �F
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY ANH CITY OF RALEIGH NORTH CARO L I NA N p RF����
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSE F-0102 WWW.KIMLEY-HORN.COM /`/��/1111111111��\\\\ 13
o written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and # [CHECKED BY NDR SEAL:
1 Associates, Inc.
GRAPHIC SCALE IN FEET
0 20 40 80
Public
Sewer Collection / Extension System
G The City of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citys Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CTnRM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

Attachment C
Other Supporting
Documentation

From:
Raney. Nolan
To:
Hartshorn. Jason; P. E. Janeen Goodwin(Janeen.Goodwin(braleighnc.gov)
Cc:
Sullivan. William
Subject:
FW: CORPUD sewer relocation
Date:
Friday, April 26, 2019 8:44:01 AM
Attachments:
imaae001.Dno
imaae002.Dno
Jason /Janeen-
See below from Duke regarding easement on the substation property. Per the concerns listed below, Duke does not see a path forward
with obtaining an easement on their property.
Thanks,
IPf.1
Nolan D. Raney, P.E
Kimley-Horn 1 300 W. Morgan St, Suite 1500, Durham, NC 27701
Direct: 919 653 6625 1 www.kimley-horn.com
Nolan. [e-mail]
Connect with us: Twitter I Linkedln I Facebook I Instagram
From: Lee, Kevin Lawrence [mailto:[e-mail]]
Sent: Thursday, April 25, 2019 4:15 PM
To: Raney, Nolan <[e-mail]>
Cc: Pait, Bruce E. <[e-mail]>
Subject: FW: CORPUD sewer relocation
Nolan,
Nice speaking with you this afternoon. As discussed we see a number of concerns with the proposed alignment. Please review
the below email from substation management.
Let me know if you have further questions.
Thankyou!
Kevin Lee
Duke Energy
Sr. Real Estate Representative
410 S. Wilmington Street
Raleigh, NC 27601
919-546-6467 (Office)
919-524-7261 (Cell)
Mail Code NCRH16
keyin.lee(@duke-energy.com
% DUKE
" ENERGY.
ave WAWIRMDffcrnffW'
For more information about Right of Ways
From: Same, Timothy John
Sent: Thursday, April 25, 2019 4:10 PM
To: Lee, Kevin Lawrence <Kevin.Lee(@cIuke-energy.com>
Subject: RE: CORPUD sewer relocation
Kevin-

As discussed with you in person earlier today, the proposed alignment of the relocated sanitary sewer as shown below would
not be acceptable to Duke Energy for several reasons. First and foremost, it appears the red line, which I assume to be the
proposed centerline, falls either on or very close to the existing substation fence. Our standard fence installation includes
grounding material that typically extends 5-6 feet outside of the actual fence line. This grounding is tied to the overall
substation ground grid that typically has a depth of approximately 24". In addition, the proximity of the proposed alignment to
the energized rigid bus (white looking parallel lines in the photo) appears to be maybe only 10-20 away. Assuming standard
construction methods for installation of a sewer, we would not allow construction equipment to be that close to the
energized bus. That would mean that this station would need to be taken off-line to allow for this construction to happen.
That is very difficult at best and, depending on timing, could be impossible.
Generally, we try to work with municipalities when it comes to allowing easements on our properties when practical. We
hope to get the same considerations in return. However, given this particular scenario I do not believe that we have a
potential path forward here. We are happy to discuss with the City further or in person if desired.
Please let me know if I can be of further assistance in regards to this matter.
Thanks,
Tim
Timothy J. Same, P.E.
Manager — Site Design and Permitting
Substation Engineering
Duke Energy Progress
NCRH 3
410 South Wilmington Street
Raleigh NC 27601
ph 919-546-7468
mobile [phone]
fx 919-546-7175
VNet 770-7468
tim.some(@duke-eneray.com
From: Lee, Kevin Lawrence
Sent: Thursday, April 25, 2019 10:04 AM
To: Same, Timothy John
Subject: FW: CORPUD sewer relocation
Tim — let's talk if you have a minute after this meeting.
Per our conversation, the City of Raleigh Public Utilities Department is relocating existing sanitary sewer near the Duke Energy power
substation located at 421 Martin Luther King Jr. Blvd in Raleigh, NC. A potential sewer alignment being evaluated includes installing
sanitary sewer within a proposed utility easement on this parcel owned by Duke Energy Progress. Would Duke Energy be receptive or
willing to discuss a potential sewer easement on this property? Below is a clip of the potential easement area. Please let us know if you
have any questions / concerns.

Thankyou!
Kevin Lee
Duke Energy
Sr. Real Estate Representative
410 S. Wilmington Street
Raleigh, NC 27601
919-546-6467 (Office)
919-524-7261 (Cell)
Mail Code NCRH16
kevin.lee(@duke-energy.com
% DUKE
ENERGY.
WU WA suaarER eWcrf7Tff'

For more information about Right of Ways
From: Raney, Nolan [mailto:Nolan.Raneyt(@kimley-horn.com]
Sent: Thursday, April 25, 2019 9:29 AM
To: Lee, Kevin Lawrence <[e-mail]>
Cc: Pait, Bruce E. <Bruce.PaitPduke-energy.com>
Subject: CORPUD sewer relocation
*** Exercise caution. This is an EXTERNAL email. DO NOT open
attachments or click links from unknown senders or unexpected email.
***
Kevin -
If you have a second, would you be able to give me a call regarding the attached email from Bruce? I can provide some background on this
request to help with any questions and hopefully simplify the process.
Thanks,
1j"If
Nolan D. Raney, P.E
Kimley-Horn 1300 W. Morgan St, Suite 1500, Durham, NC 27701
Direct: 919 653 6625 I www.kimley-horn.com
Nolan. Raney(a)kimley-horn.com
Connect with us: Twitter I Linkedln I Facebook I Instagram

j0
;100
0
Raleigh
MEMO
Municipal Building
222 West Hargett Street
Raleigh, North Carolina 27601
One Exchange Plaza
1 Exchange Plaza,
Raleigh, North Carolina 27601
TO: Janeen Goodwin, PE
FROM: Stephen Bentley
DEPARTMENT: Parks, Recreation and Cultural Resource Department
DATE: August 1, 2019
SUBJECT: John Chavis Memorial Park Gazebo
Dear Ms. Goodwin,
I have reviewed the report provided by Mr. Jason Hartsworth, PWS from Kimley
Horn regarding relocation of the Bloodworth Street sewer line project through
John Chavis Memorial Park. I agree with the recommendation on "Alternative
C". 1 understand that the sewer line is underneath an existing gazebo in the
Park. Although this gazebo is not a contributing factor to the historic
designation of the park, it is an important part of the parks programming and
community asset.
The Parks, Recreation and Cultural Resources Department requests that the
gazebo remain in place and not impacted. As you may know we have a large
construction project initiating this fall which is the creation of a new community
center, play area and more. We appreciate the Public Utilities Department
collaborating on this review and want to remain engaged.
Sincerely,
i
4! W le�
Stephen C. Bentley
Assistant Director
City of Raleigh
Post Office Box 590 •Raleigh
North Carolina 27602-0590
(Mailing Address)

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PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
BLOODWORTH STREET SEWER
4-901, XIWA VXmif0--1:h!rrrf•�.'y�
OWNERS NAME: JANEEN GOODWIN, PE
PROJECT ENGINEER: NOLAN RANEY, PE
TELEPHONE NUMBER: 919-653-6625
MAILING ADDRESS: 300 W. MORGAN ST. DURHAM, NC
EMAIL ADDRESS: NOLAN.RANEY@KIMLEY—HORN.COM
PUBLIC IMPROVEMENT QUANTITY TABLE
NUMBER OF LOT(S)
N/A
LOT NUMBER(S) BY PHASE
N/A
NUMBER OF UNITS
N/A
LIVABLE BUILDINGS
N/A
OPEN SPACE
N/A
NUMBER OF OPEN SPACE LOTS
N/A
PUBLIC WATER (LF)
N/A
PUBLIC SEWER (LF)
1,950
PUBLIC REUSE (LF)
N/A
PUBLIC STREET (LF)
N/A
PUBLIC SIDEWALK (LF)
N/A
STREET SIGNS (LF)
N/A
WATER SERVICE STUBS
N/A
SEWER SERVICE STUBS
N/A
INDEX TO SHEETS
SHEE
NO T
DESCRIPTION
1
COVER
2
INDEX AND ABBREVIATIONS
3
GENERAL NOTES
4
OVERALL SHEET
5
PLAN AND PROFILE STA 10+00 TO 20+00
6
PLAN AND PROFILE STA 20+00 TO 29+09
7
BLOODWORTH TMP & CONNECTION PROFILES
8
GREENWAY DETOUR PLAN
9
SEWER STANDARD DETAILS
10
SEWER STANDARD DETAILS
11
SEWER STANDARD DETAILS
12
MISCELLANEOUS STANDARD DETAILS
13
MISCELLANEOUS STANDARD DETAILS
CITY PROJECT NO. WS-2016-25
100% CONSTRUCTION DRAWINGS
VIRGINIA
NORTH CAROLINA
EDEN
GREENSBORO/ 1 MEBANE
40 4/
ASHEBORO
NOT TO SCALE
SEE PROJECT
SITE MAP
OXFORD
501
70
N
W E
s
L0� BURG
D1 l401
DURHAM WAK OREST
CHAPEL 40
HILL 440
RALEIGH
15 CARY*
GARNER
501 1 • CLAYTON
40
FUQUAY—VARINA
SANFORD Iff I 195
PROJECT L OC,4 TION
PREPARED IN THE OFFICE OF:
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MARTIN LUTHER
KING JR BLVD
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NOT TO SCALE
PROJECT AREA
Ki" m ley))) i
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 NC LICENSE #F-0102
PHONE: [phone] FAX: [phone]
Right -of -Way Obstruction Notes
• Street, Lane, and Sidewalk closures or detours: Prior to any work
that impacts the right—of—way or closing of any street, lane, or
sidewalk, the contractor must apply for a permit with Right —of —Way
Services.
• A permit request with a traffic control and/or pedestrian plan shall
be submitted to [e-mail] at www.raleighnc.gov
Keyword "Right —of —Way Services."
• Prior to the start of work, the Client shall schedule a
Pre —Construction meeting with the Engineering Inspections
Coordinator to review the specific components of the approved plan,
and ensure all permits are issued.
• The City of Raleigh requires an approved Right —of —Way Obstruction
Permit for work on any public street or sidewalk and NCDOT road
within Raleigh's Jurisdiction.
• All Traffic Control Signage and practices shall adhere to the Manual
on Uniform Traffic Control, and the latest edition of the
NCDOT 'Standard Specification for Roadway
Structures", NCDOT `Roadway Standard Drawing Manual", and the
NCDOT supplement to the MUTCD.
• All public sidewalks must be accessible to pedestrians who are
visually impaired and/or people with mobility concerns. Existing and
alternative pedestrian routes during construction shall be required to
be compliant with the Public Rights of Way Accessibility Guidelines
(PROWAG), the ADA Standards for Accessible Design and the Manual
on Uniform Traffic Control Devices (MUTCD).
• All permits must be available and visible on site during the
operation.
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at [phone], and
the Public Utilities Department at [phone] at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and
require reinstallation of any water or sewer facilities not inspected
as a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion
from future work in the City of Raleigh.
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
REVISIONS
0
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0
0
0
0
0
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0
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N0. DATE DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley—Horn
and Associates, Inc. shall be without liability to Kimley—Horn
and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2020
DRAWING:
DATE:
JAN 2020
SEAL9l•'
037953
%�O� • NG I NF;``••��C„�
qN D RP
/////IIIII000
SEAL:
JOB NUMBER:
011063093

ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
PSI
POUNDS PER SQUARE INCH
AC
ASBESTOS CEMENT
ADDL
ADDITIONAL
AL
ALUMINUM
QA
QUALITY ASSURANCE
ALT
ALTERNATE
QC
QUALITY CONTROL
APPROX
APPROXIMATE
QTY
QUANTITY
ASPH
ASPHALT
RCP
REINFORCED CONCRETE PIPE
ASSY
ASSEMBLY
REQD
REQUIRED
ATTN
ATTENTION
ROW
RIGHT OF WAY
AVG
AVERAGE
RR
RAILROAD
S
SOUTH
BFP
BACKFLOW PREVENTER
SAN
SANITARY
BLDG
BUILDING
SCHED
SCHEDULE
BM
BENCHMARK
SI
INTERNATIONAL SYSTEM OF UNITS
BO
BLOWOFF
SLV
SLEEVE
SPEC
SPECIFICATION
SQ
SQUARE
C&G
CURB AND GUTTER
SS
SANITARY SEWER
CAP
CAPACITY
SST
STAINLESS STEEL
CB
CATCH BASIN
STA
STATION
CCW
COUNTERCLOCKWISE
STD
STANDARD
CEM
CEMENT
SURV
SURVEY
Cl
CAST IRON
SW
SIDEWALK
Cl
CURB INLET
SYM
SYMBOL
CIP
CAST IRON PIPE
CL
CENTERLINE
TBM
TEMPORARY BENCHMARK
CL
CLASS
TC
TERRA COTTA
CO
CLEANOUT
TCP
TRAFFIC CONTROL PLAN
CONC
CONCRETE
TD
TRENCH DRAIN
COORD
COORDINATE
TDH
TOTAL DYNAMIC HEAD
CTR
CENTER
TEMP
TEMPORARY
CTRL
CONTROL
TP
TELEPHONE POLE
CU FT
CUBIC FEET
TV
TELEVISION
CU IN
CUBIC INCH
TYP
TYPICAL
CU YD
CUBIC YARD
z CW
CLOCKWISE
UGND
UNDERGROUND
UTIL
UTILITY
Q
DAT
DATUM
VAR
VARIES
z DBL
DOUBLE
VFD
VARIABLE FREQUENCY DRIVE
DC
DIRECT CURRENT
VOL
VOLUME
DEG
DEGREE
z DEPT
DEPARTMENT
INWEST
Q DET
DETAIL
W/
WITH
x DI
DROP INLET
W/0
WITHOUT
DIA
DIAMETER
WL
WATERLINE
DIP
DUCTILE IRON PIPE
WM
WATER METER
DIST
DISTANCE
WT
WEIGHT
DR
DRIVE
WW
WASTE WATER
i
YI
YARD INLET
E
EAST
EA
EACH
EFF
EFFICIENCY
z ESMT
EASEMENT
SECTION AND DETAIL KEYING
EXIST
EXISTING
EXT
EXTERIOR
DRAWINGS ARE
REFERENCED IN THE FOLLOWING METHOD:
(A) A SECTION
CUT IS IDENTIFIED AS FOLLOWS:
FDC
FIRE DEPARTMENT CONNECTION
FH
FIRE HYDRANT
SECTION LETTER
FLG
FLANGE
A
o FOC
FACE OF CURB
SHEET WHERE SECTION IS SHOWN
FPS
FEET PER SECOND
6
o FT
FEET
(B) A DETAIL CALL
OUT IS IDENTIFIED AS FOLLOWS:
G
NATURAL GAS
J GAL
GALLON
"SEE DETAIL 3/26"
GALV
GALVANIZED
GOUT
GOVERNMENT
SHEET WHERE DETAIL IS SHOWN
GPD
GALLONS PER DAY
DETAIL NUMBER
GPH
GALLONS PER HOUR
Q' GPM
GALLONS PER MINUTE
(C) A DETAIL IS IDENTIFIED ON SHEET 26 AS FOLLOWS:
DETAIL NUMBER
- HOPE
HIGH DENSITY POLYETHYLENE
r HH HAND HOLE SHEET WHERE DETAIL IS SHOWN
HORIZ HORIZONTAL
HP HORSE POWER 26
HYD
HYDRANT
INV
INVERT
MATERIALS
IP
IRON PIPE
ri LF
LINEAR FEET (FOOT)
(
r5,
LL
LOWER LEVEL
GRADE OR EARTH
o LN
LANE
LP
LIGHT POLE
LS
LUMP SUM
SAND
n LTS
LAND TREATMENT SITE
0
GRAVEL/RIP RAP
0
:> MATL
MAX
MATERIAL
MAXIMUM
CONCRETE
z MBL
MAXIMUM BUILDING LIMIT
°
MGD
MILLION GALLONS PER DAY
Q MH
MANHOLE
CONIC. FILL OR GROUT
> MIN
MINIMUM
z MSL
�
MEAN SEA LEVEL
GRATING
< N
NORTH
NA
NOT APPLICABLE
NFC
NATIONAL FIRE CODE
CHECKERED PLATE
x NO
NUMBER
NTS
NOT TO SCALE
ROCK=�
�=
z
J PCF
POUNDS PER CUBIC FOOT
PERM
PERMANENT
WATER SURFACE
PKWY
PARKWAY
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PROPERTY LINE
ASPHALT
PLF
POUNDS PER LINEAR FOOT
POLY
POLYETHYLENE (PLASTIC)
PPM
PARTS PER MILLION
BRICK
o PROP
PROPERTY
0 PRV
PRESSURE RELIEF VALVE
T
s
No. REVISIONS DATE BY
z0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
2 I Associates, Inc.
LEGEND
EXISTING
DESCRIPTION
PROPOSED
EXISTING
DESCRIPTION
PROPOSED
PROPERTY/ROW
— —
TELEPHONE PEDESTAL
SETBACK — —
— — — — — — — ——
❑T
TRANSFORMER PAD
❑T
— — —
EASEMENT
— — —
GATE VALVE
N
—
CENTERLINE
—
PLUG VALVE
—0—
MONUMENT
—0—
—0—
IRON PIPE/ROD
_4 —
LIGHT POLE
BUILDING
-0-
UTILITY POLE
}
EDGE WETLAND
HYDRANT
#
®
STORM DRAINAGE
WETLAND BUFFER
STRUCTURE
•
CREEK/DITCH
SANITARY SEWER
MANHOLE
— — — — — — — —
GRAVEL ROAD — —
— — — — — — — —
(�
POTABLE WELL
�W
EDGE PAVEMENT�
FH
FIRE HYDRANT
CURBLINE
WM ®
WATER METER
EDGE WATER
WATER METER SIZE
PER SCHEDULE
A❑
TREELINE
REDUCER
10
— —250—
— CONTOURS (MAJOR)
250
BLOWOFF ASSEMBLY
­0.
— — — — — — — — —
— CONTOURS (MINOR)
BACKFLOW PREVENTER
— — — — —G—
GAS
GAS
CO O
SANITARY SEWER
CLEANOUT
— — — — —w—
WATER
IN
PP `�
POWER POLE
-----ss—
SEWER
ss
TYPICAL PLUG AND REMOVAL
ASS
STORM DRAIN
FM—
FORCE MAIN
FM
TYPICAL IN —LINE PLUG
GROUND PROFILE
--
230.20
SPOT GRADE
+ 230.20
EXISTING/PROPOSED ITEMS
_ _ _ _ _ _ _ _ _ _
--------------------
RETAINING WALL
15" RCP
CULVERT"'
DECIDUOUS TREE
X
n n n
GUARDRAIL
a
CHAIN LINK FENCE
a a
CONIFEROUS TREE
O
x
BARB WIRE FENCE
x x
STOCKADE FENCE
° °
BENCHMARK
RAILROAD
®
NCGS—NORTH CAROLINA GEODETIC MONUMENT
E
ELECTRICAL
X 342.00'
SPOT ELEVATION
X 342.00'
T
TELEPHONE
GEOTECHNICAL BORING
— — — — —UGE
UNDERGROUND ELECTRICAL
UGE
TEMPORARY BENCHMARK
— — — — —OHP
— OVERHEAD POWER
SOIL BORING/AUGER PROBE
B01
UNK
UNDERGROUND UNKNOWN UTILITY
SURVEY IRON
0
FLOODWAY BOUNDARY
MATCH LINE
WETLANDS
TEMPORARY CONSTRUCTION
TCE TCE
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TEMPORARY
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ENTRANCE
LIMITS OF DISTURBANCE/
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TREE PROTECTION FENCE
PAVEMENT
SILT FENCE
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COMBINATION SILT FENCE/
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TEMPORARY DIVERSION
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U—SHAPED INLET
DITCH
PROTECTION
TREE PROTECTION
TPF
MILLING LIMITS
REMOVE UTILITY
ABANDON IN PLACE
Kiomley)))Horn
© 2020 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
011063093
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DESIGNED BY PUBLIC UTILITIES DEPARTMENT 037953 + OF
DGB ABBREVIATIONS
DRAWN BY ANH CITY OF RALEIGH, NORTH CAROLINA
II CHECKED BY NDR SEAL: 13
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
Citis public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citis Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CTnRM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

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GENERAL NOTES:
1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL NECESSARY
LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT ITS EXPENSE, UNLESS PREVIOUSLY
OBTAINED BY THE OWNER AND PROVIDED AT THE PRECONSTRUCTION CONFERENCE.
2. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER OR
THEIR REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE.
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE
ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
OWNER AND PUBLIC. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND ERECT AND MAINTAIN AT
ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES,
SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION
SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE
OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
5. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO NCDEQ REGULATIONS, AND TO CURRENT CITY OF
RALEIGH REGULATIONS, STANDARDS, AND SPECIFICATIONS.
6. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
7. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
8. THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SURVEY. ANY EXISTING STAKEOUT OR BENCHMARKS
SHALL NOT BE RELIED UPON BY THE CONTRACTOR.
9. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD 83).
10. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
11. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE SIZE, DEPTH, MATERIAL AND LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR
PROTECTION. THE ENGINEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THE
PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER
AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN.
PRIOR TO DIGGING ON AND OFF SITE, THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY "NC 811"
1-800-632-4949. THE CONTRACTOR SHALL CONTACT ANY UTILITY COMPANY WHOSE UTILITIES ARE NOT
LOCATED BY "NC 811" FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ANY AND ALL
DAMAGE MADE TO UTILITIES BY THE CONTRACTOR TO EXISTING CONDITIONS AT THE CONTRACTOR'S EXPENSE.
12. BURIED DATA, TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE KNOWN TO VARY
DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE WORK WITH CONFLICTING DATA,
TELEPHONE AND CATV CABLES AS NECESSARY FOR INSTALLATION OF THE PROPOSED WATER AND SEWER.
UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE EXPLICIT
RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY
RELOCATION. THE CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS COORDINATION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS ANY ADDITIONAL
SUPPORT OF EXISTING UTILITY POLES OR OTHER ITEMS AS REQUIRED FOR TRENCH EXCAVATION AND NOT
EXPLICITLY CALLED FOR UNDER A PAY ITEM. ALL COSTS OF SUCH WORK SHALL BE PAID BY THE
CONTRACTOR.
14. THE CONTRACTOR SHALL VERIFY THE VOLTAGES OF ALL ELECTRICAL UTILITIES AND FOLLOW THE
APPROPRIATE OSHA STANDARDS WHEN WORKING IN THEIR VICINITY.
15. THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE ROADWAYS AND THE
CITY OF RALEIGH ALONG CITY STREETS.
16. UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG THE PIPE CENTERLINE.
17. OWNERS WILL FURNISH DESCRIPTIONS OF EASEMENTS UPON REQUEST.
18. ALL PAVEMENT CUTS SHALL BE SAWCUT ALONG A CONTINUOUS STRAIGHT LINE AND REPAVED PER THE
DETAILS. DECORATIVE CONCRETE SHALL BE CUT TO THE NEAREST JOINT.
19. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION JOINT
BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH. TRAFFIC ISLANDS, CURBS AND
CONCRETE DRIVEWAYS SHALL MATCH EXISTING.
20. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE INSTALLATION OF THE
UTILITY. ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED EASEMENT WIDTHS. EXCAVATION WITHIN
PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE INSTALLED AS REQUIRED TO PROTECT
EXISTING UTILITIES.
21. PLACED RIP -RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 TIMES THE MAXIMUM STONE DIAMETER AND SHALL
HAVE A LAYER OF TYPE II GEOTEXTILE SEPARATOR PLACED BETWEEN THE SOIL AND STONE.
22. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH
AS TREES, VEGETATION, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF -SITE AT A STATE APPROVED DISPOSAL SITE UNLESS SHOWN OTHERWISE ON
THE DRAWINGS.
23. IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL VIDEOTAPE UTILITY ALIGNMENTS INCLUDING EACH
DRIVEWAY, SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR
BETTER, INCLUDING FEATURES ON PRIVATE PROPERTIES OR WITHIN RIGHT-OF-WAYS UNLESS OTHERWISE
DIRECTED BY THE ENGINEER. VIDEO SHALL BE SUBMITTED TO CITY OF RALEIGH AND THE ENGINEER PRIOR
TO WORK.
24. CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY AT ALL TIMES.
25. DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND ACCESS TO FIRE HYDRANTS SHALL
BE MAINTAINED AT ALL TIMES.
26. ALL CONSTRUCTION SHALL BE LIMITED TO STREET RIGHTS -OF -WAY AND OBTAINED EASEMENTS. WHERE THE
CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY AND AN
EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY OWNERS
AND OBTAIN WRITTEN APPROVAL FOR THAT ENCROACHMENT. SUCH APPROVALS SHALL BE PROVIDED TO THE
OWNER AND ENGINEER.
27. CONTRACTOR SHALL NOTIFY HOME OWNERS AT LEAST 7 DAYS PRIOR TO CONSTRUCTION THAT
CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA.
28. CONTRACTOR SHALL REMOVE AND REPLACE ALL CONFLICTING FENCES, PLANTERS, LANDSCAPING, MAIL
BOXES, CULVERTS, HEADWALLS, ORNAMENTAL STRUCTURES, ETC. WITHIN THE RIGHT OF WAY OR PERMANENT
EASEMENT UNLESS OTHERWISE SHOWN ON THE PLANS OR IN THE CONTRACT DOCUMENTS. CONFLICTING
TREES WITHIN THE RIGHT OF WAY SHALL BE REMOVED AS DENOTED ON THE PLANS WITH AN " X " .
29. LANE AND SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH BOTH CITY OF RALEIGH AND NCDOT
REQUIREMENTS.
30. TRENCHES SHALL BE BACKFILLED OR COVERED WITH ROAD PLATES AT THE END OF THE WORK DAY. ROAD
PLATES SHALL BE DESIGNED BY THE CONTRACTOR.
31. CONTRACTOR SHALL PATCH ALL ROADWAY PAVEMENT DISTURBANCES BY THE END OF EACH WEEK.
TEMPORARY GRAVEL PATCHES SHALL BE PROVIDED DAILY AND MAINTAINED UNTIL PAVEMENT PATCH IS
PROVIDED. EROSION CONTROL SHALL BE PROVIDED AS NECESSARY FOR GRAVEL AREAS.
32. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL TOOLS, APPLIANCES,
CONSTRUCTION EQUIPMENT AND MACHINERY, AND SURPLUS MATERIALS AND SHALL RESTORE TO ORIGINAL
CONDITION ALL PROPERTY NOT DESIGNATED FOR ALTERATION BY THE CONTRACT DOCUMENTS.
33. "X" SYMBOL INDICATES TREES TO BE REMOVED IN THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
34. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER AND SEWER SERVICES
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN AND THE REMOVAL OF THE
SERVICE FROM THE RIGHT-OF-WAY OR EASEMENT PER THE CORPUD HANDBOOK PROCEDURE.
35. INSTALL 4" PVC SEWER SERVICES ® 1.0% GRADE (MINIMUM) WITH CLEANOUTS LOCATED AT RIGHT-OF-WAY
OR EASEMENT LINE AND SPACED EVERY 75 LF (MAXIMUM).
36. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDEQ, USACE,
AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND AND/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR
TO CONSTRUCTION.
37. NCDOT/RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN
EXTENSIONS AND SERVICE TAPS) WITHIN STATE OR RAILROAD RIGHT-OF-WAY PRIOR TO CONSTRUCTION.
38. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD
INVOLVED AS LISTED IN APPENDIX B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH
CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN
SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN
CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC
TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL
CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGER. CONTACT JOANIE HARTLEY AT
[phone] OR [e-mail] FOR MORE INFORMATION.
No. REVISIONS DATE BY
z
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
EROSION AND SEDIMENTATION CONTROL NOTES:
1. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO NORTH CAROLINA SEDIMENT AND
EROSION CONTROL STANDARDS AND AS DIRECTED BY THE ENGINEER. ALL DEVICES SHALL BE MAINTAINED SUCH THAT THEY
FUNCTION AS INTENDED. AFTER COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL
DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION IS NO LONGER EVIDENT. REMOVAL OF
THE REMAINDER OF THE EROSION CONTROL DEVICES SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED. REMOVAL OF THE
EROSION CONTROL DEVICES SHALL BE PERMITTED ONLY WITH THE PRIOR APPROVAL OF THE ENGINEER.
2. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SELF -INSPECTIONS. TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION
REPORTS AND NPDES SESLF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTION SHOULD BE
CONDUCTED AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE
FORM CAN BE ACCESSED AT: (HTTP: //DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/
EROSION-SEDIMENT-CONTROL/FORMS).
3. THE CONTRACTOR SHALL KEEP ON SITE A COPY OF THE APPROVED EROSION CONTROL PLAN, THE CERTIFICATE OF
APPROVAL, THE LETTER OF APPROVAL, AND THE NPDES PERMIT (WITH A MINIMUM OF 30 DAYS OF SELF -INSPECTION
REPORTS), AS WELL AS INSTALL AND MAINTAIN A RAIN GAUGE FOR RECORD KEEPING PURPOSES, UNTIL THE PROJECT IS
CLOSED OUT BY THE NCDEQ LQS RALEIGH REGIONAL OFFICE.
4. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.
5. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE SEEDED, MULCHED, AND
RESTORED IN ACCORDANCE WITH NORTH CAROLINA SEDIMENT AND EROSION CONTROL STANDARDS. ALL GROUND COVER
SHALL BE APPLIED PER THE CONDITIONS OF THE NPDES PERMIT, OR IN CRITICAL AREAS, AT THE END OF THE DAY.
6. EXISTING VEGETATION OUTSIDE OF THE LIMITS OF DISTURBANCE AND CLEARING LIMITS TO REMAIN SHALL BE PROTECTED
FROM DAMAGE.
7. ANY AREAS THE CONTRACTOR UTILIZES FOR STOCKPILING SHALL HAVE ADEQUATE EROSION CONTROL MEASURES INSTALLED
PER THE NORTH CAROLINA SEDIMENT AND EROSION CONTROL HANDBOOK. CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING ALL NECESSARY PERMITS FOR STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND ANY OTHER OFFSITE
AREAS. THESE AREAS SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM INLETS AND SURFACE WATERS.
8. NEEDED REPAIRS TO EROSION CONTROL MEASURES SHALL BE PERFORMED IMMEDIATELY.
9. A LAYER OF SAND, SCREENINGS, OR FINES SHALL BE DEPOSITED ON IMPERVIOUS SURFACES PRIOR TO THE DEPOSITION OF
EXCAVATED MATERIAL TO FACILITATE CLEAN UP AND PROTECT EXISTING PAVEMENT. THE STREET SHOULD BE SWEPT DAILY
TO REMOVE DIRT.
10. ALL DEWATERING DISCHARGE SHALL BE FILTERED THROUGH SILT BAGS AND/OR OTHER APPROVED EROSION CONTROL
MEASURES.
11. ALL GROUND COVER TO BE APPLIED PER CONDITIONS OF THE NPDES PERMIT OR IN CRITICAL AREAS, AT END OF DAY.
12. CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER PROTECTED AREAS. ANY
SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL BE REMOVED.
13. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL
BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION.
14. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. TWO TO THREE INCH STONE SHALL BE USED FOR THE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
15. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING UPON FIELD CONDITIONS.
16. IN AREAS WHERE THERE IS BRUSH OR TREES BEYOND PROPOSED LIMITS OF DISTURBANCE OR SILT/TREE PROTECTION
FENCE, THE FENCE SHALL BE COMBINATION FENCE (EVEN IF SHOWN OTHERWISE ON PLANS).
GENERAL CONSTRUCTION AND EROSION CONTROL
SEQUENCE:
1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY
(NCG010000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
2. PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INPECTIONS REGIONAL COORDINATOR (WESTERN REGION) AT
[phone] TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING.
3. CONTACT NCDEQ LAND QUALITY SECTION RALEIGH REGIONAL OFFICE AT [phone] AND TO SCHEDULE A
PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO WORK BEGINNING. FAILURE TO DO SO WILL RESULT IN A
NOTICE OF WORK VIOLATION AND POSSIBLE FINES.
4. A MINIMUM OF TWO WEEKS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR AND OBTAIN A TREE
IMPACT PERMIT FROM THE CITY OF RALEIGH FOR ANY TREES THAT MAY BE IMPACTED WITHIN CITY RIGHT-OF-WAY OR
PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR THE TREE IMPACT PERMIT FEE.
5. OBTAIN ALL CONSTRUCTION PERMITS.
6. COORDINATE SPECIAL NOTIFICATIONS TO PROPERTY OWNERS AND AGENCIES WITH CORPUD ASSIGNED PROJECT
ADMINISTRATOR AND FIELD INSPECTOR.
7. INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE INDICATED AND WHERE CONSTRUCTION TRAFFIC COMES ONTO
PAVEMENT.
8. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON PLANS, AS WELL AS AT ANY AREAS USED FOR
EQUIPMENT STAGING, MATERIALS LAYDOWN, SPOIL, OR WASTE. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY
THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES.
9. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER SITE INSPECTION.
10. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY -CLEARING AND
GRUBBING.
11. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEK AND
AFTER EVERY RAINFALL EVENT. NEEDED REPAIRS SHALL BE PERFORMED IMMEDIATELY.
12. EROSION CONTROL MEASURES SHALL BE CLEANED OUT WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50%
FILLED.
13. EROSION CONTROL MEASURES SHALL BE MAINTAINED AS FOLLOWS:
13.1. STONE CHECK DAMS SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2-INCH OR GREATER)
RAINFALL EVENT AND REPAIRED IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD
CLOG THE CHANNEL WHEN NEEDED.
13.2. CURB INLET SEDIMENT CONTROL SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2-INCH
OR GREATER) RAINFALL EVENT AND REPAIRED IMMEDIATELY. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENT RAINS.
13.3. SILT FENCE SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2-INCH OR GREATER)
RAINFALL EVENT AND REPAIRED IMMEDIATELY. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN EVENT AND TO REDUCE LATERAL PRESSURE ON THE FENCE.
14. CLEAR AND GRUB AREA WHERE INDICATED. CARE SHALL BE TAKEN WHERE CONSTRUCTION ACTIVITIES ARE ADJACENT TO
BUFFERED STREAMS.
15. EXCAVATE AND INSTALL PROPOSED WORK.
15.1. ALL EXCAVATION SHALL BE BACKFILLED OR STABILIZED AT THE END OF EACH DAY UNLESS OTHERWISE APPROVED BY
THE ENGINEER.
15.2. ALL DISTURBED DRIVEWAYS SHALL BE RESTORED VIA PERMANENT OR TEMPORARY (I.E. STONE, STEEL PLATES, ETC.)
METHODS AT THE END OF EACH DAY. ALL TEMPORARY DRIVEWAY RESTORATION SHALL BE CONSIDERED INCIDENTAL TO
THE PIPELINE INSTALLATION. FINAL DRIVEWAY RESTORATION SHALL BE COMPLETED WITHIN 30 DAYS OF INITIAL
DISTURBANCE.
11. INSTALL DITCH LININGS WHERE INDICATED ON PLANS UPON COMPLETION OF UTILITY INSTALLATION.
12. PERFORM FINAL GRADING OF ALL DISTURBED AREAS.
13. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON
PROJECT SITE.
14. STABILIZE AND SEED ALL DENUDED AREAS ACCORDING TO THE SPECIFICATIONS. COVER STEEPER SLOPES (3:1 OR STEEPER)
WITH RECP AFTER SEEDING.
15. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF
OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES
AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION.
16. REMOVE EROSION CONTROL MEASURES. MEASURES SHALL NOT BE REMOVED UNTIL THE ENTIRE SITE HAS BEEN
REESTABLISHED. ALL SEDIMENT BASINS MUST BE MAINTAINED UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN STABILIZED
WITH THE ESTABLISHMENT OF PERMANENT VEGETATION.
17. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER FINAL INSPECTION.
Kimley)))Horn
■
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
UTILITY NOTES:
1. UTILITY SEPARATION REQUIREMENTS:
A. DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY
PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED
RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL
SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE
SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50'
FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION
BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED
DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN
A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18"
ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER
TO OUTSIDE DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A
SANITARY SEWER PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL
ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED
& INSTALLED TO WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY
SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR
SANITARY SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATER MAIN & RCP STORM
DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY
SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS
CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE
HAVING 6" MIN. CLEARANCE).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES
WITH 18" MIN. VERTICAL SEPARATION REQUIRED.
2. MINIMUM PIPE COVER FOR SANITARY SEWER SHALL BE 4 FEET UNLESS DUCTILE IRON
PIPE IS USED AND LESS COVER IS SPECIFICALLY APPROVED BY THE ENGINEER.
3. THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE "TRENCH
EXCAVATION LIMITS" AS SHOWN ON THE DRAWINGS, CITY OF RALEIGH DETAIL S-4.
4. CONTRACTOR SHALL CORE DRILL AND MODIFY ALL EXISTING MANHOLES FOR
CONNECTION OF PROPOSED SEWERS.
5. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY
NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 72 HOUR ADVANCE
NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
6. RESTRAINED JOINT PIPE JOINTS SHALL BE INSTALLED BETWEEN THE STATIONS
INDICATED ON THE DRAWINGS. IF A BEND OR FITTING IS RELOCATED BY THE
CONTRACTOR FOR HIS CONVENIENCE THEN THE REQUIRED LENGTH OF RESTRAINED
JOINTS SHALL BE MAINTAINED, AT NO ADDITIONAL COST TO THE OWNER. IF
ADDITIONAL BENDS OR FITTINGS INSTALLED BY THE CONTRACTOR FOR HIS
CONVENIENCE, THEN THE CONTRACTOR SHALL INSTALL THE REQUIRED LENGTH OF
RESTRAINING JOINTS AS DETERMINED BY THE ENGINEER, AT NO ADDITIONAL COST TO
THE OWNER.
7. CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT SURVEY DATA OF ALL
PROPOSED AND EXISTING MANHOLES ALONG THE PROJECT CORRIDOR.
NORTHING/EASTING COORDINATES AND RIM AND INVERT ELEVATIONS SHALL BE
PROVIDED FOR ALL MANHOLES AND STRUCTURES, INCLUDING SEWER VENT PIPES.
AS -BUILT ELEVATIONS SHALL BE ACQUIRED BY A LICENSED SURVEYOR DURING
INSTALLATION AND REFERENCED TO THE PROJECT DATUM. SURVEY SHALL BE
PROVIDED BY A SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA.
8. ALL METAL NON -STAINLESS STEEL SEWER PIPE AND FITTINGS SHALL BE LINED WITH
PROTECTO-401. ALL DUCTILE IRON PIPE SHALL BE PC 350. ALL 16" AND 24" PVC
SANITARY SEWER SHALL BE DR18 C900 PVC, UNLESS OTHERWISE NOTED ON THE
PLANS.
9. DETECTOR TAPE AND WIRE IS REQUIRED FOR ALL BURIED PIPE.
10. ALL MANHOLE COVERS AND VALVE BOX LIDS FOR WATER SHALL READ "WATER", ALL
MANHOLE COVERS AND VALVE BOX LIDS FOR SEWER SHALL READ "SEWER".
11. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR
TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL
BE REPORTED TO THE ATTENTION OF THE OWNER.
12. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL DIP GRAVITY SEWER MAIN BEDDING
SHALL BE "TYPE B" PER CITY OF RALEIGH DETAIL S-4. ALL PVC GRAVITY SEWER
MAIN BEDDING SHALL BE PER CITY OF RALEIGH DETAIL S-5.
13. ALL WATER SERVICE METERS SHALL BE SUPPORTED IN PLACE OR TEMPORARILY
RELOCATED AND REINSTALLED IN THEIR ORIGINAL LOCATION, UNLESS OTHERWISE
NOTED ON THE PLANS.
TRAFFIC CONTROL NOTES:
1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A MEETING
WITH THE CITY'S PUBLIC WORKS DEPARTMENT TO REVIEW THE SPECIFIC COMPONENTS
OF THE PLAN AND OPERATION OF THOSE FACILITIES DURING CONSTRUCTION.
2. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OBSTRUCTION PERMIT FOR ANY
WORK WHICH REQUIRES THE OBSTRUCTION OF A SIDEWALK, TRAVEL LANE, OR FULL
STREET FROM THE RIGHT-OF-WAY SERVICES PERMITTING COORDINATOR AT (919)
996-2483 OR HTTP://RALEIGHNC.SEAMLESSDOCS.COMUEMERGENCYCLOSURE NO
LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF LANE CLOSURES, AND NO
LESS THAN TWO (2) WEEKS IN ADVANCE OF FULL STREET CLOSURES.
3. THE SIDEWALK AND PAVEMENT SHALL BE FREE AND CLEAR OF DEBRIS AT ALL TIMES.
4. ALL SIDEWALKS ARE PUBLIC AND MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE
VISUALLY IMPAIRED AND/OR PEOPLE WITH MOBILITY DISABILITIES. EXISTING AND
ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE COMPLIANT WITH
THE PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG), 2010 ADA
STANDARDS FOR ACCESS DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
5. ANY DAMAGE TO THE RIGHT-OF-WAY SHALL BE REPAIRED PER CITY OF RALEIGH
SPECIFICATIONS AT NO COST TO THE CITY.
PROJECT NOTES:
1. SOME OF THE PROJECT IS LOCATED WITHIN THE 100 YEAR FLOOD PLAIN. THE
CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE WORK, EQUIPMENT,
WORKERS AND THE EXISTING PUMP STATION FROM FLOODING.
2. SEWER LATERAL LOCATIONS ARE FOR THE CONTRACTOR'S REFERENCE ONLY. THE
CONTRACTOR IS STILL RESPONSIBLE FOR FIELD VERIFYING SEWER LATERAL
LOCATIONS, SIZES, AND MATERIALS.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR
NCDOT STANDARDS AND SPECIFICATIONS.
4. THERE SHALL BE NO DISTURBANCE OUTSIDE OF EASEMENT BOUNDARIES, SILT
FENCE/TREE PROTECTION FENCING, LIMIT OF DISTURBANCE (LOD) LINES, AND
EXISTING/PROPSED CLEARING LIMITS.
5. ALL LAND DISTURBANCE WILL BE RESTORED AND RE -VEGETATED ACCORDING TO THE
CORPUD HANDBOOK AND CITY SPECIFICATIONS.
6. EXISTING SEWER MANHOLES TO BE ABANDONED SHALL BE BROKE DOWN AND FILLED
UNLESS NOTES FOR REMOVAL. EXISTING SEWER LINES TO BE ABANDONED SHALL BE
PLUGGED AT EACH MANHOLE.
TRAFFIC MANAGEMENT NOTES:
1. THE CONTRACTOR SHALL NOTIFY CITY OF RALEIGH RIGHT-OF-WAY SERVICES WHEN
DETOURS ARE PUT INTO PLACE VIA THE ON-LINE NOTIFICATION SYSTEM.
2. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT IS RESPONSIBLE FOR ANY
COMMUNICATION TO THE PUBLIC ABOUT ALL CLOSURES AND DETOURS.
3. FULL ROAD CLOSURE DURATIONS SHALL BE KEPT AT A MINIMUM TO REDUCE IMPACT
TO RESIDENCES AND TRAFFIC.
GENERAL NOTES
1. TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATELY AFTER
CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL. PERMANENT PLANTINGS SHALL
BE COMPLETED BETWEEN NOVEMBER 15 AND MARCH 1. HOWEVER, PLANTING MAY
OCCUR OUTSIDE THIS WINDOW AS APPROVED BY ENGINEER.
2. APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING
TABLE AT 1,000 LBS/ACRE (UNLESS SOIL TESTING INDICATED OTHERWISE AS
APPROVED BY ENGINEER):
NITROGEN
10%
PHOSPHOROUS
10%
POTASSIUM
10%
3. APPLY LIME TO ADJUST SOIL pH IN ACCORDANCE WITH THE SPECIFICATIONS.
4. EXOTIC AND INVASIVE VINES AND GRASSES SHALL BE REMOVED INSIDE ALL OF THE
PLANTING ZONES.
5. APPLY 4,000 LB/ACRE MULCH. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6. RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF
NCDEQ EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
7. GROUND COVER MUST BE ESTABLISHED ON ALL DISTURBED SURFACES PER NCDEQ
REQUIREMENTS OR SPECIAL PROVISIONS, WHICHEVER IS MORE STRINGENT.
SPECIES
NAME
COMMON
NAME
PLANTING
DATE
Secale cereale
Rye Grain
JAN 1 - MAY 15
Utochola ramosa
Browntop Millet
MAY 15 - AUG 15
Secale cereale
Rye Grain
AUG 15 - DEC 31
Triticum aestivum
Wheat Grass
AUG 15 - DEC 31
* APPLICATION RATE OF 20 Ibs/ac
1. IF APPLYING TEMPORARY SEED BETWEEN AUG 15 - DEC 31, USE MIX
OF 60% RYE GRAIN
AND 40% WHEAT GRASS
TABLE 1 - TEMPORARY SEED MIXTURE
SPECIES
NAME
COMMON
NAME
MIX 2
PERCENTAGE
Andropogon gerardii
Big Bluestem
5
Andropogonvirginicus
Broomsedge
5
Arisaema triphyllum
Jack -in -the -Pulpit
5
Helianthus angustifolius
Swamp Sunflower
5
Juncus effusus
Common Rush
15
Panicum clandestium
Deertongue
20
Panicumnvirgatum
Switchgrass
40
Sorghastrum nutans
Indiangrass
5
1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL.
2. APPLICATION RATE OF 20 LBS/AC
TABLE 2 - PERMANENT SEED MIXTURE
PLANTING
DATES
GRASS TYPES
POUNDS/
ACRE
Aug. 15 - Nov. 1
Tall Fescue
300
Nov. 1 - Mar. 1
Tall Fescue
300
& Abruzzi Rye
25
Mar. 1 - Apr. 15
Tall Fescue
300
Apr. 15 - Jun. 30
Hulled Common Bermudagrass
25
Jun. 1 - Aug. 15**
Tall Fescue
120
& Browntop Millet
35
& Sorghum -Sudan Hybrids
30
Lime
2 Tons/Ac; 3 Tons/Ac in Clay Soils
Fertilizer
10/10/10
1,000
Mulch
Straw
4,000
**Temporary seeding, reseed according to optimum season for permanent seeding.
TABLE 3 - PLANTING DATES AND RATES
KHA PROJECT
0110
63093
BLOODWORTH STREET SEWER
DATE
JAN 2020 PREPARED FOR
SCALE NSA PUBLIC UTILITIES DEPARTMENT
DESIGNED BY DGB
DRAWN BY ANH CITY OF RALEIGH, NORTH CAROLINA
CHECKED BY NDR
PROPERTY OWNER INFORMATION
STREETADDRESS
PIN
OWNER
520 CAPE AVE
1703952099
NORTH CAROLINA STATE OF
518 CAPE AVE
1703951147
LEGACY LAKES 253, LLC
509 CAPE AVE
1703951327
EQUITY TRUST COMPANY/CUSTODIAN JULIE MANLY IRA
507 CAPE AVE
1703950343
DOROTHY M WHITAKER
811 S EAST ST
1703950318
FULTON FORDE
513 MARTIN LUTHER
KING JR BLVD
1703943897
NORTH CAROLINA STATE OF
402 WORTH ST
1703857523
CONNIE L PETERSON
729 S BLOODWORTH ST
1703857634
MARK K DILLON BRIANNA N DILLON
725 S BLOODWORTH ST
1703857638
JAMES M ELECZKO STACY B ELECZKO
721 S BLOODWORTH ST
1703857725
SAMIH T YEHIA REBECCA A YEHIA
719 S BLOODWORTH ST
1703857725
ARTHUR BUFFALOE
715 S BLOODWORTH ST
1703857867
EVELYN CONTRE KEITH CONTRE
711 S BLOODWORTH ST
1703857963
ANDREW M STEWART DANIELLE G STEWART
705 S BLOODWORTH ST
1703857937
EDDIE L HARRINGTON
701 S BLOODWORTH ST
1703867032
JAMES F KELLY
700 S BLOODWORTH ST
1703865094
HELEN B BULLOCK
702 S BLOODWORTH ST
1703855999
BRIAN M STEFFY
704 S BLOODWORTH ST
1703855975
WESTON L PHILLIPS LAURA M PHILLIPS
708 S BLOODWORTH ST
1709855970
ELISA M ORAS
712 S BLOODWORTH ST
1703855877
CITY OF RALEIGH
714 S BLOODWORTH ST
1703855873
CITY OF RALEIGH
716 S BLOODWORTH ST
1703855769
BRENNA R ECKERSON
718 S BLOODWORTH ST
1703855774
JENNY L BORMANN
724 S BLOODWORTH ST
1703855770
CAROL Y SMITH
728 S BLOODWORTH ST
1703855675
SCOTT M GASTON
732 S BLOODWORTH ST
1703855661
FRANK W BRADHAM
421 MARTIN LUTHER
KING BLVD
1703950085
DUKE ENERGY PROGRESS INC
820 S EAST ST
1703858133
CITY OF RALEIGH
401 MARTIN LUTHER
KING JR BLVD
1703857149
CITY OF RALEIGH
816 S EAST ST
1703858333
CITY OF RALEIGH
814 S EAST ST
1703858337
A I GOODSON III
811 S BLOODWORTH ST
1703857420
WARREN M PERRY
809 S BLOODWORTH ST
1703857425
MICHELE T NELSON & MELVIN W WILLIAMS
800 S BLOODWORTH ST
1703855496
THOMAS & DIANNE DAVIS WIGGINS
741C ELLINGTON ST
1703855400
WILLIAM BLAKELY SR HEIRS
814 S BLOODWORTH ST
1703855355
MICHAEL L LESTER
816 S BLOODWORTH ST
1703855350
NICHOLAS YELLE
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
City"s public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City s Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
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,TOB ti°� l° 2pyF Ss 1, Toe o \ / The City of Raleigh consents to the connection and extension of the
NE 1 �° / \ / / / / Citys public sewer system as shown on this plan. The material and
2 \ / Construction methods used for this project shall conform to the
ZONE 1 ZONE 7 / \ \ / standards and specifications of the Citys Public Utilities Handbook.
ZON °
= ZONE 2 e \ \ City of Raleigh
Public Utilities Department Permit #
S
ZONE 2 ZONE 2 poi, s\ Authorization to Construct
Y F/ \
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0 /0
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Pao \ \
0 o� \ represent total compliance with all legal requirements for
o ^ryo \s development and construction. The property owner, design
° s \ consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
-- \ laws. This specific authorization below is not a permit, nor
\ \ shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
KHA PROJECT regulations.
\\���`�iiii// SHEET NUMBER
011063093 TRANSPORTATION FIELD SERVICES
Ki e DATE BLOODWORTH STREET SEWER .�����.�ARo��'''
° )))Horn
�� FESS/p•• PUBLIC UTILITIES
z JAN 2020 �'`�� N•••.94 PREPARED FOR = Q SEAL '. _ STORMWATER
y © 2020 KIMLEY—HORN AND ASSOCIATES, INC. SCALE 1" = 50' PUBLIC UTILITIES DEPARTMENT = 037953 OVERALL SHEET PLANNING/ZONING
T No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB %�fi '•<�t`�.� OF FIRE
CITY OF RALEIGH NORTH CAROLINA ''' �N RP
� This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY ANH /�� ����
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSE F-0102 WWW.KIMLEY—HORN.COM ////,//V D�� URBAN FORESTRY
o written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and CHECKED BY NDR SEAL:
13
a_ Associates, Inc. SITE ACCESSIBILITY
PEAK FLOW DEVELOPMENT FOR BY—PASS PUMPING REQUIREMENTS
STEP
SUCTION MH
DISCHARGE MH
MANHOLES
INSTALLED
PEAK
FLOW
1
EX. SMH154476
EX. SMH154943
SSMH 1, 2, 3, 4
900 GPM
2
EX. SMH116924
SSMH-8
SSMH-9
550 GPM
3
EX. SMH138866
SSMH-9
SSMH 10, 11, 12, 13
3000 GPM
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to

PROP000'70 LF 36" STEEL CAS
425 SY OF GREENWAY S�� 0oy roe PROPOSED TEMPOR!�R-
m� REPLACEMENT 3"°Z \�\ CONSTRUCTION W-_ EMENT
SEE TYPICAL/GREE \\ \ >c /� oe PROPOSE) 5' SSMH-02
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I ABANDON ET i
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SANITARY SE ER �:E \ PUG IS`�N 5" INV OUT (24" S)=248.80
=v / CORPUD ST NDAR6� �`, Sg \ MNHOL , Zu,. PROPOSED 5 SSMH-03
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/ / // / INS T 24 S\ -2\ 8.3Q���a_� \ \ PROPOSED 30' CITY
BREAKDOW / //// �// /v o v RE �VEv�XI T NG RI�`K" v v�
AND FIL / ///I / 6 �> � �D v vRE�`� INING V� Lv�4S v� CRAP M7� OF RALEIGH SANITARY
EXISTING //// / / / - NECEIR1� T P. v\v �v MULTI- TEM) SEWER EASEMENT -CIO
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PROPOSED 5' SSMH-08 ,� DI
1�s Z�N STA 19+77.12 s�'. TOC=271.27
lye °2 z"HO2 RIM=269.75 �ti� INV IN=254.34 5.1 SEE PROJECT NOTES ON SHEET 3.
INV OUT=254.29 5.2 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING
`-40 � INV IN (24" NW)=261.44 pI /�` THE EXISTING PAVILLION STRUCTURE NEAR APPROX.
ISI 3NOZ IN OUT (24" NE)=261.34 TOC=271.42 / STA 12+60. ANY DAMAGE SUSTAINED TO THE
'�I I INV IN=266.9�4SW) EXISTING STRUCTURE SHALL BE REPAIRED AT THE
\ INV INI 55. °(NW) CONTRACTOR'S EXPENSE.
30 �I w \ 3 \ INV OUT?5�32
NV 5.3 THE CONTRACTOR SHALL COORDINATE WITH DUKE
�" 9 11 1 To �75.16 ENERGY AT LEAST 7 DAYS (MIN) PRIOR TO
-801 0 �9 11 w 1 IN 268.96 CROSSING FEEDER LINES IN S. EAST STREET.
OUT=�68 5.4 THE CONTRACTOR SHALL NOTIFY THE CITY OF
PLUG EXhSThNG 15" SS , °g I _I \ \ ) \\ RALEIGH AT LEAST 72 HOURS PRIOR TO
ti AT MANHOLES (TYP) S 44,5 152 dp�4 9 a \ EXCAVATING IN THE VICINITY OF THE EXISTING 30"
F' RIM= 271- �Q' �\ - PCCP WATERLINE IN S. EAST STREET. THE
\ INV IN (8" VCP) (N)= 263.10�1 III I I CONTRACTOR SHALL NOTIFY BY EMAIL
�oIF 1 INV IN (1 Wt UNK) (NW)= 259.00' y I \
NE1 INV OU1°(15"f LINK) E = 258.30' a°n I r \�� \([e-mail]) AND CALL
BREAKDOWN( AND FILL' Ir i = I \ �Si 919-996-2737 (SELECT OPTION #3 THEN OPTION
�1 IIN \ x _ A 1 . FOR EMERGENCIES AND AFTER HOURS
'i` l N d # )
R�POSED 5 SSMH 05 EXISTING MANHOLE
N , I \I H - 2 CONCERNS, CALL 919-996-2737 AND PRESS
STA s15+64.85 � � __
PROPOSED 5 SSMH-07 �y OPTION #1 (24 HOURS A DAY).
50 RIM=274.25 STA 19+26.40 3 ,
E STA 13+5N�A-�ON I\ ys 5.5 FOLLOWING MANHOLE ACCEPTANCE, FLOW MAY BE
INV IN (24 W)=259.22 RIM=272.70 0��
Mp,TCH�IN FOR CON I INV OUT (24" SE)=259.12 INV IN (24" SW)=261.11 SHIFTED TO NEW PIPELINE. PLUG EXISTING INVERTS
SHEET \ \ I PROPOSED 5 SSMH-04 - AND REFORM MANHOLE INVERT.
SEE TMIS / 1 I 10"I HAH o STA 13+93.05 INV OUT (24 E)=261.01 �, / \ 11 �c17 5.6 REPAIR TRENCH PER DETAIL S-3. MILL AND
\HAR D D\ I RIM=260.43 RECONNECT EXISTING PROPOSED 1\ 1 nay OVERLAY ENTIRE PAVEMENT REPLACEMENT AREA
/ \ \ \ \ \ V A INV IN (24'$ NW)=250.39 SEWER SERVICES (TYP) BORE PIT VVV_ 1 2N WITH 1.5" S9.5B.
\\�\�'C� \\ ARbWoo \ INV IN (12" N)=250.73 PER DETAIL S-30 705 SY OF PAVEMENT TON=270.36 �cO 5.7 CONTRACTOR SHALL TEMPORARILY RELOCATE
\ I i � A WOAD INV 0 T (24 S)=249.73 REPLACEMENT 1 o ORNAMENTAL ROCKS NEAR PROPOSED SSMH 05 AS
\�\\
o\ DWo D REMOVE EXISTING 1 SEE NOTE 5.7 (TYP) 1 �' - 0 NECESSARY TO ACCOMMODATE CONSTRUCTION AND
VA , A + �\ v\ - - MAHOLE �, RETURN TO THEIR ORIGINAL LOCATIONS FOLLOWING
6" HA�-D OOD--- �'� �, y
� vSSNin i i au�z - � 1 � o RESTORATION.
HARDDW\00b RIM=274.54 1 _ _ , , y 1 5.8 PROPOSED STEEL PILE FOUNDATIONS SHALL BE
I OUT=270.8o
- DRIVEN AT LEAST 20' INTO UNDISTURBED SOIL OR
1 a� UNTIL ROCK IS ENCOUNTERED.
-���� 00 , �' �i = ' ' _A � �wH=21' - \I 1 PROPOSED
d \� Ct 4 0 1 - REC IVING PI
� � 3 2
TON=271.52 1 OPOS_ CASs I Ltl7
T ETHODS
S s
/ y IM 273.96'
RmPO 6 SSMH06', IU'.1 V 1 (8" VCP) (E)=
DIP / \ \ \ \ 024. / _-_ o� cI V I 8" VCP N = 268.71'
EL 25 . 3 // vv vi vvv"0��� �5� 1 ( INS
IDE DROP)' ( ) ( )
+f476 / \ \ \ \
vv v s� S11A 18+47.33 °
/ � ��� T � � ,\\\ �� _ � 1 1 I V 0 T (8" VCP) (S)= 268.68'
.88 , y y o\ I P-ROPOSED CONCRETE 1 IM=272.45 »
S H � 'L�, � \ti PROPOSED' � �" � P 0 SED 8 DJ.
v IN=2�1�'� ki y / y INV IN 24" W=260.64 _ C 1
T 2sJ2"47 ) i�� �, ,� �C�. A \\ �F�NCE, TYI�: V \ � �\ IV1��I-Ot�T DEVICE INV IN (8" NW)=268.08 � � � 1 SEE HEET 7
oUT� 50 ,�� \ I X \ 265 S1 OF GR Y I ABANDON 388 LF OF �I °, -� PROPOSED 5 SSMH-06A
INV OUT 24 E =260.54 N 1 STA 18+54.78
REPLACEMENT I 1, 1 I ► EXISTING 8-INCH ( ) ,
i� iz°tip r�'ONSERV011 N/ �� ° \ \\SEE, ICAL\� YI I � �, RIM=272.72
i F, \ \ SEWER (TYP.) INV IN (8" W)=268.34 bti�o � EASEMENT �i SECTFO (\T�I�P� I �
INV OUTI (8� )--L6 .18 4
O
06
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N LO
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11 - �
11
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APPROX.
TOP ELEV=27
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°-
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PPROX. GRADE
ALONG ���z
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30" PC
P WATERLINE
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265
265
275
APPROX. TOP
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TOP ELEV=266.68
275
SEE NOTE 5.4
M
1
0 0
to
00
- O
N
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ao II
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75 LF 36" STE
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ICKNESS)
255
255
265
INSTALLED
IA TRENCHLESS
METHODS
265
24 MIN.
179 LF OF
4
L__
----
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---
p
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250
_ - -
- -
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250
260
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��
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0
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�
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245
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-
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10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
0
n KHA PROJECT
011063093
�IIIIIIIIII/��SHEET NUMBER
a DATE
Kim e >>> Horn BLOODWORTH STREET SEWER
z
T JAN 2020 PREPARED FOR �oFESS/�N�q PLAN AND PROFILE 5
SEAL =
©2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE 1" = 40' PUBLIC UTILITIES DEPARTMENT 037953
T No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. INC 27701 DESIGNED BY DGB �2 •.•F `�:'� STA 9+94 TO 20+00 �F
_0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY ANH CITY OF RALEIGH NORTH CARO L I NA N p
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without INC LICENSE F-0102 WWW.KIMLEY-HORN.COM /`/��/1111111111�\\\\\ 13
o written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and # CHECKED BY NDR SEAL:
0 Associates, Inc.
GRAPHIC SCALE IN FEET
0 20 40 80
Public
Sewer Collection / Extension System
G The City of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citys Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CTnRM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

' SDMH I P�OPOSEO5' SSMH-11
I RIM=271.18' STA 23+96.68
INV IN 66" PIPE)= 262.93' RIM-278.66
66" PIPE) _262.73' „
- - INV IN (24 N)=267.98
PROPOSED 5' SSM -1 INV IN (12" W> 270.50
STA 22+29.21 INV OUT (34-S)=267.88
RIM=27LL5.81 I REMOVE A REPLACE EXISTING
INV IN (24" N)=263.14 UTILITY ANHOLE. RECONNECT
INV OUT (24" SE)=265.041 EXISTI G 12" SS TO PROPOSED
PROP SED 6' SSMH 9 �A HO E USING 5 LF OF 12" C900
DI W/ INSIDE DROR) / C AND TRANSITION COUPLING.
RIM=283.93 SSM 1 1 383
INV OUT=278.93 STA 21 +9 9 /
RIM=2 .66'
IM=27 2 I / B IN (12"t UN ) (W)= 27 '
TOP=28 AD
INV IN (24" NW =2 . 1 I TO800 INV IN (15" VCP) ( )= NO AC ESS�tiO
13
INV IN=274. 3 INV IN (8 S)=26 6 a INV_OUt (15" VCP) ()= NO AC ESS
INV OUT=274.Q -I 0 T (24"SE)= 2. � �� H�� OODDWO�- RARfl
- H woo - _- --
---
0��a�
i
PROPOSED 5' SSMH-12 �u
N
STA 24+36.49
RIM=279.72
-INV )=268.66
INV IN
" E)=272.23
\
INV OUT
(24" S)=268.56
I I
I I L]
I
-00
I
SSM
1
=
RR31622IM=
7
INV
I
VCP)
5
71.52'
LI
(1VINV
5C
) (S
= 271.44'
M
I
INV
1
(6" VCP)
(E)=ND
ACCESS
iL
W2,76.90
0 FZ74.1
II
\
I /
En �,
rn cai\
I
Aq
RIM=283.1
_ INV OUT (8" PVC PIPE)= 271.7
+ - 4NV- W_ (E '_EVL PJPE,= 272.33"
o
)� - - \ ��.x t- -
7 -N� , _ " �SS�
I -
L P
_ T I
{_ - STREET
_
Ss 8"pYd I j
BLOODWORTH
60' PUBLIC RIB 6„ CRPJ=F�Tt� - - SSA--
o
-
" CRPE -
C TE ---
as -
+
� 4" CRAPE YRT�E
cRE - - C Ak MY LE
� -
4" CRAP YRT E i = ' - I F/P78.62
Q �� - \ �` CB I TpNE277.41
n RIM=26 .53', / J / / - T, -2 90 1 BRIE Ir OWN I -'
A I ' FILL -
_J INV IN (66" PIPE)= 25 .53' / / _ WV- 78.90
�b 78.39
NV OUT (72" PIPE)= 256.52' / / / � _ � / - � � UTILITY TON=
z / / 4'/ CRAPE MTRTLE I I M HOLE
2
\ 0 0 ) ) /�k SEE S MH i u/-J91 I
NOTE 6.3 RI=276.08'
BREAKDOWN AND FILL
\� \� / E\ (TYP) / / �� /) �%� NV IN (15" VCP) (N)= 265. UTILITY UTILITY MANHOLE
zQ I /' / / / / / 1V IN (8" PVC PIPE) (S)= 268.98' I
1 / /r INV OUT (15"f RCP) (Sf#)=261.88'
SS H 117384
RI=276.96'
INV IN (15" VCP) (N) 267.36'
INV OUT (15" VCP) (S) 267.21' _ 977
FTY�/ \3 HARDWOOD TON=275.40
6'jI �PtW
PLUG EXISTING 15" S
AT MANHOLES (TYP) El
INV OUT (6" VCLn
)
HARpoo
©" H R D WO D o
0
° 0
0
0
0
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I
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H141231♦
282.12' I
278.02'
I
I
PROPOSED 5' SSMH-13
II STA 2Ct57.96
RIM=285-.30
INV IN
(24" N)=278.70
INV IN
(8" W)=279.41
INV OUT
(24" S)=278.50
SSMH108395I
RIM=285.VD
a, INV IN=2
.69 (N)
INV IN=2
.41 (
)
INV OUT
78.61
I
I I
cn
cn
I
CORE DRILL AND CONNECT
TO EXISTINCr-kFANHOLE -AND -
REFORM MANHOLE INVERT
I INV OUT=282.40
I
RECON E EXISTING'
SEWER S R I ES (TYP).
SE E AIL S-30
II III ,I
(W N n
I
En
v
-
_ -UGE - - -UGC I / I I I I ��-U
/ II N
I 5»vcPl / N I I/ I I I I / I II I I I I I I- I ,r _ +
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BL OD bRTH TR T-- 52Z., -� N 71 v, �� 16 -�
-�-yam}--- dF`POBtT----" -
7�' . ,
'JOD
� 12'IIHARD CIOD 12" RC "RDWOOD 10'
I� SSMH108546
I I RIM=283.46
0 INV IN=277.641
INV IN 278.36
IINV OU =277.
WV= REMOV UTILI
TON=278.01 MANHOE
WV=280.09 REMOVE AND REPLACE EXISTING
TON=278.17 I UTILITY MANHOLE. RECONNECT
RDW00 I W� I III
ARD 0
6" A OD
III I I I
I I
REMOVE UTILITY
MANHOLE
I I
EXISTING 6" VCP SS TO PROPOSED
MANHOLE USING 5 LF OF 6" C900
VC AND TRANSITION COUPLING.
❑ ❑
❑I I
I I
I I
SSMH
RIM=290.67
INV
IN=282.L1(N
V
IN=283.
I
N= (E)
INV
0 T=28
SSMH
RIM=290.39
INV
IN=283.25
INV
OUT=283.03
1 WV=290.10
BOTTOM=287.35
WMH=291.62
dHO----- c
' V=291.50
4' H,AR OOD-
I I �
_ I ao
APPROXIMATE LOCATIO 7V=290.57
BURIED WATER METER TON=290.08 I V
c o WV=291.56
/ °r° TON=289.85
_F II /(n
REMOVE 513 LF OF EXISTING / I C/) WV=291.36
1 TON=289.43
15-INCH SEWER (TYP)
ao I SSMH138865
RIM=291.40
INV IN=283.33 (N)
INV IN=282.92 (W)
3030 SY OF PAVEMENT INV IN=287.27 (E)
REPLACEMENT INV OUT=282.67
SEE NOTE 6.4 (TYP.) I SSMH138866
RIM=290.91
INV IN=282.60 (NW)
INV IN=282.54 (N)
INV OUT=282.40
SSMH
RIM=295.48
INV OUT=291.91
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POWERDUCT
BANK
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TOP ELEV=27
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0
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T No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o0 written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
22+00 22+50 23+00 23+50
Ki e ))) Horn
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
24+00 24+50
KHA PROJECT
011063093
DATE
JAN 2020
SCALE 1 " = 40'
DESIGNED BY DGB
DRAWN BY ANH
CHECKED BY NDR
25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50
BLOODWORTH STREET SEWER
PREPARED FOR
PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
SEAL =
037953
SEAL:
PLAN AND PROFILE
STA 20+00 TO 29+09
SHEET NUMBER
6
OF
13
NOTES:
6.1 SEE PROJECT NOTES ON SHEET 3.
6.2 THE EXISTING VAULT AT THE INTERSECTION OF
WORTH AND BLOODWORTH STREETS IS A DUKE
ENERGY OCTAGONAL VAULT MEASURING
APPROX. 14'x14' WITH FEEDER LINES ENTERING
FROM ALL (4) DIRECTIONS. THE CONTRACTOR
SHALL COORDINATE WITH DUKE ENERGY 72
HOURS (MIN) IN ADVANCE OF EXCAVATING
NEAR VAULT.
6.3 PRIOR TO PIPELINE INSTALLATION, CONTRACTOR
SHALL VERIFY SERVICE PRESENCE, LOCATION,
AND ELEVATION AT 811 S. BLOODWORTH
STREET. CONNECT SEWER SERVICE TO
PROPOSED SEWER. THE EXISTING SERVICE TAP
IS LOCATED APPROXIMATELY 76' DOWNSTREAM
OF SSMH-102091.
6.4 REPAIR TRENCH PER DETAIL S-3. MILL AND
OVERLAY ENTIRE PAVEMENT REPLACEMENT
AREA WITH 1.5" S9.513.
GRAPHIC SCALE IN FEET
0 20 40 80
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citys Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CTnRM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

ROAD ROAD 36" X 36"
0 CLOSED 0 CLOSED
AHEAD AHEAD
W20-3A
36" X 36" FN—EXT RIGHT SP-41
42" X 12"
W20-3A
Y B DETOUR ROAD 36" X 36"
2 O
AHEAD CLOSED
- O
z W20-2 AHEAD
36" X 36"
NEXT LEFT 42" X 12"
BLOODWORTH ST BLOODWORTH ST
DETOUR END
O O
DETOUR
2 M4-9R M4-9L M4-8 A
Q 30"X24" 24" X 12" 24" X 18"
R11-2
48" x 30"
Nk ROAD
^
CLOSED
0
i
TYPE III BARRICADES)
R11-4
�I 60 x 30"
z
ROAD CLOSED
Y TO
S THRU TRAFFIC
M4-10L
DETOUR 48" x 18"
TYPE III BARRICADE
0
R11-4
Ln 60" x 30"
J
ROAD CLOSED
Z TO2
THRU TRAFFIC M4-10R
z
DETOUR 48" x 18"
2
= TYPE III BARRICADE
z
= ROAD CLOSED R11-4
0
0 TO 60" x 30"
T
O THRU TRAFFIC
4-
0
0
0
TYPE III BARRICADE
n
0
z
T
Z
T No. REVISIONS DATE BY
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
E LENOIR ST
E SOUTH ST
WORTH ST
MARTIN LUTHER KING JR
BLVp
----- LEGEND
WORK AREA
- DETOUR ROUTE
STATIONARY SIGN
CAPE AVE
Q
y
v
I �
KHA PROJECT
0110
Ki le Horn 63093
BLOODWORTH STREET SEWER
DATE
JAN 2020 PREPARED FOR
© 2020 KIMLEY—HORN AND ASSOCIATES, INC. SCALE N/A PUBLIC UTILITIES DEPARTMENT
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB
PHONE: [phone] FAX: [phone] DRAWN BY DGB CITY OF RALEIGH, NORTH CARO L I NA
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM CHECKED BY NDR
4091
PAW]
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255
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250
II
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45%
10+00 10+50
SSMH-04 CONNECTION PROFILE
RO,
S
1pq
SEAL l '•
037953
lllllil
SEAL:
NOTES:
7.1 ROAD CLOSURES PER DETAILS MAY BE IMPLEMENTED FOR THE
FOLLOWING ROADS: BLOODWORTH ST. NO MORE THAN TWO
CITY BLOCKS MAY BE CLOSED AT ANY GIVEN TIME. LOCAL
TRAFFIC AND ACCESS TO ALL BUSINESSES AND RESIDENTS
SHALL REMAIN ACCESSIBLE AT ALL TIMES.
7.2 NO WORK OR BLOCKAGE OF EXISTING THROUGH TRAFFIC LANES
AND/OR SPECIAL TURN LANES SHALL OCCUR DURING THE PEAK
TRAFFIC HOURS OF 7AM — 9 AM AND 4PM — 6 PM, MONDAY
THROUGH FRIDAY. THE CONTRACTOR MUST OBTAIN A LANE
CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE
OF A TRAVEL LANE FROM CITY OF RALEIGH RIGHT—OF—WAY
SERVICES VIA THE ONLINE RIGHT—OF—WAY SERVICES PERMIT
APPLICATION.
7.3 CONTRACTOR TO COORDINATE CLOSURE WITH ANY OTHER
ADJACENT CONSTRUCTION PROJECT TO ENSURE NO CONFLICTS
WITH DETOUR ROUTES.
7.4 ALL SIGNS SHALL BE LOCATED WITHIN THE DESIGNATED ROAD
RIGHT—OF—WAY.
7.5 PLACE BARRICADES OF SUFFICIENT LENGTH TO CLOSE ENTIRE
TRAVEL LANE. STAGGER TYPE III BARRICADE TO ALLOW FOR
LOCAL TRAFFIC ACCESS.
7.6 USE 6" LETTER HEIGHT; LETTER SERIES "C" FHWA ALPHABET.
7.7 PROVIDE ALL REQUIRED ADVANCE WARNING SIGNS PER NCDOT
ROADWAY STANDARD DRAWINGS 1101.01 AND 1101.03.
7.8 FULL SURFACE RESTORATION SHALL BE COMPLETE AND
APPROVED BY CITY OF RALEIGH INSPECTOR PRIOR TO ROAD
BEING REOPENED TO TRAFFIC.
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REFORM MANHOLE INVERT.
10+00 10+50
SSMH-06 CONNECTION PROFILE
BLOODWORTH TMP
& CONNECTION
PROFILES
SHEET NUMBER
7
OF
13
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
Citys public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citys Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH —PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CTnRM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

DETOUR U
F--
z
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D ETU R
1L —
LITTLE ROCK TRAIL
2R DETOUR
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No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
o for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
I
E CABARRUS ST
E LENOIR ST
E SOUTH ST
I
I i I
I
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MARTIN LUTHER KING JR BLVD
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KHA PROJECT
011063093
Ki ley)))Horn DATE
JAN 2020
SCALE N/A
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB
PHONE: [phone] FAX: [phone] DRAWN BY DGB
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM [CHECKED BY NDR
�N �I
�z
EXISTING LITTLE ROCK
GREENWAY TRAIL
'-�- C�11
— PROPOSED SEWER
TOB\ \
�ZF7
tiF
? l N
�o *0" N
PROPOSED SILT AND
TREE PROTECTION
FENCE
BLOODWORTH STREET SEWER
PREPARED FOR
PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
CHAVIS WAY
•FESS% !1�
SEAL I=
037953
',?ol FN�IN���:��
SEAL:
O
ED
GREENWAY
DETOUR PLAN
PIi
SHEET NUMBER
8
OF
13
NOTES:
8.1 THE PROPOSED GREENWAY DETOUR SHALL BE IN
PLACE DURING CONSTRUCTION OF THE
PROPOSED SEWER MAIN BETWEEN CAPE AVE
AND MARTIN LUTHER KING JR BLVD..
8.2 THE EXISTING LITTLE ROCK GREENWAY TRAIL
SHALL BE REOPENED AND THE DETOUR
REMOVED PRIOR TO ANY CONSTRUCTION
BEGINNING WEST OF CAPE AVENUE.
GRAPHIC SCALE IN FEET
0 75 150 300
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
Citis public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citis Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CTnRM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

NEW CONIC. TO BE 3000 PSI
EXISTING CONIC.
SAW CUT AND REMOVE
EXISTING PAVEMENT
Imo' -PO"
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BORE 1 1 /8" DIA., 1'-0"
ON CENTER ALONG CUT
6" COMPACTED
;DOWEL
�Tl
W/ #4 BAR
NO. 67 STONE
EXPANSION JOINT
'
MATERIAL, MASTIC
BACKFILL, TAMPED
SEALANT, AND DOWEL
IN 6" LIFTS
ADHESIVE AS REQUIRED
BY NCDOT STANDARD SPECS.
SPECS.
PIPE
UNDISTURBED SOIL
SEE 5-4 5-5
NOTES:
1. See City of Raleigh standards for trenches and pipe bedding
5-4 * 5-5) for additional detail5.
2. Pavement cuts over 5-0" in width shall be reinforced to
N.C.D.O.T, standards.
3. Pavement cuts shall be made with an appropriate saw cut
° machine.
a4. Pavement cuts within NCDOT ROW shall conform to the approved
on Site encroachment permit.
Q
z
CITY OF RALEIGH
'>
DEPARTMENT OF PUBLIC UTILITIES
STANDARD CONCRETE
PAVEMENT PATCH DETAIL
cn
DWG. NO.
1 PEV1510N5 I
DATE I
REVISIONS
DATE
0
5-2
ID.W.C.
I
G-23-99 I
A.B.B.
4-19-04
RRH
3-30-00
J.P.S
10-8-10
a
1
Q
J/4"x3"
5TAINLE55 STEEL 5TRAP
WITH
SNUG FIT
/
/4"x2 I/2" NEOPRENE PAD
ADHERED TO STRAP
3
(5EE NOTE 5)
I/4"4" NEOPRENE PAD
3/4" OJ STAINLESS
ADHERED TO SADDLE
STEEL ANCHOR
c
20°
BOLT5, A5TM A307
"
OR A36
5EE NOTE 4
3
SEE NOTE 4
FOR BAR SIZE
FOR BAR 5IZE
AND SPACING
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CA51NG
PIPE DIA.
D" (IN.)
H"
THICKNESS
N.)
PIER
WIDTH
11311(FT.)
FOOTING
LENGTH
110. (FT.)
FOOTING
WIDTH
6- 12
_< 6
12
2'-4"
5-0
3-0"
8
12
2'-4"
0-3"
5-0"
10
12
2'-4"
6'-8"
3-0"
12
12
2'-4"
7-2"
5-0"
_< 6
12
3'-0"
8'-0"
3-0"
8
12
3'-0"
9'-0"
5-0"
4-20
10
12
3'-0"
9'-10"
3-0"
12
14
3'-0"
10'-6"
5-0"
.5 6
14
3-8"
8'-9"
4-0"
B
14
3'-8"
1 G-0"
4'-0"
22-28
10
14
3-8"
11'-0"
4-0"
12
14
3'-8"
11'-10"
4'-0"
56
18
44'
9'-0"
4-0"
8
18
44'
10'-6"
4-0"
30-36
10
18
44'
-6"
4-0"
12
18
44'
12'-4"
4'-0"
< 6
18
54"
9'-6"
5-0"
8
18
5'-4"
11'-0"
5'-0"
38-48
10
18
5 4'
12'-0"
5-0"
12
18
5'-4"
12'-10"
5'-0"
< 6
18
6'-4"
9' -10"
5-0"
8
18
G-4"
11'-4"
5'-0"
5 -56
10
18
G-4"
12'-4"
5-0"
12
18
G-4"
j S-2"
1 5'-0"
NOTE5:
1. 511ALLOW FOUNDATION DE51GN 5HOWN ON THI5 DETAIL 15 BA5ED ON
THE FOLLOWING PARAMETER5:
- -
ALLOWABLE 501L BEARING CAPACITY = 2000 P5F
61 °1
CONCRETE COMPPE551VE STRENGTH = 4000 P51
61
° �
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
MAXIMUM SUPPORT HEIGHT (H) = 12'-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THE5E
PARAMETERS, THE FOUNDATION DESIGN 5HALL BE REVIEWED BY THE
ENGINEER.
2. IF 5UBGRADE AT LOCATION OF SUPPORTS 15 DEEMED UNABLE TO
WITHSTAND 2000 P5F BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION 5HALL BE UTILIZED A5 PER DRAWING 5-15.
3. IF BEDROCK 15 ENCOUNTERED WHICH WILL PREVENT 3-FEET MINIMUM
COVER OVER FOOTING, DOWEL5 5HALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. 5EE DRAWING 5-17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIER5 AND FOOTINGS 5HALL
BE REINFORCED WITH #5 5AR5 AT 2 INCHE5 OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIER5 AND FOOTINGS SHALL BE
REINFORCED WITH #7 5AR5 AT 12 INCHE5 OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIER5 5HALL REQUIRE TWO 5TRAP5 OVER THE
PIPE INSTEAD OF ONE (A5 SHOWN).
G. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, 5EE DRAWING 5-19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
0
Q
AERIAL PIPE CR055ING
z
CONCRETE PIER DETAIL
Q
-
DWG. 10. REV1510115 DE REVISIONS D%4
5-14 DAL. 6/1AT6/O&
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No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
NEW A5PHALT SURFACE COURSE
EXISTING PAVEMENT 3" MINIMUM EXISTING PAVEMENT
EXISTING /
SUBGRADIf
UNDISTURBED SOIL
COMPACTED FILL
IN G" LIFTS
PIPE
REFER TO 5-4
S-5
NOTES:
1. IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH REQUIREMENTS SHALL
TAKE PRECEDENCE.
2. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROPRIATE
SAWCUT MACHINE.
3. THE TRENCH 5UBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF
THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
4. THE FINAL P OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO
100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH
AASHTO T-80 AS MODIFIED BY NCDOT.
5. THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED.
G. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO
CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A
SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
8. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING (5-4 * 5-5) FOR
ADDITIONAL DETAILS.
9. NO HAND PATCHING ALLOWED.
10. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
DWG. NO.1 REVISIONS I DATE 1 REVISIONS I DATE
5-3 D.W.C. 11 1-1-991
A.B.B.
RRH 3-30-00 J.P.S. 10-8-
FINISHED
FINAL
BACKFILL
CL
GRADE
DISTURBED 501L
f
INITIAL
BACKFILL
11
G" #G7 STONE ° ° ° o
�-MINIMUM SIDE
WHEN ROCK IS t2"
O.D.OF PIPE G" CLEARANCE
ENCOUNTERED O.D. OF PIPE MAXIMUM SIDE
CLEARANCE
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
G. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
5-4
PILE SUPPORTED PIER
SEE DWG 5-15 � 5-1 G
AND NOTE 3 CLA55 I
RIP -RAP SLOPE MANHOLE, TYP
DIP CARRIER PIPE WITH PROTECTION, TYP
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES CONCRETE PIER
(SEE NOTE 4) EXTEND RIP -RAP 2'-0" SEE DWG U-14
AND NOTE 3
PAST WATER LINE, TYP
STEEL CA51NG PIPE,
SEE DWG 5-12
N
EDGE OF WATER -
5EE DWG 5-16
FOR SUPPORTS
r-n
18 PLACED IN STREAM
D
NOTE5: TYP
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I . RIP RAP FOR SLOPE PROTECTION SHALL BE CLA55 I RIP RAP IN
---�(Z2
__2
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-z-i
ACCORDANCE WITH SECTION 5G8 OF THE NORTH CAROLINA
O
DEPARTMENT OF TRANSPORTATION'S "STANDARD
n rn
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SPECIFICATIONS FOR ROADS AND BRIDGES"
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RIP RAP SHALL BE PLACED IN ACCORDANCE WITH DRAWING
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2. 8G8.01 OF THE NORTH CAROLINA DEPARTMENT OF
(J))
=
TRANSPORTATION'S "ROADWAY STANDARD DRAWINGS"
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SUPPORT TYPE FOR PIERS 5HALL BE DETERMINED BY ENGINEER
N
BA5ED ON 5UBGRADE CONDITIONS AT SITE. 5EE DRAWING 5-14
3' FOR 5U5GRADE PARAMETERS FOR EACH TYPE OF FOUNDATION.
4. WHERE DUCTILE IRON PIPE 15 USED FOR CARRIER PIPE,
DUCTILE IRON CARRIER PIPE SHALL BE INSTALLED UTILIZING 2
PIPE ALIGNMENT GUIDES PER JOINT ONE FOURTH OF THE PIPE
JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS * BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
iIONS I DATE REVISIONS I DATE
o
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< - -C =
D- �
O n
FINISHED
FINAL
BACKFILL
INITIAL
BACKKFI LL
1 SPRING LINE
HAUNCHING
TAMP WELL UNDER
BOTTOM HALF OF PIPE
a
GRADE
UNDISTURBED 501L
#G7 STONE
. PIPE GRADE
4" BEDDING
MINIMUM SIDE
O.D. OF PIPE 611_ -- CLEARANCE
TYPICAL TRENCH BOTTOM DIMENSIONS FOR
5DR 35 PVC GRAVITY PIPE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G` LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5-5
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS AND BACKFILLING
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
1510NS I DATE PEV1510N5 DATE
IOTES 3-1 -87 D.W.C. 9-3-`
VARI E5
2'-0" G1_0" MAXIMUM PIPE SPAN
TYP MIN SEE ATTACHED TABLE
4'-0" 3/4" 5TAINLE55 STEEL
/ CLASS I ANCHOR 11OLT5 4 5TRA15
TYP ANCHOP 3OLT5 grEEL RIP -PAP 5LOPE
�T _ sTRAPs PROTECTION, TYP
111T STEEL CASING PIPE
PILE SUPPORTED PIER _
SEE DWG 5-1 G
AND NOTE 3 CREEK CHANNEL
OR FLOOD PLAIN
ALLOWABLE SPANS FOR STEEL CA51NG PIPE
CARRIER
PIPE, DIP
DIAMETER
(IN.)
CA51NG
PIPE, STEEL
DIAMETER
(IN.)
MINIMUM
CA51NG PIPE
WALLTHICKNE5S
(IN.)
ALLOWABLE
SPAN
(fT')
G
14
0.3750
40
8
1 G
0.3750
45
10
18
0.3750
50
12
20
0.3750
50
14
24
0.3750
55
I G
2G
0.3750
55
18
30
0.3750
GO
20
32
0.3750
GO
24
3G
0.4375
G5
30
42
0.4375
G5
3G
48
0.500
G5
42
5G
0.5000
G5
17-2-62
MANHOLE, TYP
-DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
3'-0" MIN FROM CONCRETE PIER
BOTTOM OF CREEK SEE DWG 5-14
OR FLOOD PLAIN
NOTE5:
1. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH WALL SEAMLESS
WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI. PAINTING AND LINING
SHALL BE AS REQUIRED BY THE CITY OF RALEIGH PUBLIC UTILITIES
HANDBOOK.
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AT EVERY
JOINT WITHIN THE CASING PIPE U51NG APPROVED PIPE ALIGNMENT GUIDE.
SEE DRAWING 5-39. ALL JOINTS SHALL BE RESTRAINED JOINT. 5EE NOTE 2,
DWG 5-10.
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER BASED ON
5UBGRADE CONDITIONS AT SITE. 5EE DRAWING 5-14 FOR 5UBGRADE
PARAMETERS FOR EACH TYPE OF FOUNDATION. SEE DRAWING 5-19 FOR
SUPPORTS PLACED WITHIN STREAM.
4. BOTTOM OF PIPE TO BE AT A MINIMUM OF IABOVE THE 25 YEAR FLOOD
ELEVATION.
AERIAL PIPE CR055ING
GENERAL NOTE5:
I. ALL MATERIALS UTILIZED ON THE5E DETAIL SHEETS SHALL CONFORM TO THE APPROPRIATE SECTIONS OF
THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK UNLESS NOTED OTHERWISE HEREIN.
2. RESTRAINED JOINT PIPE AND FITTINGS SHALL CON515T OF BOLTED RETAINER RINGS AND WELDED RETAINER
BARS OR 13OLTLE55 TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS AND RUBBER RETAINERS.
BOLT5 FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO AN51 B 18.2. RESTRAINED PIPE AND
FITTINGS SHALL BE FLEX -RING OR LOK-RING TYPE JOINTS AS MANUFACTURED BY AMERICAN CAST IRON PIPE
CO.; TR FLEX AS MANUFACTURED BY U5 PIPE, SUPER -LOCK AS MANUFACTURED BY CLOW, BOLT-LOK OR
SNAP-LOK A5 MANUFACTURED BY GRIFFIN PIPE PRODUCTS, OR EQUAL.
3. CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
CONCRETE COMPRESSIVE STRENGTH = 4000 P51
NOMINAL SLUMP = 4 INCHES
WATER/CEMENTITOU5 MATERIALS RATIO = 0.45 (MAX)
AIR CONTENT = G% * 1 .5%
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES AND AIR.
CEMENT SHALL BE TYPE IM OR II IN ACCORDANCE WITH A5TM C-150. MATERIAL REQUIREMENTS FOR ALL
FINE AND COARSE AGGREGATES SHALL CONFORM TO A5TM C-33. COARSE AGGREGATE SHALL BE SIZE No.
57 OR G7. AN APPROVED CLASS 'F' FLYA5H MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY
WEIGHT UP TO 25%.
4. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4"
5. CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO A5TM AG 15 GRADE GO AND SHALL BE PLACED IN
ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" (LATEST EDITION) AS
PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE CLA55'13' CONFORMING TO THE
PROVISIONS OF ACI 318 - "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
G. NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN NEOPRENE,
WITH DUROMETER HARDNESS = 50.
7. PILES SHALL BE STRUCTURAL STEEL HP 1263 PILES AND SHALL CONFORM TO THE REQUIREMENTS OF A5TM
A3G. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN ULTIMATE BEARING CAPACITY OF NOT
LE55 THAN TWO TIMES THE DE51GN LOADING OF 30 TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN
FEET INTO UNDISTURBED SOIL. IN DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED
WHEREBY THE HEAD OF THE PILE I5 NOT DAMAGED. IF REQUESTED BY THE ENGINEER, PILES SHALL BE
TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD TESTING SHALL
CONFORM TO A5TM D 1 143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE PILE5 ARE EXPOSED,
PILES SHALL BE PAINTED AND/OR COATED IN ACCORDANCE WITH THE CITY SPECIFICATIONS.
2'-0" 2'-0"
MIN
NON -SHRINK
GROUT PLUG,
STANDARD
5EE DWG 5-17
MANHOLE
SECTION
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CR055ING
GENERAL NOTES
DWG. NO.
5-10
EX15TING GRADE
STEEL CA51NG PIPE
PIPE ALIGNMENT GUIDE
LOCATED AT EACH JOINT,
SEE DWG 5-39
PIPE JOINT, TYP
DIP CARRIER PIPE -
72
3/4" 5TAINLE55 STEEL
EXISTING GRADE
i
STEEL CA51NG PIPE
'K:
4�11A
RIER PIPE
MANHOLE PIPE SUPPORT,
3/4" STAINLESS STEEL
ANCHOR BOLT5 4 5TRAP5
ELEVATION
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CR055ING
TYPICAL PIPE SECTION ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATC
5- 1 3 D.H.L. 6/16/08
■ KHA PROJECT
011063093 �����""���,,, SHEET NUMBER
DATE BLOODWORTH STREET SEWER ..�ARo
im e >>>Horn �OFESS/p
K yJAN 2020 PREPARED FOR = •Q '� .
SEWER STANDARD 9
SEAL
SCALE N TS PUBLIC UTILITIES DEPARTMENT _: 037953 OF
© 2020 KIMLEY-HORN AND ASSOCIATES INC. DETAILS
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB ?O••'FN�INF-��•<c��`�
PHONE: 919 =682-3583 FAX: [phone] DRAWN BY ANH CITY OF RALEIGH , NORTH CARO L I NA %��N•p •RP�,``�
NC LICENSE #F 0102 WWW.KIMLEY HORN.COM 011111i�� 13
CHECKED BY NDR SEAL:
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

NON -SHRINK GROUT
BULKHEAD AT EACH
END OF CASING PIPE
5TYKOFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
DIP CARRIER PIPE
PROVIDE 2" 0 GALV STEEL DRAIN
IN BULKHEAD AT LOW END
OF CA51NG PIPE AND 1/3
CU YD OF CRUSHED STONE
AT DRAIN, WRAP STONE
WITH FILTER FABRIC
CARRIER PIPE
3/8" STEEL PLATE, TYP —
3/8"1 STEEL
PLATE, TYP
5/8" 0 A325 BOLT
TURN DOWN ELBOW
FINISHED GRADE N WITH INSECT SCREEN
2" 0 GALV STEEL VENT,
TWO PER CA51NG, ONE
AT EACH END OF
CASING PIPE
I PROVIDE PLASTIC SHEET
BOND -BREAKER BETWEEN
CARRIER PIPE AND GROUT,
o
x
__--___ ��\ ALL AROUND
/
1
NOTE:
\\ NON -SHRINK GROUT SHALL BE
"EUCO-N-5" BY THE EUCLID
%/�%/�\113M
\/% �
7 YMASAO ER BUIL ER5TERFLOW
OR EQUAL.
TYPICAL CA51NG PIPE PLUG
J
CASING PIPE
NOTE:
0
3/ I G 4 USE A MINIMUM OF 2 SPIDERS PER JOINT PLACED
I ONE FOURTH OF THE PIPE JOINT LENGTH IN FROM
I " R ON ALL CORNERS BOTH THE BELL AND SPIGOT.
0
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CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
w
AERIAL PIPE CROSSING
J
In
CA51NG PIPE DETAILS
0
DWG. NO, REVISIONS DATE REVISIONS DATE
DETAIL A
COLUMN VERTICAL
0" TO 1 /8"
COLUMN HORIZONTAL OR
VERTICAL
GO, + 10°
3/4"
MAX
0" TO 1 /8" °o
O —
0
DETAIL A DETAIL B o
POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
SEE C.O.R. STANDARD
5-25 FOR MANHOLE
DETAIL B
FRAME AND COVER
24" MAX 9
�• ,ti Z
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B A/2
12"
UPSTREAM FACE
0 0 0 0 0 0 0P
Q 0 0 0 0 0 0 0ADDITIONAL #4@ 12"ADDITIONAL VERTICAL B
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT N051NG
S-IS _i _
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# G7 STONE BASE.
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5. FOR USE ON DIP, CONCRETE, AND PVC ONLY. EXISTING SEWER MAINJ
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(NOT ALLOWED ON VCP)
SECTION ALONG CENTERLINE OF EXISTING MAIN
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This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CP\0551NG
CONCRETE SUPPORT DETAILS
DWG. 10 1 REV1510N5 DATE REVISIONS
5-19 D.n.L. G 1 Groa
NEW MANHOLES USE A BUTYL
PLASTIC GREEN MANHOLE
SEALANT BETWEEN FRAME AND
MARKER -LABELED SEWER
MANHOLE TOP SECTION WHEN
MANHOLE, SEE NOTE 3
SECURING FRAME TO MANHOLE TO
ROVIDE A WATER TIGHT SEAL.
TEST STATION OR TEST PORT -
STANDARD H2O TRAFFIC LOAD RATED
VALVE BOX WITH LID LABELED "TS" AND
b • 2'-O" ' '
PAINTED GREEN, PLACED ABOVE
•r°
LOOP 3 PT (MIN)
DOWNSTREAM SEWER
°o
OF WIRE INTO-11
e 4.
TEST STATIONT
It
EXISTING GRADE
ECCENTRIC M.H. CONE
/MAY BE USED ON 8" , 10"
AND 1 2" SEWER MAINS.
MANHOLE CONE AND
STANDARD
BARREL SECTIONS SHALL
BE AS PER ASTM
INDUSTRIAL CRIMP
r �' ''� STANDARDS _ (SIMILAR METAL), TYP \I\/\\ 1 2" HOLE
4'-G' DIA. AS 1 'p w FILLED WITH
w p NO. 12 GAUGE CONCRETE
REQUIRED O
J Z SOLID BARE
d o d: '0" RING SEAL lu
COPPER TRACER
e• 4 j / OR RAM -NECK WIRE, TYP I 7SEWER
4 n.�
r'�• >. 4
SHELF
SLOPE p a •Q - o.e ..
GO,
4�•e' 'a:'�.� '.� 4. .•Q•.
�LI
5-20
SEE VENT DETAIL
VENT OPENING TO
VENT OPENING TO BE TWO FOOT ABOVE BE SCREENED
1 ldNDRED YEAR FLOOD ELEVATION
SEAL AROUND VENT 4" "HOT DIPPED"
CAM-LOK WATER TIGHT PIPE THROUGH GALV. PIPE
MANHOLE FRAME AND MANHOLE FACTORY CAST IN PLACE
COVER CENTERED IN
TOP GALVANIZED PIPE FLANGE
1 2" ABOVE MH TOP
MIN. 1 2" PRE -CAST
! '• o p: ; =.° a9, .. PROPOSED
TOP 5LA •'
WALL COLLAR GRADE
SLOPE FINISHED GRADE MANHOLE TO n:
AWAY FROM MANHOLE HAVE CAST IN
ALL SIDES. RISER OPPOSITE o
STEPS TO
p ACCOMODATE 4"
:a� 'HOT DIPPED" FLANGE
GALVANIZED PIPE.
1 GA�KET
.o
1 THYFE
s °
-G • o 0
3'-0" _ :o
THYFE
p• gip:
STAI N LE55
VENT DETAIL �� a STEEL BOLT5
* OTHER ACCEPTABLE ° �=
COVERS
wen ;.p•.. p, � •'�' �a:� ., �,�:
NOTES: `9" STONE
1. VENT MUST BE FACTORY WELDED CITY OF RALEIGH
FABRICATED AND "HOT DIPPED"
GALVANIZED. DEPARTMENT OF PUBLIC UTILITIES
2.HYFE- Hundred Year Flood STANDARD SEAL TIGHT MANHOLE
elevation WITH VENTED STACK
S-24
KHA PROJECT
011063093
I im e >>>Horn DATE
JAN 2020
SCALE N TS
@ 2020 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB
PHONE: [phone] FAX: [phone] DRAWN BY ANH
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM CHECKED BY NDR
WRAP TRACER I
LATERAL I I
> WIRE AROUND
I
SEE
I I NOTE 2
CIRCUMFERENCE OF
DRUBBER BOOT
MANHOLE AND SPLICE
I I SEWER
LATERAL INVERT SHALL NOT BE
TO TRACER WIRE FOR
I
I SADDLE
LOWER THAN MAIN SPRING-
DIO SEWER
I
TAP
LINE. MANHOLE SHALL BE 2'
NNSTREAM
I
I
ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE
_ _ _ -
- - - - - + _ -
2' ABOVE 100 YEAR FLOOD
I
I F
] 9
PLAIN. WHEN MANHOLE TOPS
\/ FLOW I
I -11
ARE IN EXCESS OF 3' ABOVE
j
I
I r
GRADE. OUTSIDE STEPS MUST
---T---------I-L_�
__V
BE PROVIDED. SEE STANDARD
5-28 FOR STEP DETAIL. IN
L - - - -
NOTES:
- - - - - - - - J SEWER
NON TRAFFIC AREAS, TOP OF
MAIN
FRAME AND COVER SHALL
I THE TRACER WIRE SHALL BE CONTINUOUS TO
THE GREATEST EXTENT POSSIBLE. FOR GRAVITY MAIN
INSTALLED A MIN. OF I' ABOO VE
FINISHED GROUND SURFACE
.
AND OR LATERAL INSTALLATIONS LESS THAN
8 FT, THE TRACING WIRE SHALL BE ATTACHED TO THE
A
PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS
SEE SEWER DESIGN
FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE
SECTION
INSTALLED AT A DEPTH OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE
EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED.
MIN. 9" COMPACTED #G7 STONE
2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE ALLOWED
BASE TO BE INSTALLED UNDER
TO TO BE PLACED BETWEEN THE SADDLE AND MAIN.
NEW MANHOLE.
3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OR
OWNERS REPRESENTATIVE.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
GRAVITY SEWER MAIN TRACER WIRE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD PRECAST SANITARY
SEWER MANHOLE
AND MANHOLE MARKER
I DWG. NO. REVISIONS I DATE REVISIONS DATE
5-20A WKD oa-14
SIONS
I DATE
REVISIONS
1 DATE
Y.C.A.
I 12-31-e2
Agg
1 2-21-05
RRH
1 3-30-00
D.H.L.
I G-IG-08
COVER 120 LBS. MINIMUM
I
23 11211 2 1 "
2 3/4"
BUTYL-NEK OR
APPROVED SEALANT
BETWEEN FRAME
AND COVER
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF
182 LBS. WITHIN PUBLIC ROW AND I GO LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
5-25
MANHOLE FRAME AND COVER
I " VENT HOLE
25 1/IG"
23 I / I G" -{
rl
33 1 /4"
5/8"1 LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"1
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
51ON5 DATE REVISIONS DATE
3-1 -87 3-1-57 A.B.B. 2-9-
BLOODWORTH STREET SEWER
PREPARED FOR
PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
c�
5/5 DIA.
BAR
0-011
REINFORCED CONC. FOOTING FOR
4" PRECAST MANHOLE
L T BARS AT a' C15 _
N
lo
REINFORCED CONC. FOOTING FOR
5' PRECA5T MANHOLE
�T2 BARS AT 8" CTS
REINFORCED CONC. FOOTING FOR
G' PP.ECA5T MANHOLE
�TI OR T2 BAR
STRAIGHT BAR
SECTION 'B-B'
B
(2)- 5.5. PENTAGON HEAD
RUBBER GASKET BOLT CAMLOCKING DEVICE
45 DUROMETER
\ � 2G I/IG
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• SEAL _
037953
//qN i� i i iRP �\\\
SEAL:
BILL OF MATERIAL FOR 4' MANHOLE
BAR
I SIZE
LENGTH
NO.
WT. L35.
T2
1 #5
5'-G"
18
103
CL. "A" CONCRETE TOTAL CU. YDS.
,000
BILL OF MATERIAL FOR 4' MANHOLE
BAR
51ZE
LENGTH
NO. WT.LB5.
T1
#5
0-0
20 13G
CL. "A" CONCRETE TOTAL CU. YDS. I ,3G I
BILL OF MATERIAL FOR 4' MANHOLE
BAR
SIZE
LENGTH
NO.
VVT. LB5.
T2
1 #5
T-G"
24
IG5
CL. "A" CONCRETE TOTAL CU. YDS. ,778
" ALL BA5E5 ARE MINIMUM 0" THICK
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
EXTENDED BASE OR CAST -IN -PLACE
REINFORCED CONCRETE BASE
G. NO.I REVISIONS IDATE I REVISIONS
5-2 1 3- I -87 1 ADD
P H 1 3-30-00
9p NGE,P
v COVER
IT Rom.
MACHINED SURFACE
/ 34
31
2G I/8 3- 1" DIA
HOLES @ 120
24
2 G 1 /8
-277/IG
RING
SEWER STANDARD
DETAILS
(1) 1" VENT
HOLE
SHEET NUMBER
10
OF
13
2-0-05
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATFR
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

4- 1 " DIA
HOLES @ 1 20°
MINIMUM A/G WEIGHT
FRAME 82
COVER GO
TOTAL 342
(2) LIFTING
BARS
I" LETTERING
RECESSED FLUSH
PLAN
28 1 /4"
" 2G 1/4"
20
7 1 /2'' GASKET IN VERTICAL
22 FACE OF COVER
RING MUST BE
ANCHORED IN
3" 28" ACCORDANCE
WITH 5-25
Q3 34"
NOTE: WHEN WATERTIGHT NOT SPECIFIED, TOP SHALL
SHALL HAVE ONE I " VENT HOLE.
27 112
2 G 1 /41
24 1 / 1 G"
1 3/8"
24 I /2" � 7 11/2El
"
8 3/ I G" Q(2)
34"
FRAME SECTIONLL PINS
(2) CA1 3/4"
3 7/8"
5/8" / 1 6
5i16° 1 J� 20'
\ 15/8" 2 7/8"
y 13/8"-1
WIPER GASKET
3'`" .I TY ICAL CAM LOCK MANHOLE
5/8 5
z
Q
O
z
Q
5/5" /
o
STAINLESS STEEL ROD
TYPICAL LIFTING DEVICE secTioN A
TOP OF COVER CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
Y)
MANHOLE FRAME AND WATERTIGHT
COVER
DWG. NO. REVISIONS I DATE I REVISIONS DATE
c
FINNED GASKET IN VERTICAL FACE
BOTTOM OF FRAME
OF COVER TO MAKE WATERTIGHT.
OPEN
POSITION
/COVER
BOTTOM OF COVER
CLOSED
LOCKING DEVICE
0 POSITION
FRAME
STANDARD - PENTAGON HEAD S.S.
BOTTOM
OPTIONAL - 5.5. HEX HEAD BOLT
OF FRAME
TYPICAL LOCKING DEVICE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
:ING MUST BE ANCHORED
WATER -TIGHT MANHOLE FRAME
N ACCORDANCE WITH 5-25
WITH CAM LOCK COVER
°
i
S-26
3-1 -87
3-1 -87
ABB
8-29-05
RRH
3-30-00
D.H.L.
G/18/08
NOTE5:
�D
Q
I . THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE.
%
WHERE JOINTS ARE NECE551TATED IN THE WIRE, THE JOINTS SHALL BE SECURELY
EXTEND TRACER WIRE
BONDED TOGETHER WITH AN APRROVED INDUSTRIAL CRIMP CONNECTOR TO
TO JUST BELOW
PROVIDE ELECTRICAL CONTINUITY. CRIMPS SHALL BE SIMILAR METAL.
CLEAN OUT PLUG
2. THE CLEANOUT AT THE RIGHT OF WAY AND OR EASEMENT SHALL SERVE AS THE TEST
PORT WITH THE TRACING WIRE BROUGHT UP OUTSIDE THE CLEANOUT ASSEMBLY
AND WRAPPED AROUND THE STACK TWICE AT A DEPTH OF APPROXIMATELY 1 2"
BELOW GRADE.
3. SPLICED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAIN LINE TRACER WIRE
3
AND THE LATERAL TRACER WIRE.
FINISHED
a
4. FOR NEW SEWER TAPS ON EXISTING MAINS VOID OF ANY TRACER WIRE, PROVIDE AN
o:". GRADE
°
ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAP ON THEG=�G=��
10
EXISTING SEWER MAIN.
PAVEMENT CURB
'.d
:v.' • Q;
O
rn
U'
LOOP TRACER WIRE
z0 r
TWICE AROUND
N
2�
CLEANOUT ASSEMBLY
0
➢ D
z
r -7-0, TRACERWIRE-NO. 12
y D rn Q GAUGE SOLID COPPER
/
rn z BARE WIRE
➢� O O
i
w
w
z
adJ
5-27
CAST IRON OR BRONZE
CLEAN OUT PLUG
CLEANOUT
`ASSEMBLY
rn
rn
rn
CFOR
MAIN TRACER WIRE
NEW MAIN
/70
r
rn
-
n
o
/-u rn
rn rn
_
r
SEWER
70
rn
EXISTING LATERAL
n
o
U
MAIN
NEW SERVICE ON EXISTING MAIN -
PROVIDE MAGNESIUM ANODE ( I LB MIN) REQUIRED
WHERE NO TRACER WIRE IS INSTALLED ON SEWER MAIN
�I°
�IQ
zl;n
0
°
J
[.
0
3
0
0
°
°
0
z
a
0
°
z
No. REVISIONS DATE B221
-° This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
a) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o0 written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
DHL
PLAN
SLIP RE515TANT CLEATS
O O
2"
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
51DE
ELEVATION
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
SECTION A - A STANDARD SLIP RE515TA
MANHOLE STEP DETAIL
DWG. NO. REV1510N5 I DATE REVISIONS
�o
PVC TO D.I. PIPE ADAPTER -
U5E'FERNCO COUPLING
BACKFILL UNDER PVC SADDLE,
ADAPTOR, AND CAST IRON BEND
WITH#G7 STONE AS SHOWN ON
S-4.
PE SPRINGLINE
SADDLE INSTALLATION LIMITS
5-3 1
5-28
ADJUST FLUSH
WITH FINAL GR
2"
v v,
QtRMI T RF o 0
O4.
SEa
d ® o D
0 r'
2'-0" v ° v 3000 P.S.I. CONCRETE
TYP• �, N ENCASEMENT
• n.
PLAN,
STANDARD MANHOLE
FRAME AND COVER
'SERVICE LATERAL MATERIAL AS REQUIRED
PAVEMENT OPTION
MUST BE 2" BELOW GRADE
25
WHEN SEWER CLEAN OUT IS IN 2 w
PAVEMENT OR IMPERVIOUS SURFACE, J
IT MUST BE INSTALLED IN51DE A VALVE
BOX (OR MINI -MANHOLE) WITH COVER CAST IRON OR BRONZE
4' DIAMETER CONCRETE LABELED "SEWER". FINISHED CLEAN OUT PLUG
COLLAR G" THICK
O
A.B.C. c
r
70
_ STANDARD
y, ... ,•
MANHOLE
COMPACTED
= D
-
;
BACKFILL
°
TOTAL
CHIMNEY NOT
TO EXCEED II"
w
SECTION
6�
PRECAST CONCRETE SPACER
N
(DONUT RINGS) IN TRAFFIC
O
AREAS ONLY. DONUT RINGS
NOT ALLOWED IN
o D
EASEMENTS.
_
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE FRAME AND COVER
DETAIL WITHIN PAVED SURFACES
)WG. NO.1 REVISIONS DATE I REVISIONS I DATE
5-29 Y.C.A. 1 2-3 1-9 ABB 9-20-04
PPH 11.2 an nni 11 1 9Q n7
o.'. GRADE
7
PAVEMENT CURB
•
:•
'•:
INSTALLATIONS BY
c d , a
. b . a. 4
UTILITY CONTRACTORS
C ► •Q :a ;
' 0. ► 'tom
BEYOND THE PROPERTY
'
OR EASEMENT LINE
NOTE:
•REQUIRE A "PLUMBING
THE FULL LENGTH OF THE SERVICE DITCH SHALL
,'
UTILITY" PERMIT AND ARE
BE COMPACTED IN G" LIFTS WITH MECHANICAL TAMP.
'INSPECTED BY THE
PLUMBING INSPECTOR.
ALL TAPS WILL BE MADE USING MECHANICAL TAPPING
DO NOT BACKFILL PRIOR
MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND
TO INSPECTION.
MUST BE BEDDED IN #G7 STONE. BEDDING AND HAUNCHING
C)
D
OF PIPE BARREL MUST COMPLY WITH REQUIREMENTS OF
DETAILS 5-4 OR 5-5 ACCORDING TO PIPE MATERIAL.
4" D.I. OR
r r
(� U)
z
n
11 1 0" OR 1 2" TAPPING
I PIECE OF PIPE
PVC PIPE
Q Z
SADDLE OR I&WYEI/I
O
G" OR 1/8" BEND
z
rn
MIN. GRADE I%
rn y
n
Orn�_
Z
I .O' EXTENSION
45° SEWER
BARREL OF PIPE BEDDING
WITH PERMANENT
ADDLE
(CLASS II, III, OR IV)PLUG
crnn
CAPR
SADDLE INSTALLATION
TAILS, SEE STANDARD
COMBINATION WYE
DETAIL 5-3 1 5-32.
AND I/8 BEND
(ONE PIECE)
A
PIPE
450
ROWN
450
ASPHALTUM
SADDLE
PAINT
COATED
A
PIPE
TAPERED SPIGOT
ASTM A-415
PROJECTING /2" cnsT
SPRINGLINE
4.00"
IKON
BEYOND O.D. OF IKON
('o MAIN s-�o 761 ,�r
C>J �Z-0 ���
STANDARD 4" BRONZE CLEANOUT PLUG
N n GAF �
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
LATERAL SADDLE INSTALLATION
DETAIL FOR PVC PIPE
DNS IDATE 1 REVISIONS IE
3-1 -87
rn
ASTM C-361-77 /
�
r
D
RUBBER TUBULAR
N
--i
GASKET SUPPLIED
O
ZI
rn
CEMENTED TO
O
SADDLE
C!1
<
o SPOT WELDED
`T
D
p
rn
w
z
450CA5T IRON
rn
p rn
rn0
O
SADDLE
Z
PIPE CROWN
Cm
rn
TYPE C304 STAINLESS
C!1
C
=
STEEL T-BOLTS
O
rn rr
TYPE C304 STAINLESS FLOW
N
24 GA.TYP.C304L NUTS AND WASHERS
O O
N
STAINLESS STEEL
Z Z
STRAP
� p
rn
NOTE: SADDLE TO BE
rn y
GENECO E40 OR EQUAL
rn
r
CLEANOUT FERRULE WITH PLUG
STYLES ACCEPTED:
INVERTED NUT
RAISED NUT
5-34
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
4" CLEANOUT PLUG
KHA PROJECT
011063093 ��
CAR NUMBER
Kiom e >>>Horn DATE BLOODWORTH STREET SEWER ,�`��'��..••.....��'''
JAN 2020 PREPARED FOR SEWER STANDARD
L
SCALE NTS PUBLIC UTILITIES DEPARTMENT 037953 � OF
© 2020 KIMLEY—HORN AND ASSOCIATES INC. DETAILS
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB %�O.'F�CI�\`
PHONE: 919=682-3583 FAX: [phone] DRAWN BY ANH CITY OF RALEIGH, NORTH CARO L I NA ��Np
NC LICENSE #F 0102 WWW.KIMLEY HORN.COM iiiillI10 1
CHECKED BY NDR SEAL:
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STnRMWATFR
PLANNING/ZONING
FIRF
URBAN FORESTRY
SITE ACCESSIBILITY

NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 24" FOR SEWER LINES
2500 P51 CONCRETE G" PIPE G"
TRANSIT MIXED O.D.
FULL TRENCH WIDTH
CARRIER PIPE
(J1
3/5" STEEL PLATE, TYP
�
z0
PROPOSED PIPET
3/5"x4" STEEL
PIPELINE
° a
PLATE,TYP
o°
°
0o
5A3" A325 BOLT
<rT C)
U1 O
O
G" MIN
G" MIN D
24" MAX 24" MAX
z
Z n
o
N 70
rTl
EXIST PROPOSED
PIPE
CA51NG PIPE
rn
Q
PIPELINE
0
ro
a71
70
r
K
Z
n
Q
ri
12" " THICK COMPRESSIBLE
rn-
O
O
MIN JOINT FILLER MATERIAL
1" RAD ON ALL CORNERS
r-n
-0
n
N O
rn
PROPOSED PIPELINE OVER EX15TING PIPE PROPOSED PIPELINE UNDER EXISTING PIPE
o CD r-n
-i
r
NO
N
Z
NOTE:
71
D O
1) U5E A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE
rn 71
J
FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELL
Q I I AND SPIGOT END5.
Ld
0
Z
Q
Cn
n
CITY OF RALEIGH
0
DEPARTMENT OF PUBLIC UTILITIES
W
Z
PIPE ALIGNMENT GUIDE
Q
J
J
DWG. NO. REVISIONS DATE I REVISIONSLd DATE
5-39 IRRH 3-31-00
V)
A.B.B. 4- I G-04
W
N
STONE TO BE PRESSED IN
J
I
TO MATCH EXISTING
BANK/CHANNEL ELEVATIONS
/�0 j SA4KAND S-5 PER DETAILS
.\1 17-11% N;/
Fi
0
3
0
0
m
1 TYPE A TRENCH (IN EARTH)
12 SCALE: N.T.S.
O
O
O
O
�I 0
TRENCH EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OF TRENCH
MAX
W=MIN
4'-6-
S-9"
2'-0"
8 -10
3 -9
2 -2
12"
S-9"
O.D.+2'
14"-16"
4'-2"
O.D.+2'
18
4'-4"
O.D.+2'
20" 21"
4'-8"
O.D.+2'
24
4'-11"
O.D.+2'
27"
5-9"
O.D.+2'
30
6'-7"
O.D.+2'
36"
7'-4"
O.D.+2'
42
8'-2"
O.D.+2'
48"
8'-9"
O.D.+2'
54
9'-4"
O.D.+2'
60"
9'-10"
O.D.+2'
72"
1 11'-0"
O.D.+2'
78"
11'-8"
0.D.+2'
84"
12'-0"
O.D.+2'
90"
12'-6"
O.D.+2'
96"
13'-0"
0.D.+2'
108"
14'-0"
O.D.+2'
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0-6'
S=W+4'
>6-8'
S=W+8'
>8-10'
S=W+12'
>10-12'
S=W+16'
>12-14'
S=W+20'
>14-16'
S=W+24'
>16-18'
S=W+28'
>18'
1 S=W+32'
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
NCDENR RIPRAP BANK DETAIL
NC.01
18"
iT
In
II RIP -RAP LINING
TYPE II GEOTEXTILE
DO NOT DISTURB EXISTING SEPARATOR
STREAM BOTTOM
3 TYPICAL CHANNEL STABILIZATION
12 SCALE: N.T.S.
�I 1 2 1 TRENCH EXCAVATION LIMITS
001 12 SCALE: N.T.S.
O
OI
N
O
N
LO
O
U�
J
Q
W
0
W
Q
L)
Z
Q
I-
0
0
D
O
W
Z
Q
J
WJ
U
N
0
0
J
L
0
3
0
0
m
Ln
STAPLES
A
1� P�
Slope surface shall be smooth before
If there is a berm at the top of
placement for proper soil contact.
slope, anchor upslope of the berm.
Stapling pattern as overla
per,
_
Anchor in 6"x6" min. Trench
��
per manufacturers
and staple at 12" intervals.
recommendations.
Min. 6" overlap.
- Staple overlaps
max. 5" spacing.
Bring material down to a level area,
SYNTHETIC LINER
tight-allow
Do not stretch blankets/matting right -allow
turn the end under 4" and staple at 12"
SEE SPECS
the rolls to conform tom irregularities.
y g
intervals.
For slopes less than 3H:1V, rolls
Lime, fertilize, and seed before installation. Planting
may be placed in horizontal strips.
of shrubs, trees, etc. should occur after installation.
Rev. 6/06
6.17.11
NCDEQ RECP
SCALE: N.T.S.
SECTION A -A
2"
2
24"
NOTE:
NAIL MAY BE USED IN
LIEU OF NOTCH.
WOODEN ANCHOR DETAIL
-11�PQ
(S,61
4" MIN. CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT
9 L.F.
I D.I.P. 1
1/2 PIPE I.b.
1/4"xO STAINLESS
STEEL STRAP WITH 2
1r,;
ANCHOR BOLTS
� zx
HOLE FOR INFLUENT
WITH CORING MACHINE
NSTALL FLEXIBLE RUBBER ENLARGED DETAIL
LING. (SEE NOTE #5)
R-1/2 O.D.
BARREL
1/4"x2"
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOLTS
SECTION B-B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35
PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN
CHANNEL.
3. NOTCH BELL OF PVC DROP TO ACCEPT D.I.P. SPIGOT AS SHOWN.
4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF TEN FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
JOINT FILLER
NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION
1/8" RADIUS (TYP.) JOINTS OR AT ALL RIGID OBJECTS.
T ----
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
112"
6" 24" 4:1 4.5„
SLOPE=112' I FT.
3„ . . 17"`.°
° SLOPE=V2" / FT.
° ° ° ° 17-
2.„ 16" °°°°° ° 30" VALLEY TYPE GUTTER
1. 30" CURB & GUTTER
MEDIAN CURB AND GUTTER
SIDE ELEVATION
1
J_�mob,: 00 00 60 wer• ogao' '
o.: �'.��"Q'�/bdb'QSoA�L°o$Oe"Lb+ '
4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN)
NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC
_ 6" _ 24„
3"
6„ a 3"
FLEXIBLE RUBBER COUPLING. NOTES: SLOPE=1/27FT.
8. CORE HOLE SHALL NOT ENTER CONE SECTION. ,
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
1. 10' MAXIMUM BETWEEN DUMMY JOINTS. 6" ° ° ° ° °• °,
15' MAXIMUM BETWEEN DUMMY JOINTS ON
MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 50'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
IN51DE DROP MANHOLE
WG. NO., REV1510N5 DATE 1 REV1510N5 DATE
5-53 MAB 1 I -G- 1 3
CL DITCH
Ll ER SYNTHETIC
OVERLAP NOTE: STAPLES TO BE SPACED AT
S-O" MAX IN ALL DIRECTIONS.
PERSPECTIVE VIEW
1"
OVERLAP
n'P LINING STAPLES
5 GEOTEXTILE LINER
12 SCALE: N.T.S.
MANHOLE SCHEDULE
MANHOLE #
NORTHING
FASTING
DIAMETER (FT)
MIN. EXTENDED
BASE WIDTH (IN)
INSIDE DROP?
MH LID
TYPE
VENT PIPE
REQUIRED? (ELEV)
CONCRETE BALLAST
REQUIRED (CY)
SSMH-01
734881.5465
2109428.7610
5
6
NO
S- 27
NO
NO
SSMH-02
734998.8399
2109408.6483
5
6
NO
S- 27
NO
NO
SSMH-03
735027.3475
2109376.2171
5
6
NO
S- 27
NO
NO
SSMH-04
735175.5851
2109378.6364
5
6
NO
S- 27
NO
NO
SSMH-05
735278.4524
2109241.0293
5
6
NO
S- 27
NO
NO
SSMH-06
735285.2979
2108958.6386
6
6
YES
S-27
NO
NO
SSMH-06A
735294.5594
2108951.4120
4
6
NO
S- 27
NO
NO
SSMH-07
735287.2142
2108879.5863
5
6
NO
S- 29
NO
NO
SSMH-08
735248.7126
2108846.5758
5
6
NO
S- 27
NO
NO
SSMH-09
735367.7489
2108663.3793
6
6
YES
S-29
NO
NO
SSMH-10
735391.9305
2108640.0195
5
6
NO
S- 29
NO
NO
SSMH-11
735558.3323
2108658.8238
5
6
NO
S 29
NO
NO
SSMH-12
735598.1110
2108660.4689
5
6
NO
S 29
NO
NO
SSMH-13
735819.4010
2108669.4339
5
6
NO
S- 29
NO
NO
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In
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This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o0 written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
1"
2"
2
24"
NOTE:
NAIL MAY BE USED IN
LIEU OF NOTCH.
WOODEN ANCHOR DETAIL
RUNOFF WATER
W/SEDIMENT Y----
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED
WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01
THE JOINT MATERIAL SHALL CONFORM TO SECTION
1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR
ROADS AND STRUCTURES.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND
GUTTER SUPERELEVATION RATES.
NCNOT/NCDENR APPROVED SILT
SOCK DEVICE ALTERNATIVE FOR
OPEN THROAT INLETS
CURB INLET
(CONTRACTOR TO SUBMIT DEVICE FOR
APPROVAL PRIOR TO USE AND INSTALL
PER MANUFACTURER RECOMMENDATIONS)
NCNOT/NCDENR BASIN SILT
MAT ALTERNATIVE FOR
CURB INLET STANDARD CATCH BASIN
(CONTRACTOR TO SUBMIT DEVICE FOR
APPROVAL PRIOR TO USE AND INSTALL
PER MANUFACTURER RECOMMENDATIONS)
CURB INLET
OVERFLOW FILTERED WATER
WIRE SCREEN
CURB INLET
2x4 WOOD STUDS
6 CURB INLET SEDIMENT CONTROL
12 SCALE: N.T.S.
0.5'
GEOTEXTILE DEWATERING
FILTER BAG
(� LENGTH RANGE
6.0'-15.0'
PLAN VIEW
O
O
0
EXISTING
_
GROUND
3:1 3.1
3.0 FEET
STABILIZED OUTLET
SEE NOTES 5-6
WIDT1
RANG
4.0'-1
FLOW
a
w
15
to
SHEET IOF2
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
DATE,sw13 NOTToscuE
CURB AND GUTTER
T-10.26.1
GRIOUND
MAINTENANCE AND RESTORATION OF UNPAVED SURFACES
ALL GRASSED AND NATURAL AREAS (INCLUDING SHOULDERS OF ROADS) DISTURBED DURING THE COURSE OF THE
WORK SHALL BE RESEEDED. THE TOPSOIL SHALL BE REPLACED AND RAKED TO AN EVEN GRADE WITH ALL
STONES, AND DEBRIS REMOVED.
SCARIFY SUBSOIL TO DEPTH OF 3"; REMOVE WEEDS, ROOTS, STONES, AND FOREIGN MATERIALS 1.5 IN DIAMETER
AND LARGER.
ALL GRASS, FERTILIZER AND MULCH APPLICATIONS SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE
FOLLOWING TABLE:
Planting Dates
I Grass Type
Pounds/Acre
Aug. 15 - Nov. 1
Tall Fescue
300
Nov. 1 -Mar. 1
Tall Fescue
& Abruzzi Rye
300
25
Mar. 1 - Apr. 15
Tall Fescue
300
Apr. 15 - Jun. 30
Hulled Common Bermudagrass
25
Jul. 1 - Aug. 15**
Tall Fescue
& Browntop Millet
& Sorghum -Sudan Hybrids
120
35
30
Lime
2 Tons/Ac ; 3 Tons/Ac in
Clay Soils
Fertilizer
10/10/2010
1,000
Mulch
Straw
4,000
**Temporary seeding, reseed accordingto optimum season for permanent seeding.
Wetland Seed Mix
Species Name
Common Name Mix Percentage*
Panicum rigidulum
Redtop Panic Grass
60
Carex lu ulina
Hop Sedge
10
Juncus effusus
Soft Rush
10
Carex lurida
Lurid (shallow) Sedge
7
Scirpus cyperinus
Wool Grass
5
Saururus cernuus
Lizard's Tail
4
Carex s uarrosa
Squarrose Sedge
4
* Similar seed mix can be used with Engineer's Approval.
** Application Rate of 20 Ibs/Ac
AFTER SEEDING, THE AREA SHALL BE ROLLED AND MULCHED WITH FINE GRAIN STRAW AT THE APPLICATION RATE
SPECIFIED. AN ASPHALTIC TACK COAT, OR AN APPROVED EQUAL TREATMENT SHALL BE USED TO HOLD THE
MULCH IN PLACE.
SEEDED AREAS THAT FAIL TO ESTABLISH A VIGOROUS STAND OF GRASS ADEQUATE TO RESTRAIN ACCELERATED
EROSION SHALL BE RESEEDED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL NOT BE ELIGIBLE FOR
FINAL PAYMENT UNTIL A VIGOROUS STAND OF GRASS HAS BEEN ESTABLISHED FOR ALL DISTURBED AREAS.
IN ADDITION, THE APPLICATION RATE FOR EMULSIFIED ASPHALT TACK SHOULD BE SPECIFIED AT A MINIMUM OF
400 GAL,/ACRE. SEEDED AREAS THAT FAIL TO ESTABLISH A VIGOROUS STRAND OF GRASS ADEQUATE TO
RESTRAIN EROSION SHALL BE PROMPTLY RESEEDED AT THE CONTRACTOR'S EXPENSE. SEEDING AT ANY OTHER
TIME MUST BE REQUESTED IN WRITING AND APPROVED BY THE ENGINEER.
SEE SPECIFICATION SECTION 02920 FOR MAINTENANCE REQUIREMENTS.
SEEDBED PREPARATION PER SPECIFICAITONS SECTION 02920
SCARIFY SUBSOIL TO DEPTH OF 3"; REMOVE WEEDS, ROOTS, STONES, AND FOREIGN MATERIALS 1.5" IN DIAMETER
AND LARGER.
PLACE TOPSOIL TO MINIMUM DEPTH OF 4".
APPLY LIME EVENLY BY MEANS OF MECHANICAL DISTRIBUTOR. INCORPORATE LIME IN THE TOP 2-3" OF SOIL.
SPREAD FERTILIZER NOT MORE THAN 2 WEEKS IN ADVANCE OF SEEDING BY MEANS OF MECHANICAL DISTRIBUTOR.
INCORPORATE FERTILIZER IN THE TOP 2-3" OF SOIL.
APPLY SEED VIA APPROVED METHOD.
APPLY MULCHING AND MATTING AS REQUIRED IN THE SPECIFICATIONS.
PROPOSED PAVEMENT SCHEDULE
C1
PROP. APPROX. 2.0" ASPHALT CONCRETE SURFACE COURSE, TYPE
S9.5A PER NCDOT STANDARDS, AT AN AVERAGE RATE OF 220
LBS. PER SO. YD.
L)1
PROPOSED 6" AGGREGATE BASE COURSE
T
PROPOSED COMPACTED EARTH MATERIAL
NOTES:
1. SEE PLANS FOR SPECIFIC GREENWAY LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
4. SUPER TRANSITIONS SHALL NOT EXCEED 1% PER 5' MAX.
ASPHALT GREENWAY REPLACEMENT
12 SCALE: N.T.S.
IOtU I I=A I ILt UtVVFi I tK JIL I b/AU Ut:INtK/AL INU I tJ
1. GEOTEXTILE DEWATERING SILT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE SIZE AND LOCATION OF THE
GEOTEXTILE DEWATERING SILT BAG FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL INSURE THAT THE SILT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
4. SILT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED
BY SEDIMENT ACCUMULATION.
5. IF GEOTEXTILE DEWATERING SILT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING SILT
BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
6. THE STABILIZED OUTLET WILL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF
1"-6" RIP RAP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO
THE BANK OF THE CHANNEL BELOW THE WORK AREA.
�l=iW. 11 wo Ill
1�111i111�lii�lll�llliiii�iii�iii\
a c j
:r r
SIDE VIEW
GEOTEXTILE DEWATERING SILT BAG
SCALE: N.T.S.
NPDES Ground Stabilization Chart*
Site Area Description
Stabilization
Stabilizaiton Time
Time Frame
Frame Exceptions
Perimeter dikes,
swales, ditches, and
7 days
None
slopes
High Quality Water
7days
None
(HQW)Zones
If slopes are 10' or less
Slopes steeper than
7 days
in length and are not
3:1
steeper than 2:1, 14
days are allowed.
7-days for slopes
Slopes 3:1 or flatter
14days
greaterthan 50feet in
length
None (except for
All other areas with
14days
perimeters andHQW
slopes flatterthan 4:1
Zones)
* "Extensions of time may be approved by the permitting
authority based on weather or other site -specific conditions
that make compliance impracticable." (Section II.B(2)(b))
Figure 6.23b Section view of a water bar.
$ NCDEQ WATER BAR
12 SCALE: N.T.S.
. KHA PROJECT
011063093 ���""ll/, SHEET NUMBER
Kim e >>> HornDATE BLOODWORTH STREET SEWER JAN 2020 PREPARED FOR =:40�': - MISCELLANEOUS 12
SEAL _
SCALE N TS PUBLIC UTILITIES DEPARTMENT 037953 O F
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB TANDARD DETAILS
?O�'FN�INE��'���`�
PHONE: 919 =682-3583 FAX: [phone] DRAWN BY ANH CITY OF RALEIGH , NORTH CARO L I NA %'�i���"D"."RP \�
NC LICENSE #F 0102 WWW.KIMLEY HORN.COM 13
CHECKED BY NDR SEAL:
Public
Sewer Collection / Extension Svstem
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATFR
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

Steel
post
Wire
fence
24"
8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
18-24"
8" down & 4"
forward along
the trench
Plastic Or
wire ties
Filter
fabric
Wire
fence
Cross -Section
View
Filter
Steel fabric Backfill trench Natural
post and compact ground
thoroughly
3 . `i mn mn Ups-►
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< 24" min
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✓n Figure 6.62a Installation detail of a sediment fence.
� 1
NCDEQ SILT FENCE
z
< 13 SCALE: N.T.S.
J
DESIGN CRITERIA
Natural
THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.
ground
KEEP THE CENTER OF THE CHECK DAM AT LEAST 91NCHES LOWER THAN THE OUTER
EDGES AT NATURAL GROUND ELEVATION.
/
KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER
ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE
UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM.
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION.
USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH
IN T #5 OR #57 STONE.
KCDO THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.
U
W
TYPICAL RIP RAP CHANNEL
N
213 W
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GRAVEL BEDDING
GRAVEL BEDDING
/
T
PARABOLIC -SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY BULLDOZER)
TRAPEZOIDAL
O
W
NOTE:
_
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TO BE USED WHERE EXCESSIVE STORMWATER
O
- -I -- 4" to 12"
=1 ll' = 11 u'
VELOCITIES PROHIBIT VEGETATIVE LININGS.
3
18"
111 1- -� 1 111
SIZE OF STONE MUST BE DETERMINED BY
�
-_ -
6" -_=`°°1°il= FILTER FABRIC OR
APPROPRIATE DESIGN PROCEDURE.
-111=I11� GRAVEL BEDDING
DIMENSIONS FOR d & W VARIES ACCORDING
TO DESIGN.
V-SHAPED WATERWAY WITH STONE CENTER DRAIN
RIP RAP DEPTH AS PER DESIGN OR REFER TO
(SHAPED BY MOTOR GRADER)
TABLE.
0
TABLE
m
5
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STONE CLASSIFICATION
RIP RAP DEPTH
A
9"
B
18"
CLASS 1
24"
CLASS 2
24"-36"
w o
RIP RAP LINED CHANNELS
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8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
'J
STEEL POST
:V
WOVEN WIRE FABRIC
WARNING SIGN
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ORANGE, UV RESISTANT MIN. 10 GA.
HIGH-TENSILESTRENGTH LINEWIRES
POLY BARRICADE FABRIC (TYPICAL)
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-
NOTES
1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRIC
FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 91NCHES BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER
DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD
CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE
CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
12" OF NCDOT #5
1.5' MIN OR #57 WASHED STONE 1.5' I~
9" MIN
o�c>
CLASS B RIP -RAP n6 OD
0, boa
g°oOo�O �Op�°� 2' MAX AT
xapOOoo VVVVVV
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4' TO 6'
PLAN VIEW CROSS-SECTION VIEW
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CHECK DAM A AND B ARE OF EQUAL ELEVATION
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0
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PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING SIDE VIEW IIII
THE VELOCITY OF FLOW.
DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
SEE DENR STANDARDS & SPECS.
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
8' MAXIMUM
4' MINIMUM
45°
8"-12" TYP.
60"
20" TYP.
ALTERNATE ORANGE & WHITE STRIPES
MIN.2"x 4" 24" MIN. _
(TREATED)
-NOTES-
1. STRIPES ON BARRICADE RAILS SLOPE AT AN ANGLE OF 45 DEGREES IN THE
DIRECTION TRAFFIC IS TO PASS.
2. BARRICADE RAIL STRIPE SHALL BE 6INCHES.
3. THE SIDES OFTHE BARRICADE FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES.
STANDARD TEMPORARY BARRICADE
(NOT TO SCALE)
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
100' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
00 00 000 0
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25' OR FULL WIDTH
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TOP OF SILT FI
MUST BE AT LE
ABOVE THE TC
THE WASHED:
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
EXISTING ROADWAY 85' MIN.
6"MIM °°a00000000 0000000g<
°oo 00 0 000000o c
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
'III-IIIII= 'IIII-IIIII=
1- FABRIC UNDER STONE
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CROSS SECTION
CONSTRUCTION ENTRANCE
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
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10
NEW CONSTRUCTION
15' MIN.
2' INTO SOLID GROUND
SECTION VIEW
1i"MIN
3' FILTER FABRIC APRON
/ON GROUND
sn��j '.'\
BURY 6" UPPER EDGE OF
BURY WIRE FENCE AND q• FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
u
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN MIN. 10 GA.
ORANGE, UV RESISTANT LINE WIRES
HIGH -TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
OR
� =IIIII-
_L
Z MIN m SILT FENCE GEOTEXTILE FABRIC fm
FRONT VIEW ;IIIm FRONT VIEW IIIII SID
SIDE VIEW PROVIDE WARNING Q LANGUAGEIN BOTH 'qll
ENGLISH AND SPANISH,
AS SHOWN PROVIDE WARNING
SIDE VIEW LANGUAGE IN BOTH
40° MAINTENANCE: CLEAN OUT AT 50%CAPACITY ENGLISH AND SPANISH,
e LIFE OF FENCING: 6-9 MONTHS AS SHOWN
NOTE: FOR TREE PROTECTION ONLY o TREE PROTECTION AREA DO NOT DISTURB TREE CONSERVATION AREAS qp•
TSILT FENCE SHOULD NOT BE USED ALONE BELOW
< <'+ DO NOT ENTER GRADED SLOPES GREATER THAN WIN HEIGHT.
J g'+� TREE PROTECTION AREA
J
J m ZONA DE PROTECCION m DO NOT ENTER z
5 e 5 NOTES:
16 PARA ARBOLES - NO ENTRE y 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE y
2 e 2 to ZONA DE PROTECCION Z
NOTES: (SEE DETAIL TPP-02 FOR EXAMPLES)
n Ci 2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
0-0 1. TREE PROTECTION FENCING MUST BE INSTALLED AT MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
y y ly (SEE DETAIL TPP-02 FOR EXAMPLES) WARNING SIGN DETAIL g y y UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF. `�' PARA ARBOLES - NO ENTRE a
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
z �-
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF. �' s?
C S Q
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE. 6 ON CENTER FOR THE REMAINDER WARNING SIGN DETAIL 0 O
i� J ;a (n ��rC�7 III��yyy 4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' W y 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA. Z C W -n
i 0 D G ON CENTER FOR THE REMAINDER - A p Z 8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. D y n J 11-I O 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS. .1 2-, .Zm7 Z M v d 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA. 00 m Tn D tv r
CD 2
A 8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE C7 < 0 CoU
rl1 l 1 n C)
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. m 0 y r CONTACT INFORMATION: 0 y r AND SPACED As SHOWN. CONTACT INFORMATION: D
' Q .a rPJ 7. ADDITIONAL SIGNS MAYBE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS. O m m A
+, Z O > r-I 8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE CITY OF RALEIGH PARKS, RECREATION AND Z r �. I..I 9. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. CITY OF RALEIGH PARKS, RECREATION AND O rn O m Z
O p � 5 In O m � � r" 10. SEE NC STATE DENR PRACTICE STANDARDS % SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE
m � AND SPACED AS SHOWN. CULTURAL RESOURCES DEPARTMENT z "n CULTURAL RESOURCES DEPARTMENT IN D
Q m Yrl c-, A Y+d APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN PARALLEL WITH THE TOE r > fmn
3 D_ m $ URBAN FORESTER: m m < F+� OF THE FENCE.) URBAN FORESTER: m 8
0 r o [e-mail] o [e-mail] D o
0 WWW.RALEIGHNC.GOV WWW.RALEIGHNC.GOV 18
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as
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No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
a for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
IIII
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KHA PROJECT
011063093
DATE
e >>> Horn JAN 2020
SCALE N/A
© 2018 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY DGB
PHONE: [phone] FAX: [phone] DRAWN BY ANH
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY NDR
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INTERMEDIATE
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THIS TREE PROTECTION FENCE DETAIL IS REQUIRED
FOR PROTECTION OF TREE CONSERVATION AREAS
(UDO ARTICLE 9.1. TREE CONSERVATION) AND FOR
CREDIT OF EXISTING TREES (UDO SECTION 7.2.7.E)
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3• HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTIONAND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTIONAREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
B. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
BLOODWORTH STREET SEWER
PREPARED FOR
PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
SEAL =
037953
i� 11RP���\\
SEAL:
TREE
PROTECTION
FENCE
EX. TREE PIT
STREET A. IN TREE PIT
LTREE
E
PROTECTION
.25 FENCE
DBH
SIDEWALK -
STREET B. BY SIDEWALK
MIN. (FT) = TREE
PROTECTION
DBH (IN)A.25 PROTECTION
EX. TREE DBH
BUILDING -
C. BY BUILDING
NOTES:
1. CONTRACTOR MUST PROVIDE AND INSTALL TREE
PROTECTION SIGNAGE.
2. A TREE IMPACT PERMIT IS REQUIRED PRIOR TO
INITIATION OF CONSTRUCTION IF ANY TREES ON CITY
PROPERTY ARE TO BE IMPACTED BY PRUNING,
TRENCHING, BORING, REMOVAL, PAVING, PLANTING, ETC.
EXIST TREE TRUNK
2" X 4" WOOD SLATS,
MAXIMUM 3 INCH SPACING
BETWEEN WOOD SLATS
WITH A MINIMUM OF 3
SLATS PER TREE
ORANGE PLASTIC
CONSTRUCTION FENCE
WRAPPED TO A MINIMUM
OF 3 LAYERS OUTSIDE
SLATS
A
EXIST GROUND
III
I I I
2" X 4" WOOD SLATS,
MAXIMUM 3 INCH SPACING
BETWEEN WOOD SLATS
WITH A MINIMUM OF 3
SLATS PER TREE
NOTE: NO SLATS, ROPE, STEEL STRAPPIN
OR PLASTIC CONSTRUCTION FENCE SHALL.
BE ATTACHED TO, ANCHORED TO OR TIED
TO THE TREE. SECTION A - A
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: [e-mail]
WWW.RALEIGHNC.GOV
EX. TREE DBH
MIN. (FT)
DBH (IN)A.25
D. SQUARE LAYOUT
MIN. (FT) _
DBH (IN)A.25
EX. TREE DBH
E. CIRCULAR LAYOUT
TREE
PROTECTION
FENCE
TREE
PROTECTION
FENCE
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: [e-mail]
WWW.RALEIGHNC.GOV
EXIST TREE BRANCH
MISCELLANEOUS
TANDARD DETAIL
CITY OF RALEIGH
STANDARD DETAIL
S DATE. 0/18 NOTTOSCALE
TREE PROTECTION
FENCE LAYOUT
TPP-02
ROPE OR STEEL STRAPPING
AROUND THE 2X4 WOOD SLATS
12" FROM LOWEST
BRANCH
VARIABLE
A
ORANGE PLASTIC
CONSTRUCTION FENCE
WRAPPED TO A MINIMUM
OF 3 LAYERS OUTSIDE
SLATS
CITY OF RALEIGH
STANDARD DETAIL
j DATE 8/1/18 NOT TO SCALE
TREEARMOUR
TPP-09
SHEET NUMBER
13
OF
13
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CTnRM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
EXIST GROUND
III
I I I
2" X 4" WOOD SLATS,
MAXIMUM 3 INCH SPACING
BETWEEN WOOD SLATS
WITH A MINIMUM OF 3
SLATS PER TREE
NOTE: NO SLATS, ROPE, STEEL STRAPPIN
OR PLASTIC CONSTRUCTION FENCE SHALL.
BE ATTACHED TO, ANCHORED TO OR TIED
TO THE TREE. SECTION A - A
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: [e-mail]
WWW.RALEIGHNC.GOV
EX. TREE DBH
MIN. (FT)
DBH (IN)A.25
D. SQUARE LAYOUT
MIN. (FT) _
DBH (IN)A.25
EX. TREE DBH
E. CIRCULAR LAYOUT
TREE
PROTECTION
FENCE
TREE
PROTECTION
FENCE
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: [e-mail]
WWW.RALEIGHNC.GOV
EXIST TREE BRANCH
MISCELLANEOUS
TANDARD DETAIL
CITY OF RALEIGH
STANDARD DETAIL
S DATE. 0/18 NOTTOSCALE
TREE PROTECTION
FENCE LAYOUT
TPP-02
ROPE OR STEEL STRAPPING
AROUND THE 2X4 WOOD SLATS
12" FROM LOWEST
BRANCH
VARIABLE
A
ORANGE PLASTIC
CONSTRUCTION FENCE
WRAPPED TO A MINIMUM
OF 3 LAYERS OUTSIDE
SLATS
CITY OF RALEIGH
STANDARD DETAIL
j DATE 8/1/18 NOT TO SCALE
TREEARMOUR
TPP-09
SHEET NUMBER
13
OF
13
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been review for general
compliance with applicable codes. This limited review, and
authorization to construct, is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State, and Federal
laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City,
State, or Federal law. All construction must be in
accordance with all Local, State, and Federal rules and
regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CTnRM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
la. Name of project:
Bloodworth Street Sewer
1 b. County:
Wake
1c. Nearest municipality:
Raleigh
1d. Subdivision name:
N/A
1 e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
City of Raleigh - Utility Easement
2b. Deed Book and Page No.
N/A
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
N/A
2d. Responsible Party
for Corporations):
Janeen Goodwin, PE
2e. Street address:
One Exchange Plaza, Suite 620
2f. City, state, zip:
Raleigh, NC 27601
2g. Telephone no.:
919-996-3494
2h. Fax no.:
N/A
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
® Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4.
Agent/Consultant Information (if applicable)
4a. Name:
Jason Hartshorn, PWS
4b. Business name
if applicable):
Kimley-Horn
4c. Street address:
421 Fayetteville St., Suite 600
4d. City, state, zip:
Raleigh, NC 27601
4e. Telephone no.:
919-678-4155
4f. Fax no.:
N/A
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 5

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
N/A (Linear Utilities Project)
1b. Site coordinates (in decimal degrees):
Latitude: 35.768749 Longitude:-78.631161
1 c. Property size:
2.2 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Chavis Branch
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Neuse River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The proposed sewer relocation project is located within the city limits of Raleigh in Wake County, NC. The
proposed sanitary sewer easement will begin at Martin Luther King Jr Blvd and travel north through Chavis
Park, east along Cape Avenue, and then jog north along Bloodworth Street before terminating at the existing
sanitary sewer along E. South Street. Land use in the vicinity of the project area is composed of single-family
residential housing and community centers.
3b. Attach an 8'/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
20 linear feet
3e. Explain the purpose of the proposed project:
The Bloodworth Sewer conveys a substantial amount of the downtown Raleigh sewer flows. The existing
sewer is in poor condition and is undersized. The purpose of the proposed project is to upsize the sewer line
to account for a growing downtown and to relocate the existing sanitary sewer away from environmental
features to allow for improved maintenance access.
3f. Describe the overall project in detail, including the type of equipment to be used:
The project consists of constructing approximately 393 linear feet of a 24" gravity sewer, 1,545 linear feet of
16" gravity sewer, 32 linear feet of 12" gravity sewer, and 41 linear feet of 8" gravity sewer owned and
maintained by the City of Raleigh. The proposed infrastructure construction will take place within the City of
Raleigh sewer easement and temporary construction easements. The project will be constructed using dump
trucks, excavators, bull dozers, and other equipment typical of underground utility projects.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
® Yes ❑ No ❑ Unknown
the Corps or State been requested or obtained for this
Comments: A Preliminary Jurisdictional
property/ project (including all prior phases) in the past?
Determination Request for the proposed project
was submitted to Lyle Phillips of the USACE
on May 18, 2020.
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Kimley-Horn
Name (if known): Jason Hartshorn, PWS (Kimley-Horn)
delineated the project area on February 18, 2019
and identified two streams in or within 50' of the
project area.
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
A Preliminary Jurisdictional Determination Request for the proposed project was submitted to Lyle Phillips of the USACE on
May 18, 2020. Two streams are approximately mapped on the NRCS Soil Survey of Wake County. Stream S2 originates just
outside of the project area at a culvert outlet. Both mapped streams are assumed subject to Neuse River Basin Buffers.
FORM: BA 10-2013 Page 2 of 5

5. Project History
5a. Have permits or certifications been requested or obtained
for this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
There are no anticipated additional or future projects associated with the proposed project.
C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
(T)
Site 1
Utility Line
® P ❑ T
Construction/
Allowable
Chavis Branch
❑ Yes ® No
-
407
Easement
Site 2
Utility Line
Stream S2 (UT
®P El T
Construction/
Allowable
to Chavis
El Yes ® No
894
740
Easement
Branch)
Site 2
Utility Line
Stream S2 (UT
❑ P ®T
Construction/
Allowable
to Chavis
El Yes ® No
301
204
Easement
Branch)
Total buffer impacts
1,195
1,351
1c. Comments: Impacts to the buffer zones around Chavis Branch and Stream S2 will result from the relocation
and installation of a sanitary sewer line with a 30' wide maintenance easement. Impacts at Site 1 will result
from a parallel encroachment within buffer zone 2 necessary to tie to the existing sewer line. Impacts at Site 2
will result from a 30' wide near -perpendicular aerial crossing of Stream S2 and the associated buffer zone 1
and zone 2.
FORM: BA 10-2013 Page 3 of 5

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project has been designed to avoid and minimize impacts to regulated riparian buffer zones to
the extent practical. The alignment was intentionally set outside of the riparian buffer zones wherever feasible.
The aerial stream crossing has been proposed to be near perpendicular to shorten the length of buffer
impacted by the project. The maintenance easement has been specifically set to 30' to avoid environmental
features and provide easier access for maintenance.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
The proposed project will be constructed to avoid and minimize impacts to regulated riparian buffer zones
throughout the study corridor. Silt fencing will be installed around the defined limits of disturbance to ensure
equipment remains in uplands and the permitted areas. Access roads, staging areas, and equipment storage
will be located outside of the riparian buffer zones where possible.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
❑ Yes ® No
requires buffer mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
❑ Yes ❑ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments: Per the Neuse River Basin Buffer Rules: Table of Uses, parallel impacts to buffer zone 2 and
perpendicular impacts impacting less than 40' of riparian buffer are deemed `Allowable', and no buffer
mitigation is required.
E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
FORM: BA 10-2013 Page 4 of 5

F. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 02B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Jason Hartshorn, PWS 5 18 2020
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, Fed Ex, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 5 of 5

AGENT AUTHORIZATION FORM
Name: Janeen Goodwin, P.E.
Address: One Exchange Plaza, Suite 620, Raleigh, NC 27601
Phone: [phone]
Project Name/Description: Bloodworth Street Sewer
Date: 5/6/2020
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. Lyle Phillips
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh - Public Utilities Department hereby designates and authorizes Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing
Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certification applications,
Neuse River Basin Riparian Buffer Determinations, and Neuse River Basin Riparian Buffer
Authorizations, and to furnish upon request supplemental information in support of applications, etc.
from this day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized easement holder of the property/properties identified
herein, do 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 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.
Authorized this the 6th day of May 2020
Janeen Goodwin 7aiiw Goo&lw
Print Responsible Party's Name Responsible Party's Signature
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

ea
10
Ohio
Kentucky
Tennessee
Georgia
illsArou
%% Fi
W Marti
a�
a
1,500 3,000 1Q
Feet
P_ennsylvania— — — — — r7­1
New Jersey
IWest Virginia Myla`d
Virginia
North Carolinas
South Carolina
Wake County
Atlantic Ocean
00
rn A
L'
WAKE
St
ffAI
U)
Legend
Project Study Area
City of Raleigh
Wake County
Project Location
Florida
,4`00 Figure 1: Vicinity Map
�/� ; Bloodworth Street Sewer
1 Raleigh, Wake County, NC
Raleigh May 2020

11
E LfNOIR ST
G
w
i. V.I.
CHAVIS_�
T Legend
0 250 500
Feet Project Study Area
`` ��00 Figure 2: USGS Topographic Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

�1
` •
! '' ' ` • Vie✓ ,
Y t1
00 :a d ,.
I
I'
.• s`
r •
µ Y
Chavis Branch
/ t
Stream S2rj
r
Bledsoe Ave / j l wl?er --
�K�n9 Jr"Blvd
r
P�U
Legend
� g
—^- Streams
o s
0 200 400 f
Feet ` ' Project Study Area
Figure 3: Jurisdictional Features Map
\o Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

mk
OL
' e I•
0-
X-I
F °
JaL_
- W-44
Legend
0 300 600 n
Feet Project Study Area
Figure 4: NRCS Soil Survey Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

41 V
� Y
_ t {
22 v,
33
GV1 b"
18,
a�. 31 a✓ "_.'
1
27
Cape
26 i Y, -AMI
,� 24�,.
4 13�
t 35
3477
y _
-
` 1.6.-
— Main.
48
y d Legend
i ' t Project Study Area
0 200 400
Feet 9 " P 63Adjacent Property Parcels
Mtw Nor.
Figure 5: Adjacent Property Parcels Map
\�y Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020
II

MAP ID
PIN NUMBER
OWNER NAME
OWNER ADDRESS
ADDRESS 2
ADDRESS 3
0
1703855355
LESTER, MICHAEL L
814 S BLOODWORTH ST
RALEIGH NC 27601-2304
1
1703857523
PETERSON, CONNIE L
1105 S PERSON ST
RALEIGH NC 27601-2650
2
1703857425
NELSON, MICHELE T WILLIAMS, MELVIN W
4120 WILLOW OAK RD
RALEIGH NC 27604-4729
3
1703951166
ALCORN, SAMANTHA
614 DOROTHEA DR
RALEIGH NC 27603-2102
4
1703951128
LEGACY LAKES 253, LLC
60 ROBERTS DR
NORTH ADAMS MA 01247-3254
5
1703855873
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
6
1703857963
STEWART, ANDREW M STEWART, DANIELLE G
711 S BLOODWORTH ST
RALEIGH NC 27601-2301
7
1703855769
ECKERSON, BRENNA R
716 S BLOODWORTH ST
RALEIGH NC 27601-2302
8
1703855877
CITY OF RALEIGH
HOUSING & NEIGHBORHOODS
PO BOX 590
RALEIGH NC 27602-0590
9
1703857725
SAMIH T & REBECCA A YEHIA RVCBLE TRUST THE YEHIA, SAMIH T TRUSTEE
2428 SUNNYSTONE WAY
RALEIGH NC 27613-6082
10
1703855970
ORAS, ELISE M
708 S BLOODWORTH ST
RALEIGH NC 27601-2302
11
1703859383
CARRINGTON, ANNIE
815 S EAST ST
RALEIGH NC 27601-2424
12
1703867032
KELLY, JAMES FREDRICK III
701 S BLOODWORTH ST
RALEIGH NC 27601-2301
13
1703857937
HARRINGTON, EDDIE LEE
705 S BLOODWORTH ST
RALEIGH NC 27601-2301
14
1703857882
BUFFALOS, ARTHUR
719 S BLOODWORTH ST
RALEIGH NC 27601-2301
15
1703857638
ELECZKO, JAMES M ELECZKO, STACY B
725 S BLOODWORTH ST
RALEIGH NC 27601-2301
16
1703943897
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335
17
1703953318
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1703857634
DILLON, MARK K DILLON, BRIANNA N
729 S BLOODWORTH ST
RALEIGH NC 27601-2301
19
1703857867
CONTRE, EVELYN CONTRE, KEITH
715 S BLOODWORTH ST
RALEIGH NC 27601-2301
20
1703951327
EQUITY TRUST COMPANY /CUSTODIAN JULIE MANLY IRA
106 N EAST ST
RALEIGH NC 27601-1112
21
1703950343
WHITAKER, DOROTHY MAE
3109 ROCK QUARRY RD
RALEIGH NC 27610-5111
22
1703865094
BULLOCK, HELEN BROWN
700 S BLOODWORTH ST
RALEIGH NC 27601-2302
23
1703857420
PERRY, WARREN M
3229 EDGEMONT RD
WENDELL NC 27591-8290
24
1703857149
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
25
1703858333
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
26
1703858245
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
27
1703855496
WIGGINS, THOMAS WIGGINS, DIANE DAVIS
405 BOURNEMOUTH LN
GARNER NC 27529-4652
28
1703855675
GASTON, SCOTT M
728 S BLOODWORTH ST
RALEIGH NC 27601-2302
29
1703855774
BORMANN, JENNY L
718 S BLOODWORTH ST
RALEIGH NC 27601-2302
30
1703855770
SMITH, CAROL Y
724 S BLOODWORTH ST
RALEIGH NC 27601-2302
31
1703855661
BRADHAM, FRANK WALKER
732 S BLOODWORTH ST
RALEIGH NC 27601-2302
32
1703855975
MCGEE, ROBERT J
704 S BLOODWORTH ST
RALEIGH NC 27601-2302
33
1703855999
STEFFY, BRIAN MICHAEL
702 S BLOODWORTH ST
RALEIGH NC 27601-2302
34
17039SO085
DUKE ENERGY PROGRESS INC
TAX DEPT - DEC41B
550 S TRYON ST
CHARLOTTE NC 28202-4200
35
1703952099
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335

-19 1 9 NS �- nx
l S 1
S S 1
4 -+ d �
CO
l
r
0+ L
ill
1
o 3 '6*Z_ v
�S
3S'� �SZ eIV
1 1
OV
r r r
,'� aC,M,; �� ����, Legend
N/ A NI co��� ��� `' / ; rr
0— SO �6+ W/�\ �s -�^- Jurisdictional Streams
� HISS , S p35Q L b-L S ' 1`�% y „ � ,� �� �,r °�, � rr r � � Q`
�, O
d0 �G y ��� ��� `„ X �' Buffer Zone 1 - Permanent Impacts .
SITE 1: �Q..VO Buffer Zone 1 - Temporary Impacts
i Utility Line Construction/Easement ue►nNLl.N00 13:1 Slid 33Sr �o Buffer Zone 2 - Permanent Impacts
BZ2 Impacts = 407 square feet (Permanent) OS'�-£l S SNl-1,�I 1bW �
Buffer Zone 2 - Temporary Impacts
�, �Q-y > Neuse River Buffer Zone 1
Neuse River Buffer Zone 2
Existing Sanitary Sewer Easement
0 40 80 Feet ,( NWSH b3 Project Study Area
�b�/S M
�� Figure 6.1: Impact Drawings, SITE 1
`\
1Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

C) 'ram, /
b
'(q//
6-
14- V-
H
`tiL
SITE 2:
Utility Line Construction/Easement Z/
+0 BZ1 Impacts = 894 SF (Permanent)
BZ2 Impacts = 740 SF (Permanent)
7Nei
BZ1 Impacts = 301 SF (Temporary)
BZ2 Impacts = 204 SF (Temporary)
C(-
_AQ
00
t—n k Uf
Ike- CIO
<stream S2
7;�
C(— Legend
----------
"Chavi� Br�nch)..O
I (UT io s sranch)
-7
Sn
Jurisdictional Streams
04 L) 0- Buffer Zone 1 - Permanent Impacts
Buffer Zone 1 - Temporary Impacts
7
Buffer Zone 2 - Permanent Impacts
-3; ------
Buffer Zone 2 - Temporary Impacts
0
Neuse River Buffer Zone 1
q,
Neuse River Buffer Zone 2
0 -Lot
0 �p W- -7- Existing Sanitary Sewer Easement
r) 1
40 80
Project Study Area
I Feet
%to :IN W
o Figure 6.2: Impact Drawings, SITE 2
4N4 VO 0 Bloodworth Street Sewer
1O'100
0 Raleigh, Wake County, NC
Raleigh May 2020

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/18/2019
Project/Site: Bloodworth Street sewer Stream S2
Latitude: 35.768706
J.Harthor
Evaluator: W. Sullivann (Kimley-Horn)
W. Sul(Kimley-Horn)
County: Wake County
Longitude:-78.631319
Total Points: 33.5
Stream Determination ci e)
Other
Stream is at least intermittent
Ephemeral Intermitt t Perennial
e.g. Quad Name: Raleigh
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 18
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
1 2
3
3
5. Active/relic floodplain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
1
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1 1
1.5
1
11. Second or greater order channel
No = 0
1 Yes = 3
0
artificial ditches are not ratea: see aiscussions in manual
B. Hydrology Subtotal = 8.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
0.5
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
1 0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5; Other = 0
1 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S2 (UT to Chavis Branch) is a strong perennial reach that flows into
Chavis Branch. Stream S2 is an urban stream with steep banks and strong
baseflow.

Jurisdictional Determination Request
US Army Corps
of Engineers.
Wilmington Ustricl
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/Re2ul�ryPermitProaram/Contact/CoLi Locator.aWx,
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
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
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: N/A (Linear Utilities Project
City, State: Raleigh, North Carolina
County: Wake County
Parcel Index Number(s) (PIN): N/A
B. REQUESTOR INFORMATION
Name: Kimley-Horn; ATTN: William Sullivan
Mailing Address: 421 Fayetteville Street, Suite 600
Raleigh, NC 27601
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: City of Raleigh — Utility Easement; ATTN:Janeen Goodwin, P.E.
Mailing Address: One Exchange Plaza, Suite 620
Raleigh, NC 27601
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
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. 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.
William Sullivan
Print Name
Capacity: ❑ Owner Z Authorized Agent'
05/12/2020
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ 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.
✓❑ I intend to construct/develop a projector 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 projector 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❑ 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:
For NCDOT requests following the current NCDOT/USAGE protocols, skip to Part E.
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 2.2 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:
35.768749
Longitude:-78.631161
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. hM2://www.saw.usace.army.mil/Missions/Re�-yulatoly-Permit-
Pro 2ram/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
zAerial Photograph
z 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/regulatory/re2docs/JD/RGL 08-02 Ann A Prelim JD Form fillable.pdf
' Please see hM2://www.saw.usace.army.mil/Missions/Re2ulatory-Permit-Proaam/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 federaljurisdictionunder 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:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: william Sullivan; 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
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 County City: Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.768749 Long.:-78.631161
Universal Transverse Mercator: 17
Name of nearest waterbody: ChaviS Branch
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
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Stream
S2
35.768706
-78.631319
30 LF
Non -Wetland
Section 404

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items 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:
❑E Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑E 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:
1:24,000 / Raleigh West
0 Natural Resources Conservation Service Soil Survey. Citation: Wake County (1970)
❑ 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: 0 Aerial (Name & Date): NC Orthoimagery (2018)
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
Regulatory staff member
completing PJD
Signature and date of
person requesting 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.

AGENT AUTHORIZATION FORM
Name: Janeen Goodwin, P.E.
Address: One Exchange Plaza, Suite 620, Raleigh, NC 27601
Phone: [phone]
Project Name/Description: Bloodworth Street Sewer
Date: 5/6/2020
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. Lyle Phillips
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh - Public Utilities Department hereby designates and authorizes Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing
Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certification applications,
Neuse River Basin Riparian Buffer Determinations, and Neuse River Basin Riparian Buffer
Authorizations, and to furnish upon request supplemental information in support of applications, etc.
from this day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized easement holder of the property/properties identified
herein, do 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 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.
Authorized this the 6th day of May 2020
Janeen Goodwin 7aiiw Goo&lw
Print Responsible Party's Name Responsible Party's Signature
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

ea
10
Ohio
Kentucky
Tennessee
Georgia
illsArou
I-
10,1H.,
Marti
1,500 3,000 1Q
Feet
P_ennsylvania— — — — — r7--r
New Jersey
IWest Virginia Myla`d
Virginia
North Carolinas
South Carolina
Wake County
Atlantic Ocean
f
St
Ave
er Ki
ffAI
E
cU
<n j Legend
v
m Project Study Area
Peterson S City of Raleigh
Wake County
L'
2= WAKE
Project Location
Florida
,4`00 Figure 1: Vicinity Map
1�/; Bloodworth Street Sewer
0 Raleigh, Wake County, NC
Raleigh May 2020

11
E LfNOIR ST
G
w
i. V.I.
CHAVIS_�
T Legend
0 250 500
Feet Project Study Area
`` ��00 Figure 2: USGS Topographic Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

�1
` •
! '' ' ` • Vie✓ ,
Y t1
00 :a d ,.
I
I'
.• s`
r •
µ Y
Chavis Branch
/ t
Stream S2rj
r
Bledsoe Ave / j l wl?er --
�K�n9 Jr"Blvd
r
P�U
Legend
� g
—^- Streams
o s
0 200 400 f
Feet ` ' Project Study Area
Figure 3: Jurisdictional Features Map
\o Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

mk
OL
' e I•
0-
X-I
F °
JaL_
- W-44
Legend
0 300 600 n
Feet Project Study Area
Figure 4: NRCS Soil Survey Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

41 V
� Y
_ t {
22 v,
33
GV1 b"
18,
a�. 31 a✓ "_.'
1
27
Cape
26 i Y, -AMI
,� 24�,.
4 13�
t 35
3477
y _
-
` 1.6.-
— Main.
48
y d Legend
i ' t Project Study Area
0 200 400
Feet 9 " P 63Adjacent Property Parcels
Mtw Nor.
Figure 5: Adjacent Property Parcels Map
\�y Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020
II

MAP ID
PIN NUMBER
OWNER NAME
OWNER ADDRESS
ADDRESS 2
ADDRESS 3
0
1703855355
LESTER, MICHAEL L
814 S BLOODWORTH ST
RALEIGH NC 27601-2304
1
1703857523
PETERSON, CONNIE L
1105 S PERSON ST
RALEIGH NC 27601-2650
2
1703857425
NELSON, MICHELE T WILLIAMS, MELVIN W
4120 WILLOW OAK RD
RALEIGH NC 27604-4729
3
1703951166
ALCORN, SAMANTHA
614 DOROTHEA DR
RALEIGH NC 27603-2102
4
1703951128
LEGACY LAKES 253, LLC
60 ROBERTS DR
NORTH ADAMS MA 01247-3254
5
1703855873
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
6
1703857963
STEWART, ANDREW M STEWART, DANIELLE G
711 S BLOODWORTH ST
RALEIGH NC 27601-2301
7
1703855769
ECKERSON, BRENNA R
716 S BLOODWORTH ST
RALEIGH NC 27601-2302
8
1703855877
CITY OF RALEIGH
HOUSING & NEIGHBORHOODS
PO BOX 590
RALEIGH NC 27602-0590
9
1703857725
SAMIH T & REBECCA A YEHIA RVCBLE TRUST THE YEHIA, SAMIH T TRUSTEE
2428 SUNNYSTONE WAY
RALEIGH NC 27613-6082
10
1703855970
ORAS, ELISE M
708 S BLOODWORTH ST
RALEIGH NC 27601-2302
11
1703859383
CARRINGTON, ANNIE
815 S EAST ST
RALEIGH NC 27601-2424
12
1703867032
KELLY, JAMES FREDRICK III
701 S BLOODWORTH ST
RALEIGH NC 27601-2301
13
1703857937
HARRINGTON, EDDIE LEE
705 S BLOODWORTH ST
RALEIGH NC 27601-2301
14
1703857882
BUFFALOS, ARTHUR
719 S BLOODWORTH ST
RALEIGH NC 27601-2301
15
1703857638
ELECZKO, JAMES M ELECZKO, STACY B
725 S BLOODWORTH ST
RALEIGH NC 27601-2301
16
1703943897
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335
17
1703953318
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1703857634
DILLON, MARK K DILLON, BRIANNA N
729 S BLOODWORTH ST
RALEIGH NC 27601-2301
19
1703857867
CONTRE, EVELYN CONTRE, KEITH
715 S BLOODWORTH ST
RALEIGH NC 27601-2301
20
1703951327
EQUITY TRUST COMPANY /CUSTODIAN JULIE MANLY IRA
106 N EAST ST
RALEIGH NC 27601-1112
21
1703950343
WHITAKER, DOROTHY MAE
3109 ROCK QUARRY RD
RALEIGH NC 27610-5111
22
1703865094
BULLOCK, HELEN BROWN
700 S BLOODWORTH ST
RALEIGH NC 27601-2302
23
1703857420
PERRY, WARREN M
3229 EDGEMONT RD
WENDELL NC 27591-8290
24
1703857149
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
25
1703858333
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
26
1703858245
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
27
1703855496
WIGGINS, THOMAS WIGGINS, DIANE DAVIS
405 BOURNEMOUTH LN
GARNER NC 27529-4652
28
1703855675
GASTON, SCOTT M
728 S BLOODWORTH ST
RALEIGH NC 27601-2302
29
1703855774
BORMANN, JENNY L
718 S BLOODWORTH ST
RALEIGH NC 27601-2302
30
1703855770
SMITH, CAROL Y
724 S BLOODWORTH ST
RALEIGH NC 27601-2302
31
1703855661
BRADHAM, FRANK WALKER
732 S BLOODWORTH ST
RALEIGH NC 27601-2302
32
1703855975
MCGEE, ROBERT J
704 S BLOODWORTH ST
RALEIGH NC 27601-2302
33
1703855999
STEFFY, BRIAN MICHAEL
702 S BLOODWORTH ST
RALEIGH NC 27601-2302
34
17039SO085
DUKE ENERGY PROGRESS INC
TAX DEPT - DEC41B
550 S TRYON ST
CHARLOTTE NC 28202-4200
35
1703952099
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/18/2019
Project/Site: Bloodworth Street sewer Stream S2
Latitude: 35.768706
J.Harthor
Evaluator: W. Sullivann (Kimley-Horn)
W. Sul(Kimley-Horn)
County: Wake County
Longitude:-78.631319
Total Points: 33.5
Stream Determination ci e)
Other
Stream is at least intermittent
Ephemeral Intermitt t Perennial
e.g. Quad Name: Raleigh
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 18
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
1 2
3
3
5. Active/relic floodplain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
1
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1 1
1.5
1
11. Second or greater order channel
No = 0
1 Yes = 3
0
artificial ditches are not ratea: see aiscussions in manual
B. Hydrology Subtotal = 8.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
0.5
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
1 0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5; Other = 0
1 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S2 (UT to Chavis Branch) is a strong perennial reach that flows into
Chavis Branch. Stream S2 is an urban stream with steep banks and strong
baseflow.

Jurisdictional Determination Request
US Army Corps
of Engineers.
Wilmington Ustricl
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/Re2ul�ryPermitProaram/Contact/CoLi Locator.aWx,
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
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
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: N/A (Linear Utilities Project
City, State: Raleigh, North Carolina
County: Wake County
Parcel Index Number(s) (PIN): N/A
B. REQUESTOR INFORMATION
Name: Kimley-Horn; ATTN: William Sullivan
Mailing Address: 421 Fayetteville Street, Suite 600
Raleigh, NC 27601
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: City of Raleigh — Utility Easement; ATTN:Janeen Goodwin, P.E.
Mailing Address: One Exchange Plaza, Suite 620
Raleigh, NC 27601
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
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. 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.
William Sullivan
Print Name
Capacity: ❑ Owner Z Authorized Agent'
05/12/2020
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ 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.
✓❑ I intend to construct/develop a projector 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 projector 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❑ 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:
For NCDOT requests following the current NCDOT/USAGE protocols, skip to Part E.
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 2.2 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:
35.768749
Longitude:-78.631161
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. hM2://www.saw.usace.army.mil/Missions/Re�-yulatoly-Permit-
Pro 2ram/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
zAerial Photograph
z 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/regulatory/re2docs/JD/RGL 08-02 Ann A Prelim JD Form fillable.pdf
' Please see hM2://www.saw.usace.army.mil/Missions/Re2ulatory-Permit-Proaam/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 federaljurisdictionunder 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:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: william Sullivan; 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
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 County City: Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.768749 Long.:-78.631161
Universal Transverse Mercator: 17
Name of nearest waterbody: ChaviS Branch
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
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Stream
S2
35.768706
-78.631319
30 LF
Non -Wetland
Section 404

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items 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:
❑E Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑E 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:
1:24,000 / Raleigh West
0 Natural Resources Conservation Service Soil Survey. Citation: Wake County (1970)
❑ 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: 0 Aerial (Name & Date): NC Orthoimagery (2018)
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
Regulatory staff member
completing PJD
Signature and date of
person requesting 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.

AGENT AUTHORIZATION FORM
Name: Janeen Goodwin, P.E.
Address: One Exchange Plaza, Suite 620, Raleigh, NC 27601
Phone: [phone]
Project Name/Description: Bloodworth Street Sewer
Date: 5/6/2020
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. Lyle Phillips
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh - Public Utilities Department hereby designates and authorizes Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing
Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certification applications,
Neuse River Basin Riparian Buffer Determinations, and Neuse River Basin Riparian Buffer
Authorizations, and to furnish upon request supplemental information in support of applications, etc.
from this day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized easement holder of the property/properties identified
herein, do 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 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.
Authorized this the 6th day of May 2020
Janeen Goodwin 7aiiw Goo&lw
Print Responsible Party's Name Responsible Party's Signature
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

ea
10
Ohio
Kentucky
Tennessee
Georgia
illsArou
I-
10,1H.,
Marti
1,500 3,000 1Q
Feet
P_ennsylvania— — — — — r7--r
New Jersey
IWest Virginia Myla`d
Virginia
North Carolinas
South Carolina
Wake County
Atlantic Ocean
f
St
Ave
er Ki
ffAI
E
cU
<n j Legend
v
m Project Study Area
Peterson S City of Raleigh
Wake County
L'
2= WAKE
Project Location
Florida
,4`00 Figure 1: Vicinity Map
1�/; Bloodworth Street Sewer
0 Raleigh, Wake County, NC
Raleigh May 2020

11
E LfNOIR ST
G
w
i. V.I.
CHAVIS_�
T Legend
0 250 500
Feet Project Study Area
`` ��00 Figure 2: USGS Topographic Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

�1
` •
I-o
! '' r • • Vie✓ ,
An
I
I'
. 1y,. �. �, T • yr.`i
Chavis Branch a t
i
4
Stream 52,
7y 1
Bledsoe Ave�K-- �ng dr"Blvd
r
P�U
Legend
� g
Streams
o t!
0 200 400 f
Feet ` ' Project Study Area
Figure 3: Jurisdictional Features Map
\o Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

mk
OL
' e I•
0-
X-I
F °
JaL_
- W-44
Legend
0 300 600 n
Feet Project Study Area
Figure 4: NRCS Soil Survey Map
Bloodworth Street Sewer
Raleigh, Wake County, NC
Raleigh May 2020

L • 1}
E SOUtiI
22
33
7
O
�•
9
29
all g
a�
a1 15
28
!
rJ
Af.
A 1
27
' 2 .e
23 I ' 17
0 20
25
Cape
26 i +ary ;$ r
ANI
! s 24� n
4 131
t 35
34
Mv
16
y d Legend
i t Project Study Area
0 200 400
,.• �` 63Adjacent Property Parcels .
Feet 9 LPL.
ar
Figure 5: Adjacent Property Parcels Map
\�y Bloodworth Street Sewer
10 Raleigh, Wake County, NC
Raleigh May 2020

MAP ID
PIN NUMBER
OWNER NAME
OWNER ADDRESS
ADDRESS 2
ADDRESS 3
0
1703855355
LESTER, MICHAEL L
814 S BLOODWORTH ST
RALEIGH NC 27601-2304
1
1703857523
PETERSON, CONNIE L
1105 S PERSON ST
RALEIGH NC 27601-2650
2
1703857425
NELSON, MICHELE T WILLIAMS, MELVIN W
4120 WILLOW OAK RD
RALEIGH NC 27604-4729
3
1703951166
ALCORN, SAMANTHA
614 DOROTHEA DR
RALEIGH NC 27603-2102
4
1703951128
LEGACY LAKES 253, LLC
60 ROBERTS DR
NORTH ADAMS MA 01247-3254
5
1703855873
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
6
1703857963
STEWART, ANDREW M STEWART, DANIELLE G
711 S BLOODWORTH ST
RALEIGH NC 27601-2301
7
1703855769
ECKERSON, BRENNA R
716 S BLOODWORTH ST
RALEIGH NC 27601-2302
8
17038SS877
CITY OF RALEIGH
HOUSING & NEIGHBORHOODS
PO BOX 590
RALEIGH NC 27602-0590
9
1703857725
SAMIH T & REBECCA A YEHIA RVCBLE TRUST THE YEHIA, SAMIH T TRUSTEE
2428 SUNNYSTONE WAY
RALEIGH NC 27613-6082
10
17038SS970
ORAS, ELISE M
708 S BLOODWORTH ST
RALEIGH NC 27601-2302
11
1703859383
CARRINGTON, ANNIE
815 S EAST ST
RALEIGH NC 27601-2424
12
1703867032
KELLY, JAMES FREDRICK III
701 S BLOODWORTH ST
RALEIGH NC 27601-2301
13
1703857937
HARRINGTON, EDDIE LEE
705 S BLOODWORTH ST
RALEIGH NC 27601-2301
14
1703857882
BUFFALOS, ARTHUR
719 S BLOODWORTH ST
RALEIGH NC 27601-2301
15
1703857638
ELECZKO, JAMES M ELECZKO, STACY B
725 S BLOODWORTH ST
RALEIGH NC 27601-2301
16
1703943897
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1335
17
1703953318
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1703857634
DILLON, MARK K DILLON, BRIANNA N
729 S BLOODWORTH ST
RALEIGH NC 27601-2301
19
1703857867
CONTRE, EVELYN CONTRE, KEITH
715 S BLOODWORTH ST
RALEIGH NC 27601-2301
20
1703951327
EQUITY TRUST COMPANY /CUSTODIAN JULIE MANLY IRA
106 N EAST ST
RALEIGH NC 27601-1112
21
1703950343
WHITAKER, DOROTHY MAE
3109 ROCK QUARRY RD
RALEIGH NC 27610-5111
22
1703865094
BULLOCK, HELEN BROWN
700 S BLOODWORTH ST
RALEIGH NC 27601-2302
23
1703857420
PERRY, WARREN M
3229 EDGEMONT RD
WENDELL NC 27591-8290
24
1703857149
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
25
1703858333
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
26
1703858245
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
27
1703855496
WIGGINS, THOMAS WIGGINS, DIANE DAVIS
405 BOURNEMOUTH LN
GARNER NC 27529-4652
28
1703855675
GASTON, SCOTT M
728 S BLOODWORTH ST
RALEIGH NC 27601-2302
29
1703855774
BORMANN, JENNY L
718 S BLOODWORTH ST
RALEIGH NC 27601-2302
30
1703855770
SMITH, CAROL Y
724 S BLOODWORTH ST
RALEIGH NC 27601-2302
31
1703855661
BRADHAM, FRANK WALKER
732 S BLOODWORTH ST
RALEIGH NC 27601-2302
32
1703855975
MCGEE, ROBERT J
704 S BLOODWORTH ST
RALEIGH NC 27601-2302
33
1703855999
STEFFY, BRIAN MICHAEL
702 S BLOODWORTH ST
RALEIGH NC 27601-2302
34
17039SO085
DUKE ENERGY PROGRESS INC
TAX DEPT - DEC41B
550 S TRYON ST
CHARLOTTE NC 28202-4200
35
1703952099
1 NORTH CAROLINA STATE OF
ISTATE PROPERTY OFFICE
1116 W JONES ST
RALEIGH NC 27603-1335

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/18/2019
Project/Site: Bloodworth Street sewer Stream S2
Latitude: 35.768706
J.Harthor
Evaluator: W. Sullivann (Kimley-Horn)
W. Sul(Kimley-Horn)
County: Wake County
Longitude:-78.631319
Total Points: 33.5
Stream Determination ci e)
Other
Stream is at least intermittent
Ephemeral Intermitt t Perennial
e.g. Quad Name: Raleigh
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 18
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
1 2
3
3
5. Active/relic floodplain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
1
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1 1
1.5
1
11. Second or greater order channel
No = 0
1 Yes = 3
0
artificial ditches are not ratea: see aiscussions in manual
B. Hydrology Subtotal = 8.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
0.5
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
1 0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5; Other = 0
1 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S2 (UT to Chavis Branch) is a strong perennial reach that flows into
Chavis Branch. Stream S2 is an urban stream with steep banks and strong
baseflow.