20171593 Ver 1_401 Application_20171212

Kimley>>> Hor P
December 11, 2017
Ms. Tasha Alexander
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Q ? 5 93
!R�
RE: Nationwide Permit 12 Application — North Hills Sewer Outfall Improvements Project,
City of Raleigh, Wake County, North Carolina
Dear Ms. Alexander and Ms. Higgins:
DEC 1 2 2017
On behalf of the City of Raleigh, Kimley-Horn is submitting the attached application for authorization
under Nationwide Permit (NWP) 12 for the above referenced project. The project proposes to
upgrade the existing, aging, and undersized sewer line currently servicing the North Hills area in
Raleigh in order to accommodate anticipated existing demand while reducing risk of overflows and
failures in Wake County.
Kimley-Horn staff delineated the project study area on August 2, 2017 and identified two perennial
streams (S1 and S2). Andy Neal of NCDWR issued a Buffer Determination Letter for the project on
August 31, 2017 (RRO #17-293). A Preliminary Jurisdictional Determination request has been
included as part of this application.
Where feasible, the new sewer line will be located within the existing sewer easement. Temporary
impacts will result to Stream S1 and its buffer zones to allow for construction access. Permanent
impacts will occur to Stream S1 due to open -cut trench installation of the utility line and permanent
riprap stabilization at the crossing location. Additionally, permanent impacts will occur to the buffer
zones of Stream S1 in order to replace and maintain the sewer line and easement. Compensatory
mitigation credits for permanent impacts to Buffer Zone 1 occurring due to new easement
construction have been reserved through Resource Environmental Solutions, LLC (RES).
To assist with the processing of this application, the following information is included:
• PCN Application Form
• Signed Agent Authorization Form
• Vicinity Map
• USGS Topographic Map

Kimley>»Horn
• Jurisdictional Features Map
• USDA/NRCS Soil Survey Map
• Wake County Property Parcels Map
• Stream Data Forms
• RES Buffer Mitigation Bank Statement of Availability
• Preliminary Jurisdictional Determination Request
• Signed Buffer Determination Letter
• Permit Impact Drawings
• Plan Sheets
• NCDWR 401 Application Fee of $570
Page 2
If there is any additional information you need to assist in the processing of this NWP application,
please do not hesitate to contact me at 919-677-2113 or [e-mail].
Sincerely,
William Sullivan
Environmental Analyst

O�pF W A 7F9OG
� 9
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page I of 13
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
North Hills Sewer Outfall Improvements
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Raleigh Public Utilities Department (Linear Utility Easement)
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
Dennis Lassiter
3d.
Street address:
222 W. Hargett Street
3e.
City, state, zip:
Raleigh, NC 27601
3f.
Telephone no.:
919-996-3477
3g.
Fax no.:
919-996-1866
3h.
Email address:
[e-mail]
Page I of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e. City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h. Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
William Sullivan
5b.
Business name
(if applicable):
Kimley-Horn
5c.
Street address:
421 Fayetteville St., Suite 600
5d.
City, state, zip:
Raleigh, NC 2601
5e.
Telephone no.:
919-677-2113
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
N/A (Linear Utility Easement)
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.831315 Longitude: - 78.644442
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
9.4 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Crabtree Creek
proposed project:
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse
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:
Land use in the vicinity of the project area is urbanized development with a combination of mixed-use commercial
development, high-density residential housing, and patches of natural bottomland forest along Crabtree Creek. The
project corridor follows an unnamed tributary to Crabtree Creek and is bounded on both sides by residential housing.
3b.
List the total estimated acreage of all existing wetlands on the property:
0.0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
888 linear feet
3d. Explain the purpose of the proposed project:
The North Hills area of Raleigh has experienced a significant increase in commercial and resiential development that
exceeds the capacity of the existing sewer line. The proposed project will upgrade the existing, aging, and undersized
sewer line currently servicing the North Hills area in order to accommodate the growing demand while reducing risk of
overflows and failures.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The project proposes to replace the existing 8" gravity sewer line connecting the North Hills area to the Crabtree Creek
interceptor with a 12" gravity sewer line. The project will stay within the existing 20' utility easement where feasible;
however, site constraints and design will require occassional deviation from the existing easement. In certain areas, the
limits of distrubance have been widened by 10' to allow for temporary construction access via a temporary construction
easement (TCE). In addition, staging areas will be strategically situated along the corridor, increasing the width of the
TCE in those areas. Upon completion of the project, the TCE will be revegetated to pre-existing conditions. The existing
20' utility easement varies from maintained (herbaceous cover) to infrequently maintained (tree cover), but after
completion of the project, all of the prior existing utility easement and new easement will be maintained as herbaceous
cover. Construction equipment including backhoe loaders, excavators, dump trucks, bulldozers, and other equipment
typical of utility projects will be utilized during construction of the proposed project.
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: A Preliminary Jurisdictional Determination
® Yes ❑ No ❑ Unknown
request has been attached as part of this permit application.
In addition, Andy Neal of the NCDWR issued a Buffer
Determination Letter on August 31, 2017 (RRO #17-293).
4b. If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Kimley-Horn
Name (if known): Jason Hartshorn and William Sullivan
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A Preliminary Jurisdictional Determination request has been attached as part of this permit application. In addition, Andy
Neal of the NCDWR issued a Buffer Determination Letter on August 31, 2017 (RRO #17-293).
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
A separate, but parallel sewer replacement project is currently under construction. Both sewer lines are/were undersized
and in need of replacement; however, the two projects are separate.
Page 4 of 13
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: No wetlands will be impacted as a result of the proposed project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Site 1
❑ P ® T
Construction Access
S1 (UT to
Crabtree Creek)
® PER
❑ INT
® Corps
® DWQ
15
240
Site 2
Utility Crossing/Bank
S1 (UT to
® PER
® Corps
15
290
® P ❑ T
Stabilization
Crabtree Creek)
❑ INT
® DWQ
Site 4
Construction Access
S1 (UT to
® PER
® Corps
15
95
❑ P ® T
Crabtree Creek)
❑ INT
® DWQ
3h. Total stream and tributary impacts
625
3i. Comments: Temporary impacts to stream S1 will occur as a result of the City acquiring a permanent utility easement along
the new sewer line. Temporary impact areas will be reseeded and maintained to allow access to the utility line. Permanent
impacts to stream S1 will occur as a result of a permanent utility crossing. The crossing will be armored with rip rap and
stream bed liner will be installed where necessary.
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
— Permanent
(P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4L Total open water impacts
4g. Comments: No open waters will be impacted as a result of the proposed project.
5. Pond or Lake Construction
If pond or lake construction proposed, then com tete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
T-7
5g. Comments: No ponds or lakes will be constructed as part of the proposed project.
5h. Is a dam high hazard permit required?
❑ Yes ®No If yes, permit ID no:
5i. Expected pond surface area (acres):
n/a
5j. Size of pond watershed (acres):
n/a
5k. Method of construction:
n/a
Page 6 of 13
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse El Tar -Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
�P'0 T
Temporary
Construction
S1 (UT to Crabtree Creek)
® Nos
3,227
2,300
Easement
Site 1
®P El T
Maintained
Utility
S1 (UT to Crabtree Creek)
❑ Yes
No
13,851
3,551
Easement
Site 2
❑ P ®T
Temporary
Construction
S1 (UT to Crabtree Creek)
El Yes
No
1,395
907
Easement
Site 2
®P [_1 T
Maintained
Utility
S1 (UT to Crabtree Creek)
❑ Yes
®No
371
435
Easement
Site 2
® P ❑ T
New Utility
Easement
S1 (UT to Crabtree Creek)
® Yes
® No
6,845
1,441
Site 3
®P F1 T
Maintained
Utility
S1 (UT to Crabtree Creek)
❑ Yes
EJ No
3,722
1,281
Easement
Site 3
® P ❑ T
New Utility
Easement
S1 (UT to Crabtree Creek)
❑ Yes
® No
0
886
Site 4
® P El T
New Utility
Easement
S1 (UT to Crabtree Creek)
® Yes
® No
4,140
543
6h. Total buffer impacts
29,929 (P)
4,622 (T)
8,137 (P)
3,207 (T)
6i. Comments: Temporary buffer impacts to buffer zones 1 and 2 will result from a temporary construction easement. All
temporary impact zones will be replanted/reseeded upon completion of the project. Permanent impacts to zones 1 and 2 will
result from the replacement of an existing sewer line within a maintained utility easement and in proposed utility easement
areas. Permanent impacts to buffer zone 1 resulting from proposed utility easements will be mitigated. Per the Neuse River
Buffers Table of Uses, non -electric utility line impacts other than perpendicular crossings in Zone 1 are allowable with
mitigation and in Zone 2 are allowable.
Page 7 of 13
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This project was designed to avoid and minimize impacts to jurisdictional features to the extent possible. Whenever feasible,
the proposed project was designed within the existing 20' maintenance easement in order to limit the amount of new impacts
to riparian buffer zones. All temporary construction easements were limited to 10' and will be revegetated upon project
completion. The single stream crossing within the proposed project will be buried to a depth greater than 2' below the
substrate.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction activities and staging will be located outside of the riparian buffer zones and jurisdictional features where ever
possible. Any temporary dewatering or pump -around areas necessary for construction will be protected with filter fabric, which
will be removed upon completion of the project. Stream banks at the stream crossing will be stabilized with rip -rap, which will
be keyed into the bank. Standard Best Management Practices (BMPs) and techniques will be used throughout the
construction process to avoid unnecessary or secondary impacts to the jurisdictional features within the project area.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
® Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Proposed Non -electric Utility
Zone 1
Line Easement; Non-
10,985
3 (2 for Catawba)
32,955
perpendicular
Zone 2
1.5
6f. Total buffer mitigation required:
32,955
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Buffer mitigation credits have been reserved with a private mitigation bank operated by Resource Environmental
Solutions, LLC (RES) and a Statement of Availability has been attached.
6h. Comments: Buffer mitigation is proposed for permanent Zone 1 impacts resulting from the proposed easement.
Permanent impacts located within the existing maintained easement have not been proposed for mitigation.
Page 9 of 13
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ®No
Comments: No stormwater will be collected or discharged as a result of this project.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<1 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The impervious area along the sanitary
sewer easement is existing. No new impervious area will be added as a result of the sewer line upgrade.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Raleigh
® Phase II
3b. Which of the following locally -implemented stormwater management programs
® NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 10 of 13
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B.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): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project will not result in any additional development. The project is upsizing an undersized sewer line in order to meet
the current needs in the North Hills area of Raleigh.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater will not be generated as a result of the proposed project. The sewer line improvement will carry existing flows
to meet the current demand.
Page 11 of 13
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
According to the NC Natural Heritage Program Element Occurrence Database (updated October 2017), no known
occurrences of any federally threatened or endangered species are present in or within 1.0 mile of the project area.
Suitable habitat is not present within the project area for red -cockaded woodpecker. The natural areas observed within
the project corridor have a canopy dominated by a mix of pine and hardwood trees and a dense understory of hardwood
species.
Suitable habitat for dwarf wedgemussel is also not present within the project corridor. The stream in the project area is
impacted by runoff and sedimentation, and the stream is fragmented by natural (bedrock) and man-made (sewer pipe,
perched culverts) barriers that prevent the migration of fish through the channel. Further, the stream drains to Crabtree
Creek which is a 303(d) listed stream for a degraded benthic community and for PCB fish tissue advisory.
Suitable habitat for Michaux's sumac is not present within the study corridor. The easements running the length of the
corridor are infrequently maintained, shaded, and overgrown with Japanese stilt grass.
There is suitable roosting habitat for northern long-eared bat within the project corridor, however there are no known
hibernacula sites or known maternity roosts within 1.0 mile of the project corridor. Due to the lack of known hibernacula or
maternity roosts, and the lack of known occurrrences within 1.0 mile of the study area, the proposed project will have no
effect on northern long-eared bat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
FEI es ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA EFH Mapper (reviewed August 29, 2017) indicates no essential fish habitat occurs within the project area.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The SHPO HPOWEB GIS Service was accessed August 30, 2017 to review historical properties located within the vicinity
of the project. 17 National Register or Study List sites were found to occur within 1.0 mile of the project boundary. One
Study List individual entry (the William S. Ward House) is located adjacent to the project limits of disturbance, and a
portion of the property the House sits on would be bisected by the proposed easement. This property is also bisected by
the existing easement. The next closest National Register or Study List site is greater than 0.25 -mile from the project
boundary. Due to the existing use of the easement, the adjacency to residencies, and the minimal visual impact resulting
from undergound utility lines, it is anticipated that the proposed project will have no effect on any histroical or
archaeological resources.
Page 12 of 13
PCN Form — Version 1.3 December 10, 2008 Version

8. Flood Zone Designation (Corps Requirement)
--F8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The proposed project will not alter existing contours, existing
percent of impervious surface, or the vegetation cover type within the FEMA regulated floodway or floodplains.
8c. What source(s) did you use to make the floodplain determination? The FEMA FIRM Panel 3720170500J (effective May 2,
2006) was accessed August 30, 2017.
William Sullivan4J
12/11/2017
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 13 of 13
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION
FORM

AGENT AUTHORIZATION FORM
Name: Dennis Lassiter, PE; City of Raleigh Public Utilities Department
Address: PO Box 590, Raleigh, NC 27602
Phone: [phone]
Project Name/Description: North Hills Sewer Outfall Improvements
Date: August 23, 2017
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Tasha Alexander
Field Office: Raleigh Regional Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh 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 Certifications applications, and Neuse River Basin
Riparian Buffer Determinations, and to furnish upon request supplemental information in supportof
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 owner of record 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 L 3 day of Au taf ZO/ 7
DeaN�s H• Lgss�'�c�
Print Property Owner's Name
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Property Owner's Signature

FIGURES

0 2,000 4,000
Feet
Legend
Project Study Area
City of Raleigh
Wake County
Figure 1: Vicinity Map
North Hills Sewer Outfall Improvements
Raleigh, Wake County, NC

" ►
1
Rood
¢ t!,i _*
Legend
0 500 1, 000
Feet` _ Project Study Area
Figure 2: USGS Topographic Map
�t North Hills Sewer Outfall Improvements
"���' Raleigh, Wake County, NC

440
a �
:w I
;.� t.. Lassiter. gym .,, '"^�*•w"^
zY • . r
Ramblew000dd Dr#._, U �;
'borough Cts.
rns
AL
r P
*"�' . i s: Hillandale Dr
(n
y
J
N
l ry r) I T
" e- Woodcliff Rd j U
IA
Spring Valley DIS
# r
y
. Marlowe Rd
i
J �� n
?1�... y� j• v ',(!�I " ��� �'0.' �' odd
AL .. F`�,
si `
t
Legend
p 3t i �►
dStreams
0 SSS( # r
Open Water
400 8 Project Study Area
--

�• 416 1,� *' �r �� ,. {�� r
Ma
t f
_ t
e` v:
a
e
c,
In:
l
"Nc9c
LoD
t y,
a
r i 9Y
x '
c"3 Legend
0 500 1,000 Feet
i Project Study Area
Figure 4: NRCS Soil Survey Map
v� North Hills Sewer Outfall Improvements
"� ^�° Raleigh, Wake County, NC

r
1
:U
CK C
hail
i
6
` 4•
ne
Dr
��,akesto
E Sr May, Ctj ..
►�� ` {fit
y
rough Ct !
i I WIN
meter Dr
; � ��I1andale Drr ,.' m. '
�v' S � � • ,der', '$a .` �... y � �� �\ -!l r� r ,�''J `.
� q�,,,�p� Woodcliff Rd
r
eDAll
UO>
.v
if
A Q -p � � may•
C -)CU
o
C
o
'Ob -fir
z - , ',
' w �Dr A .`m
mmond
1 J �� t •r i- ✓+� 'A
SSS. g® W grewIN
Legend
AbL
Adjacent Property Parcels
0 600 1,200 F-'7 Project Study Area
- � ' i, � x � ,. , ,.4 t .. _• � ,_ ,-rte...,—t. ,

Map ID
0
PIN Property Owner
1705586299 AVERETT, JO W
Address 1
PO BOX 19724
Address 2 Address 3
RALEIGH NC 27619-9724
1
170SS62913 MILLWARD, DAVID K MILLWARD, JEAN PATRICIA
616 MARLOWE RD
RALEIGH NC 27609-7022
2
1705572481 LAKE, I BEVERLY JR LAKE, SUSAN D
24 SPRINGMOOR DR
RALEIGH NC 27615-4324
3
1705574981 ROKITA, SEAN C ROKITA, AMY L
320 HILLANDALE DR
RALEIGH NC 27609-7035
4
1705561442 PATE, SUSAN
605 MARLOWE RD
RALEIGH NC 27609-7021
5
1705597841 NORTH HILLS OWNER LLC
STE 250
4321 LASSITER AT NORTH HILLS AVE RALEIGH NC 27609-5782
6
1705588732 MYRICK, SHIRLEY M
3120 HODGE RD
KNIGHTDALE NC 27545-8700
7
1705587888 WEATHERS, MARTY W
6228 MITCHELL MILL RD
ZEBULON NC 27597-8405
8
1705586892 YORK, MICHAEL SHERIDAN
4005 CARDIGAN PL
RALEIGH NC 27609-6475
9
1705586740 BARNETTE, HENRY VANCE III BARNETTE, MEREDITH HART
4001 CARDIGAN PL
RALEIGH NC 27609-6475
10
1705466047 MIDWAY PROPERTY ASSOCIATES LLC
3739 NATIONAL DR STE 140
RALEIGH NC 27612-4063
11
1705462048 WILLIAMS BUILDING & REALTY CO INC
3111 GLENWOOD AVE
RALEIGH NC 27612-5006
12
1705574492 GODWIN, JOAN M HEIRS
3700 SHADYBROOK DR
RALEIGH NC 27609-7026
13
1705573270 WILSON, BARBARA N
325 WOODCLIFF DR
RALEIGH NC 27609-7029
14
1705572555 PAUL, MACK ALLEN IV PAUL, JULIE RIDEOUT
3705 SHADYBROOK DR
RALEIGH NC 27609-7025
15
1705584294 RAMBLEWOOD PROPERTIES LLC
PO BOX 17566
RALEIGH NC 27619-7566
16
1705571240 WHITMEYER, RANDALL M WHITMEYER, SUSAN RUST
501 SPRING VALLEY DR
RALEIGH NC 27609-7050
17
1705454589 RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1705587664 726 ST PETER STREET LLC
PO BOX 6665
RALEIGH NC 27628-6665
19
1705595377 BLACK SAPPHIRE D RALEIGH 2014 LLC
CARD CORPORATE SERVICES LTD
122 MARY ST GEORGETOWN GRAND CAYMAN CAYMAN ISLANDS
20
1705561527 HENRY, JOHN M HENRY, JANICE K
609 MARLOWE RD
RALEIGH NC 27609-7021
21
1705560392 HARDIN, OLIVIA L
404 DRUMMOND DR
RALEIGH NC 27609-7006
22
1705588887 BEAVERS, KEVIN BEAVERS, KAYLA
4012 CARDIGAN PL
RALEIGH NC 27609-6475
23
1705468195 MEIR, JOSEPH M MEIR, KAREN E
412 DRUMMOND DR
RALEIGH NC 27609-7006
24
1705469249 SMITH, SHERWOOD H JR SMITH, EVE H
408 DRUMMOND DR
RALEIGH NC 27609-7006
25
1705359949 WILLIAMS REALTY & BLDG CO INC
PO BOX 18271
RALEIGH NC 27619-8271
26
1705574596 BROWN, CARALIE N
3704 SHADYBROOK DR
RALEIGH NC 27609-7026
27
1705595341 NHM OWNER -1 LLC
C/O KANE REALTY CORPORATION
PO BOX 19107 RALEIGH NC 27619-9107
28
1705585713 DEMAREST, PATRICIA ROSE
400 RAMBLEWOOD DR
RALEIGH NC 27609-6408
29
1705469444 SLOAN, HAMILTON SLOAN, HANNAH
615 MARLOWE RD
RALEIGH NC 27609-7021
30
1705467367 CHAUCER INVESTMENTS LLC
PO BOX 18271
RALEIGH NC 27619-8271
31
1705586915 WYBEL, HOLLY D
312 W MILLBROOK RD STE 129
RALEIGH NC 27609-4398
32
1705468070 BARRY, JOSEPH M BARRY, TIFFANY P
416 DRUMMOND DR
RALEIGH INC 27609-7006
33
1.705455942 OHERRON, KENNEDY C OHERRON, BARBARA M
3500 CHAUCER PL
RALEIGH NC 27609-7001
34
1705582387 JENNINGS, KEVIN WADE JENNINGS, STACEY BURNS
405 RAMBLEWOOD DR
RALEIGH NC 27609-6407
35
1705573970 MONDAY, MARY CYNTHIA
400 HILLANDALE DR
RALEIGH NC 27609-7037
36
1705458856 SMITH, MARY DEE ANDREWS SMITH, MICHAEL C
420 DRUMMOND DR
RALEIGH NC 27609-7006
37
1705466273 WILLIAMS, MARGARET C
3508 CHAUCER PL
RALEIGH NC 27609-7001
38
1705589831 BRINKLEY, DANIEL W III BRINKLEY, LINDA B
4008 CARDIGAN PL
RALEIGH NC 27609-6475
39
170SS62759 WATKINS, JEAN C
612 MARLOWE RD
RALEIGH NC 27609-7022
40
1705574760 WINSTEAD, SCOTT B TRUSTEE WINSTEAD, AMY M TRUSTEE
3708 SHADYBROOK DR
RALEIGH NC 27609-7026
41
1705572679 JONES, LISA H
405 HILLANDALE DR
RALEIGH NC 27609-7036
42
1705583889 MCLARRY, LOUISE C
509 LASSITER SUMMIT CT
RALEIGH NC 27609-7081
43
1705458740 CHRISTMAN, ROGER W CHRISTMAN, LISA A
424 DRUMMOND DR
RALEIGH NC 27609-7006
44
1705584981 JANDRAIN, JAY 1 JANDRAIN, LESLIE B
505 LASSITER SUMMIT CT
RALEIGH NC 27609-7081
45
1705562790 DAY, JOHN MICHAEL DAY, DEBBIE MORROW
608 MARLOWE RD
RALEIGH NC 27609-7022
46
1705469744 HAYES, SUSANNE F
619 MARLOWE RD
RALEIGH INC 27609-7021
47
11705570081 CROCKETT, KENNETH R CROCKETT, MELANIE M
620 MARLOWE RD
RALEIGH NC 27609-7022

Vires
EBX Buffer Mitigation Banks
Statement of Availability December 8, 2017
NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: North Hills Sewer Outfall Improvements
This document confirms that City of Raleigh — Public Utilities Department (Applicant) for the North
Hills Sewer Outfall Improvements (Project) has expressed an interest to utilize 32,995 Square Feet of
Riparian Buffer Mitigation Credits from one of the following banks, EBX-Neuse I, LLC Neuse
Riparian Buffer Umbrella Mitigation Bank or EBX Upper Neuse Riparian Buffer Umbrella Mitigation
Bank. Specific bank sites that may be debited are Arrington Bridge I, Arrington Bridge II, Buffalo
Branch, Selma Mill, Cedar Grove, Hatley, and Ezell, all located in HUC 03020201. As the official Bank
Sponsor, EBX-Neuse I, LLC and EBX, attests to the fact that mitigation is available for reservation at this
time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1052 or cconderares.us if you have any questions or need additional
information.
Best Regards,
co's— /) w'—
Cara
S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)

PRELIMINARY
JURISDICTIONAL
DETERMINATION
REQUEST

urisdictional 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:
hU://www.saw.usace.armv.mil/Missions/Re ug latoryPermitProizram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminaryJD
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
WILMINGTON REGULATORY FIELD OFFICE
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
US Army Corps of Engineers
69 Darlington Avenue
3331 Heritage Trade Drive, Suite 105
Wilmington, North Carolina 28403
Wake Forest, North Carolina 27587
General Number: 910-251-4633
General Number: [phone]
Fax Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminaryJD
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 Utility Project)
City, State: Raleigh, North Carolina
County: Wake County
Parcel Index Number(s) (PIN): See Figure 5
B. REQUESTOR INFORMATION
Name: Jason -Hartshorn, PWS; Kimley-Horn
Mailing Address: 421 Fayetteville St., Suite 600
Raleigh, NC 27601
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
Select one:
F] I am the current property owner.
F4I am an Authorized Agent or Environmental Consultant'
Interested Buyer or Under Contract to Purchase
F] Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Dennis Lassiter, P.E.
Mailing Address: PO BOX 590
Raleigh, NC 27602
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION 1,4
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.
Jason Hartshorn
Print Name
Capacity: ❑ Owner Z Authorized Agents
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 project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
HA Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOT/USACE 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 9.4 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:
Longitude: -78.644442
35.831315
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", `No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
■ Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. httn://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Proeram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
14 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'
W Vicinity Map
0 Aerial Photograph
F4 USGS Topographic Map
V Soil Survey Map
F] 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)
F1NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
0 Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/regulatory/readocs/JD/RGL 08-02 App A Prelim JD Form fillable.ndf
' Please see hU://www.saw.usace.armv.mil/Missions/Regulatory-Permit-Proaram/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Jason Hartshom, PWS; Kimley-Horn, 421 Fayetteville St., 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.: 35.831315 Long.: -78.644442
Universal Transverse Mercator: 17
Name of nearest waterbody: Crabtree Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
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)
S1
35.829871
-78.645017
888 linear feet
non -wetland waters
Section 404

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:
Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
■❑ U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000 (Raleigh West Quad)
■❑
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: ❑■ Aerial (Name & Date): NC Statewide Orthoimagery Project (2015)
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: Dennis Lassiter, PE; City of Raleigh Public Utilities Department
Address: PO Box 590, Raleigh, NC 27602
Phone: [phone]
Project Name/Description: North Hills Sewer Outfall Improvements
Date: August 23, 2017
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Tasha Alexander
Field Office: Raleigh Regional Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh 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 Certifications applications, and Neuse River Basin
Riparian Buffer Determinations, 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 owner of record 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 Z 3 day of Au ryuS� 2.0/ 7
Print Property Owner's Name
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
&��
�/- Z&��
Property Owner's Signature

0 2,000 4,000
Feet
In
Legend
Project Study Area
City of Raleigh
Wake County
Figure 1: Vicinity Map
North Hills Sewer Outfall Improvements
Raleigh, Wake County, NC

M
m
i
AA
16
Aki-
F
t t%1
1
0
00
SC*
a
•% E ,
s
s.
1
1
a
'...
Legend
0 500 1,000 ` �•"` Project Study Area
Feet
�y JF NA(.c Figure 2: USGS Topographic Map
®� North Hills Sewer Outfall Improvements
"nR� Raleigh, Wake County, NC

440 3q�* FL
t
�, ._` ' a." -�. tea. �• �b � tl�
RambleW
Tca
r
U
y
ood D
,
00
E
4 ..7t`
orou9h Cf�: x�
t �,�,Willlamsb
,1
Hillandale Dr .
Al
Woodcliff Rd 6
� G '
.,l n777fC E
v.�
F ,
• ` CD k
iVt
y,
CU
,
A
,
P.
%M011St f °�� -•- •
c dssifer� `� � �Streams
i^
1 411 :11 .•
t •-Study

Ce 6
U�J,h;
r
,
�w
,
,
_ Ka
00
'9 1 `, r
f
F
,
Loi
6b""! r
t xM
z
z.
t
ri
' Legend
rn-1
9
0 500 1,000 ; , Project Study Area
Feet
Figure 4: NRCS Soil Survey Map
North Hills Sewer Outfall Improvements
p°��° Raleigh, Wake County, NC

.t `t � '1� M AC { •� �.�,+' tp �
` s ,
C
t
aao
en
- m
s f
w a
t
O
,olewd`4
t)cL,akestone ;( '0
.4 l yrough C�
M�IoO
a' 1 Co
_Ilandale Dry
lila ' 1s:R.� Y * 0 , t
Y CO {" a N
-a f
` Woodcliff Rd
i ✓ ;' N/
;:•gam, `g N O76
ri*`' `
V 40S
10
•.• O t _ 1
Iry�a � �
,
cu
ID /Amu
�Zmmond Dr § '.
D
a.
Legend
Adjacent
r -M

Map ID
PIN Property Owner
Address 1
Address 2 Address 3
0
1705586299 AVERETT, JO W
PO BOX 19724
RALEIGH NC 27619-9724
1
1705562913 MILLWARD, DAVID K MILLWARD, JEAN PATRICIA
616 MARLOWE RD
RALEIGH NC 27609-7022
2
1705572481 LAKE, I BEVERLY JR LAKE, SUSAN D
24 SPRINGMOOR DR
RALEIGH NC 27615-4324
3
1705574981 ROKITA, SEAN C ROKITA, AMY L
320 HILLANDALE DR
RALEIGH NC 27609-7035
4
1705561442 PATE, SUSAN
605 MARLOWE RD
RALEIGH NC 27609-7021
5
1705597841 NORTH HILL`.; OWNER LUQ
STE 250
4321 LASSITER AT NORTH HILLS AVE RALEIGH NC 27609-5782
6
1705588732 MYRICK, SHIRLEY M
3120 HODGE RD
KNIGHTDALE NC 27545-8700
7
1705587888 WEATHERS, MARTY W
6228 MITCHELL MILL RD
ZEBULON NC 27597-8405
8
1705586892 YORK, MICHAEL SHERIDAN
4005 CARDIGAN PL
RALEIGH INC 27609-6475
9
1705586740 BARNETLE, HENRY VANCE III BARNETTE, MEREDITH HART
4001 CARDIGAN PL
RALEIGH NC 27609-6475
10
1705466047 MIDWAY PROPERTY ASSOCIATES LLC
3739 NATIONAL DR STE 140
RALEIGH NC 27612-4063
11
1705462048 WILLIAMS BUILDING & REAITY CO IN(-
3111 GLENWOOD AVE
RALEIGH NC 27612-5006
12
1705574492 GODWIN, JOAN M HEIRS
3700 SHADYBROOK DR
RALEIGH NC 276D9-7026
13
1705573270 WILSON, BARBARA N
325 WOODCLIFF DR
RALEIGH NC 27609-7029
14
1705572555 PAUL, MACK ALLEN IV PAUL, JULIE RIDEOUT
3705 SHADYBROOK DR
RALEIGH NC 27609-7025
15
1705584294 RAMBLEWOOD PROPERTIES LLC
PO BOX 17566
RALEIGH NC 27619-7566
16
1705571240 WHITMEYER, RANDALL M WHITMEYER, SUSAN RUST
501 SPRING VALLEY DR
RALEIGH NC 27609-7050
17
1705454589 RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
18
1705587664 726 ST PETER STREET LLC
PO BOX 6665
RALEIGH NC 27628-6665
19
1705595377 BLACK SAPPHIRE D RALEIGH 2014 LLC
CARD CORPORATE SERVICES LTD
122 MARY ST GEORGETOWN GRAND CAYMAN CAYMAN ISLANDS
20
1705561527 HENRY, JOHN M HENRY, JANICE K
609 MARLOWE RD
RALEIGH NC 27609-7021
21
1705560392 HARDIN, OLIVIA L
404 DRUMMOND DR
RALEIGH NC 27609-7006
22
1705588887 BEAVERS, KEVIN BEAVERS, KAYLA
4012 CARDIGAN PL
RALEIGH NC 27609-6475
23
1705468195 MEIR, JOSEPH M MEIR, KAREN E
412 DRUMMOND DR
RALEIGH NC 27609-7006
24
1705469249 SMITH, SHERWOOD H JR SMITH, EVE H
408 DRUMMOND DR
RALEIGH NC 27609-7006
25
1705359949 WILLIAMS REALTY & BLDG CO INC
PO BOX 18271
RALEIGH NC 27619-8271
26
1705574596 BROWN, CARALIE N
3704 SHADYBROOK DR
RALEIGH NC 27609-7026
27
1705595341 NHM OWNER-1 I.LC
C/O KANE REALTY CORPORATION
PO BOX 19107 RALEIGH NC 27619-9107
28
1705585713 DEMAREST, PATRICIA ROSE
400 RAMBLEWOOD DR
RALEIGH NC 27609-6408
29
1705469444 SLOAN, HAMILTON SLOAN, HANNAH
615 MARLOWE RD
RALEIGH NC 27609-7021
30
1705467367 CHAUCER INVESTMENTS LLC
PO BOX 18271
RALEIGH NC 27619-8271
31
1705586915 WYBEL, HOLLY D
312 W MILLBROOK RD STE 129
RALEIGH NC 27609-4398
32
1705468070 BARRY, JOSEPH M BARRY, TIFFANY P
416 DRUMMOND DR
RALEIGH NC 27609-7006
33
1705455942 OHERRON, KENNEDY C OHERRON, BARBARA M
3500 CHAUCER PL
RALEIGH NC 27609-7001
34
1705582387 JENNINGS, KEVIN WADE JENNINGS, STACEY BURNS
405 RAMBLEWOOD DR
RALEIGH INC 27609-6407
35
1705573970 MONDAY, MARY CYNTHIA
400 HILLANDALE DR
RALEIGH NC 27609-7037
36
1705458856 SMITH, MARY DEE ANDREWS SMITH, MICHAEL C
420 DRUMMOND DR
RALEIGH NC 27609-7006
37
1705466273 WILLIAMS, MARGARET C
3508 CHAUCER PL
RALEIGH NC 27609-7001
38
1705589831 BRINKLEY, DANIEL W III BRINKLEY, LINDA B
4008 CARDIGAN PL
RALEIGH NC 27609-6475
39
1705562759 WATKINS, JEAN C
612 MARLOWE RD
RALEIGH NC 27609-7022
40
1705574760 W INSTEAD, SCOTT B TRUSTEE WINSTEAD, AMY M TRUSTEE
3708 SHADYBROOK DR
RALEIGH NC 27609-7026
41
1705572679 JONES, LISA H
405 HILLANDALE DR
RALEIGH NC 27609-7036
42
1705583889 MCLARRY, LOUISE C
509 LASSITER SUMMIT CT
RALEIGH NC 27609-7081
43
1705458740 CHRISTMAN, ROGER W CHRISTMAN, LISA A
424 DRUMMOND DR
RALEIGH NC 27609-7006
44
1705584981 JANDRAIN, JAY J JANDRAIN, LESLIE B
505 LASSITER SUMMIT CT
RALEIGH NC 27609-7081
45
1705562790 DAY, JOHN MICHAEL DAY, DEBBIE MORROW
608 MARLOWE RD
RALEIGH NC 27609-7022
46
1705469744 HAYES, SUSANNE F
619 MARLOWE RD
RALEIGH NC 27609-7021
47
11705570081 CROCKETT, KENNETH R CROCKETT, MELANIE M
620 MARLOWE RD
RALEIGH NC 27609-7022

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 8/2/2017
Stream S1 -
Project/Site: UT to Crabtree Creek
North Hills Sewer Imp.
Latitude: 35.829841
Evaluator: J' HBRSi(Kimley-Hom)
County: Wake County
Longitude: -78.645031
W. Sullivan an (Kimley-Horn)
Continuity of channel bed and bank
0
Total Points: 38
Stream Determination (ci
Other Raleigh West
Stream is at least intermittent
Ephemeral Intermittenerennial
e.g. Quad Name: Quad
f z19 or perennial if >_ 30
1
2
S1
A. Geomorphology Subtotal = 21
Absent
Weak
Moderate
Strong
Score
1a.
Continuity of channel bed and bank
0
1
2
3
3
2.
Sinuosity of channel along thalwe
0
1
2
3
2
3.
ripple
n -channel structure: ex. ri e -poo , step -pool,
-pool sequence
0
1
2
3
3
4.
Particle size of stream substrate
0
1 1
2
3
2
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
2
8.
Headcuts
0
1
2
3
1
9.
Grade control
0
0.5
1 1
1.5
1
10.
Naturalvalley
0
1 0.5
1 1
1.5
1
11.
Second or greater order channel
No
= 0
1 Yes =
3
3
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal =
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
1
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 1
3
C. Biology Subtotal =
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
0.5
1
1.5
1
23. Crayfish
1 0
1 0.5 1
1
1.5
0
24. Amphibians
0
0.5
1
1.5
1
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed
FACW = 0.75; OBL =
1.5; Other =
0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S1 is a perennial tributary to Crabtree Creek that flows north to south
within the project area. S1 is located between residential yards, crosses a few
streets, and meanders in and out of the study area. Numerous fish and frogs
were observed within the channel. Near the confluence with Crabtree Creek, S1
is deeply incised.
BKFW:
16'
BKFD:
3-6'
WW:
4-
WD:
6-24"
Substrate: Sand, silt,
Clarity:
Clear
Flow:
Strong

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 8/2/2017
Stream S2 -
Project/Site: UT to Crabtree Creek
North Hills Sewer Imp.
Latitude: 35.833467
Evaluator: J. Hartshorn (Kimley-Horn)
County: Wake County
Longitude: -78.643568
W. Sullivan (Kimley-Horn)
Continuity of channel bed and bank
0
Total Points: 31
Stream Determination (Si
Other Raleigh West
Stream is at least intermittent
Ephemeral Intermitten erennial
e.g. Quad Name: Quad
if? 19 or perennial if>_ 30
1
2
S2
A. Geomorphology Subtotal = 15
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
1
ripple
Fn -channel structure: ex. ri le -pool, step -pool,
-pool sequence
0
1
2
3
2
4.
Particle size of stream substrate
0
1 1
2
3
2
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
2
8.
Headcuts
0
1
2
3
1
9.
Grade control
0
0.5
1
1.5
0.5
10.
Naturalvalley
0
1 0.5
1
1.5
0.5
11.
Second or greater order channel
No
= 0
Yes
= 3
0
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
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
1
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 1
3
C. Biology Subtotal =
18. Fibrous roots in streambed
3
2
1
0
2
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
0.5
1
1.5
1
23. Crayfish
1 0 1
0.5 1
1 1
1.5
0
24. Amphibians
0
0.5
1
1.5
1
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed
FACW
= 0.75; OBL =
1.5; Other
= 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S2 is a weak perennial tributary to S1. S2 is entirely located offsite, but
is within 50' of the project study area. S2 begins at a headcut and flows west
before it becomes impounded in a pond. The pond has a overflow spillway that
connects to S1 during high-water events.
BKFW:
5'
BKFD:
2'
WW:
3'
WD:
6-12"
Substrate: Sand, silt
Clarity:
Clear
Flow:
Strong

NCDWR BUFFER
DETERMINATION
LETTER

r,a
[Nater Resources
ENVIRONMENTAL QUALITY
August 31, 2017
Dennis Lassiter
City of Raleigh
P.O. Box 590
Raleigh, NC 27602
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Buffer Determination Letter
RRO #17-293
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 213 .0233)
SI
❑ Tar -Pamlico (15A NCAC 2B
❑ Intermittent/Perennial Determination (where local buffer
.0259)
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
A
(governmental and/or interjurisdictional
X
projects)
X
Project Name: North Hills Sewer Outfall Improvements
Address/Location: Various Locations
Stream(s): Crabtree Creek
Determination Date: 08/31/2017
Staff: Andy Neal
Stream
E/UP* Not Subject Subject StartC
Stop@
Soil USGSSurvey To 0
SI
P X Throu hout
X X
S2
P X Downstream culvert I Confluence with S 1
X
A
X
X
B
X
X
C
X
X
D
X
X
*EIIIP = Ephemeral/Intermittent/Pereiulial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject' have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http:/ipoilal.iiedenr.org/webiwq%aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit; 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regardin his determination, please feel free to contact Andy Neal at [phone].
Sirs e ly,
U Gj/�•!
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Jason Hartshorn; Kimley-Horn, 421 Fayetteville Street, Suite 600, Raleigh, NC 27601

17-293: North Hills Sewer Outfall Improvements
. lot
-V *'
I
jj �! t� ♦ at ti4.:..
._
,rwk x
Y
S1: Subject 04 4
a
x y
r �
Map provided by NCDEQ Division
Legend: y" wr. 4�a of Water Resources
r syr Locations are approximate and
-Approximate Site boundary: I are provided for reference only
i - AY P y
�� f� N
I..

17-293: North Hills Sewer Outfall Improvements
�r Map provided by NCDEQ Division
Le end: y of Water Resources
9L wq—,�,
!
-Approximate Site boundary:4Locations are approximate and
:1
4 - are provided for reference only
n1R > ll�

PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
NORTH HILLS SEWER
OUTFALL IMPROVEMENTS
CITY PROJECT NO. WS -2016-57
PERMIT DRAWINGS
PUBLIC IMPROVEMENT QUANTITIES
ITEM UNIT QTY
PUBLIC SEWER LF 3,910 LF
IMPACT SUMMARY TABLE
n
VIRGINIA
NEUSE RIVER RIPARIAN BUFFERS
TELEPHONE NUMBER:
Zl
MAINTAINED EASEMENT (SF) P
28,929
Z2
MAINTAINED EASEMENT (SF) p
8,137
Z7
TEMPORARY CONSTRUCTION T
4,622
SD1
EASEMENT (SF)
Z2
TEMPORARY CONSTRUCTION
T
2,300
EASEMENT (SF)
LOUISBURG
GREENSBORO MEBANE
• 40 •
SURFACE WATERS
•
1
70
PERMANENT STREAM IMPACT
P
290
DURHAM
(LF)
•
TEMPORARY STREAM IMPACT
44G
(LF)
T
355
PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
NORTH HILLS SEWER
OUTFALL IMPROVEMENTS
CITY PROJECT NO. WS -2016-57
PERMIT DRAWINGS
PUBLIC IMPROVEMENT QUANTITIES
ITEM UNIT QTY
PUBLIC SEWER LF 3,910 LF
NOT TO SCALE
PROJECT LOCATION
ry
w�e
3 S
d
� PW
sy
NI
DR
NG VALLEY er
S
NARLaWE RG
a
PROJECT
:.."
AREA
5
o�y
NOT TO SCALE
PROJECT AREA
PREPARED IN THE OFFICE OF:
Kimley)))Horn
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 NC LICENSE #F-0102
PHONE: [phone] FAX: [phone]
CONTACT INFORMATION
OWNER'S NAME:
n
VIRGINIA
ZAK PURRS
TELEPHONE NUMBER:
NORTH CAROUNA
MAILING ADDRESS:
300 W. MORGAN ST. DURHAM, NC
• EDEN
ZAK.PURVISOKIMLEY-HORN.COM
OKFORD
•
SD1
85
LOUISBURG
GREENSBORO MEBANE
• 40 •
•
1
70
401
DURHAM
WA K CREST
•
CHAPEL
HILL 40
44G
RAURG
15
CARY•
ASHEBORO 64
•
GARNER
501 1
• CLAYTON
• 40
FUOUAY—VARINA
SANFORD
95
9ff PRO.EC.T
BRE MAP
NOT TO SCALE
PROJECT LOCATION
ry
w�e
3 S
d
� PW
sy
NI
DR
NG VALLEY er
S
NARLaWE RG
a
PROJECT
:.."
AREA
5
o�y
NOT TO SCALE
PROJECT AREA
PREPARED IN THE OFFICE OF:
Kimley)))Horn
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 NC LICENSE #F-0102
PHONE: [phone] FAX: [phone]
CONTACT INFORMATION
OWNER'S NAME:
DENNIS LASSITER
PROJECT ENGINEER:
ZAK PURRS
TELEPHONE NUMBER:
919-653-2963
MAILING ADDRESS:
300 W. MORGAN ST. DURHAM, NC
EMAIL ADDRESS:
ZAK.PURVISOKIMLEY-HORN.COM
ATTENTION CONTRACTORS
The Conatruction 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.
PLINC
Sewer CollectionExtension Svstem
The CRY of Rde10 aeewa W It, canectbn and wdenebn of Ne
CRY. pWk eeew epLwn m sham m thL dm. Tn. maYrial and
Canetneylm meamtle ueW b Nb Vre canton b Ne
edttarMwde ab epedlkallwn M Ne cs • Pe ut : RmdEook.
PuHk�Utlldt s Dgvhnenl P—Tt i
Ae0a4 b Cane Wet
lFR4SfAl1CTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
All Construction moat " in accordance with all Local, State,
and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
REVISIONS

NOW ORFORMERLY` WINSOR FORMERLY TON. MA IO NOW OR FORMERLY /�z z \ NOW OR FORME i NOW OR FORMERLY
OHERRON, KENNEDY C WIWAIAS, MARGARET- \1 CHAUCER I V§tEf B,FFER IMPA .TS FCiNO HAYES. SUSANNE F 5.1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE
NOW ON, MARION T
OHERRON, BARBARA M WINSTON, CHARLES M JR DB 1681 PG 404 J%1 DB }�71yp3 PG 2 DS 8328 PG 2597 WITH ALL CITY OF RALEIGH AND/OR NCDOT
DB 3515 PG 430 BM 1983 PC 119 I �.B(,t 196} PC 1 ZONE 1 PERMANENT IMPACT ® BM 1989 PG 5}q STANDARDS AND SPECIFICATIONS.
BM 1963 PC 119 BM 1963 PG 119 3508 CHAUCER P 3512 CHAUCER 619 MARLOWE RD 5.2 CONTRACTOR SHALL PROVIDE BYPASS PUMPING
3500 CHAUCER PL 3504 CHAUCER PL I pIN:1 ]05466247$ I \I PIN:17p�Ak ZONE 2 PERMANENT IMPACT ® ( PIN 1705469744 OF STREAM WHEN EXCAVATING FOR PIPE
PIN: 1705455942 II PIN: 705466047 L - L .MOr / INSTALLATION IN AREAS AS INDICATED ON
ZONE 1 TEMPORARY IMPACT MH_ PLANS CA MR ONTRACTOR SHALL EXCAVATE AND LINE
19noz i 3" ZONE 2 TEMPORARY IMPACT ® PROPOS A 20+60 21 TO
PROVIDE FIXtAREWIaED BYPASS PUTH ROCK AS MPS. CARE
RIM 241.40 SHALL BE TAKEN TO PREVENT OVERFLOW AND
TEMPORARY STREAM IMPACT ® INV IN (12" NW) 228.51 BYPASSING OF THE SUMP BACK TO THE
r PROPOSED SSMH-05 CHANNEL
a ' TNdz INV IN (8" NE =233.58 DURING THE BYPASS PUMPING.
IMPACT E STA 18+8$.58 ) CONTRACTOR SHALL CONTINUE TO BYPASS PUMP
PERMANENT STREAM RIM=233.73 INV IN 8" SE)=234.41 TO THE DOWNSTREAM SIDE OF THE DISTURBED
+ INV IN=225.70 INV OUT (1(2" SW)=228.31 AREA UN71L HE PIPE AS BEEN INSTALLED AN
/y P
THE
HAN
INV OUT 22364
5.3
WHERE SHOWN, CU55 2 RIP -RAP WIRi FABRIC
O _ b
UNDERLAYMENT SHALL BE PLACED ON STREAM
BANKS.�" 1 ( CBILEVEL M PRE �D09TINNGG CO NTOURS)D
M __--- ' "' ->'•` I \ \\ \ GRAPHIC SCALE IN FEET 5.4 THERE SHALL BE NO DISNRBANCE OUTSIDE OF
d
t _ -.z _ 1 \.... I SEV
76. - \'T�' y 3�t �z 0 20 40 80 EE
PROTECTION FENCINGEA ENT . OMIT OF DISTURBANCES. SET 1B
Op (LOO) ONES, AND EXISTING/PROPSED CLEARING
LIMITS.
-` - •,,-z�_ -rrcE �� �� - -` �r -*- �\\itt,\ 1• 3�2 � voz� 5.5 ALL LAND DISTURBANCE WILL BE RESTORED AND
I
\`.. \ RE -VEGETATED ACCORDING TO THE CORPUD
- „ •k _ \ „ NOW OR FORMERLY HANDBOOK AND CITY SPECIFICATIONS.
a'
3 _ taP�i. a `\ \ \ ,.1 \ SLOAN, HA �\ 5.6 WHERE SHOWN, STREAM SHALL BE PUMPED
i PROPOSED TEMPORARY rW r _. _: '�.--' - i - ,' ` \� � z3iaz---gTTAF7, HAjH H N AROUND CONSTRUCTION IMPACT AREA PRIOR TO
36" CULVERTS (2) i , _ _ �.- ' _. < o YTHE PIPE
' PROPOS D'TEMPORARY 119 1}PG 772 '1 - \ typt - Sr'1 ?
FABRIC BEGINNING
BE PLACED ON THE STREAM BED
L _ s-zwE T k u /� 615 MARLOWE RD ;\�\ hV 29 15\ \ 71L ONCE THE BED IS DRY. SPOIL FROM
- $H2EAM€CROSSING ' -- "''V- ih•' 'T - y) \' \ PIN:1705469444 \-\'\\ ' \ EXCAVATION ACTIVITIES MAY THEN BE PLACED
__. n _.. _/YJ7: - 1 A P°. _`_ y6 `r:.-: ', �q'P ,9 J) ON TOP OF PLACED FILTER FABRIC.
PROPOSED n, ;;I 1 .._
_ t _ zox[ I._,-_; l -.._ - .A , • `• ��-i%' AY 5.7 SHALE.
BE CONSTRUCTION. THE FILTER FABRIC
SSMH .60 - '\ 1 +170 y� ..s - -' \ i ``� _ D m
STA 15+40.60 - \`\ i1 X00 L•35•-- \L I (,� 11 AHMA BE REMOVEDiTOALL CONSTRUCTION
._ _ k A..=x`.n..rx'•x.•'M,�,.r;dM,.. ! l \ __II� \ MAN SUCH
RIM=221.12 f"`� Y I I r Y MATERIALS ARE REMOVED FROM THE CHANNEL
INV IN=216.38 I f f WITHOUT CONTACTING THE BED PRIOR TO
INV OUT=216.18
c • r n P ' - _-� a - n RESTORING THE NORMAL FLOW TO THE STREAM
__ I
` \ SECTION.
i
5.8 ADDITIONAL TREE CLEARING BETWEEN THE TOP
- - .L 6 __." I,s 11 1, \_ . _ _ T g - N'F h , •\ - \
Cl s", OF STREAM BANKS SHALL NOT BE PERMITTED.
t J 4
ria �• - �_,,� f t. � "'k $ i z"� r°2, �;y� _. �r�^\ ry ):- �_:
,. _; _ , : z4� _ _ " .,. ��t�R,�}^-;... ...1 f•RiA$IA1/C111flE CON$TFiOCTKNi...._ _ APPtiOVAL
01 OF 1A1111 - PLANS AUTHORIZED FOR III TRIII OI
A Cenriruci on mu.t de In - d h .Loco SMto,
federal R�.ro and Re9aati s
II
n :.:= d _i s`,. e Z E 3 `' \ 4 A RTAn F10 -110E6 _ ..........
REPLACE 60 SY -OF \ \ " TR NsPD oN
CONCRETE DRIVEWAY zn Iufiuc ununEs
ITOR
WATER
PROPOSED SSMH-04 REPLACE EXISTING - ?� '-, e` rtANN1NG1zonlNc
BRICK WALL REMOVE AND REP
STA 17+36.71 r
RIM=228.02 wow
OR FORMERLY O ,-550 SY OF ASPHALT'1 FRE._..__.._ _......__.
INV IN=222.45 HENRY, JOHN M r: - v SEE DETAIL S-3 URBAN FORESTRY
INV OUT=222,2$ HENRY, JANICE K 'T: Q NOW OR FORMERLY '
DB 6150 PG 860 DAY, JOHN MICHAEL
BM 1982 PC 1366 DAY, DEBBIE MORROW \ e„A"y�
NOW OR FORMERLY 609 MARLOWE RO DB 5482 PG 651 !'{/494
RMERLY PATE, SUSAN PIN: 1705561527 BM 1960 PG 128
DB 6971 PG 303
T1Hr
j
SITE 1 IMPACT TABLE
EXISTING 20' 1 I \ \
,--
'--,
NEUSE RIVER RIPARIAN BUFFERS
SEWER EASEMENT\
Zl
\
P
PROPOSED 10 TEMPORARY
\
Z2
MAINTAINED EASEMENT (SF)
P
CONSTRUCTION EASEMENT- \
Z1
TEMPORARY CONSTRUCnON
EASEMENT (SF)
T
3.227
Z2
TEMPORARY CONSTRUCTION
EASEMENT (SF)
T
2.300
enewn of fhe
SURFACE WATERS
PROPOSED SSMH-01A
424 DRUMMOND DR ` 420 DRUMMOND DR
BM 1972 PG 20
1 416 DRUMMOND DR
PERMANENT STREAM IMPACT
(LF)
(SEE DETAIL 1/16).
t
�.x '
TEMPORARY STREAM IMPACT
(LF)
-- STA tO+20 _ ._
-"
> S \
�'\ \ L�\`
n. -I m10
rm to the
"
RIM=210.59
\ \1
PROPOSED SSMH-02
PIN: 1705468195
INV.IN=207.35
-' l
STA 12+00.30
_
INV OUT=207.15
.1
RIM=214.20
EXISTING SSMH-01
1 1 1
INV IN (12" N)=208.04
STA 10+00
- 4
,1
INV IN (8" E)=209.73 I
RIM=21251
City or R-41,
PUMk UUllties C munent Panelt
INV OUT (16" S)=207.71
j NOW OR FORMERLY INV IN ( 16" N)=207.11 NOW CRFL6RMFRLY" \ 1
CHRISTMAN ROGER W INV N (36" NW) 207 90 SMI IMA RY E'ANDREWS s
NOW OR FORMERLY
t J 4
ria �• - �_,,� f t. � "'k $ i z"� r°2, �;y� _. �r�^\ ry ):- �_:
,. _; _ , : z4� _ _ " .,. ��t�R,�}^-;... ...1 f•RiA$IA1/C111flE CON$TFiOCTKNi...._ _ APPtiOVAL
01 OF 1A1111 - PLANS AUTHORIZED FOR III TRIII OI
A Cenriruci on mu.t de In - d h .Loco SMto,
federal R�.ro and Re9aati s
II
n :.:= d _i s`,. e Z E 3 `' \ 4 A RTAn F10 -110E6 _ ..........
REPLACE 60 SY -OF \ \ " TR NsPD oN
CONCRETE DRIVEWAY zn Iufiuc ununEs
ITOR
WATER
PROPOSED SSMH-04 REPLACE EXISTING - ?� '-, e` rtANN1NG1zonlNc
BRICK WALL REMOVE AND REP
STA 17+36.71 r
RIM=228.02 wow
OR FORMERLY O ,-550 SY OF ASPHALT'1 FRE._..__.._ _......__.
INV IN=222.45 HENRY, JOHN M r: - v SEE DETAIL S-3 URBAN FORESTRY
INV OUT=222,2$ HENRY, JANICE K 'T: Q NOW OR FORMERLY '
DB 6150 PG 860 DAY, JOHN MICHAEL
BM 1982 PC 1366 DAY, DEBBIE MORROW \ e„A"y�
NOW OR FORMERLY 609 MARLOWE RO DB 5482 PG 651 !'{/494
RMERLY PATE, SUSAN PIN: 1705561527 BM 1960 PG 128
DB 6971 PG 303
T1Hr
j
SITE 1 IMPACT TABLE
• J1E
CHR ISTMAN, LISA A. INV OUT (36' S)=205.44 SM1At: MICHAEL C
JOSEPH M BARRY,
\ ( TIFFANY P BARRY
1
MEARES, BEN M SR
NEUSE RIVER RIPARIAN BUFFERS
-. BM 1992 PG 1366
Zl
MAINTAINED EASEMENT (SF)
P
13.851
Z2
MAINTAINED EASEMENT (SF)
P
3.551
Z1
TEMPORARY CONSTRUCnON
EASEMENT (SF)
T
3.227
Z2
TEMPORARY CONSTRUCTION
EASEMENT (SF)
T
2.300
enewn of fhe
SURFACE WATERS
424 DRUMMOND DR ` 420 DRUMMOND DR
BM 1972 PG 20
1 416 DRUMMOND DR
PERMANENT STREAM IMPACT
(LF)
P
0
TEMPORARY STREAM IMPACT
(LF)
T
240
t J 4
ria �• - �_,,� f t. � "'k $ i z"� r°2, �;y� _. �r�^\ ry ):- �_:
,. _; _ , : z4� _ _ " .,. ��t�R,�}^-;... ...1 f•RiA$IA1/C111flE CON$TFiOCTKNi...._ _ APPtiOVAL
01 OF 1A1111 - PLANS AUTHORIZED FOR III TRIII OI
A Cenriruci on mu.t de In - d h .Loco SMto,
federal R�.ro and Re9aati s
II
n :.:= d _i s`,. e Z E 3 `' \ 4 A RTAn F10 -110E6 _ ..........
REPLACE 60 SY -OF \ \ " TR NsPD oN
CONCRETE DRIVEWAY zn Iufiuc ununEs
ITOR
WATER
PROPOSED SSMH-04 REPLACE EXISTING - ?� '-, e` rtANN1NG1zonlNc
BRICK WALL REMOVE AND REP
STA 17+36.71 r
RIM=228.02 wow
OR FORMERLY O ,-550 SY OF ASPHALT'1 FRE._..__.._ _......__.
INV IN=222.45 HENRY, JOHN M r: - v SEE DETAIL S-3 URBAN FORESTRY
INV OUT=222,2$ HENRY, JANICE K 'T: Q NOW OR FORMERLY '
DB 6150 PG 860 DAY, JOHN MICHAEL
BM 1982 PC 1366 DAY, DEBBIE MORROW \ e„A"y�
NOW OR FORMERLY 609 MARLOWE RO DB 5482 PG 651 !'{/494
RMERLY PATE, SUSAN PIN: 1705561527 BM 1960 PG 128
DB 6971 PG 303
T1Hr
j
• J1E
CHR ISTMAN, LISA A. INV OUT (36' S)=205.44 SM1At: MICHAEL C
JOSEPH M BARRY,
\ ( TIFFANY P BARRY
1
MEARES, BEN M SR
OD H JR NOW OR FORMERLY
SMITH, EVE HL HARDIN, OLIVA L -
-
-. BM 1992 PG 1366
i • 608 MARLOWE RD
-
�- PIN:1705562790
$ewer Cotler -tion / F: n
__�'
DS 13159 PG 966 D 14986 PC 2035
Q
BM 1972 PG 20 \, BM 1972 PG 20
I \ DB 15898 PG 1723
DB 16495 PG 745
DB 2064 PG 575 DB 2138 PG SB9
605 MARLOWE RD
\ PIN:1705561442
,
The Cily of Rine gh consents !P the cennecti an and
enewn of fhe
424 DRUMMOND DR ` 420 DRUMMOND DR
BM 1972 PG 20
1 416 DRUMMOND DR
BM 19]2 PG 20
412 DRUMMOND DR
BM 1972 PG 20 BM 1972 PG 20
408 DRUMMOND DRIVE 404 DRUMMOND DRIVE-
qty's puCik wear o} tan as shown on RNs W.,,
ConcWciMn methods used 1w lArc project shall ccn
n. -I m10
rm to the
_
PIN: 1705458740 , PIN: 1705458856
PIN: 1705468070
PIN: 1705468195
PIN: 1705469249 PIN: 1705560392
smraarea end-iftcatwns or -Clue P.- U.
Hwdhook
City or R-41,
PUMk UUllties C munent Panelt
o
N p
o
cj
PROP
SEDCONCRETE
CRADLE,
th-Vit, to cu,.
at
SEE DETAIL S
49 TYP
o
o N
NN�I
II. m
. . .
. . . .
. .
N n
z iv
VI
iN
ROP05ED i I
N
NtrOy
zw.
o:lo
N:.
pWn
RI
IVING PIT t
.%iN
.225
0 "-• MO
O INN = �.
225
240
o I` N
o m M
EX. 6" PNC
GAS -\/
`-
240
o¢-
o¢E
TOP=
38.76
_-_--
_.__.
0O
O
arn¢z-
am¢
o¢>.>D
-
-
.EXISTING
-
a
v~i R z z z
�
G-
¢ z z z
GRADE
ALONG
i
.m
.PROPOSE
SEWER ALIGN
ENT
./�
i
1•.
n
n n
FFEunI BAS
FLOOD
M
235.
Li
235
N II
ELEV
220.0'
_- -
5.00
_...
i
�2
OV
I
'y
' NV 23
09P STORM
rn
z.�D
m e
1-� -Ori
. . .
---_
---��.
c
ONmm.v
o
_
1gFS
PRO
OS
.A'
. R,
-
.. ,.-_'
_ BOFE
PIT.
IT.
215
o
._---
215
230
.�
230
a
N
�!
i
113
LF OF 'e
0 0.80%
m
X 6
. R
CPP STO M
'
12" DI
49%
a
. . . .
. .
.
INV=225.91
175
Of
. . . .
Izi'n
./
o
-.-.
210
';i'-
-�,�
rI.210
225.
_--
-_ ..__.
.._.--
z
^II II
225 Na
VIN
ZZm°
--_.
U
T80LF 0
16" 01 0 0.20
149. LF 0
12" DI 0 0.80.
maN
w.
ms
gN
.20.
Mi
H .
.
Na>>>
a h
205
L.0
I
N
205
220
_
16" DI 0
0.207.
.GRAPHIC -SC
_
p
=
y+
LE IN FEET.
_
d
.�.
I Z U
.
B
o¢
>
..
. .
.
. . .
. . . . . . .
200
a
y z z
200
215
215
=
O
M
O
O
N
n
(V
N
Ih
N
N
m
N
m
m
nIR
m
N
m
tp
<
Oi
f
r
Cl
D
Ml
m
tp
N
m
Oi Oi
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
M
N
M
N
M
N
M
N
Y
N
M M
N N
9+50
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 20+50 21+00 21+50
KHA PROJECT
011063088
NORTH HILLS SEWER OUTFALL
SHEET NUMBER
Kimlep Horn
11-29 2017
IMPROVEMENTS
PRELIMINARY
PLAN AND PROFILE
5
SCALE 1"=40'
PREPARED FOR
NOT FOR CONSTRUCTION
0 2017 -HORN AND ASSOCIATES, INC.
DESIGNED BY ZGP
'F'
STA 10+00 TO 21 50
OF
No.
REVISIONS DATE BY
AN ST
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NO 27701
PUBLIC UTILITIES DEPARTMENT
75% PRELIMINARY DRAWINGS
a Thi,aoamem, togemer
c
stn moa .. to ma deet eeentetl herein. o: n :,etmment or eer.im a mtena.d
9na pr enly
PHONE: [phone] FAX: [phone]
DRAWN BY DGB
° µel the-1.1iit
tten
ep
urp end F'a �M hich it was pornpared. o^ a-11 ropair rot IK on this I -y -H.
tnorizotion and by Kimlay-Hom tl Aaaocia[n, c. oll be lM1out liability to Kimley-Hom
NO LICENSE F-0102 WWW.KIMLEY-HORN.COM
CITY OF RALEIGH NORTH CAROLINA
16
Auxktea. Inc.
a
CHECKED BY ZGP
1
SEAL

NOW OR FORMERLY
KUNSTUNG, TED RICHARD
DB 2582 PG 312
v
NOTES:
6.1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE
ALL CITY OF RALEIGH Al NCDOT
STANDARDS AND SPECIFICATIONS.
BM 1966 PG 169
NEUSE RIVER RIPARIAN BUFFERS
ZONE 1 PERMANENT IMPACT ®
Z1
MAINTAINED EASEMENT (SF) P
7.216
Z2
PROPOSED TEMPORARY
1,876
930 SF PERMANENT ZONE 2
TEMPORARY CONSTRUCTION T
1,385
CONSTRUCTION ACCESS
EASEMENT (SF)
IMPACT IN PROPOSED
Z2
TEMPORARY CONSTRUCTION T
,Y
REVISIONS DATE BY
EAST MEl
\/ t
EASEMENT BOUNDARIES, SILT FENCE/TREE
`
-
NOW OR FORMERLY
26115-allZONE 1
P
CROCKETT, NETH KENR
IMPACT IN PROPOSED EASEMENT
REMOVE AND REPLACE 15 SY -
p
jf'
CROCKETT. MELANIE MT
OF ASPHALT DRIVEWAY
EX)
OB 9474 PG 1478
BM 1960 PG 128
{gyp SF PIRMANENT ZONE 1
PROPOSED SSMH
.,
4y
3
PROPOSED SSMH-OB
62D MARLOWE RD
IMPACT IN PROPOSED EASEMEII
q STA 21+72..8383
,..
O
STA 23+54.52
PIN. 1705570061
I
RIM -240.05
_
RIM=243.49
"
INV IN (12" N)=233.71
'`�
INV IN 12NE
( ) 235.34
'.
^ INV IN (8" NW)=237.37
,'
INV IN (4" E)=239.74
._I
PROPOSED SSMH-09 t., f
INV OUT (12" SE)=229.41
„
INV OUT (12" S)=235.17
;
STA 25+17.67 1,
.-.
t
I
RIM=248.17 f
F
121
INV IN 240.60
NOW OR FORMERLY
KUNSTUNG, TED RICHARD
DB 2582 PG 312
SITE 2 IMPACT TABLE
NOTES:
6.1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE
ALL CITY OF RALEIGH Al NCDOT
STANDARDS AND SPECIFICATIONS.
BM 1966 PG 169
NEUSE RIVER RIPARIAN BUFFERS
ZONE 1 PERMANENT IMPACT ®
Z1
MAINTAINED EASEMENT (SF) P
7.216
Z2
MAINTAINED EASEMENT (SF) P
1,876
Zl
TEMPORARY CONSTRUCTION T
1,385
STA 30+48.14 GRAPHIC SCALE IN FEET
ZONE 1 TEMPORARY IMPACT �`"'�,]'`.•„ r
RIM=275.70 _. 0 20 40 80
ZONE 2 TEMPORARY IMPACT ® INV IN=266.21
NV OUT=260.00'
PERMANENT STREAM IMPACT ® NOW OR FORMERLY
/- J JONES, USA H
TEMPORARY STREAM IMPACT L-. a 15136 PG 2615
_--L 3BM 116
405 HILLANDAL DR
PINHILLAN AL
It
EASEMENT (SF)
Z2
TEMPORARY CONSTRUCTION T
807
REVISIONS DATE BY
EASEMENT (SF)
\/ t
EASEMENT BOUNDARIES, SILT FENCE/TREE
WATERS
SUR�(LF)
N
PERMANENT IMPACT
280
P
TEMPORARY IMPACT T
jf'
NOW OR FORMERLY
KUNSTUNG, TED RICHARD
DB 2582 PG 312
JND \ NDON 420 LF OF
PAUL BUFFER IMPACTS LEGENDWITH
PAU TING 8" VCP SEWER
NOTES:
6.1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE
ALL CITY OF RALEIGH Al NCDOT
STANDARDS AND SPECIFICATIONS.
BM 1966 PG 169
DB
ZONE 1 PERMANENT IMPACT ®
6.2 CONTRACTOR SHALL PROVIDE BYPASS PUMPING
500 SPRING VALLEY DR
PIN: 1705571308
BM
3]05
ZONE 2 PERMANENT IMPACT ®
PROPOSED SSMH-13
OF STREAM WHEN EXCAVATING FOR PIPE
INSTALLATION IN MEAS AS INDICATED ON
E•T'Rti / Twx
N
PI
naz
2
ff �vz
r'
STA 30+48.14 GRAPHIC SCALE IN FEET
ZONE 1 TEMPORARY IMPACT �`"'�,]'`.•„ r
RIM=275.70 _. 0 20 40 80
ZONE 2 TEMPORARY IMPACT ® INV IN=266.21
NV OUT=260.00'
PERMANENT STREAM IMPACT ® NOW OR FORMERLY
/- J JONES, USA H
TEMPORARY STREAM IMPACT L-. a 15136 PG 2615
_--L 3BM 116
405 HILLANDAL DR
PINHILLAN AL
It
PLANS. CONTRACTOR SHALL EXCAVATE AND UNE
A SUMP AREA WITH ROCK AS NEEDED TO
BYPASS PUMPS.
SPROVIDE HALL BE R RENWTOED EVENT OVERFLOW ANDE
BYPASSING OF THE SUMP BACK TO THE
CHANNEL DURING THE BYPASS PUMPING.
CONTRACTOR SHALL CONTINUE TO BYPASS PUMP
TO THE DOWNSTREAM SIDE OF THE DISTURBED
AREA UNTIL THE PIPE HAS BEEN INSTALLED AND
THE CHANNEL CLEANED.
6.3 ERE SHOWN, CLASS 2 RIP -RAP WITH FABRIC
WERE
UNDERLAYMENT SHALL BE PLACED ON STREAM
BANKS. RIP -RAR SHALL BE PRESSED IN
(PLACED LEVEL WITH PRE-EXISTING CONTOURS).
�� TN9x
6.4 THERE SHALL BE NO DISTURBANCE OUTSIDE OF
REVISIONS DATE BY
PROPOSED
\/ t
EASEMENT BOUNDARIES, SILT FENCE/TREE
INV OUT 236.65 �/y \ PiROP05 D CLEAN OUT PROTECTION FENCING, UNIT OF DISTURBANCE
\, U' -PROPOSED 83 LF MIT LINES. AND EXISTNG/PROPSED CLEARING
' S.
511 SF PERMANENT ZONE Z - - - -PVCO '�+oz 6 ALL LAND DISTURBANCE
IMPACT IN PROPOSED •;~ _ > ABANDON
5 RE -VEGETATED ACCORDING
TO THEBE ECORP� M
�- EASEME T HHANDBOOK AND CITY SPECIFICATIONS. D
l -� 3A10.-.. B .[_ r 3Egx k, 3rvoz z `E 3NDZ �1 \ M xp€ EXISTING MH If�7 6.6 WERE SHOWN, STREAM SHALL BE PUMPED
�OGFTO SE S
90 AROUND CONSTRUCTION IMPACT AREA PRIOR TO
A JFK" / _
I'LL --� _ V _ 'x'01 NOW OR FORrN�E�ERLY/ - q,E Y I � G ONCE
E BE S DRY. O THE STREAM BED
!t1' LAKE, BEVERLYa¢1R LAKE. _ Z ONCE TnE BED IS DRY. SPCIL FROM
SUSAN ' EX AVA ON ACTIVITIES MAY THEN BE PLACED
OB 7239 P 391 xtlA �z L _ ON TOP OF PLACED FILTER FABRIC
t` of
BM 1964 G 114 PROPOSED SSMH ,1-2ztA'F , 7 6.7 FOLLOWING CONSTRUCTION, THE FILTER FABRIC
5 '1� SHALL BE REMOVED FROM THE STREAM BED IN
Q �.
\ 3]03 SHAD OOK D STA 26+2$.35 W
It
7%• " n ` T - -.Y 'Y _ - PIN.1701 2481 MANNER SUCH THAT ALL CONSTRUCTION
-.> RIM=272.98.. 2,a`- N
'�T no �-z' .. ,t,Lw+''"aL's _a I • - Pi MATERIALS ARE REMOVED FROM THE CHANNEL
S, NF ° `. - �•.. INVIN 12" N) 258.25 yG WITHOUT CONTACTING THE BED PRIOR TO
70 L NV IN LF
+# a 73� SECT0CIN RESTORING THE NORMAL FLOW TO THE STREAM
SW),258:05
INV OUT 72 = -'
6.8 AD T AL TREE CLEARING BETWEEN TME TOP
�
,\ r zcNE 2
NOW OR FO MERLY,,; BANK STABILIZATION
WATKINS, AN C5 SY OF CLASS 11 RIP -RAP PROPOSED SSMH-10J
OB 6480 G 317 STA 25+91.46
BM 1960 PG 12 SEE DETAIL D227011R NOW OR FORMERLY RIM=248.68
612 OWE R \ MILLWARD, DAVID K
:170556275 INV IN=242.16
x MILLWARD. JEAN PATRICIA
/ DB 1PG 0INV IN=245.16
/x�Ex BM 19 9 9 69 PG 07171 INV OUT -241.96
\616 E RD
PIN:
I
\ PIN:1 170556 ]05562913 PROPOSED 205-L'
\ SEWER E"9S€MERT
r \\ PROPOSED 40"TEMPORARY-
\ COj1Sf OCTION EASEMENT
OF STREAM BANKS SHALL NOT BE PERMITTED.
ON OF RALEIGH - it l 1 AUTHORIZED FOR C! Fd.
Z; _ `�.. t 1, x x f� �• /' / +.. T+ A Consh„cf an Illa Foaoro 1,d!atlanco9Unlronn ocd, Eta e.
,It
f Z9+OO - /`, ' \ ABANDON _ TRANSPORTanDN FIELD SERVICES na
I STINC MH
\ OD �� Y f PUBLIC UTILITIES
f ` STORMWATER
�� ✓ tt /'`- / / NOW OR FORMERLY NOW OR FORMERLY�� PLaNNINU/(a4dlrvG
- / �• - BROWN, CARAUE N WINSTEAD. SCOTT B
DB 1633 PG 017 TRUSTEE WINSTEAD, \
R BM 1964 PG 114 AMY M TRUSTEE \ URBAN f'GItES1RY
NOW OR FOR 1 3704 SHAOYBROOK DR DB 16593 PG 1827 _
PROPOSED SSMH-11 _ GODWIN, JOAN M PIN: 1]055]4596 BM 1964 PC 116
;. DB 3303 PG 166 3]08 SHADYBROOK DR rt/LIR{.
STA 27+12.75 / BM 1964 PG 114 \ PIN: 1705574760 \
NOW OR FORMERLY RIM=257.66 z \\ \ 3700 SHADYBROOK DR
WILSON. BARBARA N \11 >;- PIN:1705574492 \ - \ Sewer Collection 1 Extension System j
De 1781 PG 225 INV IN=249,88
BM 1966 PG 169 INV OUT =247.38 Y REMOVE AN1- REP 825 t 71 City of Rol,i�l apo„vt, W th, cpnn,allpn apa mdnewn pf th,
327 WOOOCLIFF RD - fill+, pu61'v - a,l . al va Ulro pian The matxiN ana
PIN: 1705573270 PROPOSED TEMPORARY SY OF EXI ASPHALT \ Gmsmutlow m,moaa aaea rx tnro prapct anae conyarm m m,
CONSTRUCTION ACCESS SEE DETAIL S-3atm,epraa a^a �p�atlona ar the Citi. PUNK uwK».
e H.,11
✓ \ .., ` _%"• y.-- \\ \ 1 / qty or Rdlgnea
1PHIC SCALE IN FEET
I080�
Lor Ou 1 11v 2/+5U Lt3+VU Ltf+JU LY+W L`J+OU JU+UU JV+DU 31+UU 51+OU JL+UU J2+50
Kim1ey>oHorn
O 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE X: 97 DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE F-0102 WWW.KIMLE7-HORN.COM
KHA PROJECT
011063D88
NORTH HILLS SEWER OUTFALL
IMPROVEMENTS
PREPARED FOR
PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
PLAN AND PROFILE
STA 21+50 TO 32+50
SHEET NUMBER
6
of
16
11-z9T2017
PRELIMINARY
NOT FOR CONSTRUCTION
BOAS 1" 40
m
No.
REVISIONS DATE BY
«=utf
759, PRELIMINARY DRAWINGS
SEAL:
v mi. eoo�mmt mpauar wltn m, aooa,vta aoa a=iy"a v.oaotaa n,rdo, a, ao oatr„maat or aarwl�a. i. mt.oa.a only
rer tha ev«i,k P�rwF1 aoa N;aot ,or wmm R waa prepared. it e, ana 11 x rtllonce an thi aowment wiNoul
written ut mHz nd odaptatien by Kbnley-Nom antl Aasxiatea, Inc. shall De xiehout Ill loaKinley-Hem and
-a° Aaaocivtea.nlnc.d
n Pnl
N
vi n n
jf'
EX)
TING GRADE A
ONG
Date
II
N.
I M II
_
_
/.
t
_ _ _ _
III
POSED SEWER
LIGNMENT
4--
.-.
N
N
121
1 F OF
^.
T--�~-
250...
yoi�?Z
a
NeNe �,
12" DID
.31 f.
280
/f
260
275
,�--- .-"'
^- I
�
I'
275
(w+pd
. O
vm
N N Z Z
r
p .
na'."''I
N N Z Z �.
-
. 12
74 LF OF
DI O 1.84%
\Ir'
".-_.---
----
EXISTING
NDERCROUND
PROPOSE
CONCRETE CRADLE
-
_
EXISTING
ELECTRIC
CONDUIT
8E
D€TAIL
. u
rn g 2 2
z - _ _
_
_ _
m - - -_
_
_ _
.-
--
_ _ _
_
/ _
_
_
ECTR CAL
CONDUIT (2).'I
EX: 48" RCP S
ORM .
.�
_
% -.
. /
J.
A.
.
INV=2
0.16 I .;
245
f
295.
27
I I
270
l
. . . .
. .
. .
-'"" - 26
LF OF 12" DI
0.80%
`
tl7 LF OF
240
._�
_
-
_
.240
U
.250
265.
-
i/%.
265
EX. 6" PVC
GAS
EX. 6" PVC
.-TOR=237-3G-
ATER
._-.__-_.
__
_ ` �.
_
ELEV
_
FACE""
240.00.
I
-
-
INV=263.69
I
I.
- - -
TOP=23
.74
- -
- __
- .._ ._ -
_
7--77-7 _iE
3 LF OF 12" DI
O 0.80%
I L�-
I I '
�,ly
__..
1yr
. 235;,
. 245
260.
I.
260
•
182-
.
_-
19 LFI OF 12" D
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
. . . .
. . .
. . . .
. . .
.p
. . H .�
a
e25
.NO
230__...
Y
N 11 230
11
24D
x
240
-I
255
�ypmn
3s.N
_
VJ
I�F�.�
Wm�i
j�/na
_
..yNnMi
ON.ev2
NF. _
GF
�N.Az
NZv'7m�
,Z
NnOZ�
pvN?»vN.
'1✓I,i
n20
pn
O
O
ZZ
NNp
11
.I
ZZ
.N
a
rcz z
>>>
zzz 22
235
x
.2'
.ssZ'nni
R_ -
'._ ..-
o
a225
>>.>s>>
250
N
N
ea
N
N
N
N
N
N
mto
N
N�
N
m
I:
m
N
n
N
na
n
N
n
N
-�n
N
n
n
n
N
on
n
nn
n
N
nm
n
N
1PHIC SCALE IN FEET
I080�
Lor Ou 1 11v 2/+5U Lt3+VU Ltf+JU LY+W L`J+OU JU+UU JV+DU 31+UU 51+OU JL+UU J2+50
Kim1ey>oHorn
O 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE X: 97 DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE F-0102 WWW.KIMLE7-HORN.COM
KHA PROJECT
011063D88
NORTH HILLS SEWER OUTFALL
IMPROVEMENTS
PREPARED FOR
PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
PLAN AND PROFILE
STA 21+50 TO 32+50
SHEET NUMBER
6
of
16
11-z9T2017
PRELIMINARY
NOT FOR CONSTRUCTION
BOAS 1" 40
m
No.
REVISIONS DATE BY
DESIGNED BY ZGP
759, PRELIMINARY DRAWINGS
SEAL:
v mi. eoo�mmt mpauar wltn m, aooa,vta aoa a=iy"a v.oaotaa n,rdo, a, ao oatr„maat or aarwl�a. i. mt.oa.a only
rer tha ev«i,k P�rwF1 aoa N;aot ,or wmm R waa prepared. it e, ana 11 x rtllonce an thi aowment wiNoul
written ut mHz nd odaptatien by Kbnley-Nom antl Aasxiatea, Inc. shall De xiehout Ill loaKinley-Hem and
-a° Aaaocivtea.nlnc.d
DRAWN BY DGB
CHECKED BY ZGP

PROPOSED SSMHyTZI NOTES,
7.1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE
Now OR FORMERLY PROPOSED SSMH-20 , �' STA 41+92.44
JENNINGS, KEVIN W \��\ i'( STA 39+80.02 WITH ALL S A OF RALEIGH ANO. NCDOT
JENNINGS. STACEY 8 \ ��// RIM=304.73 - - RIM=309.86 STANDARDS AND SPECIFICATIONS.
PROPOSED SSMH-14 DB 14772 PG 909 INV IN (12" E)=302-99 7.20ONTRACTOR SHALL PROVIDE BYPASS PUMPING
BM 1963 PG 79 INV IfL ('12" NE)=297.13 OF STREAM WHEN EXCAVATING FOR PIPE
STA 33+17.54 t INV IN (8" NW)=303.32 INSTALLATION IN AREAS AS INDICATED ON
I
\ 405 RAMBLEWOOD DRIVE / 1 INV OUT (12" S)=296.93,
RIM=280.27 PIN: 1705582387 k! - INV IN (8" NE)=303.12 PLANS. CONTRACTOR SHALL EXCAVATE AND UNE
IN T Jl 'I A SUMP AREA WITH ROCK AS NEEDED TO
INV IN (12" E)=27020 \ PROPOSED SSMH-27A
PROPOSED SSMH-18 PROPOSED SSMH-19 N\' ter, i 5945 ANENT ZONE2 - INV OUT (12" SW)=3(12.79 PROVIDE FOR REQUIRED BYPASS PUMPS. CARE
INV IN (8" W)=273.22 STA 36+77.59 STA 37+78.48'\ CT IN PROPOS D STA 41+92.43 SHALL BE TAKEN TO PREVENT OVERFLOW AND li
INV OUT (12" S)=268.37 RIM=294.00 RIM=295.60 EASEMENT RIM=310.88 BYPASSING OF THE SUMP BACK TO THE
' �� $ - INV IN (8" W)=304.94 CHANNEL DURING THE BYPASS PUMPING.
PROPOSED SSMH-15 INV IN (12" N)=284.23 INV IN (12" N)=288 52 CONIRACTDU SHALL CONTINUE TO BYPASS PUMP
STA 33+56.46 - INV OUT (12" S)=284.0 INV OUT (12" 3)-288.31 a INV OUT ( SE)=304.4 TMO� E DOWNSTREAM SIDE OF THE DISTURBED
8 7
! RIM=279.50 I- 292 SF PERMANENT ZONE 2 _ "3' -'I;. " ."-"', PROPOSED SSMH-21 B n/ UNTIL THEAS BEEN INSTALLED
PIPE H D
\ q THE CHANNEL CLEANED.
INV IN (12" N)=271.02. - I IMPACT IN PROPOSED - _. t»'., ¢ .j- .;.�-�OY.pp STA 47+99.43 7.3 WHERE SHOWN, CLASS 2 RIP -RAP WITH FABRIC
Z .,. PROPOSE- REALIGNED "y.•J.V -r _ r _
INV IN 12" E -275.90 I, EASEMENT - - - i $ RIM=370.39 UNOERLAYMENT SHALL BE PLACED ON STREAM
fi. ( )- I 20 SEWER EASEMENT '' "X Vr '. BANKS RIP -RAP SHALL BE PRESSED IN
f� V INV OUT X12" Wf=270.82 - INV IN (B" E)=303.62
�Z \ ''NOW OR FORMERLY i \� INV OUT 8" S =303.12 (PLACES LEVEL WITH PRE-EXISTING CONTOURS).
( W) BANKS.
SHALL BE NO DISTURBANCE OUTSIDE OF
RUSSELL, MARY CYNTHIA I k p0 EASEMENT BOUNDARIES SILT FENCE/TREE
\ \\ t p N y DB 4573 PG 023 I _ Sgt '�L - 11 4`x PROTECTION FENCING, ..IT OF DISTURBANCE
(� \ i J h(NI•. - BM 1966 PG 169 (LOO) LINES, AND EXISTING/PROPSED CLEARING
+ p 400 HILLANDALE DR LIMITS.
i I f. .y ,,U `.•� ja PIN:1 ]05573970 \ \-1" ,xy, 1 �� ~j \ \ / dfrM1 4p 7.5 ALL LAND DI�STURBCE WILL BE RESTORED AND
RE -VEGETA ACCORDING YSPEC TO THE CORPUD
u 69 ,__-\,/ \ "-v �<._ f<Y +p._�'_ v HANDBOOK AND GTE M SHALL
BE P
Y L D \ L -"`� `, !.. .... :', \�h1K' yPi" ., _ ,�Lr-. .;� \\\ .V' _...� �\ RAPHIC SCALE IN FEE 7.6 WHERE SHOWN, STREAM SHALL BE PUMPED
•? 80 AROUND CONSTRUCTION IMPACT AREA PRIOR TO
THE .. � \ ;, ta_n t•':o ,. ....d. i ':,iii , %:�:�'.''. \y- Thy �a . �. QR��'\ REPLACE��PIPE INSTALLATION. FILTER
ASPHALTADRIVEWAY .\.. �i k �_� � \._ BED
\ .. v-`: s- ,yp}y t , \ 2 o CEICTHE
HALL BING E DRY. SPOIL TMFREOM
BRIU6E i' \ I r..:.::.:. •:: X �/ O03 133 TIES ULC ' \ \ ENCAVATION ACTIVITIES MAY THEN BE PLACED
� �e 133 c 21aa \ � REMOVE PRO T; 'AND \ � \
' K : ' Tnoz " T1Wz \ - ON TOP OF PLACED FILTER FABRIC.
i;. , ,{, .•vNL,�coN' ,' _. -,'1 -\ :Au¢ x.? BM 1 Pc P31 \ / REPLACE STONE SEC OF \ \ \ t,� 7.7 FOLLOWING CONSTRUCTION, THE FILTER FABRIC
?G H e L.K / ♦ D AMBLE 'DRIVE IVEWAY AFTER Co STRU ON \ �' ED \ -22
bR - SHALL BE REMOVED FROM THE STREAM BED IN
Z 7�1S x 3vox p O /_ X tz RJ: t 705�8429a i ry 3
73 SY REMOVE AND REPLACE U \ � \ A MANNER ARE REMOVED
D FROM
CHANNEL
F�S'� _ jt� 1 _ r.,. / t ` CONCRETE DRIVEWAY ten{ t �- .12 MATERIALS 0 M E CTO EL
aG kx Et { \ Y = THE NORMAL FLOW TO THE STREAM
� ^ 'L - INV I 1112" N 305.68 M7HOUT CONTACTING THE BED PRIOR TO N
Z t / `M \ % \ , -- RESTORING
- ]n \ I z OUT (12--W)=305.48 7.8 ADC TIONAL TREE CLEARING BETWEEN THE TOP
.02
/' V +--- wT - ^�"�Y.' -• i �w \ \ \. / N Y] u.. T Y` ION
At, OF STREAM BANKS SHALL NOT BE PERMITTED.
IN
--------- -- FPR
pASTRUCTURE CONBTAL=ON PI AN APPROVAL
pI qTY Or RALETCI+ P.A.NS AUWORIZED FOR CON ?RUCTION
F
i
_.1 Alco-,.wan.n n.et be . eo,a n L m. stela
n
N9w SIR"TORMERLY \ \
J
R0 1ITA; SEAN C RONITA, AMY L
ADB 15522 PG 2089
cc
a •k. t hv+f ,., BM 1966 PG 169 .
320 HILLANDALE DR \ \
\ \ ` PIN: 1705574981
\ Z
rgkr j\
n!
m Y L N T4 \
V by n *I 3 \ \ s \
OI \1 SMt415 \ I '
A t W. 0"!__
m
n
iNI III:
4
e 1y ABANDON 60 LF OF 218 LF INSTALLED VIA \
tix TRENCHLE55
EXISTING 8" VCP SEWER TECHNOLOGY
E
�n M1 i nna Fed.rsl Rulos n A Rogulnt ons
T V IRM+ WIAFON FIELD SERMOES
r Z
M146lJC UTILInEs
r IM1 . I '" .. r� ..rq c•:: Ik J �T �T(TD.'' ORM AT6P. _-_- - - ..... ........................ ._
J
IN, IN
BUFFER IMPACTS LEGEND > 8
JRHnN FORESTRY
ZONE 1 PERMANENT IMPACT ®
ZONE 2 PERMANENT IMPACT M _ / / y az F uac
ZONE 1 TEMPORARY IMPACT W' OR FORMERLY °y ?` • `
'",y7 AVERETT, JO w �z ti- PROPOSED -2�A
13121 Pc 234e , //^ ' ' A 43+21361 z^5z Sewer Collection / Extension System
ZONE 2 TEMPORARY IMPACT I` M 2001 PG 931 - RIM= 15 1Te dty of R -o convents to 1ne oon -b. one w .0- of Ne
RAMBLEW000 DRIVE y INV IN e-E� 53 r VeiNetroe 'm`."mbara.ed rb. In,�a pro)ec2Menml w,t«ro to m. mtl
PERMANENT STREAM IMPACT ®
IN' 1705585299 \ /i / / ///JJJ ` INV IN (8" N/=306.5 stbndbMs antl sped! !lona of the CR1re Public Ut9ines Ha bb-
/ .,\ `:i
TEMPORARY STREAM IMPACT INV OUT (8" SWC=306.38 `'^Dz cny of Rcfeiab
SITE 3 IMPACT TABLE
n
t1
NEUSE RIVER RIPARIAN BUFFERS
42+00 42+50 43+00 43+50 44+00
Z1
MAINTAINED EASEMENT (SF) P
3.722
Z2
MAINTAINED EASEMENT (SF) P
2.167
Zi
TEMPORARY CONSTRUCTION T
0
NORTH HILLS SEWER OUTFALL
EASEMENT (SF)
Z2
TEMPORARY CONSTRUCTION T
0
EASEMENT (SF)
.'mNan m conetrar-
SURFACE WATERS
11-29 2017
PERMANENT STREAM IMPACTS
P
0
PRELIMINARY
(LF)
7
TEMPORARY STREAM IMPACTS
T
PREPARED FOR
(LF)
(L
n
T
�n M1 i nna Fed.rsl Rulos n A Rogulnt ons
T V IRM+ WIAFON FIELD SERMOES
r Z
M146lJC UTILInEs
r IM1 . I '" .. r� ..rq c•:: Ik J �T �T(TD.'' ORM AT6P. _-_- - - ..... ........................ ._
J
IN, IN
BUFFER IMPACTS LEGEND > 8
JRHnN FORESTRY
ZONE 1 PERMANENT IMPACT ®
ZONE 2 PERMANENT IMPACT M _ / / y az F uac
ZONE 1 TEMPORARY IMPACT W' OR FORMERLY °y ?` • `
'",y7 AVERETT, JO w �z ti- PROPOSED -2�A
13121 Pc 234e , //^ ' ' A 43+21361 z^5z Sewer Collection / Extension System
ZONE 2 TEMPORARY IMPACT I` M 2001 PG 931 - RIM= 15 1Te dty of R -o convents to 1ne oon -b. one w .0- of Ne
RAMBLEW000 DRIVE y INV IN e-E� 53 r VeiNetroe 'm`."mbara.ed rb. In,�a pro)ec2Menml w,t«ro to m. mtl
PERMANENT STREAM IMPACT ®
IN' 1705585299 \ /i / / ///JJJ ` INV IN (8" N/=306.5 stbndbMs antl sped! !lona of the CR1re Public Ut9ines Ha bb-
/ .,\ `:i
TEMPORARY STREAM IMPACT INV OUT (8" SWC=306.38 `'^Dz cny of Rcfeiab
,7w+Dv
-+vv --U �O+uv 3o+ZRu
n
t1
4D+SU 41+00 41+50
42+00 42+50 43+00 43+50 44+00
n
"!
011063088
NORTH HILLS SEWER OUTFALL
SHEET NUMBER
m
�w1n
.'mNan m conetrar-
11-29 2017
o m
FI
IMPROVEMENTS
PRELIMINARY
PLAN AND PROFILE
7
SCALE 1" = 40'
PREPARED FOR
NOT FOR CONSTRUCTION
n
T
REVISIONS DATE B7
® 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
DESIGNED BY ZGP
.� M' N
O
PUBLIC UTILITIES DEPARTMENT
.Dole
�+ T 44+00 ^
+ +
STA �� 5O I O `'F `"F OO
°F
me ane a.el9"e p -i- hiI . I�INmMt or ,.,,K.. M i,ibil a oey
01-7
�a a tiro. a Rae.
PHONE: [phone] FAX: [phone]
A
l iUl
3.
757, PRELIMINARY DRAWINGS
2 II
I
I
N
II
x N
II
CITY OF RALEIGH, NORTH CAROLINA
x R
I
16
I
No Koi O 0
SEAL:
<.
.
290...._
N. w3N
Win.
��. zwN.
mo.
290
NrOj- Z
300 min.
N
=
�i n. ZIFI
I: o.
ZN
mom=
.- "
300
No ZN
315 C, NT.
.-
In
zz•.
a N
315
on .�.
�n.n.... j.
pM+im"
�.
�n
o
Hv
Z
Wrrn"�
oro-NZp
i�/
lnmp^j
On"
wt
.y
'v`mv`mv"
H
EX. 6" PVC
Top.3DB.71
WATER
aMNZZ0
aMNZZ0
>,
aroNZ
���>
II-
o
>
�F�>
II-
��'�»
II-
f
.i.
a
¢tib»
u -O
o$
zzz�
O
ff
O_I,EZ
Z
aNKz
f1
VIKzz
i
aNKZZ
X. 6" PV
GAS
_
a
-
�' I
_
EXIS
NG GRADE AL
G
ay
ZZZ Z
/
265
TOP=277.3
285
295
��
.-.--.
"J
i
.._:_
r
310
PROPOSED
SEWER AUG.M
T
II.
310
X: 6" PV
-WATER
- -
'• I
.�
n^ -
_'-
_....--
L
To 76.1E
B.
z
x
.
/
.
' ;
280 _.........
_ -�
^ t
!
280
290
m
a PT
5 f.
o i
/
/'
290
305
._- - -'
�- .."-.
305
.INV -276.8
STORM
> z
,16%
�y
OF
���
275 __..
....
fc- ♦2
275
2
/ /
01
285
3PO
In n h
300
Nm Z z
-
�.
LJ
7
.O
X. 48" RCP ST
RM
m o .
270
. _.. __ - ` -
- -'
_
270
2 -
250
295
INV _
0
-
a m a z z z
295
'-�
41
LF OF
12
DI 01.537,
-
-
.
15 LF OF
. .
. . .
12" DI 0 3.95
H: 1'=
40'
V:1"
4'
265
265
275
275
290
290
m
N
O
N
N
T
N
O
N
N
N
N N
N
N
N
O
[V
M
Y
h
m
M
m
M
m
O
O M
O
M
N
h
n
M
,7w+Dv
-+vv --U �O+uv 3o+ZRu
37+Vu 3r+OU
)8+uv 38+DU 39+00 39+50 40+00
4D+SU 41+00 41+50
42+00 42+50 43+00 43+50 44+00
011063088
NORTH HILLS SEWER OUTFALL
SHEET NUMBER
Kimley>>>Horn
11-29 2017
IMPROVEMENTS
PRELIMINARY
PLAN AND PROFILE
7
SCALE 1" = 40'
PREPARED FOR
NOT FOR CONSTRUCTION
REVISIONS DATE B7
® 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
DESIGNED BY ZGP
PUBLIC UTILITIES DEPARTMENT
�+ T 44+00 ^
+ +
STA �� 5O I O `'F `"F OO
°F
me ane a.el9"e p -i- hiI . I�INmMt or ,.,,K.. M i,ibil a oey
01-7
�a a tiro. a Rae.
PHONE: [phone] FAX: [phone]
DRAWN BY DGB
757, PRELIMINARY DRAWINGS
o propNF �.noo a. it mimta,n.nt .I�tl !
n. p..it A
.mrn
m,a aaa y vit am geeocl.- Inc. mall be moot ., I. Ki
NC LICENSE 0102 WWW.KIMLEY-HORN.COM
CITY OF RALEIGH, NORTH CAROLINA
16
CHECKED BY ZGP
SEAL:

O PROPOSED SSMH 2
+ 1
PROPOSED SSM
H 26 STA 47} 6
90
STA 46+65 22 _13i4 51
RIM -3i 7 44 INV IN '31
/ INV IN=312 5 '1NV -0
INV CUT 312
1.
„
i
" +as
g _ x
7,
t
V OUT 309 00
EXtDD 1
ro,
T
t -
- PROPOSE � 53 LF 0 ABANDON DON 260 LF OF
D
SITE 4 IMPACT TABLE
'tet
I 13V PC 350 55 EXISTING
8 VCP SEWER
Y
�'-
OPOSED SS 7A
u "_a MH 2
'STA 48+18, 34.34 (LT)
Zl
$ !
�l>
g'
Wfl� 1
Ii INV OUT -318.10
Ml
acg -
1
EASEMENT (SF)
tIX
V OUT 309 00
EXtDD 1
ro,
T
t -
- PROPOSE � 53 LF 0 ABANDON DON 260 LF OF
D
SITE 4 IMPACT TABLE
'tet
I 13V PC 350 55 EXISTING
8 VCP SEWER
NEUSE RIVER RIPARIAN BUFFERS
OPOSED SS 7A
u "_a MH 2
'STA 48+18, 34.34 (LT)
Zl
$ !
I! RIM 330.46
' INV IN=320.60
Z2
MAINTAINED EASEMENT (SF) P
Ii INV OUT -318.10
Zl
g
0
EASEMENT (SF)
B-3 v
' t
TEMPORARY CONSTRUCTION T
\\\\\
0
.wo
EASEMENT (SF)
B-2
`
rn
SURFACE WATERS
��+§
PERMANENT STREAM IMPACTS P
PROPOSED CASING PIPE IS IR'
B -I
(LF)
SEI
CONFLICT WITH EXIS NG SEWER
�n
TEMPORARY STREAM IMPACTS
ABANDON 132 LF 0 l -
n
T
(L(LF)BS
N
EXISTING 8".VCP SR,,l tN) f _1
IMPROVEMENTS
335...
PRELIMINARYKimley)))Hul
x r
PLAN AND PROFILE
LNC -
r
.f
k'rI
- Lr
I
\ I,
r
! ,l
�
r
�r 335
y L
r I
f
D„
\
e'
t
omrnN,_,
I s \ EXISTING VCP
PIOPASE SSM 5 SEWER REM
STA 45+3 96r_a+e'
RIM=326.08t
INV IN=311.31 en _
_UJV"OUT=311.11
PROPOSED SSMH 24
$ STA 45+10.81
RIM=326.43
INV IN=310.79
�\ - INV OUT=/310.591
�n7 l o) \. l 5 J
r: rN
r
✓ -
r PROPOSED SSMH-29
STA 51+08.56
r RIM=355.97
\ INV IN=344.19
INV OUT -343.99
REMOVE AND REPLACE 225
Sy OF EXISTING ASPHALT
SEE DETAIL S-3
EXISTING MANHOLE
TO BE REMOVED
PROPOSED S MH -
5 28
STA 50+81.37
RIM=356.37
INV IN 12" W)=343.72
�\ INV IN (8" E))344.52
INV OUT (12" S)=343.52
STIND {[
NOW OR FORMERLY
IO BLACK SAPPHIRE D
I N- S RALEIGH 2014 LLC
Z DB 16024 PG 112
>J BM 2003 PG 322
MAIN AT
Y
NORTH HILLS ST
I, '• - PIN: 170559595377
7
BDFFER IMPACTS LEGEND
ZONE 1 PERMANENT IMPACT
ZONE 2 PERMANENT IMPACT EM
ZONE 1 TEMPORARY IMPACT
ZONE 2 TEMPORARY IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT 0
SITE 4 IMPACT TABLE
N
.rryOM NO
N
O
�O Nn
NEUSE RIVER RIPARIAN BUFFERS
Mz
Zl
MAINTAINED EASEMENT (SF) P
4,140
Z2
MAINTAINED EASEMENT (SF) P
543
Zl
TEMPORARY CONSTRUCTION T
0
EASEMENT (SF)
Z2
TEMPORARY CONSTRUCTION T
0
0
.wo
EASEMENT (SF)
o„T
l .wo�
SURFACE WATERS
PERMANENT STREAM IMPACTS P
0
onm�'n
(LF)
.fil
_n-
TEMPORARY STREAM IMPACTS
n
T
(L(LF)BS
Nm ,mow
r: rN
r
✓ -
r PROPOSED SSMH-29
STA 51+08.56
r RIM=355.97
\ INV IN=344.19
INV OUT -343.99
REMOVE AND REPLACE 225
Sy OF EXISTING ASPHALT
SEE DETAIL S-3
EXISTING MANHOLE
TO BE REMOVED
PROPOSED S MH -
5 28
STA 50+81.37
RIM=356.37
INV IN 12" W)=343.72
�\ INV IN (8" E))344.52
INV OUT (12" S)=343.52
STIND {[
NOW OR FORMERLY
IO BLACK SAPPHIRE D
I N- S RALEIGH 2014 LLC
Z DB 16024 PG 112
>J BM 2003 PG 322
MAIN AT
Y
NORTH HILLS ST
I, '• - PIN: 170559595377
7
BDFFER IMPACTS LEGEND
ZONE 1 PERMANENT IMPACT
ZONE 2 PERMANENT IMPACT EM
ZONE 1 TEMPORARY IMPACT
ZONE 2 TEMPORARY IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT 0
EXISTING PROPERTY OWNER INFORMATION
NOW OR FORMERLY, HOLLY D. WYBEL
DB 11968 PG 830 BM 2000 PG 941
1 501 LASSITER SUMMIT COURT
PIN: 1705586915
NOW OR FORMERLY, DEMAREST, PATRICA R
DB 5418 PG 748, BM 1938 PG 45
2 400 RAMBLEWOOD DR.
PIN: 1705585713
NOW OR FORMERLY, BARNETTE, HENRY VANCE III
BARNETTE, MEREDITH HART
3
DB 8898 PG 992, BM 1982 PG 1088
4001 CARDIGAN PL
PIN: 1705586740
NOW OR FORMERLY, YORK, SYLVIA HEIRS
DB 2128 PG, BM 1982 PG 1088
4 4005 CARDIGAN PL
PIN: 1705586892
NOW OR FORMERLY, WEATHERS, MARTY W
DB 13407 PG 1593, BM 1982 PG 1088
5 4009 CARDIGAN PL
PIN: 1705587888
NOW OR FORMERLY, BEAVERS, KAYLA & KEVIN
DB 16299 PG 2479, BM 1982 PG 1088
6 4012 CARDIGAN PL
PIN: 1705587887
NOW OR FORMERLY, BRINKLEY, DANIEL W III,
LINDA B BRINKLEY
7 DB 3354 PG 584, BM 1982 PG 1088
4012 CARDIGAN PL
PIN: 1705589831
NOW OR FORMERLY, MYRICK, SHIRLEY M
DS 4328 PG 79, BM 1982 PG 1088
8 4004 CARDIGAN PL
PIN: 1705588732
NOW OR FORMERLY, 726 ST PETER STREET LLC
DB 15310 PG 1322, BM 1966 PG 133
93 4000 CARDIGAN PL
PIN: 1705587664
8.1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS ANO
SPECIFICATIONS
6.2 CONTRACTOR SHALL PROVIDE BYPASS PUMPING OF
STREAM WHEN EXCAVATING FOR PIPE INSTALLATION IN
AREAS AS INDICATED ON PLANS CONTRACTOR SHALL
EXCAVATE AND UNE A SUMP AREA WITH ROCK AS
NEEDED TO PROVIDE FOR REWIRED BYPASS PUMPS.
CARE SHALL BE TAKEN TO PREVENT OVERFLOW AND
BYPASSING OF THE SUMP BACK TO THE CHANNEL
DURING THE BYPASS PUMPING. CONTRACTOR SHALL
CONTINUE TO BYPASS PUMP DOWNSTREAM U TO THE DO 5 EAE SIDE
IN THE DISTURBED THE
PC A UNTIL THE PIPE HAS BEEN
INSTALLED SH AND THE CHANNEL CLEANED.
8.3 WHERE SHOWN, CLASS 2 RIP -RAP ON FABRIC
R P -RAP
SHALL S PLACED LA STREAM BANKS.
RIP -RAP SHALL BE PRESSED IN PLACED WI
( LEVEL TId
PREEXISTING CONTOURS).
84 THERE SHALL BOUNDARIES, NO SILT ANNE OUTSIDE OF
EASEMENT MIT OFDSILT FENCE TREE PROTECTION
FENCING, PRO OF CLEARING UNITS. (LOONES, AND
ELL LAND DISTURB CLEARING BERE
85 ALL EGE DIED A CORDING
WILL BE RESTORED AND
RE VEGETATED ACCORDING TO THE CORPUD HANDBOOK
AND CITY SPECIFICATIONS.
&6 WHERE SHOWN,OWN. STREAM SHALL BEPUMPED AROUND
IMPACT AREA PRIOR TO THE BEGINNING
OF PIPE INSTALLATION. FILTER FABRIC SHALL
PLACED THE STREAM BED ONCE THE BED IS DRY.
SPOIL FROM
IS M OP OF PON ED FILTER
MAY THEN BE
PLACED G TOP ON PLACED FILTER FABRIC.
8.7 FOLLOWING CONSTRUCTIONTHE FILTER FABRIC SHALL
BE REMOVED FROM THE STREAM BED INA MANNER
SUCH NAT ALL MATERIALS AE
REMOVEDFROMTHE CHANNEL WITHOUT
THRED PRIOR TO RESTORING THE NORMAL FLOW TO
ADDI TIDESTREAM SECTION.
8.8
TONALTREE CLEARING BETWEEN THE TOP OF
STREAMB
STREAM BANKS SHALL NOT BE PERMITTED.
GRAPHIC SCALE IN FEET
0 20 40 BO
Ptkk ]INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
Sewer Collection / Extension Stem III O Rn'FJi 1Al 11,K -CN IRUCRON
All .II L aI. Stab.
TM CIty of R-0 can.mt, to the cmn,xtbn and ut-ion of the nd �edwai R 1 a .q t
Clty. pubik e.wr ll t- -shown m Nn pim The m..rfd and IR.N:TORLA N I'l- SC Cf_
Con.bv.bn methods I- fm. prop. Mall conform b tM �. ..---_-_......._
etmdard. and epedikatkna of Lhe Cay. Public Ut1it'iee Hmdb_ PUBLIC U111.InES
I.0161.1 01,1 Deportment Permit / STORMNATER
PLANNING/zoNINC
,Wthorizotlm t. Gmewat
Da e
­A.N F,MFSDTY
N
.N
N
.rryOM NO
N
O
�O Nn
oI+UU 01+OU
Mz
O
NN
NN
KHA PROJECT
ry
fjj0
V10
)
rr
2 M^I
0
.wo
0d
NMF rn�
o„T
l .wo�
r>j
onm�'n
M.l11
.fil
_n-
--_.----
.350
n
1-zeTzol7
Nm ,mow
IMPROVEMENTS
335...
PRELIMINARYKimley)))Hul
PLAN AND PROFILE
8
oenr�
SCALE 1" = 4D'
on
N11
�r 335
350
360.
No. REVISIONS DATE BY
omrnN,_,
360
PUBLIC UTILITIES DEPARTMENT
+ +
STA 44 00 TO 51 23
OF
I mi. aamm."t. roy.tn.r Wien In. --pt, ane dml9- pr.. h.ran, A m ia.wmmt of s«.;c.. i, roma "
PHONE: [phone] FAX: [phone]
DRAWN BY DGB
.Ir_
757. PRELIMINARY DRAWINGS
pr the amp-ific p.m.. and cllmt far whkh k woe p, Id. R -b of and im o er reliance on thl, document without
written Ner¢ .and adp,, n by Klm,ey-„era d .-I.t.., ,nw .MTI p. �Itheut Ii-ity II Klmley-Hwn and
NC LICENSE E-0102 WWW.K MLEY-HORN.COM
CHECKED BY
a
¢?? aw
�? am
ZZ
afn¢
K
av1rc�Z
- 1
- -
- -
PROPOSED
an z p
.0>.>
RECEIVING PIT
.
a 0EK Z
EXISTING U
DERGROUND
- -
-
- -
- -
- -
- -
- -
.345
ELECTRICAL
CONDUIT (2)--
_. 330
.. 330
345
355
355
METING
4" STEEL GAS
EXIS
NG e PVC WATER
TOP=353.10
.
I
T6P=32
.86
TOP321.2.,..
STING UNDERGROUND
LI
-
f
I'
E
CTRICIAL CONDUIT
L I
-
LI
EXSTIG GRADE
INSTEEL
ALONG
IST)Nt�. 1STE
L GAS
PROPOSED
EWER AUGNME
T .
_
11
_ _
�
I I
_. 325
�
`
I I
1 11 325
340
340
350 EX. 30
350
INVp346.�
II
r.
1
�.
\
_ 320 _
/
/ { 1 ` 0
335.
. 335
345.
I I 11
I
� I I
345
Li
Lj
----
27 LF OF
315
330.
/
340.
/ I
340
/yam
OF12" p1 0.1
57"
./
/ h
.®9.
` I
OF
.f
127 LF OF 1
DI ®0.807.
/
/
/
/ ✓_
..310 _
PROPOSED'BO
E'PIT
.310
L15 /
// .325
.//
335
12
DI ®1.18X.
63
OF .
H:1"=40'.z.o
12"
DI ®0.76X .
.
-.. 305...
305
1320
320
-
a
vii
i i
330
n
tV
VI
Y
M
40
M
n
rv!I
Oi
M
O
O
M
O
N
M
305 LF
48" STEEL CAS
NG 0.750" THI
N
M
M
M
M
M
hM'J
,p
EXISTING PROPERTY OWNER INFORMATION
NOW OR FORMERLY, HOLLY D. WYBEL
DB 11968 PG 830 BM 2000 PG 941
1 501 LASSITER SUMMIT COURT
PIN: 1705586915
NOW OR FORMERLY, DEMAREST, PATRICA R
DB 5418 PG 748, BM 1938 PG 45
2 400 RAMBLEWOOD DR.
PIN: 1705585713
NOW OR FORMERLY, BARNETTE, HENRY VANCE III
BARNETTE, MEREDITH HART
3
DB 8898 PG 992, BM 1982 PG 1088
4001 CARDIGAN PL
PIN: 1705586740
NOW OR FORMERLY, YORK, SYLVIA HEIRS
DB 2128 PG, BM 1982 PG 1088
4 4005 CARDIGAN PL
PIN: 1705586892
NOW OR FORMERLY, WEATHERS, MARTY W
DB 13407 PG 1593, BM 1982 PG 1088
5 4009 CARDIGAN PL
PIN: 1705587888
NOW OR FORMERLY, BEAVERS, KAYLA & KEVIN
DB 16299 PG 2479, BM 1982 PG 1088
6 4012 CARDIGAN PL
PIN: 1705587887
NOW OR FORMERLY, BRINKLEY, DANIEL W III,
LINDA B BRINKLEY
7 DB 3354 PG 584, BM 1982 PG 1088
4012 CARDIGAN PL
PIN: 1705589831
NOW OR FORMERLY, MYRICK, SHIRLEY M
DS 4328 PG 79, BM 1982 PG 1088
8 4004 CARDIGAN PL
PIN: 1705588732
NOW OR FORMERLY, 726 ST PETER STREET LLC
DB 15310 PG 1322, BM 1966 PG 133
93 4000 CARDIGAN PL
PIN: 1705587664
8.1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS ANO
SPECIFICATIONS
6.2 CONTRACTOR SHALL PROVIDE BYPASS PUMPING OF
STREAM WHEN EXCAVATING FOR PIPE INSTALLATION IN
AREAS AS INDICATED ON PLANS CONTRACTOR SHALL
EXCAVATE AND UNE A SUMP AREA WITH ROCK AS
NEEDED TO PROVIDE FOR REWIRED BYPASS PUMPS.
CARE SHALL BE TAKEN TO PREVENT OVERFLOW AND
BYPASSING OF THE SUMP BACK TO THE CHANNEL
DURING THE BYPASS PUMPING. CONTRACTOR SHALL
CONTINUE TO BYPASS PUMP DOWNSTREAM U TO THE DO 5 EAE SIDE
IN THE DISTURBED THE
PC A UNTIL THE PIPE HAS BEEN
INSTALLED SH AND THE CHANNEL CLEANED.
8.3 WHERE SHOWN, CLASS 2 RIP -RAP ON FABRIC
R P -RAP
SHALL S PLACED LA STREAM BANKS.
RIP -RAP SHALL BE PRESSED IN PLACED WI
( LEVEL TId
PREEXISTING CONTOURS).
84 THERE SHALL BOUNDARIES, NO SILT ANNE OUTSIDE OF
EASEMENT MIT OFDSILT FENCE TREE PROTECTION
FENCING, PRO OF CLEARING UNITS. (LOONES, AND
ELL LAND DISTURB CLEARING BERE
85 ALL EGE DIED A CORDING
WILL BE RESTORED AND
RE VEGETATED ACCORDING TO THE CORPUD HANDBOOK
AND CITY SPECIFICATIONS.
&6 WHERE SHOWN,OWN. STREAM SHALL BEPUMPED AROUND
IMPACT AREA PRIOR TO THE BEGINNING
OF PIPE INSTALLATION. FILTER FABRIC SHALL
PLACED THE STREAM BED ONCE THE BED IS DRY.
SPOIL FROM
IS M OP OF PON ED FILTER
MAY THEN BE
PLACED G TOP ON PLACED FILTER FABRIC.
8.7 FOLLOWING CONSTRUCTIONTHE FILTER FABRIC SHALL
BE REMOVED FROM THE STREAM BED INA MANNER
SUCH NAT ALL MATERIALS AE
REMOVEDFROMTHE CHANNEL WITHOUT
THRED PRIOR TO RESTORING THE NORMAL FLOW TO
ADDI TIDESTREAM SECTION.
8.8
TONALTREE CLEARING BETWEEN THE TOP OF
STREAMB
STREAM BANKS SHALL NOT BE PERMITTED.
GRAPHIC SCALE IN FEET
0 20 40 BO
Ptkk ]INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
Sewer Collection / Extension Stem III O Rn'FJi 1Al 11,K -CN IRUCRON
All .II L aI. Stab.
TM CIty of R-0 can.mt, to the cmn,xtbn and ut-ion of the nd �edwai R 1 a .q t
Clty. pubik e.wr ll t- -shown m Nn pim The m..rfd and IR.N:TORLA N I'l- SC Cf_
Con.bv.bn methods I- fm. prop. Mall conform b tM �. ..---_-_......._
etmdard. and epedikatkna of Lhe Cay. Public Ut1it'iee Hmdb_ PUBLIC U111.InES
I.0161.1 01,1 Deportment Permit / STORMNATER
PLANNING/zoNINC
,Wthorizotlm t. Gmewat
Da e
­A.N F,MFSDTY
4B+JU JU+VU OU+OV
oI+UU 01+OU
-
KHA PROJECT
NORTH HILLS SEWER OUTFALL
0110630 88
SHEET NUMBER
n
1-zeTzol7
IMPROVEMENTS
PRELIMINARYKimley)))Hul
PLAN AND PROFILE
8
SCALE 1" = 4D'
PREPARED FOR
NOT FOR CONSTRUCTION
No. REVISIONS DATE BY
® 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. INC 27701
DESIGNED BY ZGP
PUBLIC UTILITIES DEPARTMENT
+ +
STA 44 00 TO 51 23
OF
I mi. aamm."t. roy.tn.r Wien In. --pt, ane dml9- pr.. h.ran, A m ia.wmmt of s«.;c.. i, roma "
PHONE: [phone] FAX: [phone]
DRAWN BY DGB
757. PRELIMINARY DRAWINGS
pr the amp-ific p.m.. and cllmt far whkh k woe p, Id. R -b of and im o er reliance on thl, document without
written Ner¢ .and adp,, n by Klm,ey-„era d .-I.t.., ,nw .MTI p. �Itheut Ii-ity II Klmley-Hwn and
NC LICENSE E-0102 WWW.K MLEY-HORN.COM
CHECKED BY
CITY OF RALEIGH, NORTH CAROLINA
16
a ocbtes, Inc.
ZGP
SEAL: