20171635 Ver 1_401 Application_20171220

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AECOM Technical Services of North Caroliina, Inc. 919 461 1100 tel
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1600 Perimeter Park Drive
919 461 1415 fax
Suite 400
Morrisville, NC 27560
www.aecom.com
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4'9 2017
December 13, 2017
_r_%A1&TFRRESOURCE
Ms. Karen Higgins
Wetlands and Buffer Permitting Unit 2 1 7 1 6 3 5
NC Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: City of Raleigh Public Utilities Department
2014 Sewer Line Replacement/Rehabilitation No. 4; Project No.: WS -2014-36
Dear Ms. Higgins
Enclosed are five copies of a Pre -Construction Notification (PCN) Permit Application Package for the
City of Raleigh 2014 Sewer Line Replacement/Rehabilitation No. 4 project. The $240.00 application
fee and a simplified plan set, which highlights the buffer and stream impacts and erosion control
measures, is attached. A complete set of construction plans is available upon request. Additionally,
the USGS and NRCS maps showing site locations are attached to this application.
The project entails replacement of approximately 289 linear feet of sanitary sewer (35' in Zone 1 &
254' in Zone 2), sanitary sewer main point repair (approximately 21 linear feet), replacement of 5
manholes (3 in Zone 1 & 2 in Zone 2), installation of 2 new manholes (1 in Zone 1 & 1 in Zone 2), and
the replacement of three (3) aerial stream crossings. The work will result in a total temporary stream
impact of approximately 120 linear feet.
Please contact me with any questions regarding this permit application.
Sincerely,
AECOM Technical Services of North Carolina, Inc.
Mary T. Brice, P. E. LEED AP
Senior Environmental Engineer
Attachments

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DE BUFFER ERM RC NS
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes X❑ No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
2014 Sewer Line Replace ment/RehabiIitation No. 4
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:
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
City of Raleigh Public Utility Department
3d.
Street address:
222 W. Hargett St.
3e.
City, state, zip:
Raleigh, NC, 27601
3f.
Telephone no.:
919-9964540
3g.
Fax no.:
919-996-1866
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

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..-
o.:4g.
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Mary T. Brice
5b.
Business name
(if applicable):
AECOM Technical Services of North Carolina, Inc.
5c.
Street address:
1600 Perimeter Park Dr., Suite 400
5d.
City, state, zip:
Morrisville, NC, 27560
5e.
Telephone no.:
919-461-1358
5f.
Fax no.:
919-461-1415
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1 b.
Site coordinates (in decimal degrees):
Latitude: Longitude:
1 c.
Property size:
acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
2b.
Water Quality Classification of nearest receiving water:
2c.
River basin:
Neuse River Basin
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
There are 4 project sites located within the public right-of-way, existing sanitary sewer and greenway easements, and private and public property. The
general land use in the vicinity of the project sites is residential.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
See attachment
3e. Describe the overall project in detail, including the type of equipment to be used:
See attachment
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 priorphases) in thepast?
❑ Yes ❑ No ❑X Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑X No ❑ Unknown
5b.
N/A
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes Q No
6b.
N/A
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply).-
pply):❑ Wetlands Q Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
F1
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Stabilization
Watson Branch
PER
Corps
20
36
S2 T
Stabilization
Watson Branch tributary
INT
Corps
8
53
S3 T
Stabilization
Chavis Branch tributary
INT
Corps
12
31
S4
Choose one
S5
Choose one
_
S6
Choose one
3h. Total stream and tributary impacts
120
3i. Comments:
S1 - Watson Branch crossing north of McMakin St at greenway (MLK Jr Blvd)
S2 - Tributary crossing in church parking lot south of Bragg St (MLK Jr Blvd)
S3 - Tributary crossing west of Chavis Way (E. Lenoir St)
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete 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
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61 T
Sewer aerial replacement
Watson Branch
No
2,021.9
1,440.7
B2 T
Sewer aerial replacement
Unnamed tributary of Watson Branch
No
5,157
5,827.6
B3 T
Sewer main replacement
Unnamed tributary of Watson Branch
No
1,671.6
6,080.7
B4 T
Sewer aerial replacement
Unnamed tributary of Chavis Branch
No
1,830.1
662
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
10,680.5
14,010.9
6i. Comments: See attachment
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Stream and buffer disturbances will be the minimum necessary to allow for the replacement and rehabilitation of existing sewer. Streams and buffers
will be restored to original contours and stabilized upon completion of the project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Work areas will be confined to the minimum extent necessary to perform the work. Disturbed areas will be perpendicular to the buffer to the extent
possible. Erosion control devices and measures will be installed prior to construction and work will be scheduled during a dry period when stream flow
is low or zero.
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 ❑X 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: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
This
project is a linear utility project and does not require a diffuse flow plan.
❑ Yes ❑X No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Project does not result in a point discharge or creation of measurable impervious surface.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
Q Other: Not required
3c.
Has the approved Stormwater Management Plan with proof of approval been
El 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
❑X Other: Not required
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑x 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 M 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 Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after-the-fact permit application?
❑Yes Q No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a, Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the prOposed�roject, or available capacity of the subject facility.
The project will generate no wastewater.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ❑ No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ❑ No
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑ No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA Flood Map # 3720171300J (Dated 05/02/2006) and FEMA Flood Map # 3720172300J (Dated 05/02/2006)
Applicant/Agent's Printed Name
/-,D -,
1'2/13 // %
Date
Applicant/ gent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

AGENT AUTHORIZATION FORM
PRE -CONSTRUCTION NOTIFICATION
PROPERTY DESCRIPTION: Temporary and permanent sanitary sewer easement associated
with the project "2014 Sewer Line Replacement/Rehabilitation No.4 Project No.: WS -
2014 -36"
Owner: City of Raleigh Public Utilities Department
The undersigned, owners of the above noted property, do hereby authorize
Mary T. Brice . of URS Corporation — North Carolina
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance
of the permit or certification and any and all standard and special conditions attached.
Owner's Address (if different that property above):
One Exchange Plaza, Raleigh, NC 27601
Telephone: [phone]
I hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
"Ay- ZLt_'4A
Authorized Signature
LDP/VN/.19' H Lq:al ky
Please print �i
-7
Date

Attachment
2014 Sewer Line Replacement/Rehabilitation No. 4; Project No.: WS -2014-36
The purpose of the project is to repair or replace existing deteriorated sewer assets, for the City of
Raleigh Public Utilities Department, in order to sustain proper function and reduce maintenance efforts.
The project area consists of four (4) sites located in the Neuse River; East Jones Street, Rawls Drive,
Martin Luther King Jr Boulevard, and East Lenoir Street.
Project Sites
Zone 1 Impact (sgft)
S1
Name of
Water Quality
53 linear feet of an unnamed tributary of Watson Branch in the church parking lot south
Latitude
Longitude
Nearest Body of
Classification of nearest
1,671.6
Way
B4
Water
receiving water
East Jones Street
Cemetery
C NSW
35.782158
-78.627654
Branch
Rawls Drive
35.774823
-78.587277
Crabtree Creek
C NSW
Martin Luther King Jr Blvd
35.766518
-78.625908
Watson Branch
C NSW
East Lenoir Street
35.771871
-78.630386
Chavis Branch
C NSW
Proposed work within the riparian buffers includes the replacement, rehabilitation, or installation of
new sanitary sewer manholes and mains and consists of the following:
• Replacement of three aerial stream crossings
• Approximately 289 linear feet of sanitary sewer will be replaced (35' in Zone 1& 254' in Zone 2)
• Approximately 21 linear feet of sanitary sewer will be replaced as part of a point repair just
south of SMH137299
• Replacement of 5 manholes (3 in Zone 1 & 2 in Zone 2)
• Installation of 2 new manholes (1 in Zone 1 & 1 in Zone 2)
The total temporary stream disturbance associated with this work will be approximately 120 linear feet
and is broken down into sites below:
Impact #
Zone 1 Impact (sgft)
S1
36 linear feet of Watson Branch north of McMakin St at the greenway
S2
53 linear feet of an unnamed tributary of Watson Branch in the church parking lot south
B2
of Bragg St
S3
31 linear feet of an unnamed tributary of Chavis Branch west of East South St and Chavis
1,671.6
Way
The total temporary buffer impacts associated with the replacement will be approximately 10,681 sq ft
in Zone 1 and 14,011 sq ft in Zone 2. The temporary buffer impacts are broken down by site below:
Impact #
Zone 1 Impact (sgft)
Zone 2 Impact (sqft)
61
2,021.9
1,440.7
B2
5,157
5,827.6
B3
1,671.6
6,080.7
B4
1,830.1
662
Erosion control measures such as silt fence and construction entrances will be used to prevent
sedimentation during construction. Impacted areas will be stabilized and revegetated.

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PA TMENT OF THE INTERIOR RALEIGH WEST QUADRANGLE
MUSGS U S DEPARTMENT
—LOGICAL SURIE1NORTH CA _IMA —E CO
US Top o I I-M—E SERIES
2 -N
+ RALEIGH
V
17
PROJECT EXTENTS
(E. JONES ST)
PROJECT EXTENTS
(E. LENOIR ST)
ZZ
60
PROJECT EXTENTS
(MILK JR BLVD
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35° 47 16'N
Soil Map—Wake County, North Carolina
((2014 Sewer Line Replacement/Rehabilitation No.4, Project No.: WS -2014-36))
714600 715100 715600 716100 716600 717100
._. -
-
PROJECT EXTENTS
(MLK JR BL)vD)
35° 45 26'N _.
713600 714100 714600 715100 715600 716100 716600
3
h
Map Scale: 1:24,000 fi printed on A landscape (11" x 8.5") sheet
Meters
N
0 350 700 1400 2100
- Feet
0 1000 2000 4000 6000
/k Map projection: Web Mercator Comer 000rdinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
717100 717600 718100
35° 47 16'N
I
Ir35° 45 26" N
718600
3
12/13/2017
Page 1 of 4

Soil Map—Wake County, North Carolina
((2014 Sewer Line Replacement/Rehabilitation No.4, Project No.: WS -2014-36))
MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
1:24,000.
Soil Map Unit Polygons
Stony Spot
Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
V
Blowout
Borrow Pit
Source of Map: Natural Resources Conservation Service
Clay Spot
Other
Closed Depression
Gravel Pit
Coordinate System: Web Mercator (EPSG:3857)
Gravelly Spot
Special Line Features
Landfill
Lava Flow
Maps from the Web Soil Survey are based on the Web Mercator
Marsh or swamp
si
Mine or Quarry
Streams and Canals
Miscellaneous Water
Perennial Water
1-1
Rock Outcrop
accurate calculations of distance or area are required.
Saline Spot
Rails
Sandy Spot
Severely Eroded Spot
This product is generated from the USDA-NRCS certified data as
Sinkhole
Interstate Highways
Slide or Slip
o
Sodic Spot
MAP INFORMATION
USDA Natural Resources Web Soil Survey 12/13/2017
�� Conservation Service National Cooperative Soil Survey Page 2 of 4
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Please rely on the bar scale on each map sheet for map
Very Stony Spot
measurements.
Wet Spot
Source of Map: Natural Resources Conservation Service
Other
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
.�
Special Line Features
Maps from the Web Soil Survey are based on the Web Mercator
Water Features
projection, which preserves direction and shape but distorts
Streams and Canals
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
Transportation
accurate calculations of distance or area are required.
4-i--►
Rails
This product is generated from the USDA-NRCS certified data as
Interstate Highways
of the version date(s) listed below.
US Routes
Soil Survey Area: Wake County, North Carolina
Major Roads
Survey Area Data: Version 16, Oct 2, 2017
Local Roads
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Background
Aerial Photography
Date(s) aerial images were photographed: Apr 27, 2014—May
6, 2014
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 12/13/2017
�� Conservation Service National Cooperative Soil Survey Page 2 of 4

Soil Map -Wake County, North Carolina
Map Unit Legend
(2014 Sewer Line Replacement/
Rehabilitation No.4, Project No.:
WS -2014-36)
UgpA Natural Resources Web Soil Survey 12/13/2017
+_ Conservation Service National Cooperative Soil Survey Page 3 of 4
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
AaA
Altavista fine sandy loam, 0 to
9.3
0.3%
4 percent slopes, rarely
flooded
ApB
Appling sandy loam, 2 to 6
8.4
0.3%
percent slopes
CeB
Cecil sandy loam, 2 to 6
15.4
0.5%
percent slopes
Cecil -Urban land complex, 2 to
652.4
22.8%
CfC
10 percent slopes
Chewacla and Wehadkee
161.3
ChA
5.6%
soils, 0 to 2 percent slopes,
frequently flooded
Helena sandy loam, 2 to 6
0.6%
HeB
16.4
percent slopes
PaD
Pacolet sandy loam, 10 to 15
9.6
0.3%
percent slopes
PbD
Pacolet-Urban land complex,
62.8
2.2%
10 to 15 percent slopes
RgB
Rawlings -Rion complex, 2 to 6
37.0
----------- ---
1.3%
percent slopes
RgC
Rawlings -Rion complex, 6 to
94.5
3.3%
10 percent slopes
RgD
Rawlings -Rion complex, 10 to
372.2
13.0%
15 percent slopes
UdE
Udorthents loamy, 0 to 25
13.6
0.5%
percent slopes
Urban land
Water
Ur
732.3
25.6%
0.1%
W
3.8
WaB
Wake-Rolesville complex, 2 to
0.1%
3.0
6 percent slopes, very rocky
Wake-Rolesville complex, 10
48.6
WaD
1.7%
to 15 percent slopes, very
rocky
WaE
Wake-Rolesville complex, 15
38.2
1.3%
to 25 percent slopes, very
rocky
WeB
Wedowee sandy loam, 2 to 6
13.9
0.5%
percent slopes
Wedowee sandy loam, 6 to 10
48.0
WeC
1.7%
percent slopes
WfB
Wedowee -Saw complex, 2 to 6
34.5
1.2%
percent slopes
WgB
Wedowee -Urban land
273.0
9.6%
complex, 2 to 6 percent
slopes
UgpA Natural Resources Web Soil Survey 12/13/2017
+_ Conservation Service National Cooperative Soil Survey Page 3 of 4

Soil Map—Wake County, North Carolina
(2014 Sewer Line Replacement/
Rehabilitation No.4, Project No.:
WS -2014-36)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
WgC Wedowee -Urban land 207.9 7.3%
complex, 6 to 15 percent
slopes
Totals for Area of Interest 2,856.1 100.0% I
USDA Natural Resources Web Soil Survey 12/13/2017
i Conservation Service National Cooperative Soil Survey Page 4 of 4

Kristen.Pierce
xerox
PCN-Exhibits.pdf
12113/17 07:14 PM
Xerox' WorkCentre' 7855

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URS Corporation — North Carolina
1600 Perimeter Park Dr., Suite 400
Morrisville, North Carolina 27560
Telephone [phone], NCBEIS Uc. No. C-2249
1"=40' 1-12/11/2017
2014 SEWER LINE REPLACEMENT/
REHABILITATION NO. 4
PROJECT NO.: WS -2014-36
MLK JR BLVD
EROSION CONTROL MEASURES

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UM 2014 SEWER LINE REPLACEMENT/
REHABILITATION NO. 4
URS Corporation — North Carolina PROJECT NO.: WS -2014-36
1600 Perimeter Park Dr., Suite 400
Morrisville, North Carolina 27560 EAST LENOIR STREET
Telephone [phone], NCBnS Lie. No. C-2243 EROSION CONTROL MEASURES

NOTES: FRONT VIEW
1.
2.
3.
4.
5.
6.
7.
SILT FENCE FILTER FABRIC
INSTALLED TO SECOND WIRE
FROM TOP
u
MIN. 12" DIAMETER WATTLE
USE MINIMUM 12" NOMINAL DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT.
WATTLES SHALL CONSIST OF 100% CURLED WOOD (EXCELSIOR) FIBERS TOTALLY ENCASED IN SYNTHETIC NETTING WITH
OPENINGS OF 1" X 1". MINIMUM DRY DENSITY SHALL BE 2.5 LBS/CU-FT. MINIMUM WEIGHT SHOULD BE 20 LBS/10FT LENGTH.
EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLES ON TOE OF SLOPE.
USE 2 FT. LONG HARDWOOD WOODEN STAKES WITH A 2" X 2" NOMINAL CROSS SECTION. ONE END MUST BE SHARPENED OR
BEVELED TO FACILITATE DRIVING INTO SOIL.
USE 0.125" DIA. STEEL WIRE STAPLES FORMED INTO A U SHAPE OF MINIMUM 12" LONG AND 1" WIDE.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO
THE SOIL.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
SIDE VIEW
;E
TO 60'
SILT FENCE WATTLE BREAK DETAIL
NOT TO SCALE
TOP AND BOTTOM
STRAND SHALL BE
10 GAUGE MIN.
6' MAX. WITH WIRE
►IMMI r A►IM %IrnrlP AI uanrc^
Wll FRONT VIEW LllJ
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
cl:) T
FILL SLOPE
IN
6" MINIMUM COVER
o
C"f � OVER SKIRT
ANCHOR SKIRT AS
DIRECTED BY ENGINEER
SIDE VIEW
MAX.
MIN.)
GRADE
NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT FENCE.
3. SILT FENCE IS ROUTINELY DISPLAYED ON THE PLANS AT THE OUTSIDE EDGE OF
CONSTRUCTION BOUNDARY LINES (IE: RIGHT OF WAY AND PERMANENT/TEMPORARY UTILITY
EASEMENTS) IN ORDER TO PREVENT LINE OVERLAP. WHEN SHOWN THIS WAY, INSTALL SILT
FENCE WITHIN THE CONSTRUCTION LIMITS. SILT FENCE IS NEVER TO BE INSTALLED ON
PROPERTY NOT PERMITTED FOR CONSTRUCTION.
REINFORCED TEMPORARY SILT FENCE
NOT TO SCALE
GUNFID— -w — arse D-PMPV r a
UM
URS Corporation — North Carolina
1600 Perimeter Park Dr., Suite 400
Morrisville, North Carolina 27560
Telephone [phone], NCBEIS Lc. No. C-2243
— NTS 1-12/11/2017
2014 SEWER LINE REPLACEMENT/
REHABILITATION NO. 4
PROJECT NO.: WS -2014-36
EROSION CONTROL DETAILS

MATTING ON SLOPES
NOTES:
1. THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT
MAT (PSRM) INSTALLATION.
2. STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A
MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
MATTING INSTALLATION
NOT TO SCALE
BACKFILL -
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
EXISTING
GROUND
STAPLES ON 1'
CENTERS IN TRENCH
L6" MIN.
STAPLES ON 1'
CENTERS IN TRENCH
0 TOP OF BANK
I STAPLE
3'
X X
1 J' 3'
©STAPLE SPACING
�4
4"
1
STAPLE
©STAPLE CHECK PATTERN

EXISTING
ROADWAY
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2" - 3" STONE TO BE USED
(SURGE STONE OR
RAILROAD BALAST)
PLAN
12' MIN.
MUST EXTEND FULL
WIDTH OF INGRESS
AND EGRESS OPERATION
EXISTING ROADWAY
6" MIN.
35' MIN.
FABRIC UNDER STONE
CROSS SECTION
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
�I
CE DENOTES CONSTRUCTION ENTERANCE LOCATIONS ON THE PLANS
CONSTRUCTION ENTRANCE
NOT TO SCALE
NEW CONSTRUCTION
15' MIN.
12" MIN.