20120471 Ver 2_More Info Received_20140611

Stantec
Transmittal
E, 'ix P1
Stantec Consulting Services Inc:1,
801 Jones Franklin Road Suite 300 66'x!! JUN 10 2014
Raleigh NC 27606 -3394
Tel [phone]
Fax [phone]
`Raleigh Realonal O&A
To Sir /Madam
Company NC Division of Water Quality,
From Melissa Ruiz
❑ For Your Information
EI For Your Approval
❑ For Your Review
❑ As Requested
Reference: NC 55 Roadway Improvements (Kit Creek Culvert) — 401/404 Permit
Application Revisions
The following documents are provided in response to comments received from DWR on
May 20, 2014 with DWR #2012 -0471 v 2 Please let me know if you need any other
documents in order to approve the permit Thank you
Attachment
Copies
401 & Buffer Permitting Unit
Address
512 North Salisbury Street
4
Archdale Building — 9th Floor
10
Raleigh NC, 27604
Phone
919 - 807 -6300
Date
June 9, 2014
File
NC 55 Roadway
Improvements (Kit Creek
Culvert)
Delivery
FedEx
From Melissa Ruiz
❑ For Your Information
EI For Your Approval
❑ For Your Review
❑ As Requested
Reference: NC 55 Roadway Improvements (Kit Creek Culvert) — 401/404 Permit
Application Revisions
The following documents are provided in response to comments received from DWR on
May 20, 2014 with DWR #2012 -0471 v 2 Please let me know if you need any other
documents in order to approve the permit Thank you
Attachment
Copies
Doc Date
Pages
Description
4
6/7/2014
10
Updated PCN
4
9/13/2012
g
Encroachment Contract (between Town of
Cary and NCDOT
Cover Sheet Parkside Town Commons
4
12/13/2013
1
Construction Drawings with Transportation
Mitigation Summary (between KRG /Prisa II
Parkside, LLC and Town of Ca
STANTEC CONSULTING SERVICES INC.
elissa Ruiz
Associate
Tel [phone]
Fax [phone]
melissa ruiz @stantec corn
c David Shaeffer, USACE
One Team Infinite Solutions.

O�o� W ATF9OG
0 111;4� r
20 9 2 0 4 T IV.2--
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 14 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)
Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
le
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
NC 55 Southbound Lane Addition (Kit Creek Culvert)
2b
County
Wake
2c
Nearest municipality / town
Cary
2d
Subdivision name
n /a{�'�
2e
NCDOT only, T I P or state protect no
n/a
elk
3.
Owner Information
A
3a
Name(s) on Recorded Deed
NCDOT Right -of -Way JUN I f-un
3b
Deed Book and Page No
n/a
3c
Responsible Party (for LLC if
applicable)
n/a NC DENR Raleigh Regional Offift
3d
Street address
n/a
3e
City, state, zip
n/a
3f
Telephone no
n/a
3g
Fax no
n/a
3h
Email address
n/a
Page 1 of 10
PCN Form — Version 1 4 January 2009

`Q t
4. Applicant Information (if different from owner)
4a Applicant is ❑ Agent ❑X Other, specify Applicant (required to perform work)
4b Name David George, PE, Kite Realty Group
4c Business name KRG /PRISA II Parkside, LLC c/o Kite Realty Group
(if applicable)
4d
Street address
30 South Meridian Street, Suite 1100
4e
City, state, zip
Indianapolis, IN 46204
4f
Telephone no
314- 713 -5600
4g
Fax no
314 - 577 -7879
4h
Email address
dgeorge @kiterealty corn
5.
Agent/Consultant Information (if applicable)
5a
Name
Melissa Ruiz, PWS
5b
Business name
(if applicable)
Stantec Consulting Services, Inc
5c
Street address
801 Jones Franklin Road, Suite 300
5d
City, state, zip
Raleigh, NC 27606
5e
Telephone no
919 - 865 -7529
5f
Fax no
919- 851 -7024
5g
Email address
melissa ruiz @stantec com
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A! F
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property Identification no (tax PIN or parcel ID)
NCDOT Right of way (n /a) & Town of Cary (0736055402)
1 b
Site coordinates (In decimal degrees)
Latitude 35 853381 Longitude -78 894662
1 c
Property size
acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Kit Creek
2b
Water Quality Classification of nearest receiving water
WS -IV NSW
2c
River basin
j Cape Fear
3.
Project Description
3a
Describe the existing conditions on the site and the general land use In the vicinity of the project at the time of this
application
The majority of the project will take place within the existing NCDCT right of way for NC55 The right of way consists of existing roadway and grassed
shoulders Temporary impacts will occur within a temporary construction easement on a Town of Cary parcel that consists of forest The surrounding
area contains forest as well as residential and commercial properties
3b
List the total estimated acreage of all existing wetlands on the property 0 07 acres (project area)
3c
List the total estimated linear feet of all existing streams (Intermittent and perennial) on the property 123 ft (project area)
3d
Explain the purpose of the proposed project
The purpose of the protect is to accommodate existing traffic congestion on NC55
3e
Describe the overall project In detail, Including the type of equipment to be used
The
proposed improvement will include a culvert extension of an existing 10'x11' box culvert at Kit Creek, road widening with asphalt in the vicinity of
the
culvert, and guardrail replacement Equipment to be used includes excavators, backhoes, and asphalt pavers All appropriate sediment and erosion
control
measures will be implemented and monitored throughout construction
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
❑X Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
Comments study area overlaps with JD
project (Including all prior phases) In the past?
approved for SAW- 2012 -01576
4b
If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑Q Final
of determination was made?
4c
If yes, who delineated the jurisdictional areas?
Agency /Consultant Company Stance Consulting Services
Name (If known) Amber Coleman and Melissa Ruiz
Other
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
USACE 200704171 July 15, 2009 (approved JD attached)
5.
Project History
5a
Have permits or certifications been requested or obtained for
❑X Yes ❑ No ❑ Unknown
this project (Including all prior phases) In the past?
5b
If yes, explain In detail according to "help file" Instructions
An application was submitted to USACE on May 10, 2012 and subsequent permit issued on June 23, 2012 to the Town of Cary for the culvert
expansion as well as the addition of a southern lane on NC55 from Kit Creek Road to NC 540 NC55 (SAW- 2012 - 01819) An application was submitted
to NCDWQ on May 10, 2012 and subsequent permit issued on May 22, 2012 ( NCDWQ Project No 20120471, WQC 3886) No work was done on the
site
Since that time, the Town has asked Kite Realty Group to complete the culvert expansion
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes ❑X No
6b
If yes, explain
n/a
Page 3 of 10
PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
I. impacts Summary
la Which sections were completed below for your project (che(
❑X Wetlands ❑ Streams — tributaries ❑X B
z. wetland Impacts
If there are wetland impacts proposed on the site, then complete
2a 2b 2c
Wetland impact Tmpact Type of we
number
Permanent (P) or
Temporary (T)
W1 T
W2 P
W3 T
W4 P
W5 T
W6
Fill and Hand Clearing
Fill
Fill and Hand Clearing
Fill
Fill and Hand Clearing
Bottomland Hardw
Bottomland Hardw
Bottomland Hardw(
Bottomland Hardw(
E_ Bottomland Hardw(
2h Comments
Wetland Impacts are due to widening of NC 55 at Kit Creek and the temporary construction access
3. Stream Impacts
If there are perennial or Intermittent stream impacts (Including temporary Impacts)
question for all stream sites impacted
k all that apply)
.iffers ❑ Open Waters ❑ Pond Construction
this question for each wetland area impacted
land
iod Forest
2d
Forested
Yes /No
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f
Area of
Impact
(acres)
1
god Forest
Yes /No
3d
Perennial (PER) or
2
,od Forest
Yes /No
number
2
od Forest
Yes /No
41mpacts:
1
od Forest
Yes /No
Permanent (P) or
2
Yes /No
jurisdiction
stream
2g Tota
Temporary (T)
3. Stream Impacts
If there are perennial or Intermittent stream impacts (Including temporary Impacts)
question for all stream sites impacted
proposed
on the site,
then complete
this
3a
Stream impact
3b
Type of impact
3c
Stream name
3d
Perennial (PER) or
3e
of
3f
3 Average
3
number
Impact
Permanent (P) or
intermittent INT
( )
jurisdiction
stream
length
Temporary (T)
width
(linear
S1 P
Culvert
Kit Creek
(feet)
feet)
PER
Corps
43
15
S2 T
Culvert Outlet
Kit Creek
PER
Corps
39
167
31 Comments
Stream impacts are due to widening of NC 55 at Kit Creek
3h Total stream and tributary impacts 82
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 individually 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 -
n/a
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, then 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 n/a
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no n/a
51 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?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑X Other Jordan Lake
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
B1 P
Yes /No
B2 T
Yes /No
B3 P
Yes /No
B4 T
Yes /No
B5
Yes /No
B6
Yes /No
6h Total Buffer Impacts:
61 Comments All buffer impacts are due to stream crossings Buffer authorization will be through the Town of Cary
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The project uses 2 1 slopes in order to avoid parallel impacts to buffers and wetlands A forest revegetation plan has been developed to restore the
impacted buffers outside of the DOT right -of -way A hydraulic analysis was conducted in order to appropriately design the culvert size thereby
minimizing impacts to streambanks All practical measures have been taken to avoid and minimize impacts to the stream
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Typical sediment and erosion control measures will be used on site Silt fences and temporary sediment basins will be utilized to prevent sediment
from entering streams and wetlands
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?
E] Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank n/a
3b Credits Purchased (attach receipt and letter)
Type Choose one
Type Choose one
Type Choose one
Quantity
Quantity
Quantity
na
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
0 linear feet
4c If using stream mitigation, stream temperature
Choose one
4d Buffer mitigation requested (DWQ only)
0 square feet
4e Riparian wetland mitigation requested
0 acres
4f Non - riparian wetland mitigation requested
0 acres
4g Coastal (tidal) wetland mitigation requested
0 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
n/a
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
El 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)
n/a
6h Comments
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la
Does the project include or is it adjacent to protected riparian buffers identified
❑j( Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
Diffuse flow is being achieved by discharging runoff from the new road surface into existing conveyances
prior to reaching the stream buffers No new stormwater discharge points are associated with this project
❑ Yes ❑X No
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
The project is a linear public
transportation ro ect%
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
Stormwater from the short section of new road surface will discharge into existing conveyances prior to reaching the stream buffers There will be no
new stormwater discharge points or areas of concentrated flow
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?
Town of Cary
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Town of Cary
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑x
apply (check all that apply)
USMP
0
Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑X No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
4a
Which of the following state - implemented stormwater management programs apply
❑HQW
❑ORW
(check all that apply)
❑Session Law 2006 -246
11 Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X 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
0 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
❑X 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 ) Roadway improvements are not being funded by public money but will be turned over
Comments to NCDOT for public use (This protect is not ultimately a private use on public land)
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
❑X No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑Yes
❑X 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
El Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b
The
project is based on traffic studies conducted by the Town of Cary which showed road widening was necessary to increase safety and relieve
existing congestion This area is in a high growth region and will likely grow regardless of the extension of the road culvert
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
No wastewater will be generated as a result of the roadway improvement project
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
❑ Yes ❑X No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
El Yes ❑X No
impacts?
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?
The NC Natural Heritage Program Virtual Workroom was reviewed on July 2, 2013 No federally protected species or designated critical habitat occur
within 2 miles of the project area
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
1998 Final Habitat Plan for the South Atlantic Region Essential Fish Habitat Requirements for Fishery
South Atlantic Fishery Management Council Habitat and Ecosystem Atlas (http //ocean flondamanne org /safmc_ atlas /)
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 ❑X 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?
NC State Historic Preservation Office GIS Web Service http Hgis ncdcr gov /hpoweb/ accessed 2/20/2014
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain'?
❑X Yes ❑ No
A CLOMR was completed by the Town of Cary for this project The current project meets the requirements of the approved
CLOMR (See attached No Rise approval letter)
NC Floodplain Mapping Program
Melissa Ruiz
6/ /-1? 19 7
i
Applicant/Agen Signature
Applicant/Agent's Printed Name
(A ent's signature is vale only if an auth ri anon
letter from the a plicant is provide
Page 10 of 10

RECEIV77D
S , .Zi2
SEP 17 2012
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE EUGENE A. CONTI, JR.
GOVERNOR SECRETARY
September 13, 2012
County: Wake
Subject: Encroachment Contract
Curb & Gutter, Pavement Widening, Storm Drainage & Box - Culvert Extension
NC 55
E51 -40 -12 -0078
Town of Cary
316 North Academy Street
Cary, NC 27513
Dear Sir or Madam,
Attached for your files is a copy of Right of Way Encroachment Agreement, which has been properly
executed This contract covers the following:
Curb & Gutter, Pavement Widening, Storm Drainage & Box- Culvert Extension
This encroachment is approved subject to the Standard and Special Provisions which are attached to and
made a part of the Encroachment Contract
J WB/TRE/msw
cc: Mr. T. R. Elmore (w/ orig)
Attachment
E
Sincerel
T. Elmore
for J.W. Bowman, PE, Division Engineer
E51 -40 -12 -0078 2612 N. Duke Street, Durham, North Carolina 27704
Project No ST1176 22000 [5] -1 NC 55 Southbound Lane Addition

Encroachment Special Frovisions
NCDOT WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND TRAINING PROGRAM
A Effective July 1, 2010, all flagging operations within NCDOT Right of Way require qualified
and trained Work Zone Flaggers
B Effective July 1, 2011, qualified and framed Work Zone Traffic Control Supervisors will be
required on Significant Projects.
C Training for this certification is provided by NCDOT approved training sources and by private
entities that have been pre - approved to tram themselves. If you have questions, contact our web site
at http: / /www.ncdot.org/ doh / preconstruct / wztc/ WZTCTrainingProgram /default.htmi, or contact
Stuart Bourne, P.E. with NCDOT Work Zone Traffic Control Unit at (919) 6624338 or
sboume @ncdot.gov.
2. When the protect has been completed for a period of one year, upon written request by the
Encroacher to the District Engineer, a final inspection and review will be conducted by NCDOT,
and if all work is found to be satisfactory, NCDOT will issue an acceptance letter to the encroacher.
3 This encroachment agreement only covers work within NCDOT Right -of -Way, as shown on the
attached plans received in the District Office on August 14, 2012.
4. Any personnel or equipment working within five feet of a travel lane shall require a full lane closure.
No lane of traffic shall be closed or restricted between the hours of 6.00 AM to 9.00 AM and 4 :00
PM to 7:00 PM Monday through Friday. Traffic shall be maintained at all times Any violation of
these hours will result in termination of the encroachment agreement and liquidated damages in the
amount of $2,000 00 per hour or any portion there of will be assessed by the District Engineers
Office.
5 Pavement structure shall be as shown on the attached plans received in District Office on August 14,
2012.
6. Provide a milled lap joint a minimum of 1.5 feet wide by 1.5 inches deep to tie into the existing
pavement.
7. A'' /. inch per foot pavement slope based on the existing centerline in tangent sections is required In
addition, a smooth transition must be maintained along areas of super- elevation The proposed
widening may necessitate wedging or resurfacing one half of the roadway to accomplish this
requirement Widened areas less than 6 feet wide shall utilize a full depth asphalt pavement design.
8. The edges of the existing asphalt shall be saw cut to provide a straight and uniform edge before
paving to it.
Any existing paved shoulder that does not meet the required pavement design shall be removed
before any widening begins. All edges shall be saw cut to provide a good longitudinal Joint
The width of the existing paved shoulder shall be included in addition to the required widening
9. Any abandoned storm drainage pipe, driveway pipe, sewer line, force main, monitoring wells and
associated structures shall be grouted full
If choosing to remove, contact District Office at (919) 733 -3213 prior to starting removal
10 Crosslines affected by the proposed widening shall be properly collared and extended with the same
material type and diameter as per NCDOT Standards and Specifications.
E51 -40 -12 -0078 Page 2 of 7
Project No ST1176 22000 [5] -2 NC 55 Southbound Lane Addition

1I Pipes shall be installed as necessary to maintair existing drainage patterns Pipes shall be sized
properly to accommodate the drainage area at its point of discharge. Pipes shall be reinforced
concrete pipe with a minimum inside diameter of 15 inches. Storm drain crosslines traversing the
roadway shall be reinforced concrete pipe with a minimum inside diameter of 18 inches
12 All (cast -in -place and/or pre -cast) splice boxes, handholes, manholes, drainage structures and other
appurtenances within NCDOT Right of Way shall be of a NCDOT approved design for traffic
bearing, HS -20 loading, and shall be flush mounted. Manholes, handholes and vaults shall not be
placed in the ditch -line, side slopes of the ditch or in the pavement.
All frames, grates, rings, covers, etc. are to be manufactured in accordance with the requirements of
Section 106 -1 B - "Domestic Steel ". Foreign castings are not approved for use within NCDOT Right
of Way.
13 The addition/replacement of curb and gutter next to an existing asphalt roadway shall be constructed
as follows:
1) The edges of the existing asphalt shall be saw -cut to provide a straight and uniform edge for
concrete to be placed along.
2) Mill a minimum 1.5 -inch by 1.5 -foot section at the edge of pavement along the proposed curb and
gutter.
3) The contractor shall use an appropriate method to provide a straight, uniform front edge of
concrete where tying to the ultimate top of pavement This office recommends using a 2x4 laid flat
along the milled surface at the edge of pavement Concrete curb and gutter shall be constructed per
NCDOT Standards and Specifications.
4) Once the concrete is poured and set, a minimum 1 5 -inch lift of surface asphalt, type S9.513, shall
be placed in the milled section It is the sole responsibility of the contractor to ensure that the
proposed curb and gutter is placed at the correct height to provide proper drainage in addition to a
smooth tie -in once asphalt is placed. Additional milling may be required to repair any damages done
to the existing asphalt during construction.
For any questions feel free to contact Scott Wheeler, Assistant District Engineer, at (919) 733 -3213
14. The Encroacher shall contact John Stanton or Monty Brown at the District Engineer's office at (919)
733 -3213 for inspection of forms or grade line prior to placing concrete for curb and gutter. The
Encroacher shall provide 24 hours notification for inspections All hoods, frames and grates intended
for use in NCDOT Right of Way shall be onsite for inspection at this time or the curb and gutter
inspection will not be conducted
15. All curb and gutter constructed to the right of way shall be 30 inch standard. Any curb and gutter
removed shall be removed in full sections at existing joints. A compacted base shall be prepared
prior to placement of curb and gutter; consisting of a minimum 6 inches of Aggregate Base Course
or a minimum 4 inches of Asphalt Concrete Base Course, type B25 OB Placement and compaction
shall adhere to NCDOT Standards and Specifications.
16. Curb cuts and ramps for disabled persons shall be constructed in accordance with the current
NCDOT "Standard for Wheelchair Ramp Curb Cuts" and the Americans With Disabilities Act
(ADA) Accessibility Guidelines for Buildings and Facilities. NCDOT shall not maintain the
proposed sidewalks
E51 -40 -12 -0078
Project No ST1176
22000 [5] -3 NC 55 Southbound Lane Addition
Page 3 of 7

Encroachment Standard Provisions
1. An executed copy of this encroachment agreement will be present at the construction site at all times
during construction. NCDOT reserves the right to stop all work unless evidence of approval can be
shown
2. NCDOT reserves the right to revise, restrict, suspend and/or void this encroachment agreement if the
execution and/or operation of said permit is found to be a hazard to the traveling public
3 This encroachment agreement only covers work within NCDOT Right -of -Way. The encroacher is
responsible for verifying all right of way. NCDOT does not guarantee the right of way on this road
If the right of way was not obtained by the fee simple method, it is the responsibility of the
encroacher to obtain permission from the underlying property owner /owners.
Encroacher shall be responsible for obtaining all necessary permanent and/or temporary
construction, drainage, utility and/or sight distance easements All Right of Way and easements
necessary for construction and maintenance shall be dedicated to NCDOT with proof of dedication
furnished to the District Engineer prior to beginning work
4. The encroacher is responsible for any claim for damages brought by any property owner by reason
of the installation.
5. Notify the District Engineer's Office at (919) 733 -3213 or at 4009 District Drive, Raleigh, NC
27607, prior to beginning and after completion of work.
6. The Encroacher shall notify the public, including all adjacent property owners and businesses, a
minimum of 2 weeks prior to beginning work.
7 Any and all changes noted in red on the plans shall be incorporated into and made part of the
approved permit.
8. The encroaching party shall comply with all applicable local, state and federal environmental
regulations, and shall obtain all necessary state and federal environmental permits, including but not
limited to, those related to sediment control, stormwater, wetland, streams, endangered species, and
historical sites.
9. All materials and construction shall be in accordance with NCDOT standards and specifications,
including but not limited to, the NCDOT Standard Specifications for Roads and Structures 2012, the
NCDOT Roadway Standards Drawings, and NCDOT Policies and Procedures for Accommodating
Utilities on Highway Rights of Way.
10 The encroacher shall provide traffic control devices, lane closures, road closures, positive protection
and/or any other warning or positive protection devices necessary for the safety of road users during
construction and any subsequent maintenance This shall be performed in conformance wiith the
latest NCDOT Roadway Standard Drawings and Standard Specifications for Roads and Structures
and Amendments or Supplements thereto When there is no guidance provided in the Roadway
Standard Drawings or Specifications, comply with the Manual on Uniform Traffic Control Devices
for Streets and Highways and Amendments or Supplements thereto. No work shall be performed in
the Right of Way unless this requirement is satisfied. NCDOT reserves the right to require a written
traffic control plan for encroachment operations.
Sidewalk closures shall be installed as necessary. Pedestrian traffic shall be detoured around these
closures and shall be signed appropriately and in accordance with The American with Disabilihties
Act Accessibility Guidelines.
11. No parking or material storage shall be allowed along the shoulders of any NCDOT roadways.
E51 -40 -12 -0078 Page 4 of 7
Project No ST1176 22000 [5] -4 NC 55 Southbound Lane Addition

12 Two -way traffic shall be maintained at all times
13 No lane closures shall be permitted between the hours of 6.00 AM to 9 00 AM and 4:00 PM to 7.00
PM, Monday through Friday unless otherwise specified in the Special Provisions of this
encroachment agreement.
14. At the end of each working day, equipment shall be parked outside of the clear recovery zone in
order to avoid any obstruction to the travelling public This clear recovery zone is measure from the
edge of the nearest travel lane.
15. Work shall not be performed on both sides of the road simultaneously within the same area.
16. Ingress and egress shall be maintained to all businesses and dwellings at all times.
17 The paving of this roadway shall be in accordance with the revised NCDOT 2012 Standard
Specifications, Sections 610, 1012 and 1020. The Contractor shall follow all procedures of the
attached Quality Management System (QMS) for asphalt pavement - Maintenance Version. The
Contractor must adhere to all testing requirements and quality control requirements specified The
Contractor shall contact the NCDOT Division 5 QA Supervisor at (919) 562 -0018 prior to
producing plant mix and make the Supervisor aware that the mix is being produced for a future
NCDOT road. Only NCDOT approved mix designs will be acceptable A quality control plan shall
be submitted to the District Engineer's Office prior to asphalt production Use form QMS -MV I for
the Quality Control Plan submittal Failing mixes and/or densities are subject to penalties including
monetary payments or removal and replacement.
18. Roadway certification reports sealed by a Professional Engmeer shall be submitted to the North
Carolina Department of Transportation at 4009 District Drive, Raleigh, North Carolina, indicating
the following:
* Pavement thickness by type
* Pavement density, core and/or test locations
* Base thickness
* Base density
* Subgrade density
Test frequency and method shall be in conformance with the NCDOT "Materials and Tests"
Manual. Test must be performed by a Certified Technician including name and Certification number
on report.
19. Any existing driveways, pavement, sidewalk, curb and gutter or drainage structures that are damaged
during construction shall be repaired to their original condition
20 When surface area in excess of one acre will be disturbed, the Encroacher shall submit a Sediment
and Erosion Control Plan which has been approved by the appropriate regulatory agency or authority
prior to beginning any work on the Right of Way Failure to provide this information shall be
grounds for suspension of operations
21. All erosion control devices and measures shall be constructed, installed, maintained, and removed by
the Encroacher in accordance with all applicable Federal, State, and Local laws, regulations,
ordinances, and policies. All earth areas shall be regraded and seeded in accordance with NCDOT
Standards Specifications for Roads and Structures 1995 Seeding rates per acre shall be the
following:
* Year Round Mixture: 50# Pensacola Bahia Grass; 50# KY 31 Tall Fescue; 5# Centipede; 500# 10-
20-20 Fertilizer; 4000# Limestone;
* 2:1 Slopes Standard Mix: Use Year Round Mixture (Delete Centipede), Add 25# Sericea
Lespedeza,
* If Using Crown Vetch on 2:1 Slope (September -May). Use Year Round Mixture, Add Crown
Vetch 15 lbs/Ac ; (Delete Centipede and Bahia)
E51 -40 -12 -0078
Project No ST1176
Page 5 of 7
22000 [5] -5 NC 55 Southbound Lane Addition

22 The applicant is responsible for identifying project impacts to waters of the United States (wetlands,
intermittent streams, perennial streams and ponds) located within the NCDOT right -of -way. The
discharge of dredged or fill material into waters of the United States requires authorization from the
United States Army Corps of Engineers ( USACE) and certification from the North Carolina Division
of Water Quality (NCDWQ). The applicant is required to obtain pertinent permits or certification
from these regulatory agencies if construction of the project impacts waters of the United States
within the NCDOT right -of -way. Additional information can be obtained by contacting the USACE
or NCDWQ.
23 The applicant is responsible for avoiding impacts to federally protected species during project
construction. Bald eagle, Michaux's sumac, smooth coneflower, dwarf wedgemussel, harperella, red -
cockaded woodpecker and tar spinymussel are federally protected species that have been identified
within NCDOT right -of -way in Durham, Person, Granville, Wake, Franklin, Vance, and Warren
counties. Additional information can be obtained by contacting the North Carolina Natural Heritage
Program or the United States Fish and Wildlife Services
24. The applicant is responsible for complying with the Neuse and Tar - Pamlico Riparian Buffer Rule as
regulated by the NCDWQ. The Rule regulates activity within a 50 -foot buffer along perennial
streams, intermittent streams and ponds. Additional information can be obtained by contacting the
NCDWQ
25 Existing drainage patterns shall be maintained at all times throughout the proposed construction The
encroacher shall keep the roadway clean of dirt and debris at all times throughout the duration of the
project.
26. All proposed landscaping and plantings located within the NCDOT right of way shall be approved
by the Division Roadside Environmental Engineer Contact Alyson Tamer, PE at (919) 233 -9331
extension 236
In the event these plants require relocation or removal for highway construction, reconstruction, or
maintenance of safety, such removal or relocation will be done immediately by the permittee upon
notification by the NCDOT entirely at the expense of the permittee.
27. The Division Traffic Engineer, shall be notified at (919) 220 -4600 prior to any excavation within
500 feet of a signalized intersection or if there are existing NCDOT signs in or near the proposed
work zone. All traffic signal or detection cables must be located prior to excavation. All signal
work and traffic signs shall be coordinated with the Division Traffic Engineer. Costs to relocate,
replace, or repair NCDOT signs, signals, or associated equipment shall be the responsibility of the
Encroacher.
28 All temporary and final pavement markings, reflective pavement markings and signage are the
responsibility of the Encroacher. All final pavement markings shall be thermoplastic Any pavement
markings that are damaged or obliterated shall be restored at no expense to NCDOT
29. All Traffic signs moved shall be reinstalled as soon as possible to meet NCDOT specifications.
30 Strict compliance with the Policies and Procedures for Accommodating Utilities on Highway Right
of Way manual shall be required
31. It shall be the responsibility of the Encroacher to determine the location of other utilities within the
encroachment area. The Encroacher shall be responsible for notifying other utility owners and
providing protection and safeguards to prevent damage or interruption to existing facilities and to
maintain accessibility to existing utilities
32 All earth areas disturbed shall be regraded and reseeded in accordance with Division of Highways
Standards and Specifications.
E51 -40-12 -0078
Project No ST1176
Page 6 of 7
22000 [5] -6 NC 55 Southbound Lane Addition

33 The Encroacher shall remove all trees, stumps and vegetative material from the right of way and
dispose of in a licensed landfill or disposal site.
34 Excavated material shall not be placed on the roadway at any time
35. Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight The
Contractor shall comply with all OSHA requirements and provide a competent person on site to
supervise excavation at all times.
36. All excavations inside the theoretical 1.1 slope from the existing edge of pavement to the bottom of
the nearest excavation wall should be made in accordance with the following conditions Traffic
should be moved to a travel lane outside the limits of a theoretical one -to -one slope from the bottom
of the nearest trench wall to the pavement surface. Active excavation shoring, such as sheet piling,
shall be installed. The design of the shoring shall include the effects of traffic loads. The shoring
system shall be designed and sealed by an engineer registered in North Carolina. Trench boxes shall
not be accepted as shoring. The trench backfill material should meet the Statewide Borrow Criteria.
37 Excavated areas adjacent to pavement having more than a 2 inch drop shall be made safe with a 6.1
or flatter slope and shall be designated by appropriate delineation during periods of construction
mactivity, including, but not limited to, night and weekend hours
38. Backfill material is to be placed at a maximum of 6 inch loose layers and each layer thoroughly
compacted. All embankment backfill shall be compacted to 95% density and all subgrade to 100%
density in accordance with AASHTO T -99 as modified by NCDOT. They shall be signed by a
Professional Engineer and sent to the District Engineers Office at 4009 District Drive, Raleigh, NC
27607.
39. No commercial advertising shall be allowed within NCDOT Right of Way
40 Guardrail shall be installed where warranted and in accordance with the guidelines shown in the
2012 Highway Design Branch Roadway Standard Drawings.
Guardrail removed or damaged during construction shall be replaced or repaired to their original
condition.
41. Poles shall be located/relocated at or as near as possible to the right -of -way line, shall be set outside
the Clear Recovery Area as outlined by AASHTO and outside sight distance triangles
Poles located within guardrail sections shall be installed a minimum of 5 feet behind any guardrail
When applicable, poles shall be placed behind sidewalk
Any associated guy wires to ground anchors and stub poles shall not be placed between a pole and
the travel way and should be located outside the clear recovery area.
Minimum vertical clearance shall be 18' for aerial crossings over NCDOT roadways and 15' -6" for
installations parallel to the roadway.
42 Fire Hydrants shall be of the break -away type. Hydrants shall be placed a maximum of one foot
inside the right of way in ditch sections or a minimum of 6 feet behind the curb in curb and gutter
sections.
43 Retaining walls or other vertical structures shall not be permitted inside NCDOT right of way
E51 -40 -12 -0078
Project No ST1176
Page 7 of 7
22000 [5] -7 NC 55 Southbound Lane Addition

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RAN (1615) incorporating all revisions to date
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and
year first above written
i,6
i
ATTEST OR WITNESS '• _ __ � a _
Enc Simpson, PE, Engineer, Town of Cary
Page 2
DEPARTM�FjTRAN S PORTATI ON
BY (4j�_
an ger of Right of Way
'i
Tim Bailey, PE, erector of Engineenng, Town of
Cary
Second Party
INSTRUCTIONS
When the applicant is a corporation or a municipality, this agreement must have the corporate seal and
be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate
seal and attestation by the secretary or by the empowered City official is on file in the Raleigh office of
the Manager of Right of Way In the space provided in this agreement for execution, the name of the
corporation or municipality shall be typed above the name, and title of all persons signing the agreement
should be typed directly below their signature
When the applicant is not a corporation, then his signature must be witnessed by one person The
address should be included in this agreement and the names of all persons signing the agreement
should be typed directly below their signature
This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the
following applicable information
1 All roadways and ramps
2 Right of way lines and where applicable, the control of access lines
3 Location of the proposed encroachment
4 Length and type of encroachment
5 Location by highway survey station number If station number cannot be obtained, location
should be shown by distance from some identifiable point, such as a bridge, road,
intersection, etc (To assist in preparation of the encroachment plan, the Department's
roadway plans may be seen at the various Highway Division Offices, or at the Raleigh
office )
6 Drainage structures or bndges if affected by encroachment
7 Typical section indicating the pavement design and width, and the slopes, widths and
details for either a curb and'gutter or a shoulder and ditch section, whichever is applicable
8 Horizontal alignment indicating general curve data, where applicable
9 Vertical alignment indicated by percent grade, P I station and vertical curve length, where
applicable
10 Amount of material to be removed and /or placed on NCDOT right of way, if applicable
11 Cross - sections of all grading operations, indicating slope ratio and reference by station
where applicable
12 All pertinent drainage structures proposed Include all hydraulic data, pipe sizes, structure
details and other related information
13 Erosion and sediment control
14 Any special provisions or specifications as to the performance of the work or the method of
construction that may be required by the Department must be shown on a separate sheet
attached to encroachment agreement provided that such information cannot be shown on
plans or drawings
15 The Department's Division Engineer should be given notice by the applicant prior to actual
starting of installation included in this agreement
16 Method of handling traffic during construction where applicable
17 Scale of plans, north arrow, etc

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- -. . • .. .. .
4 .0
-418% - _
Reetelps ptrretrrorlt sttmw o; 5B tthar•Id MWti-tight movansnt
0
" 390
: .
. ... .. - : •. ., '
1&2
.
moft We" tnd to signal to,40o rinrtedots twlieed irderes 15- *amity.. - -
20 .
-
-
259 `
a
NC lUgt las a 8% itooeea #1 dt1Ma» dim* .
-
' 67.1
- ..: ..
... .
- • 2t4
'
Cormruct SAft at Ire plastied boftn is aotn%t_. of tea ba mid lefties aid tlao
_ .
'
outbound btNe. kr Amit ane owhishe tuft-fium lets ad ane sickm vs loft -tum
Zkft
..
.
tats with alsaet 250 fest of AD,.a.-: . • . •
.Pee
.-
•.. • + . % faerea :' .
s
.
widen -fM SO aplm a F c of • NC 55 a pro": Ines Iuv lame and two, etadasiw -
...
. . . ' .
".
kfi'hmn% u-t,mri, bele! *0 a mkka mt storage 6f 25O.feet
2b
2b :
.
aa4s .
LYear
widen the NB approod► of NC ani to prprids Meee tlau loose and ars mctueWs,
33
.A:.
.
S Year
mt-�6un/ u-iunt Isle with a n*knm stetage of 300 feet
.
' • .a5 .
11.1Ye '
Lll:- r. :
Cere6tumC'wt ell tehre A>B eigtlh-faun; kms wkfl' a mtninum sborags M 150 tele •"'
'"•' ?/� W
. -0.7 • :
'
bol a Muse -phase bd to'dgnal aW pr+ovide OeenCsmtion wmh. oAdkp OV* ":
--
�
.
.
Chops, mid i t Creek Road e1g11a '
• Po>Pr MANac,�sssns
Reb=Peifad' .
4►•
NC Hey 1iN.,0 tills AOeew) . • '
Pea
, % bcrmo
•:k0.
ftwauat a* of Ma planned btatbn to aorrobt of are %botmtd,km and aa•.:
'. 2A/2B .
h
f
1 Year '.
'
aldbowd tans.• .
60
> 39.
39.444
2 -Year
'
MRdem 1hs.NB asprcach of NC 8E► to prtrtdde on aaclutiNi rlgltt bion ores wltb a' .
fit%
SS -.
.42.35'•
5 -Year :.
ffmil"tm s6srags of 150, feet '
10.1 •
. -85
. -40%-
s ,l0•Yeat
0.::
N0. Nr3t W e O1l* t hod deed
.: -. : :IDs,
''' -06545' ::
CatabuoE w8 approach Of OVJ* Cha pei Rea! ip. ptovkb br0 Ina bite. Mlrsa ' ' '
- 1
"
omk*m TetMan► lanes wiEit an average sf• 50Q feet of eborogs.
ormbud an ewka%s W9.dgM-4m.kme.% tt a.ml�rm stare, of f50 feet •
.1
reeled •
L'ot10bt1at i8 app/sadA ai QhieptaPei Rood io preWds two lieu brew am! a
1
% is e
..
--•.
ea
aotehea- r hIman' of 350 fest
teR-btarr logia o . ".-.
,
..
1 -Year
39
Ctratnlat on EH right tum Ione' wilt a irdldnitrrt' sbaags of"40d fest.
1 • - .
-81.6%
2-tecr •' -
• 6,1 '• .
wtden't" approach of NG :ftY io Itrss leas' and two toDdusies ' .
�o,f
f`'
• _%9%
5 Yew
- 92
tett-him late WIM a Toro M" 480 feat.
, . -80 -
.87.0% '
. I-0•Year-
IIS
COimbuct art: a wknit'e NB r lei torte wHft a. rnTnirttan storage of. 350 feet_
'throe
t
'
' -&I%
1Arrdat S9 apprao b of NC 55 ft thea kM and tea ar�btett
10*_ ions! 3W fest. '
1
ml► wmh a ,&?, um. eWof . .
' '
iteh"Pe-rbce
Pro-
conehuct,an emk* re so.e*&. turn late w1Mt .o m6lk wm.stomp of ?,50 fest' . ,
f '
% laerome
•
.
[�1
hiodtfy be is signet'at',this ktgrse-got aaxarnodato.the gemn»ttb ." -.
:.. 1:: .
- 1
]ty m'
93 •
.. ' .
-82•.
442%
2 Year : ' '
.a
13.8
N0 lea saws - . .
1M1► �ihb-ie
-f23
• • - -89.1%
Conebtict at the ° ptanrled' bmadlod to taralet of ono_ Uthoud tate.
1
•20.0.
2.0
.-180 %, -
- . •-90,045
,
wkdel . of NC 55 to' 3rd lorestd a late
aPP 9h
wo o mbtirirmt Hosie0, 0 150 f . .
.1 '
24.$
2A=-:
.
,
:.. ate. . .
ft. .«�.
Carerhj g •fte occas at.MN:pbnrlsd-Wotan to cm Al�of:one.hdlatrrd Iona
POIII MANAY.AW6
':
.
whet 1m1 aNC Ss ts- pr1e11lde" lasts wmh 'o
.ass
Peat
Lbawm
953eraase •. '
minfmam p0onags of 150: ; , ? .
.
c0
rete
.1%1
.bead -- - - -
' Phale
' 4.4 '
. a•7'
3.7
1..
*V* CMpd dead t�I $ . . . . ;; . . • .
fix
- 09 .
-53
4S -W. .
Co d"m it s tteedtott t1f Q' ,* Chapel Rood wmb a fog -tarts nisrian drtdad !+etre
j ,.
83
L2"
. AS•
: -
tremibn' beirmat NC ' 55 and the CSX
lidry►
'
"iav '
. - . 14 ,
,
. :
Cmetebumt M10 nftn, of Q%* Chaarei Rood vAtln i fora -tate 'trledPan
See iwtsa
'
:.
.
"clam tram ad of pl4oee I work _abM, Meaagh CSR. right, of-wall� to - - -
1. 0114 2
POYti OFANAfj8LS1(9 '
OrMe. ,,. . .
Pre
Past
. haesse
-
YfWen 0 w mit d to a 1ga�-i0ne:ascROn,irWlf NG I" 5, to'O Bios'
.,' f
cfs
1200 feet reed. . ' ' ' °
: .. . .,
133 -
.OS
- :
Z •
�fy y y /yam r
�:� t6Dae :e .awimaeee i4 O m10) - .: -•.r -; , , .
..
..
- .. f
. • .., ' . •. .: .. . .
180 •
.
Cmrobuat W4 at I9e ptarled foer5al fm �arl A i.of.one hl6oiod Imre and ON' . -
1." .
'
,
255 .
' -
amel YiN tele. - _ - .
3L9
- .. I - - . ' _ - - -
312.
164.8% -
_
Win wB appeoamh of Clapei Rood to pro•ide std' mcks w-rigbb =lams:
.. -1 . -
...
.. ..
w5h a' mktlntum abases I teak
.
"
a.:.
Oft Chwpd. flood. a S41 Aoeeea- iS se ,ow.. • . - '.:
Pre
, . .
a
% e '
iiartetiteCt the pserinsd. taoWtart fb aarlefet of ens tnballtW dans.
1
cfs
.
'
2Year
124 -
BU1 1�G' A
:7.7
'
CM*Urt t1a gW*00h'Of OVA* Chwel.1Wd to provide:an:a re.ffg hart
i
"
. - .
'
• '.-•S.7
322%
Ions •wmh a erllakmtar afore*! elf iso fad.. - .
.
•
'
BUILDING `A-1: 1150 FARK CAIN. STREET (S}Ip1} ;
30 -
4► '
Repd.e 96s`Aooew etgrraQ ..
der C d +e
303 •
.
88jILDINf A-2• 1115'• PARKSIDE STRUT' (SHELL) .
•28 '
:
Canstnid sarAttem b4 of slue at the pk ined looafkn ie ootaiet Of two kt6atr-o
. BUILDiNG CA: - 1140 PARKSIDE MAIN STREET
.
tsps and four CUMotmd latae hafiddblg els time tons wmh a mkdraum 200 fast af.
tr6eaom . ares mecigds right dtrrt tm4s whit a .rnhdrremn of.100 feet.' and
"m
.
r .
BtjiLDING Bim?: 1048 PARKSID6 IAAitd. STREET .
.
-
tiro' mm o hme lett-tum ta►es' o .n irdnemn, storage of ten' . ''.. • " -' • . -
- ,
BUILDING B-3: 1030 PARKSIDE • MAiN STREET ..
isemm '
. % rnft ams
Carsbmet nor nt- I" -of SW at Mss plalnrod booban to corset of time knbomW
. '
lefs
_
'
iOttea aril fart IotNe ata' Mau 1a1ts. two aa{mlaeler/
loms slat a ndtatbmmrt "efoeage d 2IIt1 fest. ad drt siaduaWe teftutn� a .
-
t
'.
48
.. -
.. ..
00
0.015 - '
IIIf11kINMl Of 15ft feet.
..
-
.. ,
7945'
5 -Yew •
i arteblrCt ®. of O*VAI - ptope! Read to proldde` two tires .,mise aril of
�brte' 200 feet t:enebuet 'boo
1
68
.. -34
.-.- -_- ---
10 -Year:
ertmbtehre' feint o alirdmm mtorogs, of .
smoke ve ES.1ett-aum series wmh a rrr6daWn, ab Mo, of'S'.+0 tett. .:
. 7A
• 21
21.6% -
.
' '' � . -KIT CR - . .
�
Construct wB wproash'of O'KW Chapel Rood to: prt>+itds iso Ira totes and an
ROpp . . .
aodlei4rs'rinht (rare tope irih•a ndrdrnum'storage af:t00 fart. i:arAntct a4s
1
.
a YIN k -timet Ions WM a' **AD nn. s6orogs of ,IW set
. . . . r . ' . .
bts6oN ilalRa signal Ot Ids intesec8on and pwAde coo *aft t wmh Mro 'aXimb g
1'
_ _ - .
trtgeai tiC Noy 5b aid O'Key ChapW' Road.: :. . ' ..
_
.
p, •
iy'Ifdigt Chad hood a 8Na Agaew- T / t11fe Assess l6;l�M16 w/ 1M6-aw -
Z
'
•
Cortebtict�l ae9d SAS ad'I9e llimineat lOcaSon to aahWeet at ane ihbew9d.to�:
and ons lane sole.•.
.' f :
:
..
t:artrltrtrot FS and we lies of- Ciapef Roadiia provide't+me Mau toms
attd ori as krNtte right-btrm obits, tdAh�a sberags'. of 150 feet • ' '
..: f
, ' 1
.
Corm ttct Mte pio mad. da, left -arse with a •trmdmumt'r6oi+oge Of f50 .Iasi.
.
6,•
Ckt�. aMepei Nefd 0 eft '-OAss_(fal M UM1* 11" - : '
.
bta6om ttlaR amtlrot stag ttti'tmtttltbourM aPP�ool► of tads 9tapFlern Dtks before
��,
warrards for bna6slh+g a.fraRic atpnal.ara, nee Ot f9ts kl6eraee6aa
:.,f.
'
i0rr
Ol ww 19norglrean ib,'P*= NolUeaa�sis-AWamod
tPAoia`
s .
1.- 1w ft 56 a MemlMrf mPm6lr hood .::' •: • i •. •'-- ... .' .
- : •.
.
.
.,. .. O� :'' .. ,.
.. Extend aird q,pavanad to aeoomewdats far a 250'. melt right tum Ione. -.
f
:
Rel, om, pasmerd 16 shore a MIB do- Hd ,Wu -M aadement. ; • • ' - -
-. f ... ,
- : .
: 6eI , 1-ad�g`SB tett tum km -al NC 55, to 550' of stm"& : ' :
` 1 ' -
..
"
.' _ .
:
2. - NIC Nr -= a Oarpwdmr-ftma >D1 on.11ow . .: . - . s . • ..' - -' • ' .
. ' .:
"''
'
-:.
N� 5�
Iii - to " o''. I nodose for an l8 jv* tum Ione *I& Idw of staijar.� •': • • ' ' '• '
t .
_ .- . . pQ©' .
,
Remblps'poijeen nt.la show o ED iii -I Ilnr-eidtt m vsjwr .: ; . ...
' . f
. .'- -
,. .
�' `J�
.
- wide, to acconstiodobe far an £B,kft tarn kms wmh 280.' of sWoo ., .
..
t .
..
4 v
.
MAA-ta, aemornmodate fa' dal il8 left tum bras an NO 55.w15t.3W, Ofstotag�
ftnm.1
-
. r
-
.. ,
.
Aye - ' .
Fins Siston Rand to aa»pt limed bfle ftaelling wsslboemtd,
f .'
-
{wjiidde�
• -
ft 55.. :... : '
•^Sr --. ,.
.
-.
'.
.*
.
YR+btt to ____ srwda _ ta'•a•lm tru Iora an NC Hwy 55 bs ARN Its . "
.-
It to -a m 0 of " tlortl/�r--impsider Road and Csrpsr� . Fors. Watkn:
.:. 1 -
..
2 .
.
Rai waseg, ciaurs ca Carpslttw' Fire Skftn toad oppr'm hid 400' east of the
8w tree: ,
:
.
blbe»ecdton
3
y.
. • *%mck Rent tmrleb be'aomptated before Mie forst C0 let tdse" Iebeat t,'taM axept St- ,-I,
far Mt to donee of the MfhD teff diianes.Ift ';
C
y' '
guarantees vodt oa,m aNh pmvtebme wiopnWw
. .-. ; .. : ..
'
.
.' 0
_ ��" , -
. Nob► 1: Of- iota- 3. 4. 9.. i0. ' 11..12, 13; GW .14 os Ibl►ee tots ars : s}toeia on Its trvetam
'total
- . . .
-per
Parfaids Teen lYOnr__" moe6er ltlarr, -no mare titan o of Tres {3) fobs (Mrs:. amp
i iota'} may - : ' .
o
bs colmidersd tar lefe'al',�t. plan approval inti d of flet Appraraf Condl�s.as'tiWm d.bWow....
.'
..
.. haw oaamroL Ihe'Approvol Canitrfa a1 *1 1 , of th'e 1600 r6tg eY 1 11 .,coric.&Y .• the O'Kegy, ori .
- . .
: Road Rdrood (1) arg neaa -war .approvals avid 'atasoehitbnla are o6tekaed'.and.-seams_
d-
'� '
from.CSX' Rairood�. am rteceaaory conbaats ilaYe tea► efaiarbed. ('. ml dremedeit to CSX
Raised consbimdirtp M1s'aroeeig llove'oasurred. and'(4) aulRlett .Iamb lnare'been ptaad into
.
!emelt tm pay fa' a oats amickded - wmh Man, wad s%0oLff a=hoy of. Ma .at-9eod# !resort*. - .
.• - .t.
-
... - . .
ikrl6tafee of ooGtpmtay. trroy bs roqutsrd tdr Grtmlip I IAts Doty OE�r em a< the 11� • iiOtim5ar9s -
"
hove oa wrod and Idrere;a9 talsrmtt Town atW'ssebe poYaksr: npgala and brie bion
etlsRed.
Nobs Z Of. Iob 3. 4s 9. 1Q 1f; i2r f3, erd'f4 flees! fats aro tiurtsntly tdnowrt an Mie anaxon .
-
.
- ' Pa bide Toed Carmines Maoist Plat, Mie rarnabnder of Mtem bis Mat are oat Group I bbe (!he . - -
- '
- ' ' . .
• . "Iraq I'fats')'say:be corteIN, ad for-afls std awn pkn approval alter am of the4pprwol " .
im =
.
McCRIMMON PARKWAY
'
. Co WNum hags eaurnmL but_, a► m Off a�s of oowjpm :y. male:be rs4unted or sham teeus'
for the ...'
Otalp i iAtLtedm �,of ft*a- eraedng'oF OKeliy.Ch"d Read of Mie CS1t RA.. [s
_ .. v r �..t_ e- - : rr.&- u._' � L -- -a- a -f0- .
-' . . ' .
-
'
.
. e• -
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E W�'
.
.
ei
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.
21S
.
- .., �. ..
-
. . .
,..
. :'
I •'
a' -
t
Y 0r
.' . • Nitrogen. Export :.Summ0ry , .. -
Total Nitro efi Ana sis -Area.' :
:` '43.47 ac-. ;'
Total TN -Load Before; Treatment . "-
6.16 -lbs ac r
. Total TN. Load After.._ . ,'"
Trecstment - : •' - - ' . - ' :
.1.57.80 lbs
: 3.63 Ib/ac •yr .
:Maximum .TN : Load -Without -
:'Offset' Payment-. -' • -' - . ..
.- 95:83 Its r•'
.20 lb ac yr
' Total TN -Export' Requiring Offset '' . .
• Payment - - -
.:62.17 ° lbs ��':
S"lY3IDWATMMABIAG OF IIIL
' • .
t y't A 1. .
POE�ri'OFAIt'ALY73f801
" .'
. Be"mraW
Pec
t.�' J'y1: i.:i' ' ile i``, i±;1:11:fd
" Pa• t0
- btetease -
• • % lberevie .: '
Ictal'
[cis
ds1
1°1!11
• I -Year •
14.1
11S
' 25
-17.745
&Yew -
.
21S
- 174
„ -4.1
• ' .191%
S -Year,
3iS . -
251
64
203% '
% 10 -Year •
. •
-39A • '
. . 302
92 -.
• -25A% '
b .f .✓ it V.
1► e, ! :✓
1
_,
w �.
1 4.
' '4f
• •
:'ta f, t -1',
. POMOPANAL'185402
-r
2ie0 monied
-11 f, t�
• Pea
beaease .
% bcrrase ` .. .
- -
►-
c&1
[a0j .-
c0
.: • [%
i -Year °
18 -
' 21
.-17
78A% ' .
2 -Year . '
►
145
•30
' -II.S
-79.3%
S -Year
' 209
. .43 - -
'. -186
-79.4%
10•Ycar, . ''
26,0
: .53 . -
20.7
• -796%
D , b':^ b,f,.' 6 ,"!!r 1;, v. 1
b); b;r k`4,' f). iiA bl t
- ''
P01147POFANALIiliM
.' gahmPerla -'
Pastates•t. ate
Aberefse
•• % bere"i ' -
[ 1 • '
' [141
Im't]
i%I
1 -Year •
,7+►Y. f/i:
272
' • ' 142 : -
4 .0
-418% - _
• 2:Ycar .
" 390
208
1&2
-46,7%
S-Yem
S48 :
289
259 `
- '-473%
10 -Year
•
' 67.1
44.7 -
- • 2t4
334%
•
. POINCOFA1OMIS04
-ed.• .:.
• $etemYen
.Pee
-. estreat! :. •
•.. • + . % faerea :' .
s
1 -Year ,
2b
2b :
os
aa4s .
LYear
.35
33
.A:.
S7%:'`
S Year
`. '4S .
4.0
' • .a5 .
11.1Ye '
Lll:- r. :
5.3
•. • • 4b
. -0.7 • :
_13;2% '^
.
• Po>Pr MANac,�sssns
Reb=Peifad' .
Pro-
Pea
, % bcrmo
•:k0.
" :: cis -
1
h
f
1 Year '.
:
99
60
> 39.
39.444
2 -Year
.13:7
' T9
SS -.
.42.35'•
5 -Year :.
HIS"
10.1 •
. -85
. -40%-
s ,l0•Yeat
zz 4 --
-. - ,.;
; .119.
.: -. : :IDs,
''' -06545' ::
POIRrOPANALi'81'306
reeled •
1 e0N)OWd
% is e
..
--•.
ea
ef6 -
,
..
1 -Year
39
-
06
33. .
-81.6%
2-tecr •' -
• 6,1 '• .
. OS
S3
• _%9%
5 Yew
- 92
' 1.2
, . -80 -
.87.0% '
. I-0•Year-
IIS
1.4
_104
' -&I%
'' P0W0FAJ,F"'1 4`Fl•-
' '
iteh"Pe-rbce
Pro-
. • Past -Dare!
' ' berefse
% laerome
•
.
[�1
ds . -
- 1
]ty m'
93 •
" ' I.1
-82•.
442%
2 Year : ' '
13.8
1.5
-f23
• • - -89.1%
S -Year
.
•20.0.
2.0
.-180 %, -
- . •-90,045
10•Year '
24.$
2A=-:
224
.160345
•
-I
POIII MANAY.AW6
':
.
Reta perm.
Peat
Lbawm
953eraase •. '
.
.
c0
rete
.1%1
1•Year
' 4.4 '
. a•7'
3.7
-&1.1%
2 -Year
fix
- 09 .
-53
4S -W. .
.5 -Year '
'''
83
L2"
. AS•
' . 4562% . '
10 -Year .' .
'
"iav '
. - . 14 ,
A2 ..
-868?& .-: :
POYti OFANAfj8LS1(9 '
Betampesfed
Pre
Past
. haesse
% ka'eme • . -
cfs
. .. .1 -Year . .
133 -
.OS
125...
A4.t195
:. Z_ym.
191 "
- 1-i
180 •
- _%4% ' .
" • 'Yen
269' '
. 1,4•
255 .
•+"A% - '
10 -Year ' •
3L9
h7:"
312.
164.8% -
]PeH1rTOFANALltiElll
• vf*mpe" ' ..
Pre
PaetDerei''
a
% e '
cfs
e&
'
2Year
124 -
d.7 '
:7.7
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