20131258 Ver 1_401 Application_20131213

November 15, 2013
NCDWR, 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Attn: Karen Higgins
Re: NCDWR 401 Water Quality Certification
Franklin Heights Water and Sewer Extension Project
Dear Ms. Higgins,
20 1 3 1 25 8
ENGINEERING DEPARTMENT
T?
Please find five copies of the 401 /PCN Water Quality Certification application for the
Franklin Heights Water and Sewer Extension Project enclosed. I have forwarded
three copies of this permit to the USACE for the 404/NW12 PCN application.
If you have any questions, or need any other information concerning this application,
please do not hesitate to contact me directly at 919 - 469 -4335 or by email at
jarrod .buchananCaD-townofcary.orQ.
Sincerely,
Jarrod A. Buchanan, P.E.
Project Manager
Enclosures
L7 `• D
FFOE C
UP._14 - wA err
TOWN Of CARY
316 North Academy Street • Cary, NC 27513 • PO Box 8005 • Cary, NC 27512 -8005
te1919- 469 -4030 • fax 919 - 460 -4935 • www.townofcary.org

O/A
PIA,
Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
[� The application fee (Checks may be made out to "N.C. Division of Water Resources"
$240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
Express Review Fee (Amount requested on Acceptance Letter)
[� Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on -site and
off -site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http: / /portal.ncdenr.ora /web /Ir /bmp- manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to
http : / /Portal.ncdenr.ora /web /Ir /bmp- manual).
[d DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable). S e e A t{ a, c �,_ w -b .
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
Ed The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
5171 The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar - Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and /or soil survey map sheets can be obtained from the local NRCS
County Office (httD: / /www.nc.nres.usda.aovn. GIS soil layers are not acceptable.
[� Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
[� The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
[� Pre - construction /Pre- existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1 ":50' scale is recommended).
[� Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to iurisdictional and non - iurisdictional wetlands,
streams, water features. and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
y4/p, ❑ Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non - erosive velocity, generally less than 2 ft/sec durinq the peak
flow from the 10 -vr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
[f Proposed Impacts - All impacts to jurisdictional and non jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts s 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts: N/ v 0 t
Q� Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
m/A_ ❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided. WA .
N%A • ❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions. u/A .
N/A . ❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained. N/A
Stream Impacts:
Q� Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
�/'4 • ❑ The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s). NIA,
*j/A, ❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999. N /A
N/A ❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area. VIA
N/� ❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated. N /A

November 15, 2013
NCDWR, 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Attn: Karen Higgins
Re: NCDWR 401 Water Quality Certification
Franklin Heights Water and Sewer Extension Project
ENGINEERING DEPARTMENT
' Dear Ms. Higgins,
Please find five copies of the 401 /PCN Water Quality Certification application for the
' Franklin Heights Water and Sewer Extension Project enclosed. I have forwarded
three copies of this permit to the USACE for the 404/NW12 PCN application.
If you have any questions, or need any other information concerning this application,
please do not hesitate to contact me directly at 919 - 469 -4335 or by email at
iarrod. buchananCcD-townofcary.org.
Sincerely,
Jarrod A. Buchanan, P.E.
Project Manager
' Enclosures
TOWN Of CARY
316 North Academy Street •Cary, NC 27513 -PO Box 8005 -Cary, NC 27512 -8005
te1919- 469 -4030 9 fax 919 - 460 -4935 - www.townofcary.org

1
1
� USACE 404 8 NC DWQ 401
PCN APPLICATION
1
FOR
FRANKLIN' HEIGHTS WATER AND SEWER
EXTENSION PROJECT
PROJECT NO. SW 5017 & WT 5017
NOVEMBER 2013
TOWN OF CARY
WAKE COUNTY, NORTH CAROLINA
MAYOR: HAROLD WEINBRECHT, JR.
DEPUTY TOWN CLERK: KAREN GRAY
TOWN MANAGER: BENJAMIN T. SHIVAR
DIRECTOR OF ENGINEERING: TIM BAILEY, P.E.

PCN APPLICATION FOR USACE 404 & DWQ 401
FOR THE
FRANKLIN HEIGHTS WATER AND SEWER EXTENSION PROJECT
TABLE OF CONTENTS
SECTION
000
COVER SHEET
SECTION
100
TABLE OF CONTENTS
SECTION
200
PCN APPLICATION
COPY OF CHECK
ATTACHMENT
A
ADDITIONAL BLOCK INFORMATION
ATTACHMENT
B
ITEM A.3.b & item B.1.a — PROPERTY & OWNERSHIP INFORMATION
ATTACHMENT
C
WATERSHED CLASSIFICATION
ATTACHMENT
D
NCDWQ STREAM DETERMINATION — NBRRO#09 -178
ATTACHMENT
E
NC DOT ENCROACHMENT AGREEMENT
SECTION 300
APPENDIX
VICINITY MAP
SITE PLAN & STREAM CROSSING LOCATION MAP
CROSSING AND BUFFER IMPACT MAP
TOPOGRAPHIC MAP
SOILS MAP
NRCS SOILS MAP — SHEET 75
PROPERTY OWNERSHIP MAP
PROPERTY OWNERSHIP LIST
SW 5017 & WT 5017 Section 100 -1 PCN Application for
USACE 404 & DWQ 401

\o�ot W AT X191
h
> 1
O <
20 13 125 8
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. 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:
1c. 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
1e. 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
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area'of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Franklin Heights Water and Sewer Extension Project
2b. County:
Wake
2c. Nearest municipality / town:
Cary, NC
2d. Subdivision name:
Franklin Heights
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Town of Cary
3b. Deed Book and Page No.
See Appendix A
3c. Responsible Party (for LLC if
applicable):
Tim Bailey
3d. Street address:
P.O. Box 8005 / 316 N. Academy Dtreet
3e. City, state, zip:
Cary NC 27512 -8005 / Cary NC 27513
3f. Telephone no.:
919 - 469 -4335
V ax no
919 - 388 -5806
mail address:
jarrod.buchanan @townofcary.org
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner) - NIA
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) — NIA
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
See Appendix A.
1b. Site coordinates (in decimal degrees):
Latitude: 78.753661 Longitude: - 35.743416
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
2.82 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Speight Branch
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -III; NSW
2c. River basin: map is available at
Neuse & Swift Creek
http: / /h2o.enr.state.nc.us /admin /maps/
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:
See Attachment "Additional Block Information"
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:
23
3d. Explain the purpose of the proposed project:
See Attachment "Additional Block Information"
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attachment "Additional Block Information"
Page 3 of 11
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:
❑ Yes ® No ❑ Unknown
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?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to °help file" instructions.
S.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts — NIA
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
❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
11 as
❑ No
❑ Corps
❑ DWQ
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.
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 m
(INT)?
other)
(feet)
feet)
S1 ❑ P ® T
M, E
Speight Branch
® PER
❑ INT
® Corps
❑ DWQ
20
23
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary Impacts
23
3i. Comments: M = Mechanized clearing; E = Excavation
Page 5 of 11

4. Open Water Impacts - NIA
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.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Tem ora
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
4f. Total open water impacts
4g. Comments:
6. Pond or Lake Construction - NIA
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
6f. 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 DWO)
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 ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required
B1 ❑ P ®T
NEU1
Speight Branch
® Nos
1,367.45
969.44
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h. Total buffer Impacts
1,367.45
969.44
6i. Comments: NEU1 = Non - electric utility line, perpendicular crossing of stream, that disturbs less than 40 linear feet of
riparian buffer with maintenance corridor equal to or less than 10 -feet in width. See Appendix D.
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Attachment "Additional Block Information"
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See Attachment "Additional Block Information"
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 — NIA
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 — N/A
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:
Page 7 of 11
PCN Form —Version 1.3 December 10, 2008 Version

S. 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
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
buffer mitigation? If you will have to fill out this entire form — please
contact the State for more information.
El Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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 8 of 11

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
® 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: Not adding any impervious surface or changing grade of topography.
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 ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Utility project permitted under NW12.
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? N/A
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Town of Cary, NC
® 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? N/A
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state- implemented stormwater management programs apply
❑ ORW
(check all that apply): N/A
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached? NIA
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? N/A
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1b. 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)?
1c. 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):
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.
Project is located within a fully developed neighborhood. No new development can occur as a result of this project.
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.
See Attachment "Additional Block Information"
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

S. 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?
E] 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?
None. Project lies within an existing, fully- developed neighborhood.
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?
None. Project lies within an existing, fully- developed neighborhood.
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?
None. Project lies within an existing, fully- developed neighborhood.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Panel 0772, Map #3720077200)
Tim Bailey
/r —A
Applicant/Agents Printed Name
Applicant/Irage—i Ys Si ature
Date
(Agents signature is valid only if an thoriz ion letter from the applicant
is rove
Page 11 of 11

'(. SARGIIp 6wri Or GARY
P.O. Box 8049
Cary, North Carolina 27512
(919) 460 -4948 CHECK NO. 2808 77
• PO VOUCHER INVOICE DESCRIPTION 7JI41110
10/16/2013 220045 PI9734 WATER QUALITY A MISC SERVICES 240.00
NC DIV OF WATER RESOURCES 623765 • . $ * * * * ** *240.00
TOWN OF CARY WACHOVIA 66 -166 280877
316 N. Academy St. - P.O. Box 8005 WACHOVIA BANK, N.A. 631
Cary, North Carolina 27512-8005 CARY, NC 27512
(919) 460 -4948
VENDOR NUM ER CHECK NUMBERi. NET AMOUNT
623765 10/18/2013 280877
f
PAY TWO HUNDRED FORTY AND 00 /100 DOLLARS
THIS DISBURSEMENT HAS BEEN APPROVED AS REQUIRED BY
TO THE NC DIV OF WATER RESOURCES THE LOC L GOVERNMENT BUDGET AND FISCAL CONTROL ACT.
ORDER 401 & BUFFER PERMITTING UNIT
OF 1650 MAIL SERVICE CENTER
RALEIGH NC 27699 TREASUR
11.28087 u' i :05310156 W:2079900L 2066611'

ATTACHMENT A
Franklin Heiahts Water & Sewer Extension Prolect
USACE 4041 DWQ 401 Water Quality Application
ADDITIONAL BLOCK INFORMATION
BLOCK B.3.a. EXISTING CONDITIONS AND GENERAL LAND USE
Please refer to the plans included in the application for a detailed layout of the project. The
project area is inside an established residential neighborhood. There are 46 homes, one
church, and 4 vacant building lots within the neighborhood. The average home size is
approximately 1,611 square feet.
Speight Branch runs along the east side of the neighborhood, with several smaller streams
emptying into it. The Site Plan Map and the Stream Crossing Map clearly delineate the existing
streams within and adjacent to the project area.
' Several different versions of the Soils Map for this area have been included for your review.
These maps delineate each different soil type, and its location across the entire project area.
Also, included is a Contour Map of the project area, showing the existing topography. There
are no changes planned to the topography. The construction areas will be returned to their
existing grade and slope.
BLOCK 6.3.d. PURPOSE OF THE PROPOSED PROJECT
The Franklin Heights Subdivision was annexed by the Town of Cary in 2003. Subsequently,
residents petitioned the Town of Cary to provide water and sewer service to the subdivision.
At present, the residents use wells and septic systems.
The purpose of this project is two -fold. First, new water mains will be installed in portions of the
subdivision as required to develop flow capacity and pressure requirements for fire protection.
These new water mains will be connected to the Town of Cary water system at Tryon Road to
the north and Piney Plains Road to the west, providing residents with a more reliable source of
potable water as well as fire protection capabilities. Secondly, gravity sewer mains will be
installed throughout the subdivision to provide a reliable means of sewage collection. Many of
the wells and septic systems in operation have been problematic, require considerable
maintenance, and are no longer economically feasible to operate.
BLOCK B.3.e. OVERALL PROJECT DETAIL
This project will consist of both a water main installation and a sewer main installation. There
will be 3,362 -feet of sewer main and 2,780 -feet of water main installed during this project. The
water main will be installed within existing right -of -way, in the street and along the shoulder of
the roadway. Approximately 2,992 -feet of the sewer main will be installed in the right -of -way,
within the existing roadway, and approximately 370 -feet of the sewer main will be installed in
outfall areas between and behind the existing homes. The majority of the water and sewer
mains will be ductile iron pipe. However, the Town is looking to use PVC pipe if feasible. An
independent contractor will install the water and sewer mains using a variety of equipment
including a track hoe, end loader, back hoe, dump truck, and compactor.

ATTACHMENT A
Franklin Heights Water & Sewer Extension Project
USACE 4041 DWQ 401 Water Quality Application
Per Town of Cary specifications, no construction will begin before all erosion control measures
are installed and approved by a Town of Cary Inspector. Silt fence will be installed along the
construction corridor and rock check dams will be installed along the downstream edge of the
construction corridor. All inlets will be protected.
After all permits are acquired, the contractor will begin his surveying and flagging. After this is
complete, the silt fence, tree protection fence, and inlet protections devices will be installed.
Installation of the off -road sewer main will begin first, so that the replanting of these areas will
be completed early during the project, allowing for the establishment of new growth quickly.
After all construction areas have been stabilized, the erosion control measures will be
removed.
As a result of the project, there will be a temporary impact to a stream. The stream will be
returned to pre- construction conditions resulting only in a temporary impact.
BLOCK D.1.a. and Block DA.b. DESCRIPTION OF AVOIDANCE AND MINIMIZATION
The proposed alignment represents the minimal negative environmental impacts. Except for
the one stream crossing, the entire water and sewer alignment will be placed over 100 -feeet
for the top of the stream bank. The one stream crossing was designed to cross the stream at
an angle between 750 and 1050. This crossing is unavoidable due to the location of the existing
sewer being on the opposite side of the creek. The stream crossing will have a minimum depth
of 36- inches or greater, where feasible depending on the crossing methodology used and
geotechnical analysis of the stream bed. All streams will be crossed following methods outlined
in NCDWQ General Water Quality Certification No. 3884. These efforts include the use of silt
fencing and temporary sediment traps. These plans will be detailed in the required Sediment
and Erosion Control Plan submitted to NC Division of Land Resources.
Appropriate Stormwater Control Measures will be in place following guidance from Nationwide
Permit 12 on utility line crossings of streams. Following construction of stream crossings, the
existing topography will be restored and the areas replanted with native vegetation. Water
quality will be protected at stream locations by the installation of filter fabric beneath any riprap
at stream crossings. These impacts will be temporary and will be minimized with proper control
techniques.
BLOCK F.4.a.
This waste water will flow to the South Cary WWTP. The plant, rated at 12.8 -mgd, with over 7-
mgd of excess capacity, has more than enough excess capacity to cover the additional 12,320
gallons per day proposed under this project. The plant discharges into Middle Creek and uses
the following processes to treat the influent flow: bar screens, grit removal facilities, three
aeration basins, four secondary clarifiers, seven deep -bed tertiary filters, untraviolet
disinfection, and a cascade aerator for reaeration prior to discharge.
2

Item A 3 b and Item B 1 a nn ATTACHMENT B
Property and Ownership Intoahon Sheet
Franklin Heights Water and Sewer Extensron Project
ITEM
PROPERTY LOCATION
PIN
PROPERTY OWNER
MAR ADDRESS 1
MALL ADDRESS 2
DEED BOOK
PAGE
1
2700 COWLEY RD
772363297
HUNT, JEAN P
7 DIXIE TRL
RALEIGH NC 27607 - 7042
8009
206
2
2701 COWLEY RD
772366323
KIDD, ROBY 8 LOLA MAE H JR
PO BOX 446
RAMSEUR NC 27316-0446
1609
370
3
2704 COWLEY RD
772363162
MARSHALL, ALICE
2704 COWLEY RD
CARY NC 2751 &9423
4258
637
4
2705 COWLEY RD
772366129
SUTTON, BONNIE H
2705 COWLEY RD
CARY NC 27518 - 9424
06-E-
2510
5
2708 COWLEY RD
772363053
EASTRIDGE, ALLEN R 8 PATRICIA L
2717 COWLEY RD
CARY NC 27518 - 9424
6833
87
6
12709 COWLEY RD
772366120
WEATHERSPOON, JAMES S JR
1205 DAVIS DRIVE
APEX NC 275238227
11730
1561
7
2712 COWLEY RD
772354809
WARD, DENNIS W 8 PEGGY J
2712 COWLEY RD
CARY NC 27518.9423
4310
510
8
2713 COWLEY RD
772356939
HARRIS, SALLIE L
2713 COWLEY RD
CARY NC 27518 -9424
1715
123
9
2717 COWLEY RD
772356837
EASTRIDGE, ALLEN R 8 PATRICIA L
2717 COWLEY RD
CARY NC 27518 - 9424
8440
1344
10
2721 COWLEY RD
772356737
JOHNSON, BETH H
5725 MANOR PLANTATION DR
RALEIGH NC 27603 -7481
14729
2634
11
2801 COWLEY RD
772356647
ROBINSON, EDWIN S 8 LINDA S
2801 COWLEY RD
CARY NC 27518 -9426
2829
575
12
12805 COWLEY RD
772356545
TANBUSCH, WILLIAM M & MARY JO
2805 COWLEY RD
CARY NC 27518 -9426
10638
1210
13
2809 COWLEY RD
772355490
ALBA, LORENA
2809 COWLEY RD
CARY NC 27518 -9426
13717
2576
14
2817 COWLEY RD
772355234
LEONARD, DAVID E 8 COLLEEN S
2817 COWLEY RD
CARY NC 27518 -9426
12467
1829
15
2904 COWLEY RD
772341975
MASON, DONALD E
2904 COWLEY RD
CARY NC 27518 -9427
13809
2231
16
2905 COWLEY RD
772354044
LANNING, JEFFREY D
2905 COWLEY RD
CARY NC 27518 -9428
5182
352
17
2909 COWLEY RD
772344931
ROMANOWSKI, STANLEY J 8 GRETCHEN S
2909 COWLEY RD
CARY NC 27518 -9428
13097
2029
18
3004 COWLEY RD
772246975
WILSON, HAROLD D JR 8 MARTHA S
2913 PINEY PLAINS RD
CARY NC 27518-0879
13744
74
19
3008 COWLEY RD
772248966
CHAPPELL, JACK W 8 DONNA B
3008 COWLEY RD
CARY NC 27518 -9429
2532
130
20
3012 COWLEY RD
772340965
MASON, DONALD E 8 GERALDINE J
2904 COWLEY RD
CARY NC 27518. 9427
8387
1670
21
0 COWLEY RD
772353457
ROMERO, GABRIEL 0
6804 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
12530
556
22
6801 REBECCA CIR
772354622
TRULL, MICHAEL W 8 SANDRA A
7905 SENTER FARM RD
APEX NC 27539 -7423
14679
2191
23
6804 REBECCA CIR
772352879
EASTRIDGE, ALLEN R 8 PATRICIA L
2717 COWLEY RD
CARY NC 27518 -9424
7099
230
24
6805 REBECCA CIR
772353616
NGUYEN, LIEU T
6805 REBECCA CIR
CARY NC 27518-0843
15051
723
25
6808 REBECCA CIR
772351952
EASTRIDGE, ALLEN
2717 COWLEY RD
CARY NC 27518 - 9424
8660
1594
26
6809 REBECCA CIR
772352616
STEDMAN, DELORES W
6809 REBECCA CIR
CARY NC 27518-6843
9177
685
27
6812 REBECCA CIR
772361026
SMELTZER, JEREMY J 8 KRISTIE D
6812 REBECCA CIR
CARY NC 27518-6842
9440
2210
28
6813 REBECCA CIR
772351618
WILLIAMS, JOEL LAWSON 11
107 CREST RD
CARY NC 275134321
8737
2257
29
6816 REBECCA CIR
772269075
EDWARDS, CLARENCE G 8 CATHERINE S
568 ATKINS RD
FUQUAY VARINA NC 27526-6745
9392
2370
30
6817 REBECCA CIR
772350609
CARD, RACHEL S
6817 REBECCA CIR
CARY NC 27518-6843
8808
772
31
6820 REBECCA CIR
772258986
CREEKMORE, WILLIE G 8 LOUISE R
1724 OLD US 64 HWY
SPRING HOPE NC 27882 -7518
1715
136
32
6821 REBECCA CIR
772258775
MCCONNELL, JUDITH J 6 MCCONNELL, KIM L
6821 REBECCA CIR
CARY NC 27518-6843
14400
841
33
6801 FRANKLIN HEIGHTS RD
772352153
SHEARIN, ROSE W
6801 FRANKLIN HEIGHTS RD
CARY NC 27518 - 9432
06-E-
720
34
6804 FRANKLIN HEIGHTS RD
772350492
ROMERO, GABRIEL 0
6804 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
12530
556
35
0 FRANKLIN HEIGHTS RD
772352401
ROMERO, GABRIEL 0
6804 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
12530
556
36
0 FRANKLIN HEIGHTS RD
772353323
ROMERO, GABRIEL 0
6804 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
12530
556
37
6809 FRANKLIN HEIGHTS RD
772259194
ROUSE, ZEBULON W
6809 FRANKLIN HEIGHTS RD
CARY NC 27518 -9432
11540
1174
38
6812 FRANKLIN HEIGHTS RD
772259472
THOMSON, DOUGLAS K
6812 FRANKLIN HEIGHTS RD
CARY NC 27518 - 9431
9641
2747
39
6813 FRANKLIN HEIGHTS RD
772258155
WHITT, COREY J 8 MCMAHON, KERRI A
6813 FRANKLIN HEIGHTS RD
CARY NC 27518 -9432
15137
834
40
6816 FRANKLIN HEIGHTS RD
772258474
CAPPS, GAYLE M BROWND
7204 HALSTEAD LN
RALEIGH NC 276131605
2704
544
41
6820 FRANKLIN HEIGHTS RD
772257476
WOODALL, KEVIN M 8 CASEY
6820 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
11539
754
42
6821 FRANKLIN HEIGHTS RD
772257113
STINES, BILLY 8 STINE, JUDY 8 RUSSELL, JOY
605 DENESE CIR
ERWIN NC 28339 -9639
14804
1964
43
2709 PINEY PLAINS RD
772267062
TRENDMARK INC
PO BOX 5712
CARY NC 275125712
12965
1778
44
2801 PINEY PLAINS RD
772256782
PINEY PLAINS CHRISTIAN CHURCH
2801 PINEY PLAINS RD
CARY NC 275186877
1429
138
45
2817 PINEY PLAINS RD
772256423
HAYES, BARBARA V
2817 PINEY PLAINS RD
CARY NC 275186877
2854
360
46
2901 PINEY PLAINS RD
772256244
WOOD, WILLIAM A 8 JEAN H
2901 PINEY PLAINS RD
CARY NC 27518-6879
1590
111
47
2905 PINEY PLAINS RD
772255166
STINES, BILLY 8 STINE, JUDY 8 RUSSELL, JOY
605 DENESE CIR
ERWIN NC 28339 -9639
14604
1964
48
2909 PINEY PLAINS RD
772255056
FU, SAN HO 8 KAN LIN
2909 PINEY PLAINS RD
CARY NC 27518-6879
15354
236
49
2913 PINEY PLAINS RD
772245905
WILSON, HAROLD D JR 8 MARTHA S
2913 PINEY PLAINS RD
CARY NC 27518-6879
13744
74
50
6221 TRYON RD
772362286
MCCLYMONDS, MATHEW R 8 CONSTANCE G
6229 TRYON RD
CARY NC 275187047
12135
1653
51
6229 TRYON RD
772361284
MCCLYMONDS, MATTHEW R
6229 TRYON RD
CARY NC 275187047
4311
943
52
6239 TRYON RD
772360274
REILLY, NORMAN
122 TRAPPERS RUN DR
CARY NC 275134901
15036
1319
53
6251 TRYON RD
772269263
WOOD, LARRY A
6251 TRYON RD
CARY NC 275187047
4801
452
54
6263 TRYON RD
772268241
LE, THAO CAM
2109 AVENT FERRY RD
STE 110
RALEIGH NC 276082137
10497
2567
55
0 TRYON RD
772368228
FRANKLIN, E RUFFIN 8 SANDRA P
3408 DOWNEY CT
RALEIGH NC 27612 - 5034
4487
874
56
6101 TRYON RD
772460214
CARY TOWN OF
PO BOX 8005
CARY NC 27512 -8005
6166
679
57
118 JERSEY RIDGE RD
772357232
CARY TOWN OF
PO BOX 8005
CARY NC 27512.8005
BM1996
1042
58
0 CRICKETFIELD LN
772357040
COVENTRY OF CARY HOA, INC
CHARLESTON MGT CORP
PO BOX 97243
RALEIGH NC 27624 - 7243
6803
480
59 10
SE CARY PKWY
772346645
CARY TOWN OF
PO BOX 8005 1
CARY NC 27512.8005
6803
475
IR'En*Y fb,OWfiROJECTS(CWWVSFw\SWW17 FN1n lYlyb AMDMnMl Enam JJSACEP mMWwtlmw Vl Vlbf

FORM WSCAS 03 -12
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Attachment C
\o�ot WA1r44,
CO
O <
Applicant Name
Project Name
Town of Cary, North Carolina
Franklin heights Water and Sewer Extension Project
Professional Engineer Name
Engineering Firm Name
Jarrod A. Buchanan, P.E.
Town of Cary, Engineering Department
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody
Stream Index No.
Waterbody
Classification
1
Speight Branch
Wake
Neuse
(03- 04 -02)
27- 43 -3.5
WS -III; NSW
' If unnamed, indicate "unnamed tributary to X ", where X is the named waterbody to which the unnamed tributary joins
I certify that as a Registered Professional Engineer in the State of
North Carolina that / have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief
PE Seal, Signature and Date
* ** END OF FORM M
FORM: WSCAS 03 -12
* **
f 3
0 } pR H.CA�P����.
Y
i �QC' /INFER aPZ`�
Page 1 of 1

Neuse River Basin
Name Index Number Classification Class Date
Description 5 cial Designation
South River 27 -135 SA;HQW,NSW 05/01/88
11'rorn source to Neuse River
Southeast Prong Beaverdam Creek
27- 33 -15 -2
C;NSW
05/01/88
From source to Beaverdam Creek
Southwest Creek
27- 135 -9
SA;HQW,NSW
05/01/88
11'rom source to South River
Southwest Creek (Kellys Pond)
27 -80
C;Sw,NSW
05/01/88
From source to Neuse River
Southwest Fork
27- 150 -6 -2
SC;Sw,NSW
05/01/88
11'rom source to Trent Creek
Southwest Prong Beaverdam Creek
27- 33 -15 -1
C;NSW
05/01/88
From source to Beaverdam Creek
Southwest Prong Lewis Creek
27- 149 -3 -1
SA;ORW,NSW
01/01/90
[F�rc�m isource to Lewis Creek
Southwest Prong Slocum Creek
27 -112 -1
C;Sw,NSW
05/01/88
From source to Slocum Creek
Sowell Run
27- 86 -21 -2
C;Sw,NSW
05/01/88
IFrom source to Rainbow Creek
Spe Branch
27- 115 -7 -1
SC;Sw,NSW
05/01/88
From source to Cahoogue Creek
Speight Branch
27- 43 -3.5
WS-III;NSW
08/03/92
From source to Swift Creek
11
71
Spice Creek 27- 141 -3 -1 SA;HQW,NSW 05/01/88
From source to Brown Creek
Spring Branch 27- 86 -17 -3 C;Sw,NSW 05/01/88
From source to Tyson Marsh
Spring Branch 27- 23-4 -1 C;NSW 05/01/88
From source to Hatters Branch
Spring Branch 27 -57 -20 C;NSW 05/01/88
From source to Little River
Spring Branch 27 -80 -5 C;Sw,NSW 05/01/88
From source to Southwest Creek
Thursday, February 09, 2012 Based on Classifications as of 20120208 Page 61 of 72

|
Car
Apex
Holly
.gs 03
sp.,i f
Varina
'
i/
�
Legend
GubbaonBoundary
County Boundary
Hyd,gnaphy
Municipality |
� �
Planning Branch
Basinwide Planning Program Unit
September 9, 2002
Figure A-3 General Map of the Neuse River Basin
Ot
MIL

r
Lm
rm
1.
_
-Watershed Classification Locatin Map for-
t
he Franklin Heights Sewer Extension Projectb
lop
�C
i
A
} W ,
L1
V r
rl
■JJJl'1
�j rIr 1
.k, � r
f
�432 r-S"�
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t f
4
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feet
I
\ � (!" 1 /A
g NOTE. Red line shows ap roxlmate location
of sewer line installation. i

7
€I
I#
-'- Fr' eih
-
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ke
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ote: Reline how ppro imate
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Swift C reek (I
! { 60 r r
,2 y.

' V Attachment D
lrCDETIR
North Carolina Department of Environment and Natural Resources
'Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
' November 17, 2009
David & Colleen Leonard
' Post Office Box 644
Cary, NC 27512
' NBRRO#09 -178
Wake County
BASIN:
® Neuse (15A NCAC 2B .0233) ❑ Tar - Pamlico (15A NCAC 26.0259)
❑ Ephemeral /intermittent /Perennial Determination ❑ Isolated Wetland Determination
Project Name: 2718 Cowley Rd Cary
Location/Directions: Subject property is an undeveloped lot located at the project address in
Cary, NC
Subject Stream: UT to and Speight Branch
Date of Determination: October 20, 2009
Feature
E/I/P*
Not
Subject
Start@
Stop@
Stream
Soil
USGS
Subject
Form Pts.
Survey
Topo
A
X
Throughout
X
X
( Speight
Branch
B
X
X
X
•F.IYP = Ephemeral llntermittent /Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on -site determination shall expire rive (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c% Cyndi Karoly, , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604 -2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant o�
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet www ncwateiqual8y.otg 1628 Mail Service Center Raleigh, NC 27699 -1628 FAX [phone]
An Equal Oppftmky /AtfimwM Acdon Employer — 50% Recyded110% Post Consumer Paper

2718 Cowley Rd Cary
Wake County
November 17, 2009
Page 2 of 2
Attachment D I
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which. conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699.6714. This
determination is final and binding unless you ask for a hearing within 60 days.
The (owner /future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919 )-733 -1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-87648441.
Please Note: This is an "After -the -Fact" determination. Inwacls to feature B depleted on both NRCS Soil
Survey of Wake County and USGS Topoeraphlc May Lake Wheeler Quadrangle occurred grlor to the formal on-
site determination (anolicabOV of the Neese River Riparian Buffer Auk) This is a violation. This matter will
be documented in formal Notice of Violation to be issued in separate correspondence
Respectfully,
Martin Ric and
Environm tai Specialist
cc: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
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PAT MCCRORY
GOVERNOR
3
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
October 04, 2013
Attachment E
F" laFF.
OCT 10 'g13
ANTHONY J. TATA
SECRETARY
County: Wake
Subject: Encroachment Contract
16 -Inch Steel Casing, 586-LF 8" DIP Sewer Main & (3) Manholes
SR 1009
E5140 -13 -2466
Town of Cary
Post Office Box 8005
Cary, NC 27512 -8005
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:
16 -Inch Steel Casing, 596-LF 8" DIP Sewer Main & (3) Manholes
CROSSING BY BORE ONLY, NO PAVEMENT CUTS ALLOWED
This encroachment is approved subject to the Standard and Special Provisions which are attached to and
made a part of the Encroachment Contract.
Sincerely,
T. R. Elmore
for J.W. Bowman, PE, Division Engineer
J WB/TRE/mlb
cc: Mr. T. R. Elmore (w/ orig)
Attachment
E51 -40 -13 -2466 2612 N. Duke Street, Durham, North Carolina 27704

Attachment E I
Encroachment Special Provisions
1. 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 trained 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 train themselves. If you have questions, contact our web site
at http: / /www.ncdot.org/ doh / preconstruct/ wztc/ WZTCTrainingProgmm /default.html, or contact
Stuart Bourne, P.E. with NCDOT Work 'Lone Traffic Control Unit at (919) 662 -4338 or
[e-mail].
2. When the project 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 September 26, 2013.
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. The proposed utility shall be placed at a minimum depth of 3 feet and at a minimum distance of 3
feet from the edge of pavement or back of curb for installation parallel to the roadway when plowing
or trenching.
If crossing the roadway, The proposed utility is to be a minimum depth of 3 feet below the roadway
travel surface when using the conventional bore method. Please see standard provisions for
directional bore method.
The proposed utility shall be placed at a minimum depth of 5 feet and at a minimum distance of 5
feet from the edge of pavement or back of curb for installation parallel to the roadway when using
the directional bore method.
6. The proposed 8 -inch water line crossing under SR 1009 (Tryon Road) shall be installed by bore only
and shall be steel encased where it crosses under the roadway. The steel encasement pipe shall
extend from ditch line to ditch line in cut sections, 5 feet beyond the toe of slopes in fill sections and
3 feet behind curb sections.
7. The installation of the proposed waterline taps, sewer taps and associated appurtenances shall be
installed prior to any roadway paving, overlay or improvements. No pavement cuts will be permitted
after roadway improvements are completed.
8. 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.
9. Blow -offs shall be directed away from the travel lane.
E51 -40 -13 -2466 Page 2 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 Disabililities
Act Accessibility Guidelines.
11. No parking or material storage shall be allowed along the shoulders of any NCDOT roadways.
E51 -40 -13 -2466
Page 3 of 7

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. All above ground appurtenances associated with the installation of the proposed utility shall be
located/relocated at or as near as possible to the right -of -way line and shall be set outside the Clear
Recovery Area as outlined by AASHTO.
18. 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 -1B - "Domestic Steel ". Foreign castings are not approved for use within NCDOT Right
of Way.
19. Directional drilling methods have not been given Statewide approval for use on NCDOT right of
way. Under no condition shall jetting alone or wet boring with water of utility pipelines be allowed.
Directional boring using jetting with a Bentonite (or equivalent material) slurry is approved for this
installation at a minimum depth of ten (10) feet below the pavement surface (fifteen (15) feet below
the surface of partial and /or full control of access roads) and Y below any ditch line. Any parallel
installation utilizing the directional boring method shall be made at a minimum depth of three (3)
feet (cover) below the ground surface and outside the theoretical 1:1 slope from the existing edge of
pavement where the parallel installation crosses a paved roadway. The tip of the drill string shall
have a cutter head. Detection wire shall be installed with non - ferrous material. Any changes shall be
submitted to the District Engineer prior to any consideration. For multiple conduit installations
(including perpendicular and parallel installations), install conduits with five (5) feet horizontal
separation between each conduit or install multiple conduits with a single duct. An overbore shall not
be more than two (2) inches greater than the diameter of the pipe, encasement, or duct. An overbore
exceeding two (2) inches greater than the diameter of the pipe, encasement, or duct will be
considered if the encroachment agreement includes a statement signed and sealed by a North
Carolina Registered Professional Engineer indicating that an overbore in excess of two (2) inches of
the diameter of the pipe, encasement, or duct will arch and no damage will be done to the pavement
or subgrade. HDPE Pipe installed by directional boring shall not be connected to existing pipe or
fittings for one week from the time of installation to allow tensional stresses to relax.
20. All crossings of state maintained routes shall be by bore only, unless otherwise stated in this
encroachment agreement.
21. Underground utilities may cross perpendicularly but not run longitudinally under the pavement.
22. At points where the utility is placed under existing storm drainage, the trench will be backfilled with
concrete up to the outside diameter of the existing pipe in compliance with NCDOT standards.
E51 -40 -13 -2466 Page 4 of

23. 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 1 for
' the Quality Control Plan submittal. Failing mixes and/or densities are subject to penalties including
monetary payments or removal and replacement.
' 24. Roadway certification reports sealed by a Professional Engineer 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.
' 25. Any existing driveways, pavement, sidewalk, curb and gutter or drainage structures that are damaged
during construction shall be repaired to their original condition.
26. All meter bases and services shall be located/relocated at or as near as possible to the right -of -way
line.
' 27. Pedestals shall be placed a maximum of one foot inside the Right of Way.
28. 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.
29. Hot boxes shall be located outside sight distance triangles and off of the NCDOT Right -of -Way.
' 30. 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.
31. 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
t 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)
1
' E51 -40 -13 -2466
Page 5 of 7

32. 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.
33. 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.
34. 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.
35. 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.
36. 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.
37. 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.
38. All Traffic signs moved shall be reinstalled as soon as possible to meet NCDOT specifications.
39. Strict compliance with the Policies and Procedures for Accommodating Utilities on Highway Right
of Way manual shall be required.
40. 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.
41. All earth areas disturbed shall be regraded and reseeded in accordance with Division of Highways
Standards and Specifications.
42. 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.
43. Excavated material shall not be placed on the roadway at any time.
44. 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 rimes.
E51 -40 -13 -2466 Page 6 of 7

45. 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.
46. 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
inactivity, including, but not limited to, night and weekend hours.
47. 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,
48. No commercial advertising shall be allowed within NCDOT Right of Way.
49. 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.
50. 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.
51. 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.
52. Retaining walls or other vertical structures shall not be permitted inside NCDOT right of way.
E51 -40 -13 -2466 Page 7 of 7

' STATE OF NORTH CAROLINA
ROUTE SR 1009 PROJECT Franklin Hts.W &S Bd COUNTY OF Wake
' DEPARTMENT OF TRANSPORTATI 1 u OF WAY ENCROACHMENT AGREEMENT
SEP 2 0 . I IG
PRIMARY AND SECONDARY HIGHWAYS
-AND-
' Town of Cary
P.O. Box 8005 Cary, NC 27512 -800 v:. toil of Hl hways
Dist. t —Div. 5
THIS AGREEMENT, made and entered into this qto day of QCT 20 3 by and between the Department
' of Transportation, party of the first part; and Town of Cary
party of the second part,
' WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(s) SR 1009 , located within the Town of Cary Omits, beginning at the
intersection of SR 1009 and SR 1423, and extending approximately 740 -LF east of the intersection, along SR 1009.
' with the construction and/or erection of 164nch steel using to be direct bored under SR 1009, as shown on the attached plan
sheet 8 The 586-LF of 8-inch DIP sewer main and three manholes to be installed along the right-of-way of SR 1009 as shown on
the attached plan street 5.
' WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of
the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the
right of way as indicated, subject to the conditions of this agreement
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right
1 and prnilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit
That the installation. operation, and maintenance of the above described facility will be accomplished in accordance with the party of
the first parrs latest POLICIES AND PROCEDURES FOR ACCOMMODATING I FIL mEc ON HIGHWAY alms S—OF- vev and such
' revisions and amendments thereto as maybe in effect at the date of this agreement Information as to these pofa7es and procedures
may be obtained from the Division Engineer or State Utility Agent of the party of the first part.
That the said party of the second part binds and obligates himself to instep and maintain the encroadming facility in such safe and
proper condition that it will not Interfere with or endanger travel upon said highway, nor obstruct nor interfere with time proper maintenance
thereof, to reimburse the party of the Post part for the cost incurred for any repairs or maintenance to its roadways and structures
' necessary due to the installation and eiastence of the facilities of the party of the second part, and it at any time the party of the first part
shall require the removal of or changes in the location of the said facilities. that the said party of the second part binds himself, his
successors and assigns, to promptly remove or after the said facilities, in order to oonform to the said requirement, without any cost to the
party of the first part
That the party of the second part agrees to provide during construction and arty subsequent mahntei rice proper signs, signal lights,
' flagman aril other waming devices for the protection of traffic in confomrance with the latest Manual on Uniform Traffic Control Devices
for Streets and Hhghvwave and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained
from the Division Engineer of the party of the first part.
cam �dam�ag Uaat may arisebyby reason rIndemnify
d� � harmless as encroachment party
the first part from en damages and
' That the party of the SBCcrW part agrees to restore an areas disturbed during Installation and maintenance to the satisfaction of the
Division Engineer of the party of time first part. The party of the second part agrees to exercise every reasonable precaution during
construction and maintenance to prevent eroding of soil, silting or pollution of rivers, streams, lakes, reservoirs, other water
Impoundments, ground surfaces or other property, or pollution of the air. There sham be compliance with applicable rules and regulations
of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and with ordinances
' and regulations of various counties, municipalities and otter official agencies relaWg to pollution prevention and control. When any
installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the second part agrees to
remove and replace the sod or otherwise reestablish the grass cover to meet the satlafedion of the Division Engineer of the party of the
first part
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the
' Division Engineer of the party of the first part
That the party of the second part agrees to have available at the construction ate, at all times during consbuction, a copy of this
agreement showing evklence of approval by the party of the fast part The party of the first part reserves the right to stop all work unless
evidence of approval can be shown.
' Provided the work contained in thbi agreement is being performed on a completed Highway open to trefiiG the party of the second part
agrees to give written notice to the DNision Ergkser of the party of the fast part when an work contained herein has been completed
Unless specifically requested by the party of the fast part, written notice of completion of work on highway projects under construction win
not be required
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part reserves
' the right to stop all work until the facility has been brought into compliance or removed from the right of way at no cost to the party of the
first part
That it Is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein is not
begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the
second part from the party of the first part
' During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as
the' contractor"), agrees as follows:
a. Compliance with Regulations: The contractor shall comply with the Regulations relative to nondisorlinination in Federally-
assisted programs of the U. S. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be
amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and
made a part of this contract.
' b Nondisaiminabon The contractor, with regard to the work performed by it during the contract, shall not discriminate on the
grounds of race. color, or national origin in the selection and retention of subcontractors, including procurements of materials
FORM RAN 16.1 (Rev. July 1, 1977)

and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by
Section 21.5 of the Regulations, including employment practices when the contact covers a program set forth in Appendix B
of the Regulations
a Solicitations for fiWitzIntrimAs. mdudirm Procurements of Materials and Eguipment In all solicitations either by competitive
bidding or negotiation made by the contractor for work to be penforned under a subcontract, including procurements of
materials or leases of equipment, each potential subcontractor or supplier shag be notified by the contractor of the
contracto's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color,
or national origm
d. Information and Reports The contractor shall provide all Information and-reporte requred by the Regulations, or directives
Issued pursuant thereto, and shag permit access to its books. records. accounts. other sources of Information, and its
facilities as may be determined by the Department of Transportation or the Federal Highway Admintstration to be pertinent to
ascertain compliance with such Regulations or directives Where any information required of a contractor is in the exclusive
possession of another who fags or refuses to fumish this Information, the contractor shall so certify to the Department of
the information. or the Federal Highway Administration as appropriate, and shall set forth what efforts t has made to obtain
e. Sanctions for Noncanoliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this
contract the Department of Transportation shall Impose such contract sanctions as it or the Federal Highway Administration
may determine to be appropriate, including, but not limited to.
(1) withholding of payments to the contractor under the contract until the contractor complies, and/or
(2) cancellation, termination or suspension of the contract, in whole or in part
f Incorporation of Provisions: The contractor shall include the provisions of paragraphs *a" through Y in every subcontract,
Including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued
pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department
of Transportation or the Federal Highway Administration may direct as a means of embrclng such provisions including
sanctions for noncompliance: Provided, however, that In the event a contractor becomes involved in, or is threatened with,
litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of
Transportation to enter into such litigation to protect the interests of the State, and, in addition, the contractor may request
the United States to enter into such litigation to protect the IMereste of the United States
R/W (161) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
R/W (161) 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.
A ST OR W E''SnnS:
P.O. Box 8005, Cary, NC 275V-8005
.yc_ t -.
DEPARTMENT OF TRANSPORTATION
IVISION ENGINEER
Tim Bailey, Dire of ingineering, Town of Cary
P.O Box 8005, Cary, NC 27512 -8005
Second Party
When the applicert 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 of8clal, 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, than 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 accompanled, In the forth of an attachment, by plans or drawings showing the following applicable information
1 Ali roadways and ramps.
2. Right of way lines and where applicable, the control of access lines
3 Location of the exisbng and/or proposed encroachment
4 Length, size and type of encroachment
5 Method of installation.
6 Dimensions showing the distance from the encroachment to edge of pavement, shoulders, etc
7 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, eta (To asaist 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.)
8 Drainage structures or bridges if affected by encroachment (show vertical and horhzontal dimensions from
encroachment to nearest part of structure).
9. Method of attachment to drainage structures or bridges
10. Manhole design.
11. On underground utilities, the depth of bury under all traveled lanes, shoulders, ditches, sidewalks, etc.
12. Length. size and type of encasement where required.
13. On underground crossings, notation as to method of crossing - boring and jacking, open at, etc.
14 Location of vents
GENERAL REQUIREMENTS
1. Any attachment to a bridge or other drainage structure must be approved by the Head of Structure Design in Raleigh
prior to submission of encroachment agreement to the Division Engineer.
2. Ali crossings should be as near as possible normal to the oerter in a of the highway.
3. Minimum vertical clearances of overhead woes and cables above all roadways must conform to clearances set out in
the National Electric Safety Code.
4 Encasements shall extend from ditch line to ditch One in cut sections and 5' beyond toe of slopes in fill sections.
5 All vents should be extended to the right of way line or as otherwise required by the DepadmenL
S. All pipe encasements as to material and strength shall meet the standards and specifications of the Department
7 Any special provisions or specifications as to the performance of the work or the mettmod 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
8 The Department's Division Engineer should be given notice by the applicant prior to actual starting of installation
included in this agreement.

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
iI
I
TowN O)f CARY
NORTH CAROLINA
Engineering Department
1871 Town Hall Campus
316 North'Acedemy Street
Cary; N.C. 27513
Tel: [phone]; Fax: [phone]
www.tmnofcary.org
FRANKLIN HEIGHTS WATER AND SEWER EXTENSION
Project Limits - Piney Plains Road to Tryon Road
Project No. SW5017 & WT5017
PROPOSED SITE DATA
wATER
8 hwil DIP 2178 LF 21rrh Bio+rolf Asee+nbly 1
8 Inch DIP --- —BOB LF 8 hch M0ChW kel Jdrd Cep -- 1
8 hiCh WOW Vellg 4 Combination AOr VeNe ALpeMy— 1
8" WON V w— 1 16" Dim 9 1111 nard Pepe — 80 LF.
F8s Hydtmdr e
SEWER
8 Oxh DIP 3382 L.F
4 n 0bL eeaddw — 14
SEWER WATER
tt� � EX 1� W�1ER UNE
1XYONROAD
�g 1.
7RYONROAD
o O o ❑ d o 0 0 ❑ E 11D
°0 c0u °
win
KI d o 0 -
° p
4 es a SNP OB
o � _ � o
Cli
o t a a
,a a°
FRAAtSLaVJZ9017SR0.4D
W FRANXIWHMCWnROAD
0 X11) a111" Q 0
LL O 0 15D 300 6 Q 0 150 300 600
eet ,
Feet
1.1800 F 1:1800
Date
REVISIONS
Cover Sheet Scale: V= INY
Control Datum: NAD 83, NAVD88
Designed By: JAB
Drawn By: TGC
Date: SEPTEMBER 12, 2013
Project Engineer 0
Signature Date SEAL
Town of Cary Internal Control Approval Authors ft Release, By The Town of Cary Engineering Department
Director of Engineering (Check Indicating Type of Plan)
—
Final Drawinga (No Marking) (` (� (ti 0 W Is
carts ieatla, optional: ;R —=
— Preliminary Drawings - Do Not lice For Construk�on SEP 2 6 J I
— Progress Drawing - Do Not Use For Construction - -- - - „t-
— Final Drawing - Not Released For Cor>atn,cdon �_
Signature Date SEAL — Final Drawing - For Review Purposes Only
— Not a CerMW Document as to the Original Document but ONLY as to the Revial”
INDEX OF SHEETS
Sheet No.
Description
01
COVER SHEET
02
GENERAL NOTES
SEWER
03
LINEN & FRANKLIN HEIGHTS ROAD PLAN & PROFILE
04
COWLEY ROAD PLAN & PROFILE
05
TRYON ROAD & REBECCA CIRCLE PLAN & PROFILE
WATER
08
FRANKLIN HEIGHTS ROAD PLAN & PROFILE
07
COWLEY ROAD PLAN & PROFILE
D8
COWLEY ROAD & REBECCA CIRCLE PLAN & PROFILE
09
PEDESTRIAN DETOUR PLAN
10.18
DETAILS
Total Sheets 16
PROPOSED SITE DATA
wATER
8 hwil DIP 2178 LF 21rrh Bio+rolf Asee+nbly 1
8 Inch DIP --- —BOB LF 8 hch M0ChW kel Jdrd Cep -- 1
8 hiCh WOW Vellg 4 Combination AOr VeNe ALpeMy— 1
8" WON V w— 1 16" Dim 9 1111 nard Pepe — 80 LF.
F8s Hydtmdr e
SEWER
8 Oxh DIP 3382 L.F
4 n 0bL eeaddw — 14
SEWER WATER
tt� � EX 1� W�1ER UNE
1XYONROAD
�g 1.
7RYONROAD
o O o ❑ d o 0 0 ❑ E 11D
°0 c0u °
win
KI d o 0 -
° p
4 es a SNP OB
o � _ � o
Cli
o t a a
,a a°
FRAAtSLaVJZ9017SR0.4D
W FRANXIWHMCWnROAD
0 X11) a111" Q 0
LL O 0 15D 300 6 Q 0 150 300 600
eet ,
Feet
1.1800 F 1:1800
Date
REVISIONS
Cover Sheet Scale: V= INY
Control Datum: NAD 83, NAVD88
Designed By: JAB
Drawn By: TGC
Date: SEPTEMBER 12, 2013
Project Engineer 0
Signature Date SEAL
Town of Cary Internal Control Approval Authors ft Release, By The Town of Cary Engineering Department
Director of Engineering (Check Indicating Type of Plan)
—
Final Drawinga (No Marking) (` (� (ti 0 W Is
carts ieatla, optional: ;R —=
— Preliminary Drawings - Do Not lice For Construk�on SEP 2 6 J I
— Progress Drawing - Do Not Use For Construction - -- - - „t-
— Final Drawing - Not Released For Cor>atn,cdon �_
Signature Date SEAL — Final Drawing - For Review Purposes Only
— Not a CerMW Document as to the Original Document but ONLY as to the Revial”

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- PROJECT
1
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NOTE: Channel determined to
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;
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; I
determination NBRRO #09 -178,
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dated November 17,2009.
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STREAM CROSSING MAP
FEET FOR
FRANKLIN HEIGHTS
401/404 APPLICATION
e
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N/F
LANNING, JEFFREY D
\ 2905 COWLEY ROAD
CARY, NC
> > 40 \ PIN 0772 -10 -4044
64 DB 05182
PG 0352
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PERMANENT IMPACT - 0 SF / 0 AC
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BUFFER IMPACT
ZONE 1 IMPACT - 1367.45 SF / 0.031 AC
ZONE 2 IMPACT = 969.44 SF / 0.022 AC
ZONE 3 IMPACT — 3448.40 SF / 0.079 AC
40' 20' 0 40' 80'
SCALE: 1"=40'
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PROPERTY MAP
T N RD
I
I 2
54 53 52 51 50 1 I
4
3 I 6
43
29 27 5 I 55
I
I 8
y31 ' 25 23 7 9
? L REBEC 56
- - - C CIR
10
32 - -
44
a 30 28 26 24 I 11
22 I
12 STREAM
41 � CROSSING
0
45 40 21 /
38 34 .� 35 36 13
�
TS /
46 R - - - -- / 14 \\
\ 57
47
42 39 37 33 \\
48 16
49 18 19 20 15 58
COWLEY R 17 59
PROPERTY MAP
0 250 500 FOR
FEET FRANKLIN HEIGHTS
401/404 APPLICATION

Item A 3 b and Item B 1 a ATTACHMENT B
Property and Ownership Information Sheet
Franklin Heights Water and Sewer Extension Project
ITEM
PROPERTY LOCATION
PIN
PROPERTY OWNER
MAIL ADDRESS 1
MAIL ADDRESS Z
DEED BOOK
PAGE
1
2700 COWLEY RD
772363297
HUNT, JEAN P
7 DIXIE TRL
RALEIGH NC 27607 - 7042
8009
206
2
2701 COWLEY RD
772366323
KIDD, ROBY & LOLA MAE H JR
PO BOX 446
RAMSEUR NC 273164)446
1609
370
3
2704 COWLEY RD
772363162
MARSHALL, ALICE
2704 COWLEY RD
CARY NC 27518 -9423
4258
637
4
2705 COWLEY RD
772366129
SUTTON, BONNIE H
2705 COWLEY RD
CARY NC 27518- 9424
06 -E-
2510
5
2708 COWLEY RD
772363053
EASTRIDGE, ALLEN R & PATRICIA L
2717 COWLEY RD
CARY NC 27518 - 9424
6833
1 87
6
2709 COWLEY RD
772366120
WEATHERSPOON, JAMES S JR
1205 DAVIS DRIVE
APEX NC 275238227
11730
1561
7
2712 COWLEY RD
772354809
WARD, DENNIS W & PEGGY J
2712 COWLEY RD
CARY NC 27518 - 9423
4310
510
8
2713 COWLEY RD
772356939
HARRIS, SALLIE L
2713 COWLEY RD
CARY NC 27518.9424
1715
123
9
2717 COWLEY RD
772356837
EASTRIDGE, ALLEN R & PATRICIA L
2717 COWLEY RD
CARY NC 27518 - 9424
8440
1344
10
2721 COWLEY RD
772356737
JOHNSON, BETH H
5725 MANOR PLANTATION DR
RALEIGH NC 276037481
14729
2634
11
2801 COWLEY RD
772356647
ROBINSON, EDWIN S & LINDA S
2801 COWLEY RD
CARY NC 27518 -9426
2829
1 575
12
2805 COWLEY RD
772356545
TANBUSCH, WILLIAM M & MARY JO
2805 COWLEY RD
CARY NC 27518 -9426
10638
1210
13
2809 COWLEY RD
772355490
ALBA, LORENA
2809 COWLEY RD
CARY NC 27518 -9426
13717
2578
14
2817 COWLEY RD
772355234
LEONARD, DAVID E & COLLEEN S
2817 COWLEY RD
CARY NC 27518 -9426
12467
1829
15
2904'COWLEY RD
772341975
MASON, DONALD E
2904 COWLEY RD
CARY NC 27518 -9427
13809
2231
16
2905 COWLEY RD
772354044
LANNING, JEFFREY D
2905 COWLEY RD
CARY NC 27518 -9428
5182
352
17
2909 COWLEY RD
772344931
ROMANOWSKI, STANLEY J & GRETCHEN S
2909 COWLEY RD
CARY NC 27518 -9428
13097
2029
18
3004 COWLEY RD
772246975
WILSON, HAROLD D JR & MARTHA S
2913 PINEY PLAINS RD
CARY NC 27518-6879
13744
74
19
3008 COWLEY RD
772248966
CHAPPELL, JACK W & DONNA B
3008 COWLEY RD
CARY NC 27518 -9429
2532
130
20
3012 COWLEY RD
772340965
MASON, DONALD E & GERALDINE J
2904 COWLEY RD
CARY NC 27518 - 9427
8387
1670
21
0 COWLEY RD
772353457
ROMERO, GABRIEL 0
6804 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
12530
556
22
6801 REBECCA CIR
772354622
TRULL, MICHAEL W & SANDRA A
7905 SENTER FARM RD
APEX NC 27539 -7423
14679
2191
23
6804 REBECCA CIR
772352879
EASTRIDGE, ALLEN R & PATRICIA L
2717 COWLEY RD
CARY NC 27518 -9424
7099
230
24
6805 REBECCA CIR
772353616
NGUYEN, LIEU T
6805 REBECCA CIR
CARY NC 27518.6843
15051
723
25
6808 REBECCA CIR
772351952
EASTRIDGE, ALLEN
2717 COWLEY RD
CARY NC 27518 - 9424
8660
1594
26
6609 REBECCA CIR
772352616
STEDMAN, DELORES W
6809 REBECCA CIR
CARY NC 27518-6843
9177
685
27
6812 REBECCA CIR
772361026
SMELTZER, JEREMY J & KRISTIE D
6812 REBECCA CIR
CARY NC 275186842
9440
2210
28
6813 REBECCA CIR
772351618
WILLIAMS, JOEL LAWSON II
107 CREST RD
CARY NC 27513-4321
8737
2257
29
6816 REBECCA CIR
772269075
EDWARDS, CLARENCE G & CATHERINE S
568 ATKINS RD
FUQUAY VARINA NC 275266745
9392
2370
30
6817 REBECCA CIR
772350609
CARD, RACHEL S
6817 REBECCA CIR
CARY NC 275186843
8808
772
31
6820 REBECCA CIR
772258986
CREEKMORE, WILLIE G & LOUISE R
1724 OLD US 64 HWY
SPRING HOPE NC 27882 -7518
1715
136
32
6821 REBECCA CIR
772258775
MCCONNELL, JUDITH J & MCCONNELL, KIM L
6821 REBECCA CIR
CARY NC 27518-6843
14400
841
33
16801 FRANKLIN HEIGHTS RD
772352153
SHEARIN, ROSE W
6801 FRANKLIN HEIGHTS RD
CARY NC 27518 -9432
OBE-
720
34
RANKLIN HEIGHTS RD
772350492
ROMERO, GABRIEL 0
6804 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
12530
556
35
NKLIN HEIGHTS RD
772352401
ROMERO, GABRIEL 0
6804 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
12530
556
36
NKLIN HEIGHTS RD
P6812
772353323
ROMERO, GABRIEL 0
6804 FRANKLIN HEIGHTS RD
CARY NC 27518 -9431
12530
5%
37
RANKLIN HEIGHTS RD
772259194
ROUSE, ZEBULON W
6809 FRANKLIN HEIGHTS RD
CARY NC 27518 -9432
11540
1174
38
RANKLIN HEIGHTS RD
772259472
THOMSON, DOUGLAS K
6812 FRANKLIN HEIGHTS RD
CARY NC 275169431
9641
2747
39
6813 FRANKLIN HEIGHTS RD
772258155
WHITT, COREY J & MCMAHON, KERRI A
6813 FRANKLIN HEIGHTS RD
CARY NC 275169432
15137
834
40
6816 FRANKLIN HEIGHTS RD
772258474
CAPPS, GAYLE M BROWND
7204 HALSTEAD LN
RALEIGH NC 276131605
2704
544
41
6820 FRANKLIN HEIGHTS RD
772257476
WOODALL, KEVIN M & CASEY
6820 FRANKLIN HEIGHTS RD
CARY NC 275169431
11539
754
42
6821 FRANKLIN HEIGHTS RD
772257113
STINES, BILLY & STINE, JUDY & RUSSELL, JOY
605 DENESE CIR
ERWIN NC 28339 -9639
14804
1964
43
2709 PINEY PLAINS RD
772267062
TRENDMARK INC
PO BOX 5712
CARY NC 275125712
12965
1778
44
2801 PINEY PLAINS RD
772256782
PINEY PLAINS CHRISTIAN CHURCH
2801 PINEY PLAINS RD
CARY NC 27518.6877
1429
138
45
2817 PINEY PLAINS RD
772256423
HAYES, BARBARA V
2817 PINEY PLAINS RD
CARY NC 27518-6877
2854
360
46
2901 PINEY PLAINS RD
772256244
WOOD, WILLIAM A & JEAN H
2901 PINEY PLAINS RD
CARY NC 275186879
1590
111
47
2905 PINEY PLAINS RD
772255166
STINES, BILLY & STINE, JUDY & RUSSELL, JOY
605 DENESE CIR
ERWIN NC 28339 -9639
14804
1964
48
2909 PINEY PLAINS RD
772255056
FU, SAN HO & KAN LIN
2909 PINEY PLAINS RD
CARY NC 27518-6879
15354
236
49
2913 PINEY PLAINS RD
772245905
WILSON, HAROLD D JR & MARTHA S
2913 PINEY PLAINS RD
CARY NC 27518-6879
13744
74
50
6221 TRYON RD
772362286
MCCLYMONDS, MATHEW R & CONSTANCE G
6229 TRYON RD
CARY NC 275167047
12135
1653
51
6229 TRYON RD
772361284
MCCLYMONDS, MATTHEW R
6229 TRYON RD
CARY NC 275167047
4311
943
52
6239 TRYON RD
772360274
REILLY, NORMAN
122 TRAPPERS RUN DR
CARY NC 27513-4901
15036
1319
53
6251 TRYON RD
772269263
WOOD, LARRY A
6251 TRYON RD
CARY NC 275167047
4801
452
54
6263 TRYON RD
772268241
LE, THAO CAM
2109 AVENT FERRY RD
STE 110
RALEIGH NC 276062137
10497
2567
55
0 TRYON RD
772368228
FRANKLIN, E RUFFIN & SANDRA P
3408 DOWNEY CT
RALEIGH NC 27612 - 5034
4487
874
56
6101 TRYON RD
772460214
CARY TOWN OF
PO BOX 8005
CARY NC 27512 -8005
6166
679
57
118 JERSEY RIDGE RD
772357232
CARY TOWN OF
PO BOX 8005
CARY NC 27512 -6005
BM7996
1042
58
0 CRICKETFIELD LN
772357040
COVENTRY OF CARY HOA, INC
CHARLESTON MGT CORP
PO BOX 97243
RALEIGH NC 27624 - 7243
6803
480
59
0 SE CARY PKWY 1
772346645 ICARY
TOWN OF
PO BOX 8005 1
CARY NC 27512-6005 1
6803
475
IA'F pMrkVDWM0IECTS(C4 )IS..e W5017- FrvJb,Wm-Bm ft&Er —dv USACE P�ndMmclm Vm ,.b Up

SECTION 01000
DEFINITIONS, ABBREVIATIONS and REFERENCE STANDARDS
(Revised 01- 04 -02)
PART 1 - DEFINITIONS
A. EASEMENT — An interest in land owned by another that entitles its holder
to a specific use.
B. INVERT - The lowest point in the internal cross section of a pipe or other
culvert.
C. RIGHT OF WAY - The area that encompasses public streets, sidewalks
and utility strips.
D. SUBGRADE - That portion of the roadbed prepared as a foundation for
the pavement structure.
PART 2 - ABBREVIATIONS
A. Following is a partial list of abbreviations that may appear in the
specifications, and their definitions.
B. A.B.S. Acrylonitrile Butadiene Styrene
C. A.F.F. Above Finished Floor
D. AWG American Wire Gauge
E. BHP Brake Horsepower
F. °C Degrees Centigrade
G. cy or cu. yd. Cubic Yard DEC - 4 2013
w° N . WATER vALM
H. DIP Ductile Iron Pipe Bran
I. OF Degrees Fahrenheit
J. ft. foot
K. gpd gallons per day
L. gpm gallons per minute
Project No. SW5017 & WT5017 01000 -1 Franklin Heights Water & Sewer
Extension Project

M. HP Horsepower
N. ID internal diameter
0. in. Inches
P. Ibs. Pounds
Q. MSL mean sea level
R. 0. C. on center
S. OD outside diameter
T. OSHA Occupational Safety and Health Act
U. oz. Ounce
V. P. C.
point of curvature
W. P.E.
Professional Engineer, registered in North Carolina
X. P.L.S.
Professional Land Surveyor, registered in North Carolina
Y. ppm
parts per million
Z. psi pounds per square inch
AA. P.T.
point of tangency
BB. PVC
polyvinyl chloride
CC. P.M.C.
point of curvature on vertical curve
DD. P.V.T.
point of tangency on vertical curve
EE. Qmax
maximum discharge
FF.Qmin
minimum discharge
GG. RH relative humidity
HH. sec. Second
II. sq. ft. square feet
JJ. sq. yd. square yard
Project No. SW5017 & W x5017 01000 -2 Franklin Heights Water & Sewer
Extension Project

KK. TDH Total Dynamic Head
' LL. VAC volts o is (alternating current)
' MM. VDC volts (direct current)
' PART 3 — REFERENCE STANDARDS
' A. All materials, products and procedures incorporated into the work shall be
in strict accordance with the following codes, standards and specifications.
Wherever reference is made to any published standard, code or standard
specification, it shall mean the latest edition in effect at the invitation for
bids.
B. American Association of State Highway- and Transportation Officials
' (AASHTO)
C. American National Standards Institute (ANSI)
D. American Society of Testing and Materials (ASTM)
rE. American Water Works Association (AMA)
F. Ductile Iron Pipe Research Association (DIPRA)
G. Manual on Uniform Traffic Control Devices for Streets and Highways, as
' prepared by the National Advisory Committee on Uniform Traffic Control
Devices (MUTCD)
' H. North Carolina Department of Transportation ( NCDOT) Standard
Specifications - may be obtained from NCDOT Design Services Unit —
Manual Distribution, P.O. Box 25201, Raleigh, NC 27611, phone 919-
' 250 -4128.
I. North Carolina Department of Environment and Natural Resources
' (NCDENR)
J. National Electrical Code (NEC)
K. National Electrical Manufacturers Association NEMA
' L. Natural Resources Conservation Service (NRCS)
M. Occupational Safety and Health Act (OSHA)
Project No. SW5017 & WT5017 01000 -3 Franklin Heights Water & Sewer
' Extension Project

N. Town of Cary (TOC) Standard Specifications and Details - may be
obtained from the office of the Engineering Director, Town of Cary
Engineering Department, P.O. Box 8005, 316 N. Academy Street, Cary
N.C., 27513. Where TOC standard specifications exceed NCDOT
standards, the TOC standard specification shall apply.
0. Underwriters Laboratories, Inc. (UL)
END OF SECTION 01000
Project No. SW5017 & WT5017 01000 -4 Franklin Heights Water & Sewer
Extension Project

SECTION 02000
' SUBMITTALS
(Revised 1 -8 -02)
IPART 1 — SUBMITTALS
A. General Submittal Reauirements
i. Submittals shall meet the requirements of the General Conditions and
' Supplementary Conditions.
ii. The Contractor shall transmit submittals in sufficient time to allow
' thorough review by the Engineer.
iii. Submittals shall be accompanied by a letter of transmittal containing the
' date, project name, Contractor's name, supplier, manufacturer, number
and title of submittal, notification of exceptions and /or deviations from the
Contract requirements, and any other pertinent data to facilitate review.
iv. The Contractor shall thoroughly check all submittals for accuracy and
conformance to the intent of the Contract Documents, and make any
necessary changes, prior to submitting them to the Engineer. All
submittals shall bear the Contractor's certification stating that they have
been so checked. This certification shall include the following
statement: "By this Submittal, I hereby represent that I have
determined and verified all field measurements, field construction
criteria, materials, dimensions, catalog numbers, and similar data
' and I have checked and coordinated each item with other applicable
approved shop drawings and all contract requirements."
SUBMITTALS WITHOUT THE CONTRACTOR'S CERTIFICATION
' WILL BE RETURNED TO THE CONTRACTOR WITHOUT REVIEW.
v. No material shall be ordered, fabricated or shipped or any work
' performed until the Engineer returns the required submittal to the
Contractor with, satisfactory review indicated.
' vi. The Engineer's review of the Contractor's submittals shall in no way
relieve the Contractor of any responsibility under the Contract. An
acceptance of a submittal shall be interpreted to mean that the Engineer
' has no specific objections to the submitted material, subject to
conformance with the Contract Documents.
' B. Shop Drawings
Project No. SW5017 & WT5017 02000 -1 Franklin Heights Water & Sewer
' Extension Project

L The Contractor shall submit to the Engineer for review shop drawings for
all fabricated work and for all manufactured items for which shop
drawings are required elsewhere in the project manual.
ii. Where manufacturer's publications in the form of catalogs, brochures,
illustrations or other data sheets are submitted, items for which approval
is requested shall be shall be specifically indicated. Submittals showing
only general information shall not be acceptable.
iii. Within ten (10) days after notice to proceed, the contractor shall submit
three (3) copies of his preliminary schedule of shop drawing submittals to
the Engineer for approval.
C. Layout and Installation Drawings
The Contractor shall submit to the Engineer for review layout and
installation drawings for all pipes, valves, fittings, sewers, manholes,
electrical, conduits, etc. to be provided under this contract.
ii. Within ten (10) days after notice to proceed, the contractor shall submit
three (3) copies of his preliminary schedule of layout and installation
drawing submittals to the Engineer for approval.
PART 2 — OTHER REQUIREMENTS
A. Progress Schedule
L The Contractor shall submit three (3) copies of its proposed progress
schedule to the Engineer for review and approval, in accordance with the
General Conditions.
ii. Progress schedule shall be updated monthly, with three (3) copies
submitted to the Engineer with the application for payment. The
Engineer may withhold progress payments until such time as the
schedule or revised schedule is received.
iii. Progress schedule shall be prepared in the form of a horizontal bar chart
showing in detail the proposed sequence of work. Schedule shall be
time scaled showing start and completion dates for each stage of the
work. The schedule shall account for all subcontractors. The schedule
shall provide for proper sequence of construction considering various
crafts, purchasing time, submittal review, material delivery, equipment
fabrication and similar time - consuming factors. The schedule shall show
as a minimum, earliest starting earliest completion, latest starting, latest
completion, and total float for each task or item.
Project No. SW5017 & WT5017 02000 -2 Franklin Heights Water & Sewer
Extension Project

B. List of Subcontractors
i. The Contractor shall submit to the Engineer for review, prior to the
preconstruction conference, a listing of all subcontractors. This submittal
shall include a description of the work to be performed by each
subcontractor, the estimated value of such work, and the subcontractor's
experience performing similar work.
END OF SECTION 02000
Project No. SW5017 & WT5017 02000 -3 Franklin Heights Water & Sewer
Extension Project

SECTION 03000
CLEARING AND GRUBBING
(Revised 1 -9 -02)
PART 1 - GENERAL
A. The Contractor shall furnish all labor, equipment, materials, tools, etc. and
shall perform all clearing and grubbing of trees, down timber, logs, snags,
brush undergrowth, heavy growth of grass or weeds, debris, and rubbish,
etc. All such material shall be disposed of by burning (when permitted),
suitable removal from the site, or other means acceptable to the Engineer.
' B. The width of clearing for the project shall be limited to the right of way and
temporary and permanent easements as noted on the drawings. The entire
width of the permanent easement is to be cleared unless otherwise
' indicated by clearing limits noted on the drawings. Clearing and grubbing
shall be conducted in a manner to prevent damage to vegetation that is
intended to remain growing and also to prevent damage to adjacent
' property.
C. The Engineer will designate all areas of growth or individual trees inside the
' clearing limits, which are to be preserved due to their desirability. The trees
to be preserved will be shown in the Contract Documents or designated by
the Engineer.
D. All spoil materials that are removed by clearing and grubbing operations
shall be adequately disposed of, removed from the site or burned if
' permitted by the appropriate authorities. The contractor shall be responsible
for controlling fires in compliance with all Federal, State or local laws.
E. All work performed under this section shall cause a minimum of erosion and
sediment pollution as outlined in Section 16000. Installation of temporary or
permanent erosion control measures shall occur immediately after clearing
and grubbing operations have begun or as directed by the Engineer.
PART 2 - PAYMENT
A. Basis of Payment: Payment for "Clearing and Grubbing" shall be at the unit
price per area basis or lump sum as indicated on the Itemized Proposal. If
no line item is provided for clearing and grubbing, it shall be considered
incidental to the project.
END OF SECTION 03000
Project No. SW5017 & WT5017 03000 -1 Franklin Heights Water & Sewer
Extension Project

SECTION 04000
EARTHWORK
(Revised 1 -9 -02)
PART 1 - GENERAL
A. The work covered by this section consists of the excavation, placement, and
compaction or satisfactory disposal of all materials encountered within the
limits of the work necessary for the construction of the project in conformity
' with the lines, grades, and cross sections shown on the plans or established
by the Engineer.
I B. The Contractor shall fill areas that settle unevenly during the course of
construction at no additional cost to the Owner.
PART 2 - UNCLASSIFIED EXCAVATION
A. All material excavated in order to achieve the site lines, grades, and cross
sections shown on the plans shall be classified as Unclassified Excavation.
B. Should hard rock be encountered requiring blasting for removal, a written
' PERMIT FOR BLASTING must be obtained, for a fee, from the Cary Fire
Department or the appropriate jurisdiction a MINIMUM of 24 hours before
any explosive material or blasting agents are transported into the Corporate
Limits of Cary. This work shall be included in the unit price of "Unclassified
Excavation."
C. Whenever encountered during work, remove any trash and non - natural
debris. Remove all roots and pieces of wood or debris larger than three (3)
inches in diameter.
' D. All suitable material removed in the excavation shall be used as far as
practicable in the formation of embankments, subgrades, and shoulders,
' and at such other places as may be indicated on the plans or directed by the
Engineer. Unsuitable material and excess excavated material not required
for construction of embankments shall be properly disposed of offsite at no
' additional cost to the Owner.
E. The intersection of slopes with natural ground surfaces, including the
beginning and ending of cut slopes, shall be uniformly rounded as shown on
the plans or as may be directed by the Engineer. Concurrent with the
excavation of cuts, the Contractor shall construct intercepting berm ditches
' or earth berms along and on top of the cut slopes at locations shown on the
plans or designated by the Engineer. All slopes shall be finished to
reasonably uniform surfaces acceptable for seeding and mulching
Project No. SW5017 & WT5017 04000 -1 Franklin Heights Water & Sewer
Extension Project

operations. All protruding roots and other objectionable vegetation shall be
removed from slopes.
F. The Contractor shall, as directed by the Engineer, cut off and plug all private
utility lines, and remove all underground tanks encountered within the right
of way or construction limits during construction in accordance with State
requirements. This work shall be included in the unit price of "Unclassified
Excavation."
G. When the Contractor's excavation operations encounter graves, the
operations shall be temporarily discontinued in the vicinity of the graves and
not resumed until so directed by the Engineer.
H. When the Contractor's excavation operations encounter artifacts of historical
or archeological significance, the operations shall be temporarily
discontinued in the vicinity of the artifacts and not resumed until so directed
by the Engineer. Disposition of the artifacts shall be in accordance with the
requirements of the State Division of Archives and History.
I. A tolerance of plus or minus 0.10 foot from the established grade will be
permitted in the roadbed after it has been graded to a uniform surface.
J. The Contractor shall be responsible during construction and until final
acceptance for the maintenance of all work covered by this section.
K. During construction and until final acceptance, the Contractor shall shape
the excavated surface to provide for the drainage of surface runoff along
and throughout the length of the cut, shall construct temporary ditches, and
use any other methods necessary to maintain the work covered by this
section so that the work will not contribute to excessive soil erosion.
L. As much as practicable, the Contractor shall perform the work covered by
this subsection and the construction of embankments in such a manner that
cut and fill slopes will be completed to final slopes and grade in a continuous
operation. The operation of removing excavation material from any cut and
the placement of embankment in any fill shall be a continuous operation to
completion unless otherwise permitted by the Engineer.
M. If grading operations are suspended for any reason whatsoever, partially
completed cut and fill slopes shall be brought to the required slope and the
work of seeding and mulching or other required erosion control operations
shall be performed.
N. Basis of Payment:
L The quantity of excavation to be paid for will be the actual number of
cubic yards of excavation, as computed by the prismatic method based
Project No. SW5017 & WT5017 04000 -2 Franklin Heights Water & Sewer
Extension Project

upon the plan cross sections, which have been acceptably excavated in
accordance with the Contract Documents. Shrinkage factors shall not be
used in calculating excavation quantities. The Contractor will have the
option of providing a set of original cross sections to the Engineer for
approval prior to the commencement of grading operations. The cross
sections must be plotted to the same scale and using the same baseline
and stationing as those provided with the bid documents. If the
Contractor commences work without having a set of existing cross
sections approved by the Engineer, the Contractor accepts the accuracy
of the existing cross section information provided with the bid
documents. At the Engineer's option, final cross sections may be
performed to determine if actual grading quantities are less than plan
quantities. Payments will not be made for excavation in excess of that
shown on the plan cross sections unless authorized by change order.
The approved quantity of excavation will be paid for at the contract unit
price per cubic yard for "Unclassified Excavation" as set forth on the
Itemized Proposal in the Contract Documents.
The above prices and payments will be full compensation for all work
covered by this subsection, including but not limited to excavation,
blasting, hauling or re- hauling anywhere along the project, storing
anywhere along the project, removal and disposal of undesirable and
excess material, removal of sidewalk, driveways a
, and curb and gutter, the cutting off, plugging, and
removal of utility and storm drainage lines and underground tanks, any
backfilling required, and maintaining the work.
PART 4 - EMBANKMENT
A. The work covered by this subsection consists of placing in embankments,
backfills, and earth berms, suitable material excavated as previously
described by these specifications in conformity with the lines, grades, and
typical cross sections shown on the plans or established by the Engineer. It
shall include the preparation of the areas upon which the embankment is to
be constructed; the formation, compaction, stability, and maintenance of the
embankment.
B. Before embankment construction is begun, all vegetation, debris,
deleterious and unsuitable material shall be removed from the area within
the limits of the embankment. Upon completion of clearing and stripping,
the subgrade area to receive embankment shall be uniformly proofrolled
under the observation of the Engineer. Proofrolling shall be accomplished
using a loaded dump truck or similar pneumatic -tired equipment of a
minimum ten (10) ton static weight making at least four (4) passes over each
area. Any areas, which pump or deflect under proofrolling or are otherwise
deemed unsuitable by the Engineer shall be stabilized or bridged as directed
by the Engineer. Should such stabilization become necessary, the amount
Project No. SW5017 & WT5017 04000 -3 Franklin Heights Water & Sewer
Extension Project

of compensation due the Contractor for such work shall be a fair market
value for these services, which shall be mutually agreeable to the Contractor
and Owner prior to the execution of such work.
C. Embankment material and backfill material shall consist of clean, readily
compactible earthen material with a maximum particle size of two (2) inches.
Embankment material shall be free from debris, organic matter, frozen or
deleterious material, and shall be approved for use by the Owner.
D. The embankment material shall be deposited and spread in successive,
uniform, approximately horizontal layers of not more than eight (8) inches in
depth, loose measurement, for the full width of the cross section, and shall
be kept approximately level by the use of effective spreading equipment.
Each layer of the embankment shall be thoroughly compacted as hereinafter
specified. Hauling shall be distributed over the full width of the
embankment, and in no case will deep ruts be allowed to form during the
construction of the embankment. The embankment shall be properly
drained at all times.
E. All embankment material shall be compacted as specified herein unless
otherwise provided in the contract or directed by the Engineer. Compaction
equipment used by the Contractor shall be adequate to produce the required
compaction and produce a uniformly constructed embankment with all
layers uniformly bound to all preceding layers.
F. The embankment material shall be compacted to at least 95% of the
maximum dry density obtained by compacting a sample of the material in
accordance with ASTM D -698, except for the upper one foot of subbase
below pavement base, which shall be compacted to at least 100% of the
maximum dry density obtained by compacting a sample in accordance with
ASTM D -698. Embankment materials shall be compacted at a moisture
content satisfactory to the Engineer, which shall be approximately that
required to produce the maximum dry density. The Contractor shall dry or
add moisture to the embankment material when required to provide a
uniformly compacted and stable embankment.
G. Backfill materials placed around and over pipe culverts, box culverts, and
arch culverts, and embankment materials placed around other structures,
shall be clean select material. The material shall be placed and compacted
in a manner, which will avoid unbalanced loading and will not produce
undue stress on the structure. Such embankments shall be placed in loose
layers not to exceed six (6) inches in depth and each layer shall be
thoroughly compacted as hereinafter specified. All pipe culverts, box
culverts, and arch culverts, after being backfilled as specified in this
subsection, shall be protected by a three (3) foot cover of fill at any time that
heavy hauling equipment is permitted to cross during construction of the
roadway. Any damage or displacement to culverts or other structures due to
Project No. SW5017 & WT5017 04000 -4 Franklin Heights Water & Sewer
Extension Project

the Contractors operation shall be corrected or repaired by the Contractor
' prior to final acceptance at no cost to the Owner.
H. The Contractor shall be responsible during construction and until final
acceptance for the maintenance of all embankments made under the
contract.
' I. During construction and until final acceptance, the Contractor shall construct
temporary or permanent earth berms along the outer edges of the top
surface of the embankment, construct temporary ditches, shape the
' embankment surface to provide for the drainage of surface runoff along and
throughout the length of the embankments, and use any other methods
necessary to maintain the work covered by this section so that the work will
' not contribute to excessive soil erosion.
J. The contractor shall replace, at no cost to the Owner, any portion of
embankments, which have become displaced or damaged due to
carelessness or neglect on the part of the Contractor. Where the work has
been properly constructed, completely drained, and properly maintained,
' and damage occurs due to natural causes, the Contractor will be paid at the
contract unit price for the excavated material required to make necessary
repairs to such damage. Measurements of quantities must be performed
' and approved prior to commencement of work.
K. All embankments shall be brought to the grade and cross section shown on
' the plans, or established by the Engineer, prior to final inspection and
acceptance by the Engineer. -
L. Basis of Pavment:
i. The quantity of embankment shall be determined from proposed plan
' cross sections using the prismatic method. Shrinkage factors shall not
be used in calculating embankment quantities. There will be no separate
payment for embankment. The price for placement of embankment shall
' be included in the contract price for "Unclassified Excavation" and
"Borrow Excavation." This price and payment will be full compensation
for all work covered by this section, including but not limited to
' constructing all embankments necessary to achieve the lines, grades,
and cross sections indicated on the plans, backfilling of utilities,
appurtenances, miscellaneous structures required, and maintaining the
' work.
PART 5 - UNDERCUT EXCAVATION
' A. The work covered by this subsection consists of the excavation, placement,
and compaction and /or satisfactory disposal of materials removed from a
' location below the finished graded cross section.
Project No. SW5017 & WT5017 04000 -5 Franklin Heights Water & Sewer
' Extension Project

B. When the Engineer determines that the
undesirable in their location or condition, the
Contractor to remove this undesirable materia
material properly compacted.
natural soil materials are
Engineer may require the ,
I and backfill with approved
C. Where undercutting is required adjacent to or beneath the location of a
proposed drainage structure, undercut and backfill shall be done over a
sufficient distance adjacent to the installation to prevent future operations
from disturbing the completed drainage structure.
D. All materials removed in the work of undercut excavation will be classified by
the Engineer as either suitable for use without excessive manipulation and
utilized by the Contractor elsewhere in the work, or unsuitable for further use
and disposed of by the Contractor as directed by the Engineer.
E. The Contractor shall conduct undercut operations in such a way that the
Engineer can take the necessary measurements before any backfill is
placed.
F. Backfill in undercut areas shall be placed as a continuous operation along
with the undercutting operation. Backfill material shall not be placed in
water unless otherwise permitted by the Engineer.
G. All materials which the Contractor has been directed to excavate from a
location below the finished graded cross section will be classified as
undercut excavation and will be measured separately.
H. Basis of Payment:
L The quantity of material excavated in accordance with this subsection
shall be paid for at the Contract unit price per cubic yard for "Undercut
Excavation" as indicated in the Itemized Proposal. This payment shall
be full compensation for all work covered by this section, including but
not limited to excavation, removal of undesirable material, disposal of
materials, backfilling with suitable material and maintaining the work.
PART 6 - BORROW EXCAVATION
A. The work covered by this subsection consists of the excavation of approved
material from borrow sources and the hauling and placing of this material as
required on the plans or as directed by the Engineer. It shall also include
the satisfactory disposal of any material from the borrow source which is not
suitable for use. All work covered by this subsection shall be in accordance
with Section 230 of the latest version of the NCDOT "Standard
Specifications for Roads and Structures."
Project No. SW5017 & WT5017 04000 -6 Franklin Heights Water & Sewer
Extension Project

B. Basis of Pavment:
i. The quantity of borrow to be paid for will be the actual number of cubic
yards of borrow, as computed by the prismatic method based upon the
plan cross sections, which have been acceptably placed in accordance
with the Contract Documents. Shrinkage factors shall not be used in
calculating quantities. Payment will not be made for borrow placed in
excess of that shown on the plan cross sections unless authorized by
change order. The approved quantity of borrow excavation will be paid
for at the contract unit price for "Borrow Excavation" as indicated in the
Itemized Proposal in the Contract Documents.
END OF SECTION 04000
Project No. SW5017 & WT5017 04000 -7 Franklin Heights Water & Sewer
Extension Project

SECTION 05000
ASPHALT CONCRETE
(Revised 1 -9 -02)
1 PART 1 - GENERAL
' A. The work covered by this section consists of the installation and /or removal
of aggregate base course, asphalt concrete surface course, asphalt
concrete intermediate course, asphalt concrete base course, asphalt tack
' coat, asphalt prime coat, Geotextile Interlayer, Asphalt Surface Treatments,
and utility adjustments.
B. No base material shall be placed on a roadway until the storm sewer,
subgrade, utilities and all appurtenances have been inspected and approved
by the Inspector.
' C. The latest revision of the "Standard Specifications for Roads and Structures"
of the North Carolina Department of Transportation ( NCDOT) shall apply to
' this project unless otherwise specified herein.
D. Before the asphalt surface course is placed on the road, the aggregate base
' course shall be inspected and approved by the Inspector.
PART 2 - MATERIALS
' A. Aggregate Base Course:
' i. This base course shall consist of an approved coarse aggregate
produced in accordance with Section 520 in the NCDOT "Standard
Specifications for Roads and Structures." All materials, construction
' requirements and other provisions in Section 520 shall apply. The
subgrade for the coarse aggregate base course shall be constructed in
accordance with the requirements of these Specifications.
ii. The subgrade shall be thoroughly g oroug y compacted and constructed to the line,
grade, and cross section on the plans or as directed by the Engineer.
' Before placing the base course, the subgrade shall be inspected and
approved by the Inspector, and backfilling behind the curb shall be
' complete.
iii. The base course material shall be placed in lifts not to exceed eight (8)
' inches. Each layer shall be graded to the required section and
compacted to at least one hundred percent (100 %) of the density as
determined by AASHTO T180. The base material shall be compacted at
' a moisture content which is approximately that required to produce the
maximum density.
Project No. SW5017 & WT5017 05000 -1 Franklin Heights Water & Sewer
' Extension Project

iv. After final shaping and compacting, the Inspector will check the surface
of the base for conformance to grade and typical section. The thickness
of the base shall be within a tolerance of plus or minus 1/2 inch of the
base thickness required by the plans.
v. Basis of Payment: Payment will be made under the contract unit price
bid per square yard at the specified thickness for the actual amount of
"Aggregate Base Course" used to construct the roadway base to the line,
grade, and cross section indicated on the plans. The price of aggregate
base course installed under curb and gutter shall be included in the price
per linear foot for Curb and Gutter.
B. Superpave - Asphalt Concrete Surface Course: Tvge S 4.75 A. SF 9.5 B.
S 9.5 A. S 9.5 B. S 9.5 C. S 12.5 B. S 12.5 C. & S 12.5 D:
L The Superpave surface course shall be Asphalt Concrete Surface
Course, Type S 4.75 A, SF 9.5 S, S 9.5 A, S 9.5 B, S 9.5 C, S 12.5 B, S
12.5 C, or S 12.5 D shall be produced, delivered, placed, tested,
compacted, and accepted in accordance with Sections 609 and 610 of
the most current version of the NCDOT "Standard Specifications for
Roads and Structures."
ii. Sections of the newly finished pavement shall be protected from traffic
until they have become properly hardened. Finished surfaces of the
base shall be checked with a 10 -foot straightedge, applied parallel to the
center of the pavement, and any places that vary more than one - eighth
(1/8) of an inch as measured from the bottom of the straightedge to the
finished course shall be corrected.
C. Superpave - Asphalt Concrete Intermediate Course: Tvge 1 19.0 B. 1 19.0 C,
&119.0 D:
L The Superpave intermediate course shall be Asphalt Concrete
Intermediate Course, Type 1 19.0 B, 1 19.0 C, or 1 19.0 D shall be
produced, delivered, placed, tested, compacted, and accepted in
accordance with Sections 609 and 610 of the most current version of the
NCDOT "Standard Specifications for Roads and Structures."
D. Superpave - Asphalt Concrete Base Course: Tvge B 25.0 B. B 25.0 C. & B
37.5C:
L The Superpave base course shall be Asphalt Concrete Base Course,
Type B 25.0 B, B 25.0 C, or B 37.5C shall be produced, delivered,
placed, tested, compacted, and accepted in accordance with Sections
609 and 610 of the most current version of the NCDOT "Standard
Specifications for Roads and Structures."
Project No. SW5017 & WT5017 05000 -2 Franklin Heights Water & Sewer
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E. Pavement Repair Patch
L Where it is necessary to open cut along or across streets with asphalt
surfaces, the pavement shall be replaced with seven (7) inches of
Superpave - Asphalt Concrete Intermediate Course: Type 119.0 B, 1
19.0 C, or 1 19.0 D and two (2) inches of Superpave - Asphalt Concrete
Surface Course: Type S 4.75 A, SF 9.5 B, S 9.5 A, S 9.5 B, S 9.5 C,
S 12.5 B, S 12.5 C, or S 12.5 D, as directed by the Engineer. The
replacement surface and /or base shall extend a minimum of 1 foot on
each side of the excavated opening. The thickness of the replacement
material shall be sufficient to provide a base and surface of equivalent
strength to the undisturbed base and surface. The replaced pavement
shall meet all applicable material and installation specifications outlined
elsewhere in the Contract Documents.
F. Asphalt Tack Coat:
L The tack coat shall be asphalt or asphalt cement and shall meet the
general, material, and construction specifications as specified in Section
605 of the NCDOT "Standard Specifications for Roads and Structures."
The tack coat shall be uniformly applied at a rate of three hundredths
(0.03) gallons per square yard and shall be applied beneath each layer
of asphalt plant mix base or pavement to be placed except where a
prime coat has been applied, unless otherwise approved or specified by
the Engineer. There will be no direct payment for the work covered by
this section.
G. Asphalt Prime Coat:
The prime coat shall be asphalt and shall meet the general, material, and
construction specifications as specified in Section 600 of the NCDOT
"Standard Specifications for Roads and Structures." The prime coat
shall be uniformly applied, in accordance with the referenced
specifications, on existing non - asphalt base courses prior to placement
of asphalt pavement, unless otherwise approved or specified by the
Engineer. There will be no direct payment for the work covered by this
section.
H. Asphalt Plant Mix:
The production, delivery, and placement of all types of asphalt plant
mixed bases, intermediate, and surface courses shall conform to
Sections 609 and 610 of the most current version of the NCDOT
"Standard Specifications for Roads and Structures." There will be no
direct payment for the work covered by this section.
Project No. SW5017 & WT5017 05000 -3 Franklin Heights Water & Sewer
Extension Project

PART 3 - PAYMENT FOR ASPHALT CONCRETES
A. Basis of Payment:
L Payment of Asphalt Concrete Surface Course (Type S 4.75 A, SF 9.5 B,
S 9.5 A, S 9.5 B, S 9.5 C, S 12.5 B, S 12.5 C, or S 12.5 D), Asphalt
Concrete Intermediate Course (Type 1 19.0 B, 1 19.0 C, & 1 19.0 D), and
Asphalt Concrete Base course (Type B 25.0 B, B 25.0 C, or B 37.5C)
shall be paid at the contract unit price bid per square yard at the
thickness designated or as indicated in the Itemized Proposal. The bid
price shall be full compensation for all furnishing, mixing, hauling, placing
and compacting all materials, and for all labor, equipment and incidentals
necessary to complete the work.
Pavement repair patches shall be paid at the contract unit price bid per
linear foot or per square yard for "Pavement Repair Patch" as indicated
in the Itemized Proposal. The unit price for pavement repair shall be full
compensation for all work necessary to repair the pavement and
maintain the roadway. The unit price shall include all pavement repair(s)
both temporary and permanent, furnishing, hauling, placing, and shaping
the asphalt pavement to produce a uniform, smooth driving surface. No
additional payments will be issued to replace pavement damaged by the
Contractor outside of the standard trench opening as defined by the
Contract Documents.
iii. If the thickness of the asphalt concrete is suspected to be less than
specified on the plans and Itemized Proposal, the Engineer shall have
corings performed to determine the thickness in place. Corings shall be
made at five - hundred (500) foot intervals or as determined by the
Engineer. If the Contractor desires additional corings, the Engineer's
material testing firm shall perform additional corings at the Contractor's
expense. If the asphalt concrete is found to be thicker than specified, the
Contractor shall not be compensated for asphalt concrete placed to a
thickness above and beyond the specified thickness. If the asphalt
concrete is found to be thinner than specified, the Engineer shall
determine if: 1) more asphalt concrete must be placed to bring the
thickness to the specified thickness or 2) the unit price shall be adjusted
down to compensate the Owner for material which was not placed. The
method of adjustment will be based on the ratio of thickness installed to
the thickness specified.
PART 4 - CONSTRUCTION METHODS
A. Sub-grade:
L Preparation of Sub rq ade: The subgrade shall be shaped to the lines,
grades and typical sections established by the Owner. All unsuitable
Project No. SW5017 & WT5017 05000 -4 Franklin Heights Water & Sewer
Extension Project

material, boulders and all vegetative matter shall be removed and
replaced with suitable material. Suitable material shall come from
sources approved by the Owner.
Compaction of Subarade: The top one (1) foot of subgrade and the entire
base course shall be compacted to a density of 100 PERCENT
maximum dry density as determined by AASHTO method T99. For that
portion of fill under roadways and extending beyond the back of curb,
compact to a density of NO LESS THAN 95 PERCENT maximum dry
density as determined by AASHTO method T99. Backfill material shall
be placed in lifts of eight (8) inches or less of compacted soil.
a) The subgrade shall be compacted at a moisture content which is
' approximately that required to produce the maximum density
indicated by the above test method.
' b) The Contractor shall dry or add moisture to the subgrade when
required to provide a uniformly compacted and acceptable subgrade.
B. Proofrolling
i. Equipment: The equipment shall consist of a loaded tandem -axle dump
truck or similar pneumatic -tired equipment of a minimum ten (10) ton
static weight. The Contractor is responsible for providing the equipment
necessary in order to perform proofrolling at no additional cost to the
' Owner.
ii. Method: After the roadbed has been completed within five hundredths
' (0.05) feet of final grade, the roadbed shall then be compacted and
tested with two (2) or more coverages unless otherwise directed by the
Owner, using a heavy pneumatic -tired roller meeting the requirements
' listed above. A coverage is considered that stage in the rolling
procedure when the entire width of the area being proofrolled has been
in contact with the pneumatic tires of the roller. The roller shall be
' operated in a systematic manner so that the number of coverages over
all areas to be proofrolled can be readily determined and recorded.
' a) The equipment shall be operated at a speed between two and one -
half (2 -1/2) and three and one -half (3 -1/2) miles per hour. All
proofrolling procedures• shall be followed to the satisfaction of the
' Inspector on site during the proofrolling.
iii. Corrective Action: If it becomes necessary to take corrective action, such
' as, but not limited to, underdrain installation, undercut and backfill of
unsuitable materials, and aeration of excessively wet material in areas
t that have been proofrolled, these areas shall be proofrolled again
following the completion of the necessary corrections. If the corrections
Project No. SW5017 & WT5017 05000 -5 Franklin Heights Water & Sewer
' Extension Project

are necessary due to the negligence of the Contractor or weather, the
corrective work and additional proofroiling shall be performed by the
Contractor at no cost to the Owner.
C. Placing Asphalt Concrete Mixture:
The mixture shall be spread by means of a mechanical self- contained,
power - propelled paver, capable of spreading the mixtures, without
segregation, to the required grade and confine the mixture to true lines
without the use of stationary side forms.
ii. The term "screed" includes any "strike -off' device operated by cutting,
crowding or other practical action which is effective on the mixtures at
workable temperature without tearing, shoving or gouging and which
produces a finished surface of the evenness and texture specified.
iii. Longitudinal and transverse joints shall be made in a careful manner.
Well bonded and sealed joints are required. If necessary to obtain this
result, joints shall be painted with hot asphalt cement and heated. After
the base course mixture has been spread and before roller compaction is
started, -the surface shall be checked and all flat spots and irregular
areas removed and replaced with satisfactory material. Irregularities in
grade shall be corrected before compacting.
iv. Contact surfaces of headers, curbing, gutters, manholes, etc. shall be
painted with an approved asphalt cement just before the base mixture is
placed against them. All exposed longitudinal edges of the surface
course shall be "set up" by tamping with a rake or lute at proper height
and level to receive the maximum compression under rolling.
v. Asphalt mixture shall not be produced or placed during rainy weather,
when the subgrade or base course shows excess moisture, or when the
air temperature is less than 40° F. in the shade away from artificial heat,
unless otherwise permitted by the Owner. In applications involving less
than one inch of asphalt, the temperature shall be at least 50° F. Should
rain begin during paving operations, the Owner assumes no
responsibility for asphalt left on the trucks at the time that the paving
operation is halted.
D. Protection of Material:
The Contractor shall provide and have ready for use at all times enough
tarpaulins or covers for use in case of rain, chilly wind, or other delay, for
the purpose of covering or protecting any material dumped but not
spread.
Project No. SW5017 & WT5017 05000 -6 Franklin Heights Water & Sewer
Extension Project

E. Compacting Asphalt Concrete Mixture:
i. After placing, the mixture shall be thoroughly and uniformly compacted
with tandem rollers of eight (8) or ten (10) ton model weighing not less
than 250 pounds per inch width of roller tread. The number and weight
' of rollers shall be sufficient to compact the mixture to the required density
while it is still in a workable condition.
' ii. Each roller shall be operated by a competent, experienced operator and
must be kept in continuous operation as nearly as practicable. Rolling
' shall start longitudinally at the outer edges and proceed toward the
center of the pavement, overlapping on successive trips by at least one
half (1/2) the width of the roller.
' iii. The speed of the roller shall be at all times slow enough to avoid
displacement of the hot mixture as a result of reversing. Any
displacement shall be immediately corrected. Rolling shall proceed at a
rate not in excess of 500 square yards per hour per roller and shall
continue until no further visible compaction is obtainable and all roller
' marks have been eliminated. Rolling shall compact the mixture to at
least ninety -four (94) percent of the laboratory density as determined by
the Marshall test method.
' iv. The asphalt concrete mixture shall have a temperature at the time of
delivery of between 250° F and 300° F and shall be rolled with a
' temperature of not less than 235° F.
v. Rolling shall be started as soon as the mixture will bear the roller without
' undue misplacement or hairline cracking. Delays in rolling hand raked
mixture will not be tolerated.
vi. To prevent adhesion of the mixture to the roller, the wheels shall be kept
moistened with water. Places not accessible to the roller shall be
thoroughly compacted with hot tamps.
F. Compacted Densities:
' i. Unless otherwise noted compaction and density control of Asphalt
Pavements shall be in accordance with the requirements of Sections 609
and 610 of the most current version of the NCDOT "Standard
' Specifications for Roads and Structures." There will be no direct
payment for the work covered by this section.
' ii. The Contractor shall allow time for the inspections and testing of areas,
as needed, by Town of Cary as directed by the Engineer.
Project No. SW5017 & WT5017 05000 -7 Franklin Heights Water & Sewer
' Extension Project

G. Plant Tickets:
The number of batches and total weight of all loads of mixture shall be
recorded in duplicate upon plant ticket forms. With each load delivered
to the work, the truck driver shall present one copy of the plant ticket to
the Inspector. The driver shall retain one copy for the Contractor.
Should the Engineer decide to provide a plant inspector, he /she shall
keep the stub copy. The weights to be included in the estimate shall be
the total of the tickets delivered by the truck driver to the Inspector at the
work site. At any time, for the purpose of checking the weighing
equipment at the plant, the Owner may direct the Contractor to weigh or
cause to be weighed on tested and approved platform scales at the
Contractor's expense the contents of any truckload that is to be delivered
to the work site.
H. Protection of Pavement:
L When edges are not protected, planks of the same thickness shall be
placed adjacent to longitudinal or transverse joints until the surface
course is completed. Sections of newly finished pavements shall be
protected from traffic until they have become properly hardened by
temperature cooling.
PART 5 - REMOVAL OF EXISTING PAVEMENT
A. The work covered by this section consists of the removal and disposal of the
portland cement concrete or bituminous components of an existing
pavement structure, including paved shoulders, within the limits shown on
the plans or as directed by the Engineer. This work shall also include the
removal of any temporary roadway pavement structure placed during
construction to serve as a detour. The work covered by this section shall
not include the removal and disposal of sidewalks, driveways, and curb and
gutter, which are covered in the "Unclassified Excavation" subsection.
B. Where concrete pavement is to be removed, the Contractor shall provide a
neat edge along the pavement being obtained by sawcutting the pavement
at least two (2) inches deep or greater as required to provide a neat, clean
break from the pavement to remain, before breaking the adjacent pavement
away. The pavement shall be broken up and removed for its entire depth or
milled to the specified depth as indicated in the Contract Documents. The
disposal of all materials resulting from the pavement removal shall be done
as provided herein.
C. Insofar as possible, all materials shall be used in the construction of
embankments, but such use shall be subject to the approval of the
Engineer.
Project No. SW5017 & WT5017 05000 -8 Franklin Heights Water & Sewer ,
Extension Project

D. Milling asphalt pavement shall be in accordance with Section 607 of the
latest version of the NCDOT "Standard Specifications for Roads and
Structures."
E. All materials, which cannot be used in the work, shall be disposed of off site
of the right of way in waste areas provided by the Contractor.
F. Basis of Payment:
L The quantity of pavement removed will be paid for at the contract unit
price bid per square yard for "Removal of Existing Pavement" as
indicated in the Itemized Proposal. Unless otherwise indicated the
quantity of pavement to be removed will be determined by actual surface
area measurement of the pavement prior to its removal. The unit price
and payments shall be full compensation for all work covered by this
section, including but not be limited to the satisfactory sawcutting,
breaking up, removal, hauling, and disposal of existing pavement.
ii. The quantity of paving to be milled shall be paid for at the contract unit
price bid per square yard at the specified depth for "Milling Asphalt
Pavement" as indicated in the Itemized Proposal. Unless otherwise
indicated the quantity of milling will be determined by actual surface area
measurement of the pavement prior to its removal. The unit price and
payments shall be full compensation for all work covered by this section,
including but not be limited to the milling and /or remilling of the
pavement, cleaning the milled surface, loading, hauling, and disposal of
all milled material.
PART 6 - ASPHALT RESURFACING
A. General:
Asphalt Resurfacing shall meet all applicable material and installation
specifications outlined elsewhere in the Contract Documents.
ii. Should construction take place near signalized intersections, the
Contractor shall contact the NCDOT Division Traffic Engineer to
schedule the field location of any traffic signal conflicts. The Contractor
shall notify the Engineer of any potential conflict prior to construction.
The Contractor shall be responsible for coordinating the conflict
relocation with NCDOT during construction.
iii. The Contractor shall prepare a weekly schedule detailing the
construction activities planned for the following week. This schedule
shall be presented to the Inspector before Friday, 12:00 noon of the
week preceding the effective date of the schedule. Weekly meetings
Project No. SW5017 & WT5017 05000 -9 Franklin Heights Water & Sewer
Extension Project

may be required to review construction activities as directed by the
Engineer.
iv. In the event that all vehicles are not removed from the construction area
despite timely delivery of the construction notice letter, the Contractor
shall attempt to contact vehicle owners by other means in an effort to find
the vehicle's owner to have the vehicles relocated. If the Contractor is
unsuccessful they shall contact the Engineer and provide the make,
model, and license plate number of the vehicle as well as the vehicle
location. The Engineer shall try contacting the vehicle owner and if
unsuccessful shall contact a designated towing company to move the
vehicle out of the construction area, to a neighboring street as directed
by the Engineer, at the Town of Cary's expense. The towing company
shall attach a standard letter to the vehicle upon towing. The Engineer
will provide the standard letter.
v. Construction traffic control shall be provided on each street by the
Contractor in strict conformance with NCDOT "North Carolina
Supplement to the MUTCD," the MUTCD, the Contract Documents, or as
directed by the Engineer. No work shall begin on any street without the
proper traffic control measures in place.
vi. Construction traffic control shall be installed and practiced as a means to
inform drivers that asphalt tack coat is being placed on the road surface.
vii. The Contractor shall be responsible for spraying or burning all weeds
growing on and in the streets. The Contractor shall be responsible for
removing and properly disposing of the dead weeds as carefully cleaning
each street before beginning asphalt concrete construction operations.
viii.Asphalt resurfacing projects shall have a maximum acceptable elevation
difference, between the top of the resurfacing layer and the gutter, of 1.0
inch. The Owner shall not accept any newly resurfaced streets
exceeding this maximum elevation difference. Should it be determined
that the resurfacing layer is more than 1.0 inch higher than the gutter
elevation the resurfacing shall be removed and replaced or remedied as
directed by the Engineer at the Contractor's expense.
ix. The Contractor shall allow time for the inspection of areas, as needed, by
a qualified testing firm as directed by the Engineer.
x. The Contractor shall construct all improvements so as to create and /or
maintain positive drainage.
A The above listed requirements of this sub -part are considered incidental
to the cost of the asphalt concrete surface course specified in the
Itemized Proposal and Contract Documents.
Project No. SW5017 & WT5017 05000 -10 Franklin Heights Water & Sewer
Extension Project

B. Materials:
L Geotextile Interlaver Installation:
a) The geotextile interlayer shall be a needlepunched, nonwoven
engineering fabric made of polypropylene and staple fiber;
calendared on one side. It shall be resistant to ultraviolet degradation
and have the following properties:
b) For the tack coat, uncut asphalt cements are preferred, however,
' cationic or anionic emulsions may be used. For asphalt cements the
minimum temperature shall be 150° C, but to avoid damage to the
fabric the distributor tank temperatures shall not exceed 160° C.
When asphalt emulsions are used, the emulsion shall be cured prior
to placing the fabric.
c) The engineering fabric shall be placed onto the asphalt sealant,
calendared side up, prior to the time the asphalt has cooled and lost
' tackiness. Wrinkles or folds in excess of 1 inch shall be slit and laid
flat. In order to maximize fabric contact with the pavement surface,
blooming or pneumatic rolling will be required. The fabric joints shall
be overlapped sufficiently to ensure full closure of the joint, but should
not exceed 6 inches. To prevent edge pickup by the paver,
transverse joints shall be lapped in the direction of paving. A second
application of sealant to the fabric overlaps will be required as
directed by the Engineer.
' d) Quickly following the fabric installation, the hot -mix overlay should be
placed evenly. Should the asphalt bleed through the fabric causing
construction problems prior to overlay placement, the, affected areas
' shall be blotted by spreading sand. Turning the paver and other
vehicles shall be gradual and kept to a minimum to avoid movement
of, or damage to the sealant saturated fabric.
Project No. SW5017 & WT5017 05000 -11 Franklin Heights Water & Sewer
' Extension Project
iygLical
Test
Grab Tensile Strength Ibs
101
ASTM D 4632
Grab Elongation %
50
ASTM D 4632
Puncture Strength Ibs
65
ASTM D 4833
Mullen Burst (psi)
220
ASTM D 3786
Trapezoidal Tear Ibs
45
ASTM D 4533
Mass Per Unit Area oz/s d
4.1
ASTM D 5261
Thickness mils
35
ASTM D 5199
Melting Point °F
Greater than 150
ASTM D 276
UV Resistance %
70 at 500 hrs
ASTM D 4355
b) For the tack coat, uncut asphalt cements are preferred, however,
' cationic or anionic emulsions may be used. For asphalt cements the
minimum temperature shall be 150° C, but to avoid damage to the
fabric the distributor tank temperatures shall not exceed 160° C.
When asphalt emulsions are used, the emulsion shall be cured prior
to placing the fabric.
c) The engineering fabric shall be placed onto the asphalt sealant,
calendared side up, prior to the time the asphalt has cooled and lost
' tackiness. Wrinkles or folds in excess of 1 inch shall be slit and laid
flat. In order to maximize fabric contact with the pavement surface,
blooming or pneumatic rolling will be required. The fabric joints shall
be overlapped sufficiently to ensure full closure of the joint, but should
not exceed 6 inches. To prevent edge pickup by the paver,
transverse joints shall be lapped in the direction of paving. A second
application of sealant to the fabric overlaps will be required as
directed by the Engineer.
' d) Quickly following the fabric installation, the hot -mix overlay should be
placed evenly. Should the asphalt bleed through the fabric causing
construction problems prior to overlay placement, the, affected areas
' shall be blotted by spreading sand. Turning the paver and other
vehicles shall be gradual and kept to a minimum to avoid movement
of, or damage to the sealant saturated fabric.
Project No. SW5017 & WT5017 05000 -11 Franklin Heights Water & Sewer
' Extension Project

e) Basis of Payment: Payment shall be made under the contract unit
price bid per square yard for the actual amount of "Geotextile
Interlayer" as indicated in the Itemized Proposal and shall constitute
full compensation for furnishing all labor, material, equipment, and
performing all operations in connection with placing the geotextile
interlayer as shown on the plans, Contract Documents, or as directed
by the Engineer.
ii. Asphalt Surface Treatment:
a) Chip seal shall be "straight seal' with 78M stone in accordance with
Section 660 of the NCDOT "Standard Specifications for Roads and
Structures." Careful attention shall be given to surface preparation (as
specified in Section 660) under chip sealing.
b) Cleanup: Excess aggregate resulting from straight seal shall be
collected and removed from the construction site either before
resurfacing occurs or one (1) week after the straight seal is applied,
whichever occurs first.
c) Basis of Payment: Payment shall be made under the contract unit
price bid per square yard at the specified type of seal coat for the
actual amount of "Asphalt Surface Treatment' as indicated in the
Itemized Proposal and shall constitute full compensation for
furnishing all labor, material, equipment, and performing all
operations in connection with the placement and cleanup of the
asphalt surface treatment as shown on the plans, Contract
Documents, or as directed by the Engineer.
iii. Leveling Course
a) In asphalt resurfacing projects a leveling course of Superpave -
Asphalt Concrete Surface Course (Type S 4.75 A, SF 9.5 B, S 9.5 A,
S 9.5 B, S 9.5 C, S 12.5 B, S 12.5 C, & S 12.5 D), as directed by the
Engineer, shall be hand - placed in areas where the pavement is
depressed, sunken or uneven, and its surface grade varies from
surrounding elevation by one (1) inch or greater. Leveling asphalt
shall be placed prior to chip seal applications or as designated by the
Engineer.
b) Basis of Payment: Payment for this work shall be included in the unit
price per ton for "Asphalt Leveling Course" as indicated in the
Itemized Proposal. Plant tickets should be submitted with the pay
request, and each ticket should include a date, time of delivery,
-signature of recipient and street name. Only those tickets with the
above information will be approved.
Project No. SW5017 & WT5017 05000 -12 Franklin Heights Water & Sewer
Extension Project

PART 7 - SPEED HUMPS AND RAISED CROSSWALKS
A. General:
L Speed hump and raised crosswalk construction shall meet all applicable
' material-and installation specifications outlined elsewhere in the Contract
Documents.
' ii. In the event that all vehicles are not removed from the construction area
despite timely delivery of the construction notice letter, the Contractor
' shall attempt to contact vehicle owners by other means in an effort to find
the vehicle's owner to have the vehicles relocated. If the Contractor is
unsuccessful they shall contact the Engineer and provide the make,
' model, and license plate number of the vehicle as well as the vehicle
location. The Engineer shall, try contacting the vehicle owner and if
unsuccessful shall contact a designated towing company to move the
' vehicle out of the construction area, to a neighboring street as directed
by the Engineer, at the Town of Cary's expense. The towing company
shall attach a standard letter to the vehicle upon towing. The Engineer
' will provide the standard letter.
iii. Construction traffic control shall be provided on each street by the
Contractor in strict conformance with NCDOT "North Carolina
Supplement to the MUTCD," the MUTCD, the Contract Documents, or as
directed by the Engineer. No work shall begin on any street without the
proper traffic control measures in place.
iv. The maximum acceptable height of speed humps and /or raised
crosswalks shall be as indicated in the Contract Documents or as
designated by the Engineer. The Owner shall not accept any newly
constructed speed humps and /or crosswalks exceeding the maximum
specified elevation. Should it be determined that the height exceeds the
maximum elevation, the speed humps and /or raised crosswalks shall be
removed and replaced or remedied as directed by the Engineer at the
Contractor's expense.
v. The Contractor shall construct all improvements so as to create and /or
maintain positive drainage.
B. Basis of Payment:
Payment for "Speed- Humps" and /or "Raised Crosswalks" shall be paid at
the contract unit price bid per each item or lump sum as indicated in the
Itemized Proposal. The unit price shall be full compensation for
furnishing all labor, material, equipment, and performing all operations in
connection with placing the asphalt concrete and pavement markings as
indicated in the Contract Documents or as directed by the Engineer.
Project No. SW5017 & WT5017 05000 -13 Franklin Heights Water & Sewer
Extension Project

PART 8 - UTILITY ADJUSTMENTS
A. General:
L No manholes or water valve boxes shall be raised and left for a period of
time greater than fourteen (14) days before the street is resurfaced.
Should this period of time be exceeded, all work shall be stopped until
the resurfacing of such streets has been completed. Immediately after
utility adjustments take place the sides of the utility shall be painted
bright orange for visibility and if directed by the Engineer 36" (minimum)
reflective orange traffic cones or other devices shall also be added for
visibility. There will be no separate compensation for this work and shall
be considered incidental to the cost of the items as defined under "Basis
of Payment."
ii. Cast iron risers will not be allowed for adjustment of manholes and water
valve boxes.
iii. If any existing broken manholes or water valve boxes are discovered, the
Owner shall furnish new manhole rings and covers or new water valve
boxes for replacement of the broken ones by the Contractor at no
additional cost to the Owner. Replacements will be the same as stocked
by the Town of Cary or approved as acceptable alternate by the
Engineer.
iv. Adjustment of fire hydrants shall include both horizontal and vertical
adjustment to leave existing fire hydrants positioned in accordance with
Town of Cary Standard Details 6.06 and 6.07, or as otherwise noted on
plans.
B. Basis of Payment:
L Payment for these items shall be at the respective contract unit prices for
"Adjust Water Valve Boxes," "Adjust Manholes" and "Adjust Fire
Hydrants" as indicated in the Itemized Proposal and shall be full
compensation for all labor, equipment, materials, and incidentals
necessary to complete the work. There shall be no separate
compensation for the adjustment of manholes, water valves, and fire
hydrants that are installed as a part of this Contract.
END OF SECTION 05000
Project No. SW5017 & WT5017 05000 -14 Franklin Heights Water & Sewer
Extension Project

1
SECTION 06000
' CAST IN PLACE CONCRETE
(Revised 1 -9 -02)
PART 1 - MATERIALS
' A. Portland cement concrete for curb and gutter, driveways, driveway aprons,
wheelchair ramps, sidewalks, traffic islands and other items as specified on
the plans shall have a minimum 28 day compressive strength of 3,000 psi, a
' non - vibrated slump between 2.5 and 4 inches, a minimum cement content of
545 pounds per cubic yard, an air entrainment of 5 - 7 %, and a maximum
water - cement ratio of 0.545 in accordance with Class B concrete as
' described in the NCDOT "Standard Specifications for Roads and Structures"
unless otherwise specified in the Contract Documents. Portland cement
concrete for structures, culverts and other items as specified on the plans
shall be Class A or Class AA in accordance with NCDOT "Standard
Specifications for Road and Structures." Dyed concrete is not allowed in
construction of driveway aprons or public sidewalks unless otherwise
' specifically required in the Contract Documents.
B. Joint filler shall be a non - extruding joint material conforming to ASTM
' C1751.
C. Aggregate for portland cement concrete shall meet the requirements for fine
' and course aggregate of Section 1014 of the NCDOT "Standard
Specifications for Roads and Structures."
1 D. Portland Cement and admixtures shall meet the requirements of Section
1000 of the NCDOT "Standard Specifications for Roads and Structures."
' E. Water for mixing or curing the concrete shall be free from injurious amounts
of oil, salt, acid, or other products injurious to the finished product.
PART 2 - QUALITY ASSURANCE
A. Concrete shall be only plant- mixed, transit -mixed or ready -mixed concrete.
' The time elapsing from mixing to placing the concrete shall not exceed
ninety (90) minutes. Concrete shall not be deposited on frozen subgrade
and shall not be poured when the air temperature is falling and below 40° F,
' and the predicted low temperature for the succeeding 24 hour period is less
than 32° F.
' B. All concrete when placed in the forms shall have a temperature of between
50° F and 90° F and shall be maintained at a temperature of not less than
50° F for at least 72 hours for normal concrete and 24 hours for high early
Project No. SW5017 & WT5017 06000 -1 Franklin Heights Water & Sewer
' Extension Project

strength concrete, or for as much time as is necessary to secure proper rate
of airing and designed compressive strength. The use of admixture,
retarders, and accelerators shall be used as directed by the Engineer.
PART 3 - CONSTRUCTION METHODS - GENERAL
A. Proportioning of Concrete: The concrete shall be mixed in proportions
discussed herein and approved by the Engineer.
B. Mixing Concrete: The concrete shall be mixed by machine on the job or at a
central mixing plant. A batch mixer of any approved type may be used. The
method of measuring the materials for the concrete, including water, shall be
one which will insure separate and uniform proportions of each of the
materials at all times. The mixing shall continue at least 1 -1/2 minutes after
all ingredients have been emptied before receiving material for the
succeeding batch.
A central mixing plant shall not be used until approved by the Engineer
and shall be certified by the NCDOT. The concrete from a central plant
shall be delivered and deposited at the consistency specified without
segregation. The time elapsing from mixing to placing the concrete shall
not exceed ninety (90) minutes.
ii. Concrete shall be mixed only in such quantities as are required for
immediate use and all such material shall be used while fresh and before
initial set has taken place. Any concrete in which set has begun shall not
be used in the work. Retempering of concrete will not be allowed.
C. Subgrade: The subgrade shall be excavated to the required depth below the
finished surface in accordance with the plans to the lines and grades
established by the Engineer. All soft yielding material or other unsuitable
material shall be removed and replaced with suitable material and the
subgrade shall be compacted thoroughly and finished to a firm, smooth
surface. No curb and gutter, driveways, driveway aprons, wheelchair
ramps, sidewalks, or traffic islands shall be poured until the subgrade is
approved by the inspector.
D. Forms: The forms shall be of metal and of the necessary dimensions to
construct the combined curb and gutters specified in the plans. Wood forms
may be used where conditions make the use of metal forms impractical.
The use of wood forms must be approved by the Engineer. The forms shall
be set true to the line and grade established by the Engineer and held rigidly
in position, so as to prevent leakage of mortar and springing out of line when
the concrete is placed in them. The forms shall be true in line, free from
warping or bending. No concrete shall be placed until the forms and
subgrades have been approved by the Inspector.
Project No. SW5017 & WT5017 06000 -2 Franklin Heights Water & Sewer
Extension Project

E. Placing of Concrete: The subgrade shall be moistened and the concrete
shall be placed in the forms and tamped sufficiently to bring the mortar to
the surface, after which it shall be finished smooth and even by means of a
wooden float.
The curb and gutter shall be constructed in place in uniform sections ten
(10) feet in length. The joints between sections shall be formed by steel
templates one -sixth (1/6) inch in thickness and of the width and depth of
the curb and gutter. The templates shall be left in place until the
concrete has set sufficiently to hold its shape, but shall be removed while
the forms are still in place.
ii. Machine poured concrete curb and gutter will be scored at 15 feet
intervals with expansion joints located at intervals no greater than 50
feet.
iii. Expansion joints shall be one -half (1/2) inch in width and shall be placed
between all rigid objects at a distance of no more than fifty (50) feet apart
and shall extend the full depth of the concrete with the top of the filler
one -half (1/2) inch below the finished surface.
F. Finishing: The edges of the curb and gutter shall be finished with an
approved edging tool of one -half (1/2) inch radius. Joints shall be similarly
finished immediately after the templates have been removed.
' G. Curing: Contractor may select method of curing provided that the method is
approved by the Engineer and that the means and methods of curing
conform to standards specified by current AASHTO or ASTM specifications.
H. Removing Forms: Forms shall not be removed from freshly placed concrete
until it has set for at least 12 hours. Forms shall be carefully removed in
such a manner as to prevent damage to the edges of the concrete. Any
honeycombed areas along the sides shall be filled promptly with mortar
composed of one part cement and two parts of fine aggregate.
I. Cold Weather and Night Concreting: Concreting shall be done when
weather conditions are favorable unless otherwise directed by the Engineer.
Concrete operations shall be discontinued when a temperature of 40° F is
reached on a falling thermometer and may be continued when temperature
reaches 35° F on a rising thermometer. No concreting shall be attempted
when local weather bureau indicates temperature below freezing within the
ensuing 24 hours unless proper precautions are made to protect the
concrete by covering with straw or other thermal insulation satisfactory to
the Engineer. The Contractor shall be responsible for the quality and
strength of the concrete laid during cold weather and any concrete damaged
Project No. SW5017 & WT5017 06000 -3 Franklin Heights Water & Sewer
Extension Project

by frost action or freezing shall be removed and replaced as directed by the
Engineer at the Contractor's expense.
The Contractor may be permitted by the Engineer to proceed with
concrete operations during cold weather in temperatures of not less than
25° F at placing time provided that the Contractor furnishes an approved
admixture and uses an amount per batch not to exceed two percent (2 %)
by weight of the total amount of cement, and further provided that he
takes other precautions deemed necessary by the Engineer to prevent
concrete from freezing during curing period.
No more concrete shall be laid than can be properly finished and
covered during daylight, unless adequate artificial light satisfactory to the
Engineer is provided.
J. Protection of Concrete: Immediately after the forms have been removed and
all honeycombed areas repaired, the back of the curb shall be backfilled to
prevent underwash. Traffic shall be excluded from crossing the concrete for
a period of approximately fourteen (14) days, by erection and maintenance
of suitable barricades, unless otherwise specified in the Contract Documents
or by the Engineer. Contractor shall be responsible for any damage
resulting from traffic or vandalism until accepted by the Engineer, and he
shall remove and replace any concrete damaged as directed by the
Inspector.
PART 4 - CONSTRUCTION METHODS - CURB & GUTTER. DRIVEWAYS,
DRIVEWAY APRONS, WHEELCHAIR RAMPS, SIDEWALKS, AND
TRAFFIC ISLANDS
A. Areas of concrete to be removed shall be sawcut before removing. The
sawcut shall provide a smooth, straight edge approximately two (2) inches
deep before breaking away the adjacent concrete. There will be no direct
payment for the work covered by this section.
B. Concrete shall be constructed in accordance with Section 825 of the NCDOT
"Standard Specifications for Roads and Structures" and shall be given a
"sidewalk finish," except as otherwise noted herein.
C. Brooming of the concrete surface shall be done transverse to the direction of
traffic. Joint spacing shall not be less than 5 feet. Where existing sidewalks
are being widened, transverse joints shall be located so as to line up with
existing joints in the adjacent existing sidewalk. Grooved joints shall not be
sealed.
D. No backfill shall be placed adjacent to the curb & gutter, driveways, driveway
aprons, wheelchair ramps, or sidewalks until at least 3 curing days have
Project No. SW5017 & WT5017 06000 -4 Franklin Heights Water & Sewer
Extension Project

elapsed, as defined in Section 825 -9 of the NCDOT "Standard Specifications
for Roads and Structures." However, all backfill shall be placed within 4
calendar days after the completion of this 3 curing day time period. Backfill
shall clean earthen material free of all debris and shall be compacted to a
degree comparable to the adjacent undisturbed material or as directed by
the inspector.
PART 5 - PAYMENT
A. Basis of Payment: Compensation for cast in place concrete items shall be
as follows:
Payment for "Concrete Curb and Gutter" shall be paid at the unit price
bid per linear foot for the type as indicated in the Itemized Proposal and
in accordance with the Town of Cary Standard Details. The aggregate
base course or asphalt concrete placed under the concrete curb and
gutter shall be in accordance with the Town of Cary Standard Details and
shall be included in the unit price bid for curb and gutter. Unit price shall
be full compensation for all labor, equipment and materials to furnish and
install curb and gutter, and aggregate base course or asphalt concrete
under the curb and gutter. Payment for this item shall not be made until
work is complete, including backfilling and seeding & mulching, and has
been inspected and accepted by the inspector.
ii. Payment for "Concrete Sidewalk" shall be paid at the unit price bid per
linear foot at the width and thickness designated in the Itemized Proposal
and in accordance with the Town of Cary Standard Details. Unit price
shall be full compensation for all labor, equipment and materials to
furnish and install concrete sidewalk. Payment for this item shall not be
made until work is complete, including backfilling and seeding &
mulching, and has been inspected and accepted by the inspector.
iii. Payment for "Concrete Wheelchair Ramps" shall be paid at the unit price
bid per each item as designated in the Itemized Proposal and in
accordance with the Town of Cary Standard Details. Unit price shall be
full compensation for all labor, equipment and materials to furnish and
install concrete wheelchair ramps, depressed curb and gutter, and
aggregate base course or asphalt concrete under the depressed curb
and gutter or wheelchair ramp necessary for the construction of the
concrete wheelchair ramp. Payment for this item shall not be made until
work is complete, including backfilling and seeding & mulching, and has
been inspected and accepted by the inspector.
iv. Payment for "Concrete Driveway Aprons'
bid per each at the width designated in
accordance with Town of Cary Standard
Project No. SW5017 & WT5017 06000 -5
' shall be paid at the unit price
the Itemized Proposal and in
Details. Unit price shall be full
Franklin Heights Water & Sewer
Extension Project

compensation for all .labor, equipment and materials to furnish and install
concrete driveway aprons. Payment for this item shall not be made until
work is complete, including backfilling and seeding & mulching, and has
been inspected and accepted by the inspector.
v. Payment for "Concrete Pipe Collars" and "Pipe Plugs" shall be paid at
the unit price bid per cubic yard for each item as designated in the
Itemized Proposal and in accordance with Section 840 of the NCDOT
"Standard Specifications for Roads and Structures ". Unit price shall be
full compensation for all labor, equipment and materials to furnish and
install the concrete.
vi. Payment for Concrete Driveways and other Miscellaneous Concrete
shall be paid at the unit price bid per cubic yard at the class designated
or as indicated in the Itemized Proposal. Unit price shall be full
compensation for all labor, equipment and materials to furnish and install
the concrete.
END OF SECTION 06000
Project No. SW5017 & WT5017 06000 -6 Franklin Heights Water & Sewer
Extension Project
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SECTION 07000
UTILITY TRENCHES
(Revised 8-4 -2010)
PART 1 - GENERAL
A. The Contractor shall provide all labor, materials, tools, and equipment to
perform all work and services necessary for, or incidental to, the excavation,
shaping, and backfill of utility trenches in accordance with the Construction
Drawings, Contract Documents, and the latest edition of the Town of Cary
Standard Specifications and Details Manual (Standard Specifications).
B. Existing Utilities: The Contractor shall be completely and solely responsible
for locating all existing buried utilities and preventing damage to those
utilities.
C. Pavement Removal: Where trenches are excavated in paved areas, the
pavement shall be saw -cut prior to removal. All pavement cuts shall be
repaired within a maximum of three (3) calendar days from the date the cut
is made. If conditions do not permit a permanent repair within the given time
limit, permission to make a temporary repair must be obtained from the
Engineer.
D. Trench Excavation: Trenches for all buried utility installations, such as water
distribution lines, sanitary sewer lines, force mains, and storm sewer lines
shall be excavated to the required depth to permit installation of the pipe
along the lines and grades as specified by the Contract Documents and
Standard Specifications. The minimum trench width at the top of the pipe
shall be at least 18- inches greater than the outside diameter of the pipe.
Where excavation is in rock, the rock shall be removed to a depth of at least
6- inches below grade and the void shall be backfilled in accordance with the
Contract Documents and Standard Specifications. Wet or unstable trenches
shall be stabilized with #78 M stone or with a base layer of #57 stone at no
additional cost to the Owner.
E. Dewatering: The Contractor shall dewater the trench throughout
construction by pumping in a manner that all pipe jointing may be made
under dry conditions. Water shall be shall be disposed of in a manner not
detrimental to the public health or to public or private property.
F. Rock Blasting and Excavation: Extreme care shall be exercised by the
Contractor at all times in the blasting of rock to give maximum protection to
both persons and surrounding property. "Extreme Care" is interpreted to
mean the provision of protective devices, such as mats, that will be
adequate to assure that there will be no projection of loose rocks into areas
outside the right -of -way or easements provided for construction of the water
Project No. SW5017 & WT5017 07000 -1 Franklin Heights Water & Sewer
Extension Project

main. Failure to take the necessary precautions will be considered a breach
of Contract, and work will be stopped until the Engineer and Owner are
satisfied that adequate protection will be provided on all remaining blasting
operations for the project. There shall be no separate or additional payment
for rock blasting, excavation, or removal of any kind.
G. Pipe Laving: All pipe shall be laid in accordance with its manufacturer's
recommendations and the Contract Documents and Standard
Specifications. The subgrade at the bottom of the trench shall be shaped to
secure uniform support throughout the length of the pipe. A space shall be
excavated under the bell of each pipe to provide space to relieve bearing
pressure on the bell and to provide room to adequately make the joint.
Open ends of pipe shall be plugged with a standard plug or capped at all
times when pipe laying is not in progress. Trench water shall not enter the
pipe.
H. Trench Backfill: All trenches shall be properly backfilled at the end of each
working day. Backfill material shall be free of construction debris, frozen
material, organic material, or unstable material. The upper 2 -ft of backfll
material shall be free from stones greater than 4- inches in diameter. In the
event that unsuitable backfll is discovered as determined by the Engineer,
the Engineer may direct the Contractor to replace all or portions of the
unsuitable backfll with suitable backfll materials approved by the Engineer.
The Contractor shall be prepared to remove unsuitable material from the site
at no additional expense to the Owner.
Compaction: Backfill shall be compacted to a density of no less than 95%
maximum dry density as measured by AASHTO method T99. Backfill shall
be placed in lifts of 8- inches or less of the uncompacted soil. When
compacting in layers, each layer must be thoroughly tamped by a
mechanical tamp, such as "Rammax Sheepsfoot" or equivalent, before the
next layer is placed.
J. Clean -up: The Contractor shall remove all excess excavation materials,
earth, debris, etc. and shall clean up and leave all affected property, streets,
roads and highways in a neat, clean and orderly condition as required
throughout construction and upon completion of the work specified under
this section. Unless directed by the Engineer, all affected areas shall be
returned to the contour that existed prior to construction — mounding of the
easement or right -of -way shall not be allowed. If so directed by the
Engineer, the Contractor shall deposit all or a part of the excess earth at
such point or points as may be designated. Excess earth from trenches
along state controlled highways or roads shall be disposed of in a manner
satisfactory to the State Department of Transportation. All temporary pipes
and ditching used during construction to carry surface water shall be
removed.
Project No. SW5017 & WT5017
07000 -2 Franklin Heights Water & Sewer ,
Extension Project

PART 2 - PAYMENT
A. Basis of Payment: Direct payment shall not be issued for preparation,
excavation, pavement removal, rock excavation, disposal, dewatering,
sheeting, shoring and backfilling of utility trenches unless otherwise
indicated by the Contract Documents.
END OF SECTION 07000
Project No. SW5017 & WT5017 07000 -3 Franklin Heights Water & Sewer
Extension Project

SECTION 08000
BORING, JACKING AND TUNNELING
(Revised 8 -4 -2010)
PART 1 - GENERAL
A. The Contractor shall provide all labor, materials, tools, and equipment to
perform all work and services necessary for, or incidental to, the furnishing
and complete installation of carrier pipe, encasement pipe and tunnel liner
plates by means of boring and jacking, tunneling, or tunneling and jacking in
accordance with the Construction Drawings, Contract Documents, and the
latest edition of the Town of Cary Standard Specifications and Details
Manual (Standard Specifications).
B. Although such work is not specifically shown or specified, all supplementary
or miscellaneous items, appurtenances and devices incidental to or
necessary for a secure, complete and compatible installation shall be
furnished and installed as part of this section.
C. The Contractor shall submit to the Engineer shop drawings for all products
and materials specified under this section for the construction of this project.
' D. All materials used on this project must have a preliminary inspection by the
Inspector before being used for construction purposes. Rejected materials
shall be immediately removed from the job site.
PART 2 — MATERIALS
A. Encasement Pipe: Encasement pipe shall be in accordance with the
Contract Documents and Standard Specifications.
B. Tunnel Liner Plates: The minimum mechanical properties of the flat steel
plate before cold forming the steel liner shall be as follows:
Tensile strength = 42,000 psi.
Yield strength = 28,000 psi.
All steel liner plates shall be bituminous coated in accordance with the
requirements of AASHTO M190 or M243. All bolts, nuts, washers and other
accessory hardware shall be hot -dip galvanized in accordance with the
requirements of AASHTO M232.
PART 3 - INSTALLATION
A. Boring and Jacking:
Project No. SW5017 & WT5017 08000 -1 Franklin Heights Water & Sewer
Extension Project

The encasement pipe shall be jacked through a bore of slightly larger
diameter. The spoil material shall be removed through the encasement pipe
by means of an auger. New sections of encasement pipe shall be butt-
welded onto those previously jacked into place.
If voids are encountered while installing encasement pipe 30- inches and
larger, grout holes shall be installed at 10 -ft centers in the top section of the
encasement pipe. The grout holes shall be used to fill the void spaces with
1:3 Portland cement grout at sufficient pressure to prevent settlement of the
roadway, unless NCDOT approval stipulates otherwise. Other grout
mixtures may be submitted for approval. The grouting operation shall take
place immediately after completion of the bore.
B. Tunneling and Jacking
Tunneling and jacking is to be employed when the auger encounters refusal
and the encasement pipe is sufficiently large to accommodate manual
excavation from the inside. The encasement pipe shall be jacked through
an opening created by hand working and /or blasting from inside of the
encasement pipe. New sections of encasement pipe shall be butt- welded
onto those previously jacked into place. Jacking of the pipe shall be done
as rapidly as possible and excavation outside of the encasement pipe kept
to a minimum. Lubricants may be used to prevent the pipe from freezing.
If voids are encountered while installing encasement pipe 30- inches and
larger, grout holes shall be installed at 10 -ft centers in the top section of the
encasement pipe. The grout holes shall be used to fill the void spaces with
1:3 Portland cement grout at sufficient pressure to prevent settlement of the
roadway, unless NCDOT approval stipulates otherwise. Other grout
mixtures may be submitted for approval. The grouting operation shall take
place immediately after completion of the bore.
C. Tunneling with Liner Plates
The work of tunneling with liner plates shall consist of excavating the tunnel
as shown on the drawings and installing the tunnel liner plates in
accordance with the manufacturer's recommendations and the Contract
Documents. Excavation outside of the liner plates shall be held to a
minimum.
Grout holes of 2 -inch diameter are to be installed at 4 -ft to 6 -ft centers in the
top of the liner plates. At the end of each work day, grout shall be forced
into the grout holes installed that day at sufficient pressure to fill all voids
created by the tunneling operation. The tunneling operation shall not
exceed a distance of greater than 25 -ft ahead of the grouting operation.
Project No. SW5017 & WT5017
08000 -2 Franklin Heights Water & Sewer '
Extension Project

PART 4 - PAYMENT
A. Basis of Payment:
i. Boring and Jacking: Payment for "Boring and Jacking" shall be paid at the
contract unit price per linear foot installed as indicated by the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment, and materials to complete the installation including
preparation, excavation, shoring, grouting, backfill, and all other incidental
items required for assembly and installation as specified by the Contract
Documents and Standard Specifications.
ii. Tunneling and Jacking_ Payment for "Tunneling and Jacking" shall be paid
at the contract unit price per linear foot installed as indicated by the
Itemized Proposal. The unit price shall include full compensation for all
labor, equipment, and materials to complete the installation including
preparation, excavation, shoring, grouting, backfill, and all other incidental
items required for assembly and installation as specified by the Contract
Documents and Standard Specifications.
iii. Tunneling with Liner Plates: Payment for "Tunneling with Liner Plates"
shall be paid at the contract unit price per linear foot installed as indicated
by the Itemized Proposal. The unit price shall include full compensation
for all labor, equipment, and materials to complete the installation including
preparation, excavation, shoring, grouting, backfill, and all other incidental
items required for assembly and installation as specified by the Contract
Documents and Standard Specifications.
iv. Carrier Pipe: Payment for "Carrier Pipe" shall be either paid at the contract
unit price per linear foot installed or included in the price per linear foot of
the encasement or tunnel as indicated by the Itemized Proposal. The unit
price shall include full compensation for all labor, equipment, and materials
to furnish and install the carrier pipe and all other incidental items required
for assembly and installation as specified by the Contract Documents and
Standard Specifications.
END OF SECTION 08000
Project No. SW5017 & WT5017 08000 -3 Franklin Heights Water & Sewer
Extension Project

SECTION 09000
STORM DRAINAGE
(Revised 1 -9 -02)
PART 1 - GENERAL
A. The work of furnishing and installing storm sewer shall consist of performing
all work and services necessary to complete the construction of the storm
sewer pipe and the catch basins in accordance with the provisions of the
Contract Documents.
B. Where proposed storm sewers are to be installed under existing roadways,
the construction shall be performed in such a way that half of the roadway
will be maintained and available to traffic in accordance with the plans,
Contract Documents, the NCDOT "Roadway Standard Drawings," and the
MUTCD.
PART 2 - SUBMITTALS
A. The Contractor shall submit shop drawings to the Engineer for all storm
drainage materials to be used on this project. Submittals shall be in
accordance with Section 02000 of the Contract Documents.
PART 3 - QUALITY STANDARDS
A. Procedures for handling, laying, protection and use of pipe shall be in
accordance with the pipe manufacturer's recommendations and these
specifications. Procedures for construction of drainage structures shall be in
accordance with these specifications.
' B. Reinforced Concrete Pipes and Flared End Sections shall be as per ASTM
C76, Table III or Table IV with a diameter as indicated on plans. The pipe
shall be equal to that as furnished by N.C. Products or Adams Concrete.
Joints shall be wiped with mortar or sealed with a plastic cement putty
meeting Federal specification SS -S- 00210, such as Ram -Nek or a butyl
rubber sealant.
C. Corrugated Steel Pipe shall conform to AASHTO M36 with pipe ends having
no less than 2 round corrugations on each end. Bands for connecting pipe
shall be corrugated with a minimum of 2 corrugations for each pipe. The
pipe shall be fully bituminous coated in accordance with the requirements of
AASHTO M190. The pipe shall have an asphalt -paved invert.
D. Concrete Block or Brick shall be solid and conform to ASTM C139 in design
and manufacture. The block or brick shall be embedded in a mortar bed to
form a one -half (1/2) inch mortar joint.
Project No. SW5017 & WT5017 09000 -1 Franklin Heights Water & Sewer
Extension Project

E. Mortar used in brick masonry and joints shall be composed of one (1) part
Portland cement and hydrated lime (not more than 10 percent lime, based
on the volume of cement, shall be used) and two (2) parts sand. Portland
cement shall meet the requirements of the latest ASTM specifications C-
150, Type 1. The sand shall be composed of clean, hard and durable
grains, and shall be of a quality and gradation approved by the Engineer.
Hydrated lime shall meet the requirement of ASTM designation C -6. Mortar
shall be mixed in a clean, tight mortar box or in an approved mechanical
mixer and shall be used within 45 minutes after mixing.
F. Precast Concrete Manholes shall meet ASTM C478 in design and
manufacture holes and shall be in accordance with the Town of Cary
Standard Details. The standard manhole joint shall be sealed with a plastic
cement putty meeting Federal specification SS -S -00210 such as Ram -Nek
or a butyl rubber sealant.
G. Manhole Frames and Covers shall be cast iron or ductile iron with "Storm
Sewer" stamped on the cover and four 1 inch perforated holes and shall be
in accordance with the Town of Cary Standard Details. Castings shall be
machined to give even and continuous bearing on the full length of the
frame. Castings shall be free of porosity and blow holes, and shall receive
one coat of Koppers Super Service Bitumastic black paint. Paint shall be
kept off bolt threads, and surfaces shall be thoroughly wire brushed before
painting.
H. Manhole Steps shall be of composite plastic metal or steel reinforced
polypropylene and shall be in accordance with the Town of Cary Standard
Details. Steps shall be placed at sixteen (16) inches O.C. for the full depth
in all structures when they are greater than five (5) feet in depth. Steps shall
be designed for a vertical load of 400 pounds and a horizontal pull out load
of 1,000 pounds.
I. Yard Inlets, Catch Basins, and Curb Inlets shall be in accordance with the
Town of Cary Standard Details.
Frame, Grate, & Hood shall be cast iron and meet the ASTM
requirements set forth in the latest edition of the NCDOT "Standard
Specifications for Roads and Structures" and the dimensional
requirements set forth in the latest edition of the NCDOT "Roadway
Standard Drawings." Grates shall be stamped with the appropriate
NCDOT specification number as evidence of satisfying the above
requirements. Hoods shall be stamped with either "Drains to Neuse
River" or "Drains to Cape Fear River" or other wording as confirmed by
the Engineer. Lettering shall be W height and shall be clean, crisp, and
free of defects.
Project No. SW5017 & WT5017
09000 -2 Franklin Heights Water & Sewer '
Extension Project

PART 4 - CONSTRUCTION
A. All storm sewers shall be laid to provide a "true line" between manholes or
structures, and they shall be installed at each deflection of line and /or grade.
' B. The mortar for brick masonry shall conform to the requirements herein set
forth. Excavation shall be made to the required depth and the foundation on
' which the brick masonry is to be laid shall be approved by the Inspector.
The brick shall be laid so that they will be thoroughly bonded into the mortar
joints by means of the "shove joint" method: (buttered or plastered joints will
' not be permitted). The headers and stretchers shall be so arranged as to
thoroughly bond the mass. Brickwork shall be of alternate headers and
stretchers with consecutive courses in thickness. The joints shall be
' completely filled with mortar. No spalls or- bats shall be used except for
shaping round irregular openings or when unavoidable to finish out a
course. Competent bricklayers shall be employed on the work and all
' details of construction shall be in accordance with approved practice and to
the satisfaction of the Engineer.
I C. Manhole steps shall be set in the masonry as the work is built up, thoroughly
bonded, and accurately spaced and aligned.
D. Inverts in storm drainage structures shall be shaped to form a smooth and
regular surface free from sharp or jagged edges. They shall be sloped
adequately to prevent sedimentation.
E. The castings shall be set in full mortar beds. All castings when set shall
conform to the finished grade as established by the Engineer. Any castings
' not conforming shall be adjusted to the correct grade without extra
compensation.
' F. All pipes entering catch basins or junction boxes shall enter through a wall
and not through a corner of the structure. The pipe shall not project into the
drainage structure, but shall be finished flush with the inside of the structure.
' G. When necessary, the contractor shall provide for the temporary diversion of
p rY
water or dewatering in order to maintain the storm sewer foundations in a
' dry condition, and shall continue to maintain trenches in a dry condition until
backfill and compaction activities are complete.
' H. The Contractor shall maintain all storm sewers in a condition such that they
will function properly from the time the storm sewers are installed until the
Town accepts the project. The Contractor shall thoroughly clean out all
storm sewers at no expense to the owner throughout construction.
Project No. SW5017 & WT5017 09000 -3 Franklin Heights Water & Sewer
Extension Project

PART 5 - PAYMENT
A. Basis of Payment:
Payment to furnish, excavate, install, and backfill storm drainage pipe
shall be paid at the unit price bid for the actual number of linear feet of
the size and type of pipe installed as indicated in the Itemized Proposal
and shall include any washed stone necessary for stabilization, required
paved inverts, pipe coating and shall be full compensation for all labor,
equipment and materials necessary to install the pipe.
ii. Payment to furnish, excavate, install and backfill around "Manholes,"
"Yard Inlets," "Catch Basins," "Curb Inlets," "Flared End Sections,"
"Headwalls," and other structures shall be paid at the contract unit price
for each item installed as indicated in the Itemized Proposal and shall be
full compensation for all labor, equipment, and material to furnish and
install these structures including excavation and backfill.
END OF SECTION 09000
Project No. SW5017 & WT5017 09000 -4 Franklin Heights Water & Sewer a
Extension Project

SECTION 10000
WATER DISTRIBUTION
(Revised 07 -21 -2010)
PART 1 - GENERAL
A. The Contractor shall provide all labor, materials, tools, and equipment to
' perform all work and services necessary for, or incidental to, the furnishing
and complete installation of water distribution pipe, water service taps, fire
hydrants, valves, and appurtenances in accordance with the Construction
' Drawings, Contract Documents, and the latest edition of the Town of Cary
Standard Specifications and Details Manual (Standard Specifications).
B. Although such work is not specifically shown or specified, all supplementary
or miscellaneous items, appurtenances and devices incidental to or
necessary for a secure, complete and compatible installation shall be
furnished and installed as part of this section.
C. The Contractor shall submit to the Engineer shop drawings for all products
and materials specified under this section for the construction of this project.
D. Pipe, fittings, valves, fire hydrants and all other essential products shall be
' delivered, handled, maintained, and installed in an appropriate manner to
avoid damage. Provisions for handling, laying, protection and use of the
products shall be in accordance with the manufacturer's recommendations
' and the Contract Documents and Standard Specifications. When the
manufacturer's recommendations differ from the Contract Documents and
Standard Specifications, the more stringent requirements shall govern
' unless otherwise directed by the Engineer.
E. All materials used on this project must have a preliminary inspection by the
' Inspector before being used for construction purposes. Rejected materials
shall be immediately removed from the job site.
F. No pipe joints shall be allowed where the distance between valves, fittings,
or other appurtenances is less than a full length of pipe.
' G. Rock Blasting and Excavation: Extreme care shall be exercised by the
Contractor at all times in the blasting of rock to give maximum protection to
both persons and surrounding property. "Extreme Care" is interpreted to
' mean the provision of protective devices, such as mats, that will be
adequate to assure that there will be no projection of loose rocks into areas
outside the right -of -way or easements provided for construction of the water
' main. Failure to take the necessary precautions will be considered a breach
of Contract, and work will be stopped until the Engineer and Owner are
satisfied that adequate protection will be provided on all remaining blasting
Project No. SW5017 & WT5017 10000 -1 Franklin Heights Water & Sewer
' Extension Project

operations for the project. There shall be no separate or additional payment
for rock blasting, excavation, or removal of any kind.
H. Clean -up: The Contractor shall remove all excess excavation materials,
earth, debris, etc. and shall clean up and leave all affected property, streets,
roads and highways in a neat, clean and orderly condition as required
throughout construction and upon completion of the work specified under
this section. If so directed by the Engineer, the Contractor shall deposit all
or a part of the excess earth at such point or points as may be designated.
Excess earth shall only be placed and spread within the easement or right -
of -way when approved by the Engineer. Excess earth from trenches along
state controlled highways or roads shall be disposed of in a manner
satisfactory to the State Department of Transportation.
PART 2 — WATER DISTRIBUTION PIPE
A. Basis of Payment
Water Distribution Pipe: Payment for "Water Distribution Pipe" shall be
paid at the contract unit price bid per linear foot installed as indicated by
the Itemized Proposal. The unit price shall include full compensation for
all labor, equipment and materials to furnish and install pipe, sheeting,
shoring, concrete reaction blocking, rodding, and backfill materials
including excavation, rock excavation, removal of existing blowoff
assemblies or caps, connection to existing mains, disposal, disinfection,
sampling, testing and all other incidental items required for assembly
and installation as specified by the Contract Documents and Standard
Specifications.
Restrained Joint Water Distribution Pipe: Payment for "Restrained Joint
Water Distribution Pipe" shall be paid at the contract unit price bid per
linear foot installed as indicated by the Itemized Proposal. The unit
price shall include full compensation for all labor, equipment and
materials to furnish and install pipe, sheeting, shoring, and backfill
materials including excavation, rock excavation, removal of existing
blowoff assemblies or caps, connection to existing mains, disposal,
disinfection, sampling, testing and all other incidental items required for
assembly and installation as specified by the Contract Documents and
Standard Specifications.
PART 3 - FIRE HYDRANTS
A. Basis of Payment
L Fire Hydrant Assembly: Payment for "Fire Hydrant Assembly" shall be
paid at the contract unit price bid per each fire hydrant assembly
Project No. SW5017 & WT5017 10000 -2 Franklin Heights Water & Sewer
Extension Project

installed as indicated ,by the Itemized Proposal. The unit price shall
include full compensation for all labor, equipment and materials to
furnish and install the hydrant, the 6 -inch ductile iron hydrant leg, 6-
inch gate valve, tee, required restraint, hydrant extension(s), washed
stone, backfill and all other incidental items required for assembly and
installation as specified by the Contract Documents and Standard
Specifications.
Fire Hydrant Assembly, Bored: Payment for "Fire Hydrant Assembly,
Bored" shall be paid at the contract unit price bid per each fire hydrant
assembly installed and bored as indicated by the Itemized Proposal.
The unit price shall include full compensation for the "Fire Hydrant
Assembly" as previously specified in addition to all work and incidental
items required to bore the hydrant leg under the roadway as specified
by the Contract Documents and Standard Specifications.
PART 4 - VALVES AND APPURTENANCES
A. Basis for Payment
L Gate Valve: Payment for "Gate Valve" shall be paid at the contract unit
price bid per each valve assembly installed as listed in the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials to furnish and install the valve, valve box or
manhole, required restraint, and all other incidental items required for
assembly and installation as specified by the Contract Documents and
Standard Specifications.
ii. Insertion Valve: Payment for "Insertion Valve" shall be paid at the
contract unit price bid per each valve assembly installed as listed in the
Itemized Proposal. The unit price shall include full compensation for all
labor, equipment and materials to furnish and install the valve and all
other incidental items required for assembly and installation as
specified by the Contract Documents and Standard Specifications.
iii. Pipe Fittings: Payment for "Pipe Fittings" shall be paid at the contract
unit price bid per each fitting installed as listed in the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials to furnish and install the fitting, mechanical
joint accessories, concrete reaction blocking, rodding, required
restraint, and all other incidental items required for assembly and
installation as specified by the Contract Documents and Standard
Specifications.
iv. Blowoff Assembly: Payment for " Blowoff Assembly" shall be paid at
the contract unit price bid per each blowoff assembly installed as listed
Project No. SW5017 & WT5017 10000 -3 Franklin Heights Water & Sewer
Extension Project

in the Itemized Proposal. The unit price shall include full compensation
for all labor, equipment and materials to furnish and install the concrete
thrust collar, concrete reaction blocking, threaded rod, tapped pipe
cap, gate valve, valve boxes, brass pipe, couplings and all other
incidental items required for assembly and installation as specified by
the Contract Documents and Standard Specifications.
v. Combination Air Valve Assembly: Payment for "Combination Air Valve
Assembly" shall be paid at the contract unit price bid per each
combination air valve assembly installed as listed in the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials to furnish and install the combination air
valve, corporation stop with tapping saddle when required, brass valve,
brass fittings, brass piping, manhole with ring and cover, washed stone
and all other incidental items required for assembly and installation as
specified by the Contract Documents and Standard Specifications.
vi. Tapping Sleeve and Valve Assembly: Payment for "Tapping Sleeve
and Valve Assembly" shall be paid at the contract unit price bid per
each tapping sleeve and valve assembly installed as listed in the
Itemized Proposal. The unit price shall include full compensation for all
labor, equipment and materials to furnish and install the tapping
sleeve, gate valve, concrete reaction blocking, valve box or manhole,
accessories and all other incidental items required for assembly and
installation as specified by the Contract Documents and Standard
Specifications.
vii. Tapping Saddle and Valve Assembly: Payment for "Tapping Saddle
and Valve Assembly" shall be paid at the contract unit price bid per
each tapping saddle and valve assembly installed as listed in the
Itemized Proposal. The unit price shall include full compensation for all
labor, equipment and materials to furnish and install the tapping
saddle, gate valve, concrete reaction blocking, valve box or manhole,
accessories and all other incidental items required for assembly and
installation as specified by the Contract Documents and Standard
Specifications.
viii. Thrust Collar: Payment for "Thrust Collar" shall be paid at the contract
unit price bid per each thrust collar installed as listed in the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials to furnish and install a concrete thrust collar
and all other incidental items required for assembly and installation as
specified by the Contract Documents and Standard Specifications.
Thrust collars required for proposed gate valves and fittings shall be
paid as part of the "Gate Valve" or "Pipe Fittings" pay items with no
separate or additional payment for the collar.
Project No. SW5017 & WT5017 10000 -4 Franklin Heights Water & Sewer
Extension Project

1
PART 5 — WATER SERVICE TAPS
' A. Basis of Payment
' i. Water Service Connection: Payment for "Water Service Connection"
shall be paid at the contract unit price bid per each water service
connection installed as indicated by the Itemized Proposal. The unit
price shall include full compensation for all labor, equipment and
materials to furnish and install the corporation stop, service saddle
when required, copper tubing, fittings, meter vault or box, meter setter,
' meter and all other incidental items required for assembly and
installation as specified by the Contract Documents and Standard
Specifications.
' ii. Water Service Connection, Bored: Payment for "Water Service
Connection, Bored" shall be paid at the contract unit price bid per each
' water service connection installed and bored as indicated by the
Itemized Proposal. The unit price shall include full compensation for
"Water Service Connection" as previously specified in addition to all
' work and incidental items required to bore the connection under the
roadway as specified by the Contract Documents and Standard
Specifications.
PART 6 — ABANDONMENT
A. General
L Water distribution pipe abandonment involves removing the pipe and
any related appurtenances from service and leaving them in such a
manner that no risk is posed to public health and safety. Pipe and
appurtenances that are to be removed because they present a conflict
' with the proposed work shall be drained of all contents, removed and
disposed of as part of the excavation process. There shall be no
separate payment for the removal of abandoned utility mains and
' appurtenances in the direct path of the proposed work.
ii. If the pipe or appurtenances to be abandoned are related to water
distribution pipe replacement the abandonment shall commence once
' the replacement water distribution pipe has been installed, tested, and
all water services have been transferred to the new pipe.
' iii. The Contractor shall notify the Fire Marshall prior to any fire hydrant
abandonment.
iv. The Contractor shall note the exact location of abandoned water
distribution pipe, fire hydrants, and valves on the as -built drawings.
Project No. SW5017 & WT5017 10000 -5 Franklin Heights Water & Sewer
IExtension Project

B. Abandonment
Water Distribution Pipe Removal: Water distribution pipe specified for
removal shall be physically disconnected and the active water
distribution pipe capped and thrust restrained. Once separated from the
active pipe, the pipe specified for abandonment shall be drained,
removed, and disposed of.
ii. Water Distribution Pipe Abandonment: Water distribution pipe specified
for abandonment shall be physically disconnected and the active water
distribution pipe capped and thrust restrained. Once separated from the
active pipe, the pipe specified for abandonment shall be drained and
pumped entirely full with cement grout. The cement grout shall have a
compressive strength of 500 -psi and shall be of an appropriate
consistency to completely fill the water distribution pipe.
iii. Gate Valve Assembly Abandonment: The gate valve specified for
abandonment shall be completely closed, the valve box removed and
disposed of, the resultant void space backfilled with a minimum 500 -psi
compressive strength, quick setting, non - excavatable flowable fill, and a
standard asphalt repair patch installed.
iv. Fire Hydrant Assembly Abandonment: The fire hydrant assembly
specified for abandonment shall have the associated gate valve
completely closed, the valve box removed and disposed of, the
resultant void space backfilled with a minimum 500 -psi compressive
strength, quick setting, non - excavatable flowable fill, and a standard
asphalt repair patch installed. The hydrant shall then be removed,
salvaged and returned to the Public Works Department and the existing
water main capped and thrust blocked. The void space shall be
backfilled with flowable fill and the final 2 -ft below ground level backfilled
with topsoil and restored.
v. Blowoff Assembly Abandonment: The blowoff assembly specified for
abandonment shall have the associated gate valve completely closed,
the blowoff assembly removed and disposed of, the resultant void
space backfilled with a minimum 500 -psi compressive strength, quick
setting, non - excavatable flowable fill, and a standard asphalt repair
patch installed.
vi. Combination Air Valve Abandonment
a. Paved Area: The air valve specified for abandonment in a paved
area or within 5 -ft of a roadway shall have the valve completely
closed and the associated manhole ring, cover, and chimney
removed and disposed of. The barrel of the manhole shall then be
filled with non - excavatable flowable fill from the bottom of the
manhole to within 8- inches of the surface of the roadway. The
pavement shall be replaced as specified elsewhere in the Contract
Documents.
Project No. SW5017 & WT5017 10000 -6 Franklin Heights Water & Sewer
Extension Project

b. Unpaved Area: The air valve specified for abandonment in an
unpaved area more than 5 -ft from a roadway shall have the valve
completely closed and the associated manhole ring, cover, and
chimney removed and disposed of. The uppermost barrel sections
of the manhole shall be removed up to a depth of at least 6 -ft from
the ground surface. The manhole barrel shall be filled with
aggregate base course to within 12- inches of the ground surface.
The manhole barrel shall be filled and tamped in 8 -inch lifts with
aggregate base course and compacted to a minimum of ninety
percent (90 %) Standard Proctor density. The upper 12- inches
shall be filled with screened topsoil and graded uniformly with the
surrounding area. The area shall be seeded and mulched as
specified elsewhere in the Contract Documents.
C. Basis of Payment
Water Distribution Pipe Removal: Payment for "Water Distribution Pipe
Removal' shall be paid at the contract unit price per linear foot of water
distribution pipe removed as indicated by the Itemized Proposal. The
unit price shall include full compensation for all labor, equipment and
materials and all other incidental items required to remove and dispose
of the water distribution pipe as specified by the Contract Documents
and Standard Specifications.
ii. Water Distribution Pipe Abandonment: Payment for "Water Distribution
Pipe Abandonment' shall be paid at the contract unit price per linear
foot of water distribution pipe abandoned as indicated by the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials and all other incidental items required to
abandon the water distribution pipe with flowable fill as specified by the
Contract Documents and Standard Specifications.
iii. Gate Valve Assembly Abandonment: Payment for "Gate Valve
Assembly Abandonment" shall be paid at the contract unit price bid per
each gate valve assembly abandoned as indicated by the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials and all other incidental items required to
abandon the gate valve assembly as specified by the Contract
Documents and Standard Specifications.
iv. Fire Hydrant Assembly Abandonment: Payment for "Fire Hydrant
Assembly Abandonment' shall be paid at the contract unit price bid per
each fire hydrant assembly abandoned as indicated by the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials and all other incidental items required to
abandon the fire hydrant assembly as specified by the Contract
Documents and Standard Specifications.
Project No. SW5017 & WT5017 10000 -7 Franklin Heights Water & Sewer
Extension Project

v. Blowoff Abandonment: Payment for " Blowoff Abandonment' shall be
paid at the contract unit price bid per each blowoff abandoned as
indicated by the Itemized Proposal. The unit price shall include full
compensation for all labor, equipment and materials and all other
incidental items required to abandon the blowoff as specified by the
Contract Documents and Standard Specifications.
vi. Combination Air Valve Abandonment, Paved Area: Payment for
"Combination Air Valve Abandonment, Paved Area" shall be paid at the
contract unit price bid per each air valve abandoned as indicated by the
Itemized Proposal. The unit price shall include full compensation for all
labor, equipment and materials and all other incidental items required
to abandon the air valve as specified by the Contract Documents and
Standard Specifications.
vii. Combination Air Valve Abandonment, Unpaved Area: Payment for
"Combination Air Valve Abandonment, Unpaved Area" shall be paid at
the contract unit price bid per each air valve abandoned as indicated by
the Itemized Proposal. The unit price shall include full compensation
for all labor, equipment and materials and all other incidental items
required to abandon the air valve as specified by the Contract
Documents and Standard Specifications.
PART 7 - TESTING AND DISINFECTION
A. General
The Contractor shall provide all labor, equipment, and materials to perform
all testing and disinfection in accordance with the Contract Documents and
the Standard Specifications. There shall be no additional payment for any
testing or disinfection procedures.
END OF SECTION 10000
Project No. SW5017 & WT5017 10000 -8 Franklin Heights Water & Sewer
Extension Project

SECTION 11000
' SANITARY SEWER GRAVITY MAINS
(Revised 7 -21 -2010)
PART 1 - GENERAL
A. The Contractor shall provide all labor, materials, tools, and equipment to
' perform all work and services necessary for, or incidental to, the furnishing
and complete installation of sanitary sewer gravity pipe, precast concrete
manholes, service lateral piping and connections, and aerial crossings in
' accordance with the Construction Drawings, Contract Documents, and the
latest edition of the Town of Cary Standard Specifications and Details
Manual (Standard Specifications).
tB. Although such work is not specifically shown or specified, all supplementary
or miscellaneous items, appurtenances and devices incidental to or
' necessary for a secure, complete and compatible installation shall be
furnished and installed as part of this section.
C. The Contractor shall submit to the Engineer, shop drawings for all products
and materials specified under this section for the construction of this project.
D. Pipe, fittings, manholes and all other essential products shall be delivered,
handled, maintained, and installed in an appropriate manner to avoid
damage. Provisions for handling, laying, protection and use of the products
shall be in accordance with the manufacturer's recommendations,
specifications and the Contract Documents and Standard Specifications.
When the manufacturer's recommendations differ from the Contract
Documents and Standard Specifications, the more stringent requirements
shall govern unless otherwise directed by the Engineer.
E. All materials used on this project must have a preliminary inspection by the
Inspector before being used for construction purposes. Rejected materials
shall be immediately removed from the job site.
F. No prolonged interruption of wastewater flow through sewer mains or sewer
service laterals shall be permitted, unless otherwise specified by the
Contract Documents. The Contractor shall be responsible for utilizing
bypass pumping and piping, flow diversion or other methods acceptable to
the Engineer for the purpose of maintaining wastewater flows, without spills
or service disruptions, throughout the entire duration of this construction
project. There shall be no separate and /or additional payments for
maintenance of flow unless specified as such by the Contract Documents.
The Contractor shall be solely responsible for any fines and /or penalties
incurred due to spills or leaks resulting from faulty by -pass pumping and
piping or flow diversion setups.
Project No. SW5017 & WT5017 11000 -1 Franklin Heights Water & Sewer
Extension Project

G. Rock Blasting and Excavation: Extreme care shall be exercised by the
Contractor at all times in the blasting of rock to give maximum protection to
both persons and surrounding property. "Extreme Care" is interpreted to
mean the provision of protective devices, such as mats, that will be
adequate to assure that there will be no projection of loose rocks into areas
outside the right -of -way or easements provided for construction of the sewer
main. Failure to take the necessary precautions will be considered a breach
of Contract, and work will be stopped until the Engineer and Owner are
satisfied that adequate protection will be provided on all remaining blasting
operations for the project. There shall be no separate or additional payment
for rock blasting, excavation, or removal of any kind.
H. Clean -up: The Contractor shall remove all excess excavation materials,
earth, debris, etc. and shall clean up and leave all affected property, streets,
roads and highways in a neat, clean and orderly condition as required
throughout construction and upon completion of the work specified under
this section. If so directed by the Engineer, the Contractor shall deposit all
or a part of the excess earth at such point or points as may be designated.
Excess earth shall only be placed and spread within the easement or right -
of -way when approved by the Engineer. Excess earth from trenches along
state controlled highways or roads shall be disposed of in a manner
satisfactory to the State Department of Transportation.
PART 2 - SANITARY SEWER PIPE MATERIALS AND INSTALLATION
A. Materials
i. General: Each length of pipe to be used shall have plainly and
permanently marked thereon the following information, as well as any
additional information specifically noted in the sections below:
a) Pipe class
b) Pipe strength designation or profile number
c) Manufacturer's name or trademark
d) Nominal pipe size
e) Year in which the pipe was produced
Fittings: Pipe fittings shall be ductile iron conforming to the requirements
of AWWA C110 and shall have a minimum rated working pressure of 250 -
psi.
B. Installation
L Piping Layout: The Contractor shall furnish a detailed piping layout for
approval by the Inspector prior to beginning the pipe laying operation.
Project No. SW5017 & WT5017 11000 -2 Franklin Heights Water & Sewer '
Extension Project

ii. Use of Laser Beam For Line and Grade: When using a laser beam to
control line and grade pipeline construction, the Contractor shall be
required to set a survey point (accurate to line and grade) 50 -ft upstream
of each manhole to serve as a check point. The Contractor will be
required to excavate the first 50 -ft of trench and transfer the line and grade
information from the check hub into the trench to verify the laser alignment
prior to laying any pipe in the trench. This hub information shall show on
the cut sheet.
iii. Water in Trenches: The Contractor shall remove all groundwater
encountered in the trenches by pumping, bailing, or by both and handling
the water in a manner that all pipe jointing may be made under dry
conditions.
Water shall be handled in such a manner to provide the best possible
laying conditions and shall be disposed of in a manner not detrimental to
the public health or to public or private property along the sewer right of
way.
Pipes shall be kept adequately plugged at all points to prevent flow of
ground or stormwater through the sewers and to prevent entry of sand,
mud, or other debris into the sewer.
iv. Sanitary Sewer Protection: The upstream side of the last manhole(s) of a
sanitary sewer line extension under construction shall be plugged by
constructing a brick/block wall to prevent the passage of groundwater,
runoff and sediment into the sanitary sewer system. All water upstream of
the wall shall be pumped out of the sanitary sewer line and all sediment
and solids shall be removed and properly disposed of by the Contractor.
The wall shall not be removed until the line has been inspected by the
Town to ensure that all possible points of inflow or infiltration have been
eliminated. Failure to meet these requirements will be deemed a violation
of the Sewer Use Ordinance with fines up to $1,000.00 per day.
C. Basis of Payment
Sanitary Sewer Gravity Pipe: Payment for "Sanitary Sewer Gravity Pipe"
shall be paid at the contract unit price bid per linear foot of sewer main
installed as indicated by the Itemized Proposal for each pipe diameter as
specified. Payment for depth shall be as specified in the Itemized
Proposal and shall be measured based on the depth from the existing
ground surface (prior to construction) to the invert of the sewer main. The
unit price shall include full compensation for all labor, equipment and
materials necessary to furnish and install pipe, bedding, sheeting, and
shoring including excavation, rock excavation and removal, bypass
pumping and piping, cleaning, video survey and assessment, testing, and
Project No. SW5017 & WT5017 11000 -3 Franklin Heights Water & Sewer
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all other incidental items required for assembly and installation as specified
by the Contract Documents and Standard Specifications. There shall be
no separate or additional payment to replace backfill materials deemed
unsuitable by the Engineer unless specified as such by the Contract
Documents.
Sanitary Sewer Protection: Payment for "Sanitary Sewer Protection" shall
be paid at the contract unit price per each wall installed as indicated by the
Itemized Proposal. The unit price shall include all labor, equipment, and
materials necessary to furnish and install the sewer protection and all other
incidental items required for assembly and installation as specified by the
Contract Documents (07020.C.1.a) and Standard Specifications.
PART 3 - SANITARY SEWER MANHOLE MATERIALS AND INSTALLATION
A. Installation
Excavation and Bedding: Excavation shall be made to the required depth
and the foundation onto which the precast concrete manhole is to be set
shall be approved by the Inspector. The excavation shall include the
removal of obstructions and the removal of unstable materials unsuitable
for a good foundation.
ii. Inverts: Inverts shall be field built with 1:2 concrete mortar. The shape of
the invert shall conform exactly to the lower half of the pipe it connects.
Side branches shall be connected with the maximum radius of curve that
is practical. All inverts shall be troweled to a smooth, clean surface. The
upstream half of the invert shall be built at the same slope as the incoming
pipe and the downstream half of the invert shall be built at the same slope
as the outgoing pipe, in order to conform with centerline inverts, unless
otherwise specified by the Engineer.
B. Basis of Payment
Precast Concrete Manhole: Payment for "Precast Concrete Manhole" shall
be paid at the contract unit price per each manhole installed based on the
depth of installation or per lump sum basis as listed in the Itemized
Proposal for each manhole diameter as specit'ted. The depth to be used for
payment purposes shall be the depth from the existing ground surface
(prior to construction) to the invert of the manhole. The unit price shall
include full compensation for all labor, equipment, and materials necessary
to furnish and install a precast concrete manhole with the necessary frame,
cover and flexible sleeves and all other incidental items required for
assembly and installation as specified by the Contract Documents and
Standard Specifications. There shall be no separate payments for
excavation, bedding, rock removal, bypass pumping and piping, coatings,
Project No. SW5017 & WT5017 110004 Franklin Heights Water & Sewer ,
Extension Project

1
joint seals, joint wraps, sheeting and shoring, vacuum testing, watertight
' rings and covers, vents, extensions above the ground surface, or any other
incidental items necessary to install the manhole unless otherwise specified
by the Contract Documents.
tii. XX -inch Cored Connection to Existing Manhole: Payment for "XX -inch
Cored Connection to Existing Manhole" shall be paid at the contract unit
' price bid per each cored connection installed as listed in the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials necessary to furnish and install a cored
' connection of the specified diameter, rebuild the bench and invert of the
existing manhole, provide a smooth transition for the flow stream, and all
other incidental items required for assembly and installation as specified by
' the Contract Documents and Standard Specifications. Service connections
cored directly into manholes shall be paid as part of the "Sanitary Sewer
Service Connection" or "Sanitary Sewer Service Connection, Bored" with no
separate payment for the core.
PART 4 - SERVICE LATERAL PIPING AND CONNECTIONS
A. Basis of Payment
' i. Sanitary Sewer Service Connection: Payment for "Sanitary Sewer Service
Connection" shall be paid at the contract unit price bid per each service
line installed as indicated by the Itemized Proposal. The unit price shall
' include full compensation for all labor, equipment and materials necessary
to furnish and install the service saddle, service line, wye, cleanout, stand
pipe, caps and all other incidental items required for assembly and
' installation as specified by the Contract Documents and Standard
Specifications. There shall be no additional payment for depth or diameter
unless otherwise specified by the Contract Documents.
' ii. Sanitary Sewer Service Connection, Bored: Payment for "Sanitary Sewer
Service Connections, Bored" shall be paid at the contract unit price bid per
' each connection that is installed as indicated by the Itemized Proposal.
The unit price shall include full compensation for all labor, equipment and
materials necessary to bore the service line under the roadway as well as
' furnish and install the service saddle, service line, wye, cleanout, stand
pipe, caps and all other incidental items required for assembly and
installation as specified by the Contract Documents and Standard
' Specifications. There shall be no additional payment for depth or diameter
unless otherwise specified by the Contract Documents.
1
' Project No. SW5017 & WT5017 11000 -5 Franklin Heights Water & Sewer
Extension Project

PART 5 — AERIAL CROSSINGS
A. General: The limits of the aerial crossing are defined from the outside face of
the outermost piers.
B. Basis of Payment:
Sanitary Sewer Aerial Crossing: Payment for "Sanitary Sewer Aerial
Crossing" shall be paid at the lump sum price bid for the complete aerial
crossing installed as indicated by the Itemized Proposal. The lump sum
price shall be full compensation for all labor, equipment and materials
necessary to furnish and install the aerial crossing, pipe, piers, and all
other incidental items required for assembly and installation as specified
by the Contract Documents and Standard Specifications. There shall be
no additional payment for any item within the aerial crossing limits unless
otherwise specified by the Contract Documents.
PART 6 — ABANDONMENT
A. Sewer Main Abandonment
General: Sewer main abandonment involves removing the main from
service and leaving it in such a manner that it poses no risk to the public
health and safety. Sewer mains that are to be removed because they
present a conflict with the proposed work shall be drained of all contents,
removed and disposed of as part of the excavation process. There shall
be no separate payment for the removal of abandoned utility mains in the
direct path of the proposed work.
a) Paved Areas: Sewer mains scheduled for abandonment in paved areas
or within 5 -ft of a roadway shall be filled with cement grout. The cement
grout shall have a minimum compressive strength of 500 -psi and shall
have a consistency to flow and be vibrated in order for the mix to flow
uniformly into the pipe to be filled.
b) Unpaved Areas: Sewer main abandonment in unpaved areas more than
5 -ft from a roadway shall consist of draining the contents of the main,
removing the main from service and plugging all openings with 500 -psi
cement grout. The cement plugs shall be set to extend at least 2 -ft
inside the main in order to provide a watertight seal. All openings in the
main created by removing service connections shall also be filled with a
plug of 500 -psi cement grout extending to the bottom of the main. The
Contractor shall be responsible for temporarily plugging the main in such
a manner to hold the cement grout in place until it cures. Cement grout
used to form plugs for abandoning sewer mains may be field mixed when
approved by the Engineer.
Project No. SW5017 & WT5017 11000 -6 Franklin Heights Water & Sewer '
Extension Project

ii. Basis of Payment:
a) Sewer Main Abandonment, Paved Area: Payment for "Sewer Main
Abandonment, Paved Area" shall be paid at the contract unit price per
linear foot of sewer main abandoned as indicated by the Itemized
Proposal. The unit price shall include full compensation for all labor,
equipment and materials necessary to fill the main with cement grout and
all other incidental items required to abandon the main as specified by
the Contract Documents and Standard Specifications.
b) Sewer Main Abandonment, Unpaved Area: Payment for "Sewer Main
Abandonment, Unpaved Area" shall be paid at the contract unit price per
each plug installed as indicated by the Itemized Proposal. The unit price
shall include full compensation for all labor, equipment and materials
necessary to install the plug and all other incidental items required to
abandon the main as specified by the Contract Documents and Standard
Specifications.
B. Manhole Abandonment
L General: Manhole abandonment involves removing the manhole from
service and leaving it in such a manner that it poses no risk to the public
health and safety.
a) Paved Areas: All manholes to be abandoned in paved areas or within 5 -ft
of a roadway shall have the ring, cover and chimney removed and
disposed of at an appropriate dump site. All connecting utility pipes shall
also be plugged with 500 -psi cement grout set to extend at least 2 -ft
inside the main. The barrel of the manhole shall then be filled with non -
excavatable flowable fill from the bottom of the manhole to within 8-
inches of the surface of the roadway. The pavement shall be replaced
as specified elsewhere in the Contract Documents.
b) Unpaved Areas: All manholes to be abandoned in unpaved areas more
than 5 -ft from a roadway shall have the chimney section of the manhole
including the ring and cover removed. The uppermost barrel sections of
the manhole shall also be removed up to a depth of at least 6 -ft from the
ground surface. All connecting utility pipes shall be plugged with 500 -psi
cement grout set to extend at least 2 -ft inside the main. The manhole
barrel shall be filled with aggregate base course to within X12- inches of
the ground surface. The manhole barrel shall be filled and tamped in 8-
inch lifts with aggregate base course and compacted to a minimum of
ninety percent (90 %) Standard Proctor density. The upper 12- inches
shall be filled with screened topsoil and graded uniformly with the
surrounding area. The area shall be seeded and mulched as specified
elsewhere in the Contract Documents.
Project No. SW5017 & WT5017 11000 -7 Franklin Heights Water & Sewer
Extension Project

ii. Basis of Payment
a) Manhole Abandonment, Paved Area: Payment for "Manhole
Abandonment, Paved Area" shall be paid at the contract unit price per
each manhole abandoned as indicated by the Itemized Proposal. The
unit price shall include full compensation for all labor, equipment and
materials and all other incidental items required to abandon the manhole
as specified by the Contract Documents and Standard Specifications.
There shall be no separate payment or adjustments for extra depth or
diameter.
b) Manhole Abandonment, Unpaved Area: Payment for "Manhole
Abandonment, Unpaved Area" shall be paid at the contract unit price per
each manhole abandoned as indicated by the Itemized Proposal. The
unit price shall include full compensation for all labor, equipment and
materials and all other incidental items required to abandon the manhole
as specified by the Contract Documents and Standard Specifications.
There shall be no separate payment or adjustments for extra depth or
diameter.
C. Manhole Removal (paved or unpaved areas)
General: Manholes that are to be removed because they present a
conflict with the proposed work shall be cleaned of all contents, removed,
and disposed of as part of the excavation process. There shall be no
separate payment for the removal of abandoned manholes in the direct
path of a proposed utility.
a) Paved Areas: The Contractor shall completely remove and dispose of
all components of the manhole, backfill the void space with flowable fill
to within 8- inches of the surface of the roadway, and replace the
pavement as specified elsewhere in the Contract Documents.
b) Unpaved Areas: The Contractor shall completely remove and dispose
of all components of the manhole, backfill the void space with flowable
fill within 12- inches of final grade, fill the remaining area with screened
topsoil graded uniformly with the surrounding area, and seed and mulch
as specified elsewhere in the Contract Documents.
ii. Basis of Payment
a) Manhole Removal, Paved Area: Payment for "Manhole Removal, Paved
Area" shall be paid at the contract unit price per each manhole removed
as listed in the Itemized Proposal. The unit price shall include full
compensation for -all labor, equipment and materials and all other
Project No. SW5017 & WT5017 11000 -8 Franklin Heights Water & Sewer '
Extension Project

' I specified b the
incidental items required to remove the manhole as p y
Contract Documents and Standard Specifications. There shall be no
separate payment or adjustments for extra depth or diameter.
b) Manhole Removal, Unpaved Area: Payment for "Manhole Removal,
' Unpaved Area" shall be paid at the contract unit price for each manhole
removed as indicated by the Itemized Proposal. The unit price shall
' include full compensation for all labor, equipment and materials
necessary to remove the manhole as specified by the Contract
Documents. There shall be no separate payment or adjustments for extra
' depth or diameter.
PART 7 — TESTING AND INSPECTION
' A. General: The Contractor shall provide all labor, equipment and materials to
perform all testing in accordance with the Contract Documents and Standard
' Specifications. There shall be no additional payment for any testing,
cleaning, or video assessment procedures.
IEND OF SECTION 11000
' Project No. SW5017 & WT5017 11000 -9 Franklin Heights Water & Sewer
Extension Project

SECTION 13000
UTILITY WORK ALONG HIGHWAYS
(Revised 08 -25 -2010)
PART 1 - GENERAL
A. The Contractor shall provide all labor, materials, tools, and equipment to
perform all work and services necessary for, or incidental to, the furnishing,
complete installation, and testing of all work along highways in accordance
with the Construction Drawings, Contract Documents, and the latest edition
of the Town of Cary Standard Specifications and Details Manual (Standard
Specifications).
B. Although such work is not specifically shown or specified, all supplementary
or miscellaneous items, appurtenances, and devices incidental to or
necessary for a secure, complete, and compatible installation shall be
furnished and installed as part of this section.
C. All work within the North Carolina Department of Transportation ( NCDOT)
right of way is done under permit. The Contractor shall secure the
necessary permits, notify NCDOT of proposed construction, and be
responsible for any damage due to construction. In addition, the Contractor
shall obey all traffic laws and comply with all NCDOT and local
requirements, rules, and regulations.
D. The Contractor shall provide adequate warning signs, lights, barriers, railing,
flaggers, etc., and shall conduct all work in accordance with the latest
versions of the NCDOT "Standard Specifications for Roads and Structures,"
NCDOT "Roadway Standard Drawings Manual," Manual on Uniform Traffic
Control Devices ( MUTCD), and the NCDOT Supplement to the MUTCD
( NCSMUTCD). The Contractor shall possess one copy of each of the above
referenced publications. Any conflicts found between the NCSMUTCD and
the MUTCD shall be resolved in favor of the MUTCD.
E. The Contractor shall conduct operations so as to maintain and protect
access for vehicular and pedestrian traffic, to and from all properties
affected by operations.
F. Unless otherwise stated in the Encroachment Agreement, construction
within 10 -ft from the edge of pavement on a NCDOT maintained roadway
shall be limited to the hours of 9:00 a.m. to 4:00 p.m.
G. The Contractor shall schedule "on the site" inspection prior to beginning
' work at highway bridges and /or box culverts by contacting the NCDOT Head
of Bridge Maintenance.
Project No. SW5017 & WT5017 13000 -1 Franklin Heights Water & Sewer
' Extension Project

H. Lines installed under major highways shall be constructed by boring or
tunneling as may be required by the NCDOT, the Contract Documents, and
the Standard Specifications.
I. Any unpaved road, side road, dwelling entrance road, commercial entrance,
road shoulder, or other area stabilized by rock material shall be protected
from erosion during construction and shall be stabilized by the use of
crusher run stone after backfilling. This stone stabilization shall be
approximately 4- inches thick unless otherwise directed by the Engineer.
PART 2 - OPEN CUTTING OF HIGHWAYS
A. General
i. Open cuts within the roadway shall have vertical faces where soil and
depth conditions permit and shall be shored where necessary. All excess
excavated material shall be removed and disposed of at a location
provided by the Contractor outside the limits of the right of way unless
otherwise approved by the NCDOT Division.
ii. A trench made in the travel portion of the roadway shall not be left open
overnight except in an emergency and only then when adequate
barricades, signs, and torches or lights are prominently displayed to
protect the traveling public.
iii. The Contractor shall backfill and replace all pavement cuts. The
Contractor shall also maintain ditches cut along and across roadways in
accordance with the permits received from the NCDOT and as required by
the Contract Documents and the Standard Specifications. Shoulders, side
ditches and cut or fill slopes shall be repaired to the satisfaction of the
NCDOT Division Engineer.
iv. Trench installations that may be vulnerable to damage due to
precipitation, or which may be hazardous to traffic shall be closed without
delay. A trench shall not remain open longer than 24 hours except with
the approval of the NCDOT Division Engineer.
v. Where utility lines pass under culverts on the NCDOT right of way, the
Contractor shall fill the void from the bottom of the utility line to the spring
line of the culvert with #57 stone. Where the distance between the bottom
of the culvert and the top of the utility line exceeds the radius of the
culvert, the Contractor shall compact soil around and above the utility line
to at least 95% of maximum dry density as measured by AASHTO Method
T99 and place #57 stone from the spring line of the culvert to a depth
below the bottom of the culvert at least equal to the culvert radius. There
shall be no separate or additional payment for this work.
Project No. SW5017 & WT5017 13000 -2 Franklin Heights Water & Sewer
Extension Project

vi. Excavation material shall not be stored on the pavement if it can
reasonably be handled otherwise. In cases where storing of excavated
material on pavement is absolutely necessary, it shall be moved as quickly
as practical, and the pavement shall be thoroughly cleaned. Sand or
screenings shall be placed on the pavement before the excavated material
to allow for better clean up.
vii. Excavation in the immediate vicinity of drainage structures shall be made
with special care so as not to damage or interfere with the use of the
existing drainage facilities. Drainage facilities that are damaged by the
Contractor shall be repaired immediately at no additional expense to the
Owner.
B. Perpendicular Trenching
Where a trench is cut perpendicular t o
width shall be obstructed at one time in
other half is cut, the initial trench
maintained for traffic.
C. Parallel Trenching
the road, only one -half of the road
order to maintain traffic. Before the
shall be made usable, safe, and
Where a trench is cut parallel to the road, adequate barricades and
warning signs shall be placed and, if necessary, flaggers shall be
employed to control traffic. If trenches are left open overnight, a sufficient
number of barricades, signs and torches or lights shall be prominently
displayed so that the traveling public will be adequately protected.
Where space permits, the trench bottom shall not be nearer the edge of
the pavement (measured in a horizontal plane) than the depth of the
excavation so that the theoretical slope from the edge of the pavement to
the bottom of the ditch is no steeper than a one -to -one slope. On paved
sections under 24 -ft in width, consideration shall be given for future
widening and paving of shoulders. Where, in the opinion of the NCDOT
Division Engineer, soil conditions are such that sheet pilings or other
shorings are necessary, they shall be placed by the Contractor. The
trench shall not be closer than 3 -ft to the edge of the pavement approved
by the NCDOT Division Engineer.
D. Compaction
The backfill around and under pipes or other utility installations on all open -
cut sections across or parallel to roadways shall consist of approved
material free from rocks compacted in 6 -inch lifts to at least 95% maximum
dry density as measured by AASHTO Method T99. Trench backfill above
Project No. SW5017 & WT5017 13000 -3 Franklin Heights Water & Sewer
Extension Project

the pipe shall be placed in lifts of 8- inches or less of uncompacted soil.
Each lift shall be thoroughly tamped by a mechanical tamp before the next
lift is placed. A pneumatic tamp, a gasoline ram type tamp, or a vibrating
tamp will be required to meet the specifications of a "mechanical tamp."
END OF SECTION 13000
Project No. SW5017 & WT5017 13000 -4 Franklin Heights Water & Sewer
Extension Project

SECTION 16000
SOIL EROSION AND SEDIMENTATION CONTROL
(Revised 1 -9 -02)
PART 1 - GENERAL
A. Temporary and permanent erosion control measures shall be provided for
all land disturbing activities in accordance with the Contract Documents
and /or an erosion control plan approved by the North Carolina Department
of Environment and Natural Resources ( NCDENR). Temporary measures
shall be installed by the Contractor, then inspected by the Inspector and the
NCDENR for compliance prior to any land disturbing activity. The inspection
and approval process shall be required on each 'phase of construction. All
permanent erosion control measures shall be incorporated into the work at
the earliest practical time. All temporary measures shall be maintained until
the permanent measures have taken effect. Temporary and permanent
measures shall be coordinated to provide effective and continuous erosion
control throughout the construction and post- construction period to minimize
siltation of streams, lakes, reservoirs, and other impoundments, ground
surfaces, and other property. These measures shall remain in effect until
final approval for removal is given by the Inspector and /or the NCDENR at
which time the Contractor shall remove all temporary erosion control
measures at no additional cost to the Owner.
B. The Contractor shall be familiar with the applicable provisions of the
Sedimentation Pollution Control Act of 1973, General Statutes,
Chapter 113A, Article 4. The Contractor shall be responsible for
incorporating conservation procedures necessary to comply with this act in
minimizing erosion and sediment pollution associated with the construction
of this project as directed by the Engineer.
C. The Contractor shall be financially responsible for any and all fines that
result from the Contractor's failure to install and /or maintain erosion control
measures in accordance with the Contract Documents.
D. The Contractor shall check all erosion and sediment control measures for
stability and operation following each rainfall event, and no less than once
per week. The Contractor shall make any needed repairs immediately to
maintain all control measures as designed.
E. The Contractor shall clean out all sediment trapping devices when the
device reaches 50% trap capacity and shall dispose of the sediment by
spreading on the site in a protected area or by hauling away if not suitable
for fill at no additional cost to the Owner.
Project No. SW5017 & WT5017 16000 -1 Franklin Heights Water & Sewer
Extension Project

PART 2 - TEMPORARY MEASURES
A. Temporary Silt Fence shall be installed around inlets, at the toe of all fill
slopes, and any other necessary locations as shown on the plans and as
directed by the Engineer. Silt fence shall be erected in accordance with the
Town of Cary Standard Specifications and Details.
B. Inlet Protection shall be installed around inlets and any other necessary
locations as shown on the plans and as directed by the Engineer. Inlet
protection shall be erected in accordance with the Town of Cary Standard
Specifications and Details.
C. Diversion Ditches shall be installed at the top of cut and fill slopes and any
other necessary locations as shown on the plans and as directed by the
Engineer. Diversion ditches shall be installed in accordance with the Town
of Cary Standard Specifications and Details.
D. Tree Protection Fence shall be installed around the drip line of trees in the
construction work area as shown on the plans and as directed by the
Engineer. The tree protection fence shall be installed in such a manner that
it prevents all construction activities from encroaching into the area inside
the drip line of the tree. The material and installation specifications for the
tree protection fence shall be approved for use by the Engineer prior to
installation.
E. Construction Entrances shall be installed at all points of access to the
construction site. Any access point, which does not have a construction
entrance, shall be barricaded to prevent its use. Construction entrances
shall be installed in accordance with the Town of Cary Standard
Specifications and Details. Construction entrances shall be included in the
unit bid price for "Mobilization."
F. Sediment and Filter Basins shall be installed at all points where
accumulated runoff is released to natural drainage channels as shown on
the plans and as directed by the Engineer. Sediment pits and filter basins
shall be sized to hold 1800 cubic feet of sediment for every acre of denuded
area tributary to the structure. Sediment and filter basins shall be installed
in accordance with the Town of Cary Standard Specifications and Details.
G. Catch Basin Risers /Filters shall be installed at proposed catch basin
locations or at other necessary locations as shown on the plans and as
directed by the Engineer. Catch basin risers /filters shall be erected in
accordance with the Town of Cary Standard Specifications and Details.
H. Check Dams shall be installed in ditches any and at other necessary
locations as shown on the plans and as directed by the Engineer. Check
Project No. SW5017 & WT5017 16000 -2 Franklin Heights Water & Sewer
Extension Project

dams shall be erected in accordance with the Town of Cary Standard
Specifications and Details.
I. Basis of Payment: Payment for temporary erosion control measures shall be
at the contract unit price for each item as indicated on the Itemized Proposal
in the contract documents. These prices will be full compensation for all
work covered by this section including but not limited to the labor,
equipment, and materials for furnishing and installing all temporary erosion
control measures indicated on the plans, and maintenance of the work
throughout the life of the project as required by the Inspector.
PART 3 - TEMPORARY AND PERMANENT NON LAWN SEEDING MEASURES
A. General:
After construction is complete in any area or phase of the project, the
disturbed areas shall receive a permanent ground cover. Seeding and
mulching shall be performed immediately behind construction. The
Contractor shall provide permanent seeding in all disturbed areas as
indicated in the Contract Documents. The Contractor shall adapt
permanent seeding operations to protect and to accommodate any
temporary seeding and soil and erosion control measures that may
already be in place during the work period.
When seeding must take place out of season for permanent grass the
appropriate temporary seeding shall be done and the contractor shall be
responsible for permanent seeding as specified in season at no
additional cost to Owner.
iii. Contractor shall be responsible for turf maintenance through substantial
completion. Slopes must be at 90% coverage at substantial completion
review to be accepted. If not at 90% coverage, substantial completion
will be delayed until the following growing season.
B. Site Preparation and Installation:
Ground Cover: All disturbed areas shall be dressed to a depth of five (5)
inches. The top two (2) inches shall be pulverized to provide a uniform
seedbed. Rake or harrow the site to establish a smooth and level final
grade. Soil particles should be no larger than marble size, and pea
gravel size is even better. Agricultural lime shall be applied at the rate of
95 lbs. /1000 sq. ft. immediately before plowing. Grass seed shall be
applied at the rates outlined in Tables 1 and 2.
ii. 5 -10 -10 fertilizer shall be applied to all disturbed areas at a rate of
21 lbs. /1000 sq. ft. Mulching shall consist of small grain straw applied at
a rate of 70 lbs. /1000 sq. ft. Mulched areas shall be tacked with asphalt
Project No. SW5017 & WT5017 16000 -3 Franklin Heights Water & Sewer
Extension Project

or other approved method sufficient to hold the straw in place, at a rate
of 150 to 200 gallons per ton of straw.
iii. If active construction ceases in any area for more than thirty (30) days,
all disturbed areas must be seeded, mulched, fertilized and tacked at no
additional cost to the Owner.
iv. Some areas may require temporary seeding due to an interruption of
work exceeding thirty (30) days or seasonal restrictions as specified in
the permanent seeding schedule, or a combination thereof. These areas
shall be reseeded in accordance with the permanent seeding schedule.
If temporary seeding is required due to Contractor delays, there will be
no compensation for the temporary seeding. Temporary seeding shall
be performed only at the direction of the Engineer or Inspector.
v. When seeding must take place out of season for permanent grass the
appropriate temporary seeding shall be done and the contractor shall be
responsible for permanent seeding as specified in season at no
additional cost to Owner.
C. Cleanup and Inspection:
L Upon completion of work, the Contractor shall remove from the site all
equipment and other articles used. All excess soil, stone, and debris
shall be removed and legally disposed of at no additional cost to the
Owner. All work areas shall be left in a clean and neat condition. All
damage to existing construction caused by landscaping operations shall
be repaired to the satisfaction of the Town at the Contractor's expense.
Seeded areas shall be protected and replanted as necessary to establish
a uniform stand of specified grass. Scattered bare spots, none of which
shall be larger that one (1) square foot, will be allowed up to a maximum
of 3% of the seeded area for each property. When seeded areas are
ready for inspection, the maintained turf areas shall be neatly mowed to
the uniform height of approximately two and one -half (2.5) inches. The
lawns shall be considered established only when the specified grass is
vigorous and growing well in addition to meeting the other requirements
specified.
iii. An inspection of the completed seeding shall be made at the conclusion
of the landscape work upon written notice requesting such inspection
submitted by the Contractor to the Engineer, at least ten (10) days prior
to the anticipated date of inspection.
iv. A final inspection shall be performed when a satisfactory stand of seeded
turf grass has been produced, upon written notice requesting such
inspection submitted by the Contractor to the Engineer, at least ten (10)
Project No. SW5017 & WT5017 160004 Franklin Heights Water & Sewer
Extension Project

days prior to the anticipated date of inspection. If a satisfactory stand of
turf has not been produced at the time of final inspection, necessary
repairs shall be performed in conformance with the requirements of this
section. Upon completion of these repairs, the seeded grass shall be
reinspected upon written notice as above.
D. Basis of Payment:
Payment for establishing permanent and temporary ground cover shall
be the actual amount of seeding installed and will be paid for at the unit
price bid per acre or square yard as indicated on the Itemized Proposal
in the contract documents for "Non Lawn Seeding and Mulching" and /or
"Temporary Seeding and Mulching." These prices shall be full
compensation for all work covered by this section including but not
limited to furnishing all permanent and temporary seeding, mulching,
fertilizing, tacking, site preparation, cleanup, maintenance, and warranty
of work as specified.
Distribution of Billing and Payments for "Non Lawn Seeding and
Mulching" and /or "Temporary Seeding and Mulching" shall be made as
follows:
' a) Fifty percent (50 %) of the total quantity of the seeding and mulching
items on the Itemized Proposal on the first partial payment estimate
after which the initial seeding has been completed and accepted.
b) Twenty -five percent (25 %) of the total quantity of the seeding and
mulching items on the Itemized Proposal on the first partial payment
' estimate made after which the initial establishment of grass and any
required reseeding is complete.
c) Twenty -five percent (25 %) of the total quantity of the seeding and
mulching items on the Itemized Proposal on the first partial payment
after the final establishment of grass and the project is one hundred
percent (100 %) complete.
TABLE 1
SHOULDERS, SIDE DITCHES, SLOPES
For Slopes Between 2:1 and 3:1
Date
Type
Planting Rate
Mar 1 - June 1
Sericea Lespedeza (scarified)
and
50 lbs. /acre
Mar 1 - Apr 15
Add Tall Fescue
or
120 lbs. /acre
Mar 1 - June 30
Add Weeping Lovegrass
or
10 lbs. /acre
Mar 1 - June 30
Add Hulled Common Bermuda grass
25 lbs. /acre
June 1 - Sept 1
** *Tall Fescue and
120 lbs. /acre
Project No. SW5017 & WT5017 16000 -5 Franklin Heights Water & Sewer
Extension Project

Notes:
Consult Stormwater Management Engineer or Natural Resources Conservation Service
(NRCS) for additional information concerning other alternatives for vegetation of denuded
areas. The above vegetation rates are those, which do well under local conditions; other
seeding rate combinations may be possible but must be approved by the Engineer.
** *Temporary - Reseed according to optimum season for desired permanent vegetation. Do
not allow temporary cover to grow over 12 inches in height before mowing to keep fescue from
being shaded out.
PART 4 - PERMANENT LAWN SEEDING MEASURES
A. General
The following information shall be applicable for all permanent lawn
seeding. Permanent lawn seeding shall take place within all developed
areas of disturbance including residential and commercial areas and
shall be replaced in kind of existing material by the Contractor. An
approved turf type tall fescue blend shall be used per the Contract
Documents. Kentucky 31 is not an acceptable blend.
When seeding must take place out of season for permanent grass the
appropriate temporary seeding shall be done and the contractor shall be
responsible for permanent seeding as specified in season at no
additional cost to Owner.
iii. Contractor shall be responsible for lawn maintenance through substantial
completion. Lawns must be at 90% coverage at substantial completion
review to be accepted. If not at 90% coverage, substantial completion
will be delayed until the following growing season.
B. Site Preparation:
Project No. SW5017 & WT5017 16000 -6 Franklin Heights Water & Sewer
Extension Project
** *Browntop Millet or
***Sorg hum -Sudan Hybrids
35 lbs. /acre
30 lbs. /acre
Sept 1 - Mar 1
Sericea Lespedeza (unhulled /unscarified)
and Tall Fescue
70 lbs. /acre
120 lbs. /acre
Nov 1 -Mar 1
Add Abruzzi Rye
25 lbs. /acre
TABLE 2
SHOULDERS, SIDE DITCHES, SLOPES
For Slopes 3:1 and Flatter
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 lbs. /acre
Nov 1 - Mar 1
Tall Fescue and Abruzzi Rye
300 lbs. /acre
Mar 1 - Apr 15
Tall Fescue
300 lbs. /acre
Apr 15 - June 30
Hulled Common Bermuda grass
25 lbs. /acre
July 15 - Aug 15
Tall Fescue and ** *Browntop Millet
or ** *Sor hum -Sudan Hybrids
35 lbs. /acre
Notes:
Consult Stormwater Management Engineer or Natural Resources Conservation Service
(NRCS) for additional information concerning other alternatives for vegetation of denuded
areas. The above vegetation rates are those, which do well under local conditions; other
seeding rate combinations may be possible but must be approved by the Engineer.
** *Temporary - Reseed according to optimum season for desired permanent vegetation. Do
not allow temporary cover to grow over 12 inches in height before mowing to keep fescue from
being shaded out.
PART 4 - PERMANENT LAWN SEEDING MEASURES
A. General
The following information shall be applicable for all permanent lawn
seeding. Permanent lawn seeding shall take place within all developed
areas of disturbance including residential and commercial areas and
shall be replaced in kind of existing material by the Contractor. An
approved turf type tall fescue blend shall be used per the Contract
Documents. Kentucky 31 is not an acceptable blend.
When seeding must take place out of season for permanent grass the
appropriate temporary seeding shall be done and the contractor shall be
responsible for permanent seeding as specified in season at no
additional cost to Owner.
iii. Contractor shall be responsible for lawn maintenance through substantial
completion. Lawns must be at 90% coverage at substantial completion
review to be accepted. If not at 90% coverage, substantial completion
will be delayed until the following growing season.
B. Site Preparation:
Project No. SW5017 & WT5017 16000 -6 Franklin Heights Water & Sewer
Extension Project

L Remove or kill any undesirable existing turf or vegetation. Herbicide
spraying or other chemical treatment shall be approved by the Engineer
prior to being used by the contractor. If preexisting turf or other
vegetation is mixed with the soil to be reused, the contractor shall use
' best judgement in removing it or incorporating it into the soil during
preparation.
' ii. If topsoil was not used to reestablish the upper soil layer and the upper
soil is heavy with high clay content, spread 1.5 -2 inches of aged ground
pine bark or bagged organic humus over the area to be repaired.
' iii. For all grasses except centipedegrass, apply per 1,000 square feet:
75 pounds of ground limestone and one of the following fertilizers:
40 pounds of 5- 10 -10; 20 pounds of 10- 20 -20; or 20 pounds of 8 -8 -8
or 10 -10 -10 in combination with 4 pounds of 0 -46 -0. Centipedegrass
prefers acidic soils and low levels of phosphorus and may not require the
addition of lime and phosphorus.
iv. Incorporate lime and fertilizer (and pine bark if added) into the top 6
inches of the soil using a rototiller or by hand. Rototill or hand cultivate
to well incorporate the amendments and get a uniform loosely textured
soil of minimum 6 -inch depth.
v. Rake or harrow the site to establish a smooth and level final grade. Soil
particles should be no larger than marble size, and pea gravel size is
' even better. Hand raking to level the soil and work out hills and hollows.
For areas larger than 100 sq. ft. allow rain or irrigate to settle the soil. In
some situations, the Engineer may require rolling or cultipacking to firm
' the soil before seeding. Hand rake again to break up the crusty surface
before seeding or planting.
' C. Installation:
i. General:
a) Seed or plant the required grass according to Table 3.
' b) The choice of turfgrass type, variety and propagation form shall be
specified in the Contract Documents, as specified in the Itemized
Proposal, or as designated by the Engineer.
c Seed shall be tagged certified seed. Germination shall be a minimum
of 95 %. Seed shall be 98% pure with less than 2% other -crop seed
' or debris. Seed shall be free of noxious weed seed.
d) Sod, sprigs, plugs or other vegetative plant propagation materials
' shall be certified free of noxious weeds. Materials shall be in good
Project No. SW5017 & WT5017 16000 -7 Franklin Heights Water & Sewer
' Extension Project

health and vigor, free of disease or pests, or damage from dryness,
adverse temperature, herbicides, fertilizer or other chemicals. Sprigs
that are older than 48 hours are not acceptable regardless of
condition.
e) The Contractor shall maintain a log of dates that sod, sprigs, plugs, or
other seeding installation was completed for each individual property
and shall notify the Engineer or Inspector of each day's progress.
ii. Seeding:
a) Sow the seed on freshly prepared soil. Ensure uniform coverage by
using a centrifugal (rotary) or drop -type spreader. Areas larger than
100 sq. ft. shall be seeded with a minimum of two passes at the
appropriate partial rate for each pass. For areas averaging greater
15 ft. width, apply half the seed in one direction and the other half at
right angles to the first direction.
b) Apply a starter -type fertilizer to the soil surface for example, 10
pounds of 5 -10 -10 or 5 pounds of 10 -20 -20 per 1,000 square feet at
the time of seeding.
c) Lightly cover the seed by hand raking or dragging with a mat or
chain -link fence. Roll or tamp the soil lightly to firm the surface and
provide good seed -to -soil contact.
d) Mulch grass seed with weed -free small grain straw or hay. Use one
bale per 1,000 square feet for warm - season grasses and 1 to 2 bales
for cool- season grasses. Stabilize small areas of mulch by rolling,
watering or tacking with asphalt tacking spray. Twine netting can be
used if wind displacement is a problem. If applied evenly and lightly,
these materials need not be removed. Larger areas shall be
stabilized by asphalt tacking spray or twine netting.
ii. Sprigging or Broadcasting:
a) Sprigging is the preferred method of installing bermudagrass in larger
areas. For smaller areas of bermudagrass, sprigging and plugging
are both good options. The less expensive is preferred. In some
cases sod may be less expensive or necessary due to
circumstances.
b) Broadcasting sprigs uniformly over the entire area. Bermudagrass or
zoysiagrass sprigs shall be broadcast at a minimum rate of 5 bushels
(yards) of sprigs per 1,000 square feet. Up to 10 bushels (yards) may
be used where very fast cover is desired. Press the sprigs into the
top '/2 to 1 inch of soil by hand, and then by using an old disk, set
Project No. SW5017 & WT5017 16000 -8 Franklin Heights Water & Sewer
Extension Project

straight. In the case of very large areas use a sprigging machine,
cultipacker, or roller. (Note - St. Augustinegrass is seldom
established through broadcasting because the stems are too
sensitive.)
' iii. Plugging:
a) Plugging is the preferred method of installing zoysia and St.
Augustine except where sprigging or sod is less expensive or
necessary due to circumstances.
b) Plugs shall consist of individual pieces of sod that are 2 inches or
larger. The plugs shall be planted at grade on 8 inch centers.
' iv. Sodding:
a)
Lay sod as soon as possible after it has been harvested to prevent
injury. Sod should be installed within 24 hours of delivery. While
installing, take action as necessary to prevent heat buildup within the
unlaid sod. Plan to unstack and unroll the sod if it cannot be laid
'
within 48 hours. Soil should be moist (but not overly wet) before
laying sod. Irrigating the soil several days before delivery is often
adequate.
b)
Start sodding from a straight edge (driveway or sidewalk) and butt
strips together, staggering them in a brick -like pattern. Avoid
stretching sod. Use a knife or sharp spade for trimming to fit
irregularly shaped areas. Lay sod lengthwise across the face of
slopes and peg or stake the pieces to prevent slippage. After the sod
has been placed, roll the lawn to ensure good sod -to -soil contact.
I c)
Water sod immediately after installation. Soak sod thoroughly
enough to penetrate soil below the newly installed sod to a minimum
depth of two (2) inches. Contractor is responsible for insuring
'
adequacy of water supply. The Contractor shall provided any
necessary temporary means to properly water sod, including
temporary pumps and sprinklers. Proper irrigation shall be required
by the contractor until the project has been inspected and is accepted
by the Town of Cary. (The Contractor shall be required to obtain all
applicable watering permits from the Town of Cary prior to beginning
'
watering activities.)
d)
In some cases sod can be laid in space planting "semi- checkerboard"
'
fashion in order to lower costs. This method is described here
assuming that the sod is cut into the standard 18 in. x 24 in. size.
The first piece of sod is laid with the narrow side flush to a straight
'
edge. This will start a row that is 24 in. wide. The next piece of sod
Project No. SW5017 & WT5017 16000 -9 Franklin Heights Water & Sewer
'
Extension Project

is laid likewise but it is spaced 9 in. away and parallel to the first piece
along the longer side. This is continued to make the first row. The
next row is laid flush with the previous and in the same fashion
except it laid offset by 9 inches, i.e. laid beginning at the centerline of
the first piece of sod in the previous row. Subsequent rows are laid in
this alternating pattern.
D. Cleanup and Inspection:
i. Upon completion of work, the Contractor shall remove from the site all
equipment and other articles used. All excess soil, stone, and debris
shall be removed and legally disposed of at no additional cost to the
Owner. All work areas shall be left in a clean and neat condition. All
damage to existing construction caused by landscaping operations shall
be repaired to the satisfaction of the Town at the Contractor's expense.
ii. Seeded areas shall be protected and replanted as necessary to establish
a uniform stand of specified grass. Scattered bare spots, none of which
shall be larger that one (1) square foot, will be allowed up to a maximum
of 3% of the seeded area for each property. When seeded areas are
ready for inspection, the maintained turf areas shall be neatly mowed to
the uniform height of approximately two and one -half (2.5) inches. The
lawns shall be considered established only when the specified grass is
vigorous and growing well in addition to meeting the other requirements
specified.
iii. An inspection of the completed seeding shall
of the landscape work upon written notice
submitted by the Contractor to the Engineer,
to the anticipated date of inspection.
be made at the conclusion '
requesting such inspection
at least ten (10) days prior
iv. A final inspection shall be performed when a satisfactory stand of seeded
turf grass has been produced, upon written notice requesting such
inspection submitted by the Contractor to the Engineer, at least ten (10)
days prior to the anticipated date of inspection. If a satisfactory stand of
turf has not been produced at the time of final inspection, necessary
repairs shall be performed in conformance with the requirements of this
section. Upon completion of these repairs, the seeded grass shall be
reinspected upon written notice as above.
E. Basis of Payment:
Payment for establishing permanent lawn ground cover shall be the
actual amount of seeding, sprigging or broadcasting, plugging, and /or
sodding installed and will be paid for at the unit price bid per acre or
square yard for the appropriate method and grass type as indicated on
the Itemized Proposal in the contract documents for "Permanent Lawn
Seeding and Mulching." This price shall be full compensation for all work
Project No. SW5017 & WT5017 16000 -10 Franklin Heights Water & Sewer
Extension Project

covered by this section including but not limited to furnishing all
permanent and temporary seeding, sprigging or broadcasting, plugging,
sodding mulching, fertilizing, tacking, watering, site preparation, cleanup,
maintenance, and warranty of work as specified.
ii. Distribution of Billing and Payments for "Permanent Lawn Seeding and
Mulching" shall be made as follows:
a) Fifty percent (50 %) of the total quantity of the seeding and mulching
items on the Itemized Proposal on the first partial payment estimate
after which the initial seeding has been completed and accepted.
b) Twenty -five percent (25 %) of the total quantity of the seeding and
mulching items on the Itemized Proposal on the first partial payment
estimate made after which the initial establishment of grass and any
required reseeding is complete.
c) Twenty -five percent (25 %) of the total quantity of the seeding and
mulching items on the Itemized Proposal on the first partial payment
after the final establishment of grass and the project is one hundred
percent (100 %) complete.
TABLE 3
LAWN SEEDING
Cool- and Warm- Season Grasses
Typical Planting Rate /1,000 sq. ft.
Lawn Grass
Planting Dates'
SeedsZ
pant e 3
Sprigging°
Tall fescue
March 1 to Oct. 15
(Aug. 15 to Oct. 1
optimum)
6
-
Tall fescue /annual (winter) rye
Oct. 15 to March 1
6 fescue
1 rye
Bermudagrass(seed)
Apr. 1 to Aug. 15
1 to 2
-
-
Bermudagrass (vegetative)
Apr. 15 to Aug. 30
-
5 4
5
Centipedegrass
March to July
0.25 to 0.50
5 4
-
o sia rass
Aril to July
54
5
St. Au ustine rass
Apr. to Jul
-
5
-
' Notes:
Sod consisting of cool- season grasses can be installed anytime the ground is not frozen.
Sod consisting of warm- season grasses can be installed as long as soil temperature
' exceeds 55° F. (typically April 15 to Oct. 1)
3 Pounds of seed per 1,000 sq. ft.
Square yards of turf cut into 2 -inch centers to plant 1,000 sq. ft.
' a Bushels of sprigs per 1,000 sq. ft. (1 sq. yd. of turf pulled apart is equivalent to 1 bushel of
sprigs.)
Project No. SW5017 & WT5017 16000 -11 Franklin Heights Water & Sewer
Extension Project

PART 5 - MATTING FOR EROSION CONTROL
A. Matting for erosion control shall be jute matting or excelsior matting. Matting
for erosion control shall not be dyed, bleached, or otherwise treated in a
manner that will result in toxicity to vegetation.
B. Jute Matting: Jute matting shall be of a uniform open plain weave of single
jute yarn, forty -eight (48) inches in width, plus or minus one (1) inch. The
yarn shall be of a loosely twisted construction and shall not vary in thickness
by more than one -half its normal diameter. There shall be 78 warp ends,
plus or minus 2, per linear yard; and the weight shall average 1.22 pounds
per linear yard of the matting with a tolerance of plus or minus 5 percent.
C. Excelsior Matting: Excelsior matting shall consist of a machine - produced
mat of curled wood excelsior at least 47 inches in width. The mat shall
weigh 0.975 pounds per square yard with a tolerance of plus or minus 10
percent. At least 80% of the individual excelsior fibers shall be 6 inches or
more in length. The excelsior fibers shall be evenly distributed over the
entire area of the blanket. One side of the excelsior matting shall be
covered with a woven fabric of twisted paper cord or cotton cord, or with an
extruded plastic mesh. The mesh size for either the fabric or plastic mesh
shall be a minimum of 1" x'1" and a maximum of 1 -1/2" x 3 ".
D. Wire Staples: Staples shall be machine -made of No. 11 gage new steel wire
formed into a "U" shape. The size when formed shall be not less than
6 inches in length with a throat of not less than 1 inch in width.
E. Basis of Payment: Payment for erosion control matting shall be based on
the actual quantity of matting in square yards installed in accordance with
the project Contract Documents and per unit price indicated on the Itemized
Proposal for "Erosion Matting."
PART 6 - RIPRAP DISSIPATION PADS
A. After construction is complete, all points of stormwater release shall be
protected by riprap dissipation pads.
B. Stone for plain riprap shall consist of field stone or rough unhewn quarry
stone. The stone shall be sound, tough, dense, resistant to the action of air
and water, and suitable in all other respects for the purpose intended. Stone
shall vary in weight from 5 to 200 pounds. At least 30 percent of the total
weight of the riprap shall be in individual pieces weighing a minimum of
60 pounds each. Not more than 10 percent of the total weight of the riprap
may be in individual pieces weighing less than 15 pounds each.
Project No. SW5017 & WT5017 16000 -12 Franklin Heights Water & Sewer
Extension Project

C. Unless otherwise directed by the Engineer, the stone shall be placed on a
' flat slope or as indicated on the plans. The stone shall be graded so that the
smaller stones are uniformly distributed throughout the mass.
D. The Contractor may place the stone by mechanical methods, augmented by
hand - placing where necessary, provided that when the riprap is completed it
forms a properly graded, dense, neat layer of stone.
E. The completed riprap shall be at least the thickness indicated on the plans,
with the top of the riprap pad flush with the surrounding finished grade.
F. Geotextile fabric consisting of Mirafl 14ON or equivalent shall be installed
under all riprap unless otherwise noted. No direct payment shall be made
for geotextile fabric. The price for geotextile fabric used under riprap shall
be included in the unit price bid for "Riprap."
G. Basis of Payment: Payment for riprap shall be based on the actual quantity
of riprap in tons provided and per the unit price for the appropriate class as
indicated on the Itemized Proposal in the Contract Documents for "Riprap."
The unit prices and payments for "Riprap" will be full compensation for all
work covered by this section including, but not limited to, all excavation,
embankment preparation, backfilling, and furnishing and placing riprap and
other materials.
PART 6 - LEVEL SPREADERS
A. Level spreaders shall be constructed in accordance with the most current
Town of Cary, NCDOT, and NCDENR standards.
B. Basis of Payment: Payment for "Level Spreader" shall be made under the
contract unit price bid per linear foot for the type of level spreader as
' indicated on the plans and in the Itemized Proposal. The unit prices and
payments shall be full compensation for all labor, equipment, and materials
necessary to properly install and maintain the level spreader in accordance
with the Contract Documents and shall also include any necessary clearing
and grubbing, grading, seeding and mulching and other incidentals to
satisfactorily install level spreaders.
' END SECTION 16000
Project No. SW5017 & WT5017 16000 -13 Franklin Heights Water & Sewer
IExtension Project

SECTION 17000
ENGINEERING FABRIC
' (Revised 1 -9 -02)
PART 1 - GENERAL
A. The work of furnishing and installing engineering fabric shall consist of
performing all work and services necessary to complete construction in
accordance with these Contract Documents. This fabric shall be used as
directed by the Engineer in order to stabilize the subgrade prior to
placement of stone base.
' PART 2 - SUBMITTAL
A. The Contractor shall submit manufacturer's technical data and a sample of
' the fabric to be used for approval by the engineer prior to actual use.
Submittals shall be in accordance with Section 02000 of the Contract
Documents.
' PART 3 -.MATERIAL
A. The engineering fabric shall be a woven fabric, specified for use on roadway
subgrade, having the following properties:
PART 4 - INSTALLATION
A. The fabric shall be free of defects or flaws, which may significantly affect its
physical properties. The fabric shall be overlapped a minimum of 24 inches
where necessary. Aggregate shall be back dumped and spread in a uniform
lift maintaining the design aggregate thickness at all times. Construction
vehicles will not be allowed to traffic directly on the fabric.
B. The soil shall not be overstressed. Equipment shall be utilized in spreading
the dumping that exerts only moderate pressures on the soil. Severe rutting
at the time of placement shall be corrected by increasing the aggregate
depth at no additional cost to the Town. Any ruts shall be filled with
additional aggregate rather than from aggregate bladed from surrounding
areas.
Project No. SW5017 & WT5017 17000 -1 Franklin Heights Water & Sewer
Extension Project
T icaI
Test
Tensile Strength, lbs.
200
ASTM D4632 -86
Elongation at Break, %
15
ASTM D4632
Puncture, Strength, lbs.
100
ASTM D0751
Mullen Burst, psi
400
ASTM D0751/3786
Trapezoid Tear, lbs.
75
ASTM D4533
PART 4 - INSTALLATION
A. The fabric shall be free of defects or flaws, which may significantly affect its
physical properties. The fabric shall be overlapped a minimum of 24 inches
where necessary. Aggregate shall be back dumped and spread in a uniform
lift maintaining the design aggregate thickness at all times. Construction
vehicles will not be allowed to traffic directly on the fabric.
B. The soil shall not be overstressed. Equipment shall be utilized in spreading
the dumping that exerts only moderate pressures on the soil. Severe rutting
at the time of placement shall be corrected by increasing the aggregate
depth at no additional cost to the Town. Any ruts shall be filled with
additional aggregate rather than from aggregate bladed from surrounding
areas.
Project No. SW5017 & WT5017 17000 -1 Franklin Heights Water & Sewer
Extension Project

PART 5 - PAYMENT
A. Basis of Payment: Payment of Engineering fabric shall be made at the
contract unit price for "Geotextile Fabric" as indicated in the Itemized
Proposal and measured for payment by the square yard. No allowance will
be made for material in laps and seams. The contract unit price and
payment shall constitute full compensation for furnishing all labor, material,
equipment, and performing all operations in connection with placing the
engineering fabric as shown on the contract plans or as directed by the
Engineer.
END OF SECTION 17000
Project No. SW5017 & WT5017 17000 -2 Franklin Heights Water & Sewer
Extension Project

SECTION 18000
PAVEMENT MARKINGS
(Revised 1 -9 -02)
PART 1 - GENERAL
A. All work associated with the furnishing, installing and removing of pavement
markings and pavement markers shall be performed in accordance with
these contract documents and the latest publication of the North Carolina
Department of Transportation "Standard Specifications for Roads and
Structures" and "Roadway Standard Drawings." Permanent Pavement
Markings shall be Alkyd /Maleic Thermoplastic.
PART 2 - PAYMENT
A. Basis of Payment: Payment for pavement markings and pavement markers
shall be as indicated on the Itemized Proposal in the Contract Documents.
END OF SECTION 18000
Project No. SW5017 & WT5017 18000 -1 Franklin Heights Water & Sewer
Extension Project

SECTION 20000
CONSTRUCTION TRAFFIC CONTROL
(Revised 1 -9 -02)
PART 1 - GENERAL
A. The work covered by this section consists of furnishing, erecting, maintaining,
relocating, and removing traffic control devices in accordance with the
Contract Documents as well as the latest versions of the NCDOT "Standard
Specifications for Roads and Structures," NCDOT "Roadway Standard
Drawings Manual," MUTCD, NCDOT Supplement to the MUTCD, or as
directed by the Engineer.
B. All traffic control devices furnished by the Contractor shall remain the
property of the Contractor, unless otherwise specified by the contract.
Traffic control devices shall include, but are not limited to signs, drums,
barricades, barriers, electronic variable message boards, cones, delineators,
flashing arrow panels, temporary guardrails, temporary concrete median
barriers, vehicle- mounted temporary impact attenuators, pavement
markings, raised reflective pavement markers, flaggers, and pilot vehicles.
PART 2 - MATERIALS - GENERAL
A. Unless otherwise required, materials used in the fabrication and installation
of construction traffic control devices shall be in accordance with the
applicable provisions of the MUTCD. When traffic control devices are no
longer required for traffic handling in the initial phase of construction
requiring their use, they may be reused at various locations throughout the
project provided the device is not defaced, is structurally sound, clean and
otherwise conforms to the above requirements.
B. All enclosed lens (Engineer's Grade) sheeting required for use on traffic
control devices shall have an identification mark on the surface. This mark
signifies that the sheeting meets the requirements of Federal Specification
L- S -300C for Minimum Reflectivity 1 Sheeting and Tape. The identification
mark shall not interfere with the function of the device, but shall be visible
both day and under illumination at night without the use of special devices.
No work on the project shall start until all the traffic control devices required
for the particular work activity are inspected and approved by the Engineer.
C. Traffic control devices which do not meet the requirements of this section
shall not be used. If a device ceases to meet the requirements of this
section during the project, it shall be promptly removed and replaced with a
conforming device at no additional compensation. The Engineer shall have
the authority to determine the acceptability of the traffic control devices.
Project No. SW5017 & WT5017 20000 -1 Franklin Heights Water & Sewer
Extension Project

PART 3 - CONSTRUCTION METHODS - GENERAL
A. Existing public streets or highways shall be kept open to traffic at all times
by the Contractor unless permission to close these streets, or portions
thereof, is granted by the Engineer. The Town of Cary Communications
Division of the Police Department must be contacted BY THE
CONTRACTOR A MINIMUM OF 24 HOURS before any streets are closed
or partially closed.
B. Traffic control devices shall be installed at the inception of construction
operations, and shall be properly maintained, relocated as necessary,
cleaned, and operated during the time they are in use. They shall remain in
place only as long as they are needed and shall be immediately removed
thereafter. Where operations are performed in stages, only those devices
that apply to the conditions present shall be left in place.
C. The location, legends, sheeting, dimension, number of supports, and
horizontal and vertical placement of warning signs, barricades, and other
traffic control devices shall be as required by the plans or the MUTCD or as
directed by the Engineer. The Contractor may submit for the Engineer's
consideration a method for handling traffic other than as shown on the
plans. The alternate traffic control plans shall not be used until they are
approved in writing by the Engineer. During periods when not warranted,
warning signs and other devices shall be removed from the work area,
covered with specified material, or otherwise positioned so that they do not
convey their message to the traveling public. If covered, the covering
material shall be exterior plywood and shall cover the entire face of the sign
panel. The covering material shall be installed in such a manner that the
sign panel will not be defaced. Non -metal washers or other spacing devices
shall be used to keep the plywood covering material from direct contact with
the sign panel. Covering material shall be maintained in a neat manner
during its use.
D. Weeds, brush, trees, construction materials, equipment, etc. shall not be
allowed to obscure any traffic control device in use. There will be no
separate compensation for any trimming or cutting required for this purpose.
E. Competent and properly trained flaggers, properly attired and equipped,
shall be provided when directed by the Engineer or when the Contractor
deems it necessary to safely handle traffic through the construction zone.
F. The Contractor shall assume full responsibility for the continuous and
expeditious maintenance of all construction warning signs, barricades, and
other traffic control devices which in the opinion of the Engineer are
damaged by traffic or other means or deteriorated beyond effectiveness.
Project No. SW5017 & WT5017 20000 -2 Franklin Heights Water & Sewer ,
Extension Project

' Conditions covered under maintenance shall include but not be limited to
replacement due to loss of reflectivity; replacement of broken supports;
plumbing of leaning signs; cleaning of dirty signs, barricades, and other
devices; repair of defaced sheeting and legend; and replacement of stolen
or vandalized items. All items used for traffic control shall be maintained in
a satisfactory condition. Failure to maintain all traffic control devices in a
satisfactory condition may be cause for suspension of construction
operations until proper traffic control is re- established.
G. The Contractor shall follow the construction procedure and maintenance of
traffic as shown on the Traffic Control Plan, unless a more workable plan is
' agreed to by the Engineer prior to or during the execution of the work. The
Contractor shall complete each construction phase in the sequence shown
(Example: Phase I -A must be completed before I -B).
H. Work on the project shall not start until all the traffic control devices required
' for the particular work activity have been inspected and approved by the
Engineer.
I. The Contractor shall continuously review and maintain all traffic control
measures to assure that adequate provisions have been made for the safety
of the public and workers.
' J. The Contractor shall furnish a material certification for all new and used
reflective sheeting.
PART 4 -.PAYMENT
A. Basis of Pavment:
i. Payment for traffic control shall be made at the contract lump sum price
' for "Temporary Traffic Control' or as designated on the Itemized
Proposal. Payment will include all work covered by this section. If no
item is included for traffic control devices in the "Itemized Proposal," all
traffic control devices must be placed, and no direct payment shall be
made. Payment will be full compensation for all work of furnishing,
erecting, relocating, maintaining and removing any and /or all temporary
traffic control devices.
ii. If traffic control measures are designated separately on the Itemized
' Proposal, measurement and payment shall be made as follows:
a) "Stationary Construction Signs" will be paid by the actual number of
square feet of sign panels installed at each location required by the
contract. Where a particular sign is used at more than one location,
measurement will be made at each location.
Project No. SW5017 & WT5017 20000 -3 Franklin Heights Water & Sewer
Extension Project

b) "Non- Metallic Drums" shall be paid by the maximum number of drums
acceptably placed at any one time during the life of the project as
required by the contract.
c) "Portable Temporary Traffic Control Devices" shall include, but are
not limited to portable signs, temporary guardrails, barricades,
barriers, electronic variable message boards, cones, delineators,
flaggers, pilot vehicles, and any other traffic control devices not
covered by any other section included in this contract.
iii. Payment for "Temporary Traffic Control," "Stationary Construction Signs,"
"Non- Metallic Drums," and "Portable Temporary Traffic Control Devices"
shall be made as follows:
a) Fifty percent (50 %) of the total quantity of each item on the Itemized
Proposal on the first partial payment estimate after which said item(s)
have been placed into operation.
b) Twenty -five percent (25 %) of the total quantity of each item on the
Itemized Proposal on the first partial payment estimate made after the
project is 50% complete.
c) Twenty -five percent (25 %) of the total quantity of each item on the
Itemized Proposal on the first partial payment after the project is one
hundred percent (100 %) complete.
Project No. SW5017 & WT5017
END OF SECTION 20000
20000 -4 Franklin Heights Water & Sewer ,
Extension Project