20040921 Ver 1_Complete File_20040730

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
July 30, 2004
City of Raleigh
Public Utilities Department
P.O. Box 590
Raleigh, NC 27602
Subject Property: NC 50 Force Main, Garner, NC
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ Project # 04-0921
Wake County
Page 1 of 3
Approval of 401 Water Quality Certification and Authorisation Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions ,
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.17 acres of wetlands and 1,600 square feet (ftZ) of Zone 2 of the protected
riparian buffers for the purpose of installing a sewer system force main at the subject property, as
described within your application dated June 7, 2004 and received by the N.C. Division of Water Quality
(DWQ) on June 8, 2004. After reviewing your application, we have decided that the impacts are covered
by General Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to
use Nationwide Permit(s) 12 when issued by the US Army Corps of Engineers (USAGE). This letter
shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per
15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: httg://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Empbyer - 50% Recycled/10% Post Consumer Paper
NorthCarolina
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City of Raleigh / DWQ Project No. 04-0921 ~
Page 2 of 3
July 30, 2004
The Additional Conditions of the Certification are:
1. Impacts Approved -The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts
are approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 0 (feet) -
404 Wetlands 0.17 (acres) Irri act Site No. 1 & 2
Waters 0 (acres) -
Buffers 1,600 (s uare ft.) Zone 2 onl
2. Erosion & Sediment Control Practices -Erosion and sediment control practices must be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur
in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-
Construction Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices, shall be performed
so that no violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters -Sediment and erosion
control measures shall not be placed in wetlands or waters to the maximum extent practicable. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of
Land Resources has released the project.
5. Sewer Systems -The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State,
Federal and local sewer system regulations.
6. Water Quality Certification(s) -The proposed project must comply with all of the conditions of
General Water Quality Certification(s) (GC) 3374.
7. Certificate of Completion -Upon completion of all work approved within the 401 Water Quality
Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct

~;ity or xaie~gn i liwtl rro~ect ivo. o4-~y~i
Page 3 of 3
July 30, 2004
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or LAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland. or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. 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 certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincer y,
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W. Klimek, P.E.
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Enclosures: GC 3374
Certificate of Completion
cc: Kevin F. Carter, PE, Kimley-Horn & Associates, PO Box 33068, Raleigh, NC 27636-3068
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 040921

~ Kimley-Horn
~ ~ and Associates, Inc.
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June 7, 2004 ~
P.O.Boz 33068
Mr. John Dorney Raleigh, North Carolina
27636.3068
Environmental Supervisor
DENR -Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604 ~NQS'
Re: NC 50 Force Main /~~~
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Applicant: City of Raleigh E/(~N ~~ k~
Public Utilities Department wAr ''' ~ UU~
KHA Job # 0 1 1 063034 ~Q(/,4~~n,s PAYMENT
F~r~oN RECEIVED
Dear Mr. Dorney:
Please find the enclosed seven (7) copies of the PCN application and
corresponding figures, plans, and specifications. An additional copy of this form
and associated documents was submitted to Ms. Jean Manuele at the USACE
Regulatory Field Office.
Project Description: The City of Raleigh is proposing to construct approximately
9.1 miles of 30-inch ductile iron force main within NCDOT right-of-way from
NC 50 to Auburn-Knightdale Road (see Fi ug re 1, Vicinity Map). The project is
impacting 0.17 acres of wetlands that are located either within existing public
utility easement or existing right-of-way. Also, the force main will be jack and
bored underneath two streams (the only streams impacted), and these temporary
impacts will only occur in Zone 2.
By reviewing the USGS and Wake County Soils maps (Fi ure 2 and Fi ug re 3,
respectively), you will note that the graphic depicts additional stream crossings.
Streams #1 and #2 are where the project will temporarily impact Zone 2.
Additional places on the graphic that appear to be stream crossings are actually
not prevalent in the field. These stream crossings were labeled and are
summarized in the following table as to why they are not impacts on this project.
Table 1. Stream Impacts Summary
Stream Comment
A Not seen in field
B Ina culvert underneath New Bethel
Church Road
C In a culvert underneath Clifford Road
^
TEL [phone]
FAX [phone]

^ ~ ^ Kimley-Horn
~ and Associates, Inc,
Stream Comment
D In a large culvert underneath present-
da I-40
E Not seen in field
F Headwaters of this stream start several
hundred feet east of this ro'ect
G In a culvert underneath White Oak
Road
H Longitudinal stream several hundred
feet east of this ro'ect
I Headwaters of this stream start several
hundred feet south of this ro'ect
Authorized Aeent Contact Information
Kevin F. Carter, P.E.
Kimley-Horn and Associates, Inc.
Phone [phone]
Fax [phone]
[e-mail]
Annlicant Contact Information
Mr. Ron Horton
City of Raleigh
Public Utilities Department
Phone [phone]
Fax [phone]
Email - [e-mail]
Please do not hesitate to contact me at 919-678-4078 should you have any
questions.
Very truly yours,
KIML - D ASSOCIATES, INC.
Kevin
Ass fate
cc: Ron Horton, CORPUD
Erica Van Tassel, P.E., Kimley-Horn

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Office Use Only: Form Version May 2002
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USACE Action ID No. DWQ No, •?~ ~ .~
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I.
II.
Processing
1. Check all of the approval(s) requested for this project: '~~ ~~,
®Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
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1 Names/ Cpt1 of R leioh PPublic Utilities De artment r)~ ~ r'~-~/{~r~O
Mailing Address: P. O. Box 590, Raleigh, NC 27602
Applicant Information
Telephone Number: 919-857-4540 Fax Number: 919-857-4545
E-mail Address: ron.horton~a~,ci.raleigh.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin F. Carter P.E.
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: P.O. Box 33068, Raleigh, NC 27636-3068
Telephone Number: 919-677-2000 Fax Number: 919-677-2050
E-mail Address: Kevin.carter(a,kimley-horn.com
Page 5 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USAGE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: NC 50 Force Main
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): several -see site plans
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): starting at the southwestern
corner of NC 50 and New Bethel Church Rd., east along New Bethel Church Rd.,
traverses north and eastward to project terminus at Auburn-Knightdale Rd. near LaCosta
Way (see overall site map).
5. Site coordinates, if available (UTM or Lat/Long): linearproject; see attached sheet
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 48 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River (project terminus,
White Oak Creek (mid-project), Lake Benson (project be ig nning)
8. River Basin: Neuse River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The majority of the project is located within NCDOT right-
Page 6 of 13

of-way or City of Raleigh utility easements. General land use in the vicinity of the project
consists of residential, light commercial, and agricultural.
10. Describe the overall project in detail, including the type of equipment to be used:
The project is a linear project with the construction of a proposed ductile iron force main.
The force main consists of approximately 9.1 miles of 30" ape.
The type of equipment to be used on this project consists of backhoes, excavators, trenchers,
loaders, etc. The force main will be constructedprimarily within NCDOT right-of--way. The
force main will be bored underneath NCDOT road crossings and stream crossings.
11. Explain the purpose of the proposed work: The purpose of the project is to pump sanitary
sewer flows from the existing NC 50 Qump station and the existing White Oak pump station,
which pump south to the Garner WWTP facility, northward to the existing City of Raleigh
Neuse River Wastewater Treatment Plant.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 7 of 13

plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Mechanized clearing, excavation,
and backfill to pre-construction conditions
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
1 Trenching 0.14 Yes 100 Grassy, existing easement
2 Trenching 0.03 No 1,600 Grassy, roadway shoulder

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.¢ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.17
Total area of wetland impact proposed: 0.17 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
leases ecif
None proposed

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 8 of 13

stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.QOV. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: none proposed
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
indicate on ma
*
Type of Impact Area of

Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
ba ,ocean, etc.
none

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): none proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
For all stream crossinQS, the force main will be iack and bored underneath the stream to
avoid direct impacts. The bore pits are temporary and will be located outside of the Neuse River
zone 1, and the ground cover in the bore pit area will be re-established tore-construction
Page 9 of 13

conditions. For the wetland impacts, proper erosion control measures will be implemented, and
the area will be re-established to pre-construction conditions.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strm~ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
Page 10 of 13

the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ^
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ^ If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 11 of 13

Zone* Impact
s uare feet Multiplier Required
Miti ation
1 0.0 3 0.0
2 1,600 1.5 0.0
Total 1,600 0.0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Stormwater is addressed with nroner erosion control measures. There is no additional
impervious acreage proposed with this project, as the force main will be installed underground.
XII. Sewage Disposal (required by DWQ)
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.
This protect does not generate additional wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 12 of 13

work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

7~fpkcant/Agent's Signature ~ ~ Date
's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

Gitr~ (~f Raleigh
,North Carolina
May 4, 2004
Letter of Authorization
I, Ron T. Horton, authorize Kimley-Horn and Associates, Inc. to act as my agent in
applying for any required US Army Corps of Engineers and NCDENR DWQ permits
associated with the NC 50 Force Main project in Raleigh and Garner, North Carolina.
The project area extends from NC 50 at New Bethel Church Road to Auburn-Knightdale
Road at LaCosta Way.
=~ vT~
~ ,
Ron T. Horton '
Project Manager
City of Raleigh
Public Utilities Department
6~
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Date
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH, NORTH CAROLINA 27602
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1

r
sr

yak- Rd 1617 d ° nn 2063
o ~ maS' 5317 ~ Q~e~ 2055 ~ 2 4
1891 ~ 42 1650 ~ I ~ 1 1
~ ~~ Miles
Title Vicinity Map
NC 50 Force Main
^~~ Prepared For: Project City of Raleigh
~ Public Utilities Department
KimleyHorn City of Date Project Number Figure
and Associates, Inc. Raleigh
5/13/2004 011063034 1

igh We Rai h East Knightdale Zebu_
,•Salt -Hill -R.
�-
La;ke eater Clayton Flower Fox Trap�t t� , ` \" 2708 " ),
J70
42
i
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ier dson
-,_
V
j
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Wetland Crossing #1
i J o
Stream Crossing #9
I� 1 r 11k (Zone 2 Only) f l' kN;Fl o�
d i
y ct
umD
.ZSNiI'NA✓Yyf .. 711
i
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1
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r, r
�&���fl..� .t f/� 'gip„ 11 f, `
�
Cr
r \'
=1 I' Feet
Title USGS Quad Map (Garner 1987)
NC 50 Force Main
❑�� Prepared For: Project City of Raleigh
— Public Works Department
Kimley-Horn City of Erosion and Sediment Control Plan
and Associates, Inc. Raleigh Date Project Number Figure
5/13/04 011063034 2a

Lake Vy
h East Knightdale Zet
Clayton F16
70 _
4
0 2.5 5
dson
Ask Miles
f 70
t 1 fit- f
`-� • KingArthur,—T,rl+Kin AMhmr•Trl
ter
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Stream Crossing #2
(Zone 2 Only)
Oak+
ite• �J
I
i, th1
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v 1'
;\ I
x D Old•-aseade-Dr. Escondido+arm•wJ-'*"
0
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A
� � N
�p
0 1,000 2,000
1 1 A
Feet
Title USGS Quad Map (Garner 1987)
NC 50 Force Main
Prepared For: Project City of Raleigh
_ Public Works Department
Kimley-Horn City of Erosion and Sediment Control Plan
and Associates, Inc. Raleigh Date Project Number Figure
5/13/04 011063034 2b

igh We ' Ral h East Knightdale Zeb ~ , r 5212 •> a
- ~' I . 1 ra
~ / ~ c0 'r
r - L-a•Gosta-Way ~J~ .i/
~~' \ yo`. Pa~~7
~t lv ~ ~~
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' ~ 70 ,~ y
42
!
(] 2,5 $ ~• .~ Balfle•9ridga.Rd ~ ~P
ier dson ' ''
Miles .,r, -r
Ge~2 _ / _. r ~ _ 1 r ~, , ,
~^ , ~ \ / X,. aka - ,;~~~ ~ ~+ _L ~ ''~% -, ~ ~f/~'
it ~ ; ~ .~ I '~ - I
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t. ~' ~+ StOFO ~~ 7G! i} •' ~ Ri +r ; €tjf ~~ ~ lid f.
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' ~ ~ .~ ~ ~ ~ ~ I il, ~!
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• i r ~I ~ ~ ti i. Ilr ~. l
~ C
' o Wetland Crossing #2 . ' ~ k'-` ~1~ I ''j_~
,'~.~ t1I'll ,te~RFl~ •3 tab ~ ~ ~ '
• bSt Apburn :kb _ ~•
+~ 4115 ~. ~ ~"~,~
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,~ . ~ 4
~• i •~ M44dwhi .I ~~~. ac'`g~ StauHe~ t ~ E
~ ~~ SJ{ . ~• r - 70 ~d`a~ .~~- a s I
. ~ ~1`~~y ~r~ , 0 1,000 2,00 i
T- ••K'n~A hurTirk~~n AFihur•Trl
-. f ~~
r ,, F
• e
t
_.. ,
• . - ~; ~--~-e
qtr. L
Title USGS Quad Map (Garner 1987)
NC 50 Force Main
~~~ Prepared For: project City of Raleigh
~ Public Utilities Department
Kimley-Horn City of
and Associates, Inc. Raleigh Date Project Number Figure
5/13/04 011063034 2c

f'v Wetland Crossing #1
F:-
'
Ta Stream Crossing #1
(Zone 2 Only)
AL
j{\'�j '�i e � y r: a�t6 fi' ✓d� ted' �� �,y � ,` �R ♦r1Py
Stream A
01 3
Stream B
r ur iIN
f
Q; t
~AMI, ---� �+ �. ¢ . ir- ! r a t d.'z . ,Y i:.'x: lFv Apr
fin_
A ? j" CIO*' + x ` ° `F:af,~.`�
F}i>t{: l �� �,e fV�7/. - 4 `�4 #.�' M•6IY '`\�� l\�•,\la �.
{ N
Vit. ti S
Title I Wake County Soils Map
NC 50 Force Main
Prepared For: Project City of Raleigh
Public Utilities Department
Kimley-Horn City of Date Project Number Figure
and Associates, Inc. Raleigh
5/13/04 011063034 3a
alts'.'
f
'�
.
Ft
f'v Wetland Crossing #1
F:-
'
Ta Stream Crossing #1
(Zone 2 Only)
AL
j{\'�j '�i e � y r: a�t6 fi' ✓d� ted' �� �,y � ,` �R ♦r1Py
Stream A
01 3
Stream B
r ur iIN
f
Q; t
~AMI, ---� �+ �. ¢ . ir- ! r a t d.'z . ,Y i:.'x: lFv Apr
fin_
A ? j" CIO*' + x ` ° `F:af,~.`�
F}i>t{: l �� �,e fV�7/. - 4 `�4 #.�' M•6IY '`\�� l\�•,\la �.
{ N
Vit. ti S
Title I Wake County Soils Map
NC 50 Force Main
Prepared For: Project City of Raleigh
Public Utilities Department
Kimley-Horn City of Date Project Number Figure
and Associates, Inc. Raleigh
5/13/04 011063034 3a

~ ,~ ~ 4 y A
Aye c~~s \~ - ,.,.~ ~r ~. ' C\ ~ ~- ~ s~
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w."gip '~ ,~~ ~ ~ ~ A~-- :.' \ ti 11,:p,~' '® J ''} ~,.r`
~-.~~~ ~m ~ r ~ ~;f~~ ,,, ~• Stream H '`~
fit' :. ~4 ~~ t ~;;/,- -' ~~\ 1. ti1b t~. c P~h~ ~..
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!~ t 5
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~.
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A~,r~
;7 ~ rn~tj ~ ~ ~ ~ Stream Crossing #2 ^ . ant>f~f ! ~... \ \. ~.~ ac ~,;,
,~ a~ ~ ., ., f (Zone 2 Only) ~ - ~~f ~' E'; ~,< ~ i ~,t~ ~ '/ ,vV'mra~
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~. _ ..
1 %}
,•
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toe r/i~~ 1 '~~` S :'lt' y ' p~ ~ A~'r~ ~~ J, 4' ~,,. ~ ~ 4
--~' ,' /. ._ ; ~ f ,..- ~ ~ 1M1°ai3 ' 1 ' -_ _\~A> ~"~A Ate:, ~ ~ , 9
I /!'/
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t ~~ Stream F ... _ '~' ~- '`" ,~r~ :.. ) ~~ ~; ~:
n ~u~. +` 1
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~~y ; Aa~;t~f dV ( lA 2~}tls ~ I';; pf'~,~ ~'
APG'~^1 ~ '~ ~ " ~ ~~~ ``.~ ~tatx ~' Aa~.t, ~ ~ `~ nnR..
.,,..
' ~ 11!
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. ~ ..~ t..nr v~ ,. ~~,--' _ ~~ f;+ '; ;.t~•~s '~..: Stre w-.
~ ,r; ! rc
~' 111 '`` ~f~ ! Rtif3' ,~ ~ ~ t,1~1'i. 71P82 ~
,. .~` _- ~ ,'A Stream E ~ ,~ ~" s Ax,ca
tau AGr~ 1. i r ,~
~\ ~ ' ~~ 5 ., 1 ~+n,:~e' ~ ~~~ ~ ~j/ !i APB `~ ~^" ~'/' ~ -
..naEi~ .a~? ,' ~ v? Stream D ,'~ .. ~~~ ~ "- ~ ~~ ~-' ~ .,~
.~ - " ~'~ ~'~-. Stream C -":_~ ~ „,~ (. ~`' Jt ~~ ~ rJ ~, ,` ~i~~, ~ . •. ~.- . ~ w E
':.~ :.. ~\i,i . Nc, ~?+ /~ ` .,=, j4P~' `r+ Lot? _~ 1 ~ ~~~: .~ ~ ~ A ~ r._ ~ fr--
Title Wake County Soils Map
NC 50 Force Main
~~~ Prepared For: Project City of Raleigh
~ Public Utilities Department
Kimley-Han City of Date Pro ect Number Fi ure
and Assodetes, Inc. Raleigh ~ g
5/ 13/04 011063034 3b

+ ' - ! d t.l
- _..y' ti+tFtE. i f F,f.\ }.,~4 1 «~ 1 ~~ fi ~ ~'r~„fir ~ ~ Y't'rY} ^\ .(/ ,\\ }~IX~~
f`\:.._e-•• I f ~ LaC- , ~..- FvJ<t•,G•~~ ~'~`~AOt~ '`~'+i' ~:"'.. '~\\`~_1.__.....r'".'_.•_ ~.~\ f~,,?i~Y-
i ~ ~ q ~ k `.'t r ` t!
~~ :; 1 F 1.~. • ~ ~. Loth' ..~ 1, . ~r~ '~ ~* ~r E: C ~ .,;~:: ~ '~Fc~ ~.. }.
v¢ i +'~ ~ fit` ~yf At9$ ~ ~~~ ~
Wni ' 'n 1a, '401 ~,,-~ "'/ ~q~'~ `. - ~ ~~
',~ ~~~±N)`i"tr 1~~~.. ~ `` `'`W ~~4~ip""f~..". ~ r, '~j~~ ,1~ 1,,,.,.~ r ~ aa~,
\ C r l~ r,~ f q
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l,.~~,~e-, +' :'t % ~` f I `' ,'~ -~ t"' Antic 1 ~.t ~.... ~ -~.~~ ~ `y ,, ' . ~ y,
`4 ~ .'' 1 Gam...- ~~ ". 11:.~1t\~~`=_.~""~Sptf,elt~ 1r:.} ~ u
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k ~.
. }
Ar;u all,, ~.,: Wetland Crossing #2 .ti ~~~.., ~ 1 ~"~~ ~~ ~ ~ ,~ ' t~ ~:~~ !~
t~~c-.- .~ ~,,;~ `-~~~ `.~ , Stream I ~ ,^ € :~~ ~:~~ ,~, ~- r
ARttr "^-^~ p~ ~. , . f.,-r<~ ,~pB: 1 ~ y }, . na:o ~. `~ +ats2 ' ~~~~ v
~~• f... F ~ y rP I \
yj- '1
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~/ ,
--::J ~ __
~ -_ ! I -~ ' r ~ '
4
J '~..~ :.~" ice„ `+: - l ~ ~j; y r'~i ~ i ELpr;'~ r ' ,S'~~'~ \\~.~~ w ~``+ .'
It¢,G .:-'' ,.+La:;~ w,!~ '_ tir " DU~ A~)A E pR~'2 " RRHZ a•~ : ~' R'~ a ~~~.fT`-
.--
!!!
,, a`
ARB2 ~ r"W)pCv7 ~ je f3F3 ~... ... 'r''r''ti ?~`}\+ ~ j ~~~-"M`~ ;y~-.~/~
s.„A11C`'n ! a ~ / < 1 ~ ~~ `'~n~ a+, ,~~~, - ~.\„_~a```.1.~ ~ ~r" _ (:chi;
} .
aln~. `--`~A' Pr j 1 AIaC2 i ~ `~>?~,,;r_. ~ ~~j• ~ ? 4 ` Apw: R,_ ` ,r~~ •~ ~.
I . `' 1 , '°`,.:f- a ...ir"~ .+ t ~ ~ ,``\~ Vt;1~4 ,~ W~ ~ l nt~_. W L
Title Wake County Soils Map
NC 50 Force Main
^~~ Prepared For: project City of Raleigh
~ Public Utilities Department
Kimley-Horn City of Date Pro'ect Number Fi ure
and Assa;iates, Inc. Raleigh ~ g
5/13/04 011063034 3c

t ~
Title Wake County Soils Map
NC 50 Force Main
^~~ Prepared For: project City of Raleigh
~ Public Utilities Department
Kimley-Horn City of
and Associates, Inc. Raleigh Date Project Number Figure
5/ 13/04 O 11063034 3d

i t r`' w~~ `. YJSt3 ~41y+iF fn ~ i,:. ~'~V~t1t ~i ~ ~ypC~ 9 e ,~' ~'3~
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' i ~ e". .~:~ % ~.{ Cnt.2 ` ; !r} ~`q. VUtI'1C. 4d'.• l)1r~
' AtaG ~a' ', rK,P '~ f"~~.-_ .",~.~ ~ ~ ~ .~rl r~^ '! ~ry ~ta rtirnr~ Arr~'",~ ii~, f`.1
t ~.~ Sfri-,~''i' ~` nPn3 ~ ~\ ~ ALi'(, r ~ "''~. - P"-a~. f ~ ~
~ `~, a~ .-...,.-. ~ ANt,f . ,,• ~ ~~ '' ti~~y ~ F 4. ` ~ iRrFttlt ~y ~. I. f ~-~, r t
r hS~ '~ '' r ~,rf `' ~ -r~ f ~`1 ,'~ ~ r~ ~ ~ t s ~~ '
r1 ~ ~ I,,r~2 i. ~~~ APf3 s ~,r~~~i',y `~i >a r. ~ ~~`°. ~. P.'nrt~T_ ~ ~
1 ~ 4. ,..-_.' ~ l~,~I,~AG[~ ~~ .. y ~ ...._..(~ 1'1 . ~``~..1M1ne~h LQf3. ^... ~ _s.S
l~ t ~ : >! P4 TtWA1,D ~ ' ~ N7nt=i~ r ~~r ~ ~ f yShhii~ ~~~ ~'4 ~ ~... ~.,~~~, N
Y ~A t ?-.r~PB .. ,,.1 `.~-..~ ~ An(] , ,f `~~,~ q1 z~ ", ~..- W E
r ~ ~ il
;mE~ ' ~ ~ .- r~`I. tl ~~ 11tmt~ ti tRc a r
1 r ~ ~. ~ ~
!~ t- r,~G~ ~~ ~ .~ ~,° C ~ ~ . ~ ; ~r . Ir µM1 '`~ ,9 "b ' $
~ ~ • / ~ ,~~' ~ f 9 ° ro 4 ,.r .. flirt ,t i" ^<
Title Wake County Soils Map
NC 50 Force Main
~~~ Prepared For: project City of Raleigh
~ Public Utilities Department
KimleyHorn City of Date Pro ect Number Fi ure
and Associates, Inc. Raleigh ~ g
5/13/04 011063034 3e

PUBLIC UTILITIES DEPARTMENT
CITY OF RALEIGH, NORTH CAROLINA
NC 50 PUI\/IP STATION
AND FORCE MAIN
CONTRACT NO. 2 - FC)RCE MAIN CONSTRUCTION
ATTENTION CONTRACTORS
The Gnstruniae Cmtrubr responsible for sewer pump stations and
force moms, as approved in these pions, is responsible for ms»~
the Cmtnl Eegieevmg fkpenomt at 83161 and the
Public U6Wie lkprtmmtat gei3.t8p at least
k+atr four men prior to beginning any of lh<ir construction.
Fulem to notify hoth Clry lkperi~w4 in advance of beginning
consWCtian, will result in the issuance of moeetary Roe; and
require reinstallation of any water or sewer facilities not Inspected
as a result of mis nat)flcolion lailure. '
Peilwte to call far lmpectlow,JdfYla U.wsmm Phg have
PermltedPhm on the Jebsik, err any other Vkkda of City or
Rakigb Stanlerds will result in a Flee eed Peui6k Eedvsbe
from future work in the City of Raleigh.
Public
Sewer Collection ~ Extension System
The City of Raleigh consents to the connection and aKtension of the
City's public sewn system as shown ai this plan. The material and
Construction methods used for this project shall conform to the
standwds and speciACatians of the City's Public Utilities Handbook.
City of Raldgh
Public Utilities Department Permit ~
Authorization to Construct
Date
A
•~e
~~,u s
- " ~N~fTM rcviorao~vu - - - -
• ®,
m°Y"°
85
~~ tn~sguc
• ~ 1
70
nJlelwll v FoFESF
~ ~ 40
ie91gm 15 tiwr~
~ 64
• /+CUrml
Sp J
• ~
erg PRa.E(.T
~~ Fw.kr-v6Re36
swstgm 95
uor m scuE
PROJECT LOCATION
PREPARED IN THE OFFICE OF:
~ Kimley-Horn
~ and Associates, Inca
P.O. BOX 33068 -RALEIGH, NORTH C.4ROLgJA 27636-3068
PHONE cs~s) sn-2ooo FAx~ Isis) sn-2oso
REVISIONS
Z
O
U
~ LLI
~~
ZQ
~~
O
LL
W
~~
v~/J~ }
N m
! ^10. I PATE J DESCRIP710N BY
This document togaMer with fns concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and bnpraper rdiance on this document
without written authorization and odaptatron Dy Kimley-HOm AA~~
and associates, Ina shah be without liability to Kimley-Han 10952 ~ ! T
!and Associate; Inc. ~. ,,, -
and Associates, Inc., 2006
aeww:
DAlE:
APRIL 2004
J06 NUMBER:
011063034
NOT TO SCALE
PROJECT SITE

ABBREVIATIONS INDEX TO SHEETS PROJECT NOTES
sNE~T DESCRIPTION ORAL NO1Eg
M ANCHCR ACIi
I
R FAB
F FABRICATE NNNT
i MAINTENANCE
R S $WiH/SLOPE NO. i
gqw AJE Ix FEET AB01S uE
SEA IEYII
'
ALL CONSiNUCnDN ACnxnES 91uL TAXE PUCE MINw EXISiWG NCODi
22
AC AL
E
NA7WG WRRENT/
ASBESttK CEMENT AC
FMC FRAME AND COKR
FRAME AMID CAME YA
L
NA% MATE
IAL
MA%IMLRR sAN
SBL $AxITMY
SURKY BaSEIJNE
~ AnaxS
t. EUti
w
. .
RIp1i-a-w\r AM Gn a RNEIa PRaPoRrY oR FnSFYExr uNIPSS
ACi ACWSIIC TttE FC FLUSHING CONNECnOx uECH NECHANICU SCH SCHEDULE COVER SHEET
1 z rmcu YwAUY WvrH a WvER FDR 6uaED FCxa uNN SxNL az
- oTxEWrASE sPEaNED a+ ME DRAwxcs
M AREA DARN m FLOOR DAMN uE118 MEYBRAxE SD SiORN/Slff GRAIN . fi UNLESS Dn1ERwU crow aR svEGFlm. v. UEOIxG 91A}L eE As sPECNm txtlUdxc dwxslaxs, diMES,
ADDL ADGnalu roN FwNDana+ uEt L¢rAL sECT SEtnON 2 li INDEX, GENERAL NOTES ANO ABBREVIATIONS D. THE tonmACia 91uC BE RE~onserE FDR ccamNATNC FARTN BpBlz AND onNR asnWem alas. AFrEa ssDNC.
THE ARU SMALL eE Roam AM wLaeD WTnI fwE GRAN smxr
AOJ
aFF AO,KtsTABIE
A80K FlNISHm RCOR FE
FF FlAE E7(iINGU15XFA
FlNISH FLOCK MFA
4C NANUFACNRER
IdL10N GALLONS SERY
SEMI SEANCE
SEWER
R
T wiH PRWRE55 ExEriGY AND/at wicE POxEA ANY ADdrloxu
wPPatT a EpSnNC POY4R PCIFS 4S ICWIRm Fdt FaLE YNN A7 ixE APgJWnCN RAZE sREaFlm (SEE CONTRACT DauIMNm).
OR ARPROVED EWU 1REAlYEN7 Al
~HA
nC TACK [OAT
AGCT7 AGGREGATE FX FlAE HYDRANT MGD uWON G/110N5 PER DAY Sf $WARE FEET 3 OVERALL PLAN AND P
OFLE S
A 10+00 TO STA 240+00 ifCNCN FXUVAixW. ALL COSTS a wql WOltlf yIALL BE PAD BY ,
AN A
1
R
R
TE a 25
OS GAL / LDOO 50
u AUIWNW FIN FlNISN NH MANHOLE sHi SHEET Trt talmALiOR. .
A
-
.
Aupw AuOwAxCE/ALLOwAaLE Fl% FlXTURE wx IWxIUUM sl SWME INCH 4 I OVERALL PLAN AND PROFLE STA 240+00 TO STA 470+00 .. LouTrcws a EMSrIM sNaw urlurES ARE ARPROICYArE. ~+ uL EROSan caNma YEA9JIC3 ro RENNN w WAGE
ui
AFRROX
Mtn ALIFRNAIE
APPRO%WATE
ARCnI1ECTUAM FL
FIE%
FLG FlA$NNC/FLWR
FtFXIBLE
FLANGE YISC
YJ
utCC WSLEU.ANEW$
YECNAWCU JgNT
u0.0NC SN
SJ
SPEC $WNLAR
SimL JaST
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INLET '1 PROPOSED VARIABLE WIDTH
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D°~
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PUBLIC UTILITIES DEPARTMENT w
~ Kimley-Horn ,' ~~. NC 50 PUMP STATION
----- --- ----- CITY OF RALEIGH, NORTH CAROLIN ~ ~
'~

¶' -~~ AND FORCE MAIN
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0222100
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TYPE 8
0222102
ED aAaaL
(ND NAmBu
Nw 7')
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ro PPE crow
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CONfREfE ENCASElENT
(YE NOh I)
0222104
PNFUE
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CLASS 8 WNaEiE
B. 6' 17
PLAN
ANTI-SEEPAGE COILUi
0260113
TYPICAL PA4ENENT RFPUCELFNT
0251304
- caxm
bxC
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(W MArzMI!
TAM 3~
NDIF: NO DKAYIfN1 REWIRED PW
YAQ TEAIFA 1nW 1Y
NIHlF fIL
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NOTES:
t. CONCREff THRUST BLOCKS, ARCH/ENCASF/NENiS
ETC. SHPll BE FOR11E0 USING PLYWOCJ OR SAND
BAGS, 10 PRONDE AEOUIIEEO SHAPE.
1/7 S 13' AS°XNi Cgl@EIE SINKAf£ IYi4
59,58 TAT A NArz Cf 1m LBSMI 1/3 S I/3 S 3' ASP11Ai Cux3Erz SURFAE TYPE
sass lAt A RAa ^ 7n visrn)
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1~) pr µ e>Ex~ xArz a ns Les/sr) iw1 ( (w1
fi'YN
17 uAx
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PROPOSED PPBJNE 01Ett E>OST PIPE PROPOSED PBSFllNE UNDER EIDST PIPE
0222118
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w wN SPAaw BEnw7Dl "'a'EA
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TYPIGL CONCRETE SIOEWALN
0245000
V ! R I I~
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CURB AND GU77ER ` ~
0242000
rrrn~ AsPNaT paNt:vTAY REPLACEUar
0251305
TYPIGIL SECnoN
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IIYN:IL sBecINAY
0222121
-- -- ~~r
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(SEE MOTE i)
0222108

PPE BE ND OE9GI
9ff 96 IB ° 731 a i1 110 8 5 f PAESSINE
BI X 1 L M L M L P9
6A 2N 5.! 19 B 11 3. t0 0 .150
]. 1 1 17 1.
10.0 13 BS SI E! 71 1.5 fb IZ
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1
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BAYA qB AIEAAY SOk PA591E YAMND
SMFNOM 6 moo Py u5lIG Y ff 1.5
X uM l fR1AlYF5 ARE M REi.
0222114R
PR[ruEEO IX nlE oPEI~ a: CLIENT: "` PROJECT,
--- - PUBLIC UTILITIES DEPARTMENT °`-28-°`
-j---- ~ Kimley-Horn CITY OF RALEIGH, NORTH CAROLINA wu~ NC 50 PUMP STATION
--- 0.1E ~~-R~ ~ ~~~D, ~ and Associates Inc. TIRE: lasszG a°A AND FORCE MAIN
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0222105
0222110

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0227014
-- ' T'- PUBLIC UTILITIES DEPARTMENT ~-Z9-°"
_ - I PaLP,REn Ix INE a~ Kimle -Horn cuENT 4.~- N A PRD~~T NC 50 PUMP STATION
- ~T ----- y CITY OF RALEIGH, NORTH CAROLIN "Nr N A~'
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Contact Documents
NC 50 Pump Station and
Force Main
Contract No. 2 -Force Main
Construction
Prepared for:
City of Raleigh, North Carolina
Public Utilities Department
©Kimley-Horn and Associates, Inc. 2004

CITY OF RALEIGH, NORTH CAROLINA
PUBLIC UTILITIES DEPARTMENT
CONTRACT DOCUMENTS
FOR THE
NC 50 PUMP STATION AND FORCE MAIN PROJECT
CONTRACT 2 -FORCE MAIN CONSTRUCTION
APRIL 2004
^:^
Kimley-Horn
and Associates, Inc.

r
CITY OF RALEIGH, NORTH CAROLINA
PUBLIC UTILITIES DEPARTMENT
NC 50 PUMP STATION AND FORCE MAIN
CONTRACT NO. 2 -FORCE MAIN CONSTRUCTION
SECTION 00003
TABLE OF CONTENTS
BIDDING AND CONTRACT REQUIREMENTS
Page
Notice to Bidders 00010
Instructions to Bidders 00100
Proposal 00301
Contract 00501
EJCDC General. Conditions 00700
Supplementary Conditions 00800
City of Raleigh Standard Forms COR-SF
TECHNICAL SPECIFICATIONS
SECTION TITLE
1 General
2 Surveys and Layout
3 Site Preparation
4 Pipe Materials and Appurtenances
5 Valves and Appurtenances
6 Concrete
7 Surface Restoration
8 Additional Excavation and Crushed Stone Bedding
9 Erosion and Sedimentation Controls
10 Bored and Jacked Highway Crossing
11 Precast Concrete Manholes
12 Traffic Control
APPENDIX A TIERRA - Geotechnical Investigation Report
- END OF SECTION -
011063034.2 00003.DOC:4/27/2004 00003-1
NC 50 FORCE MAIN

SECTION 1 -GENERAL
1.00 Scope of Work
The work required under this Contract, and in accordance with these Specifications, consists of
furnishing equipment, superintendence, tabor, skill, material, and all other items necessaryforthe
construction of the pipeline(s) to be constructed under this Contract. The Contractor shall
perform all work required for such construction in accordance with the Contract Documents, and
subject to the terms and conditions of the Contract, complete and ready for use.
The principal features of work to be performed are as follows:
CONTRACT NO. 2 -FORCE MAIN CONSTRUCTION: Consists of the installation of
approximately 53,000 feet of 30-inchductile iron force main, XX feet of XX-inch ductile
interceptor,. and XX feet of XX-inch ductile iron interceptor, concrete junction. box,
clearing and grubbing, traffic control, surface restoration, valve assemblies, air/vacuum
valve assemblies, bored and jacked highway and railroad crossings, and all associated
appurtenances as described in these Specifications and shown on the Drawings.
The foregoing description shall not be construed as a complete description of all work required.
1.01 General Arrangement
Drawings indicate the extent and general arrangement of the work. If any departures from the
Drawings are deemed necessary by the Contractor to accommodate the materials and
equipment he proposes to furnish, details of such departures and reasons therefore shall be
submitted as soon as practicable to the Engineer for approval. No such departures shall be
made without the prior written approval of the Engineer. Approved changes shall be made
without additional cost to the Owner.
The specific equipment proposed for use by the Contractor on the project may require change, in
structures, piping, or other work to provide a complete satisfactory operating installation. The
Contractor shall submit to the Engineer for approval, all necessary Drawings and details showing
such changes to verify conformance with the overall performance requirements. The Bid Price
shall include all costs in connection with the preparation of new Drawings and details and all
changes to construction work to accommodate the proposed equipment.
1.02 Additional Engineering Services
In the event that the Engineer is required to provide additional engineering services as a result of
substitution of materials or equipment by the Contractor or changes by the Contractor in
dimensions, weight, power requirements, etc., of the equipment and accessories furnished, or if
the Engineer is required to examine and evaluate any changes proposed by the Contractor for
the convenience of the Contractor, then the Engineer's charges in connection with such
additional services shall be charged to the Contractor by the Owner.
Structural design shown on the Drawings is based upon typical weights for major items of
equipment shown on the Drawings and as specified. If the equipment furnished by the
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Contractor exceeds the weights of said equipment, the Contractor shall assume the responsibility
for all costs of redesign and for any construction changes required to accommodate the
equipment furnished, including the Engineer's expenses in connection herewith.
In the event that the Engineer is required to provide additional engineering services as a result of
the Contractor's errors, omissions or failure to conform to the requirements of the Contract
Documents, or if the Engineer is required to examine them and evaluate any changes proposed
by the Contractor solely for the convenience of the Contractor, then the Engineer's charges in
connection with such additional services may be,charged to the Contractor by the Owner.
1.03 Additional Owner's Expenses
The normal time of work under this Contract is limited to a maximum of 40 hours per week,
Monday through Friday. Work beyond these hours will result in additional expense to the
Owner. Any expenses and/or damages, including the cost of Engineer's on-site personnel,
arising from the Contractor's operations beyond the hours and days specified above shall be
borne by the Contractor. Daily rates will depend on the number and classification of employees
involved, but in no case shall such charges exceed $560 per day for field personnel or $1,1.00
per day for Engineering personnel, based on an eight hour workday.
In the event the work of this Contract is not completed within the time set forth in the Contractor
within the time to which such completion may have been extended in accordance with the
Contract Documents, the additional engineering or inspection charges incurred by the Owner
may be charged to the Contractor and deducted from the monies due him. Extra work or
supplemental Contract work added to the original Contract, as well as extenuating circumstances
beyond the control of the Contractor, will be given due consideration by the Owner before
assessing engineering and inspection charges against the Contractor.
1.04 Time of Work
Unless otherwise specifically permitted, work shall generally be done between the hours of 7:00
a.m. and 6:00 p.m., Monday through Friday, and not on Saturdays or Sundays, except as
necessary, for the proper care and protection of work already performed.
All work located within the paved surface areas along NCDOT Rights-of-Ways shall be done
between the hours of 9:00 a.m. and 4:00 p.m., Monday through Friday, and not on Saturdays or
Sundays, except as necessary for the proper care and protection of work already performed.
If it shall become imperative to perform work at night, the Owner and Engineer shall be informed
a reasonable time in advance of the beginning of such work. Temporary lighting and all other
necessary facilities for performing and inspecting the work shall be provided and maintained by
the Contractor.
Unless otherwise specifically permitted, all work that would be subject to damage shall be
stopped during inclement, stormy, or freezing weather. Only such work as will not suffer injury to
workmanship or materials will be permitted. Contractor shall carefully protect his work against
damage or injury from the weather; and when work is permitted during freezing weather, he shall
provide and maintain approved facilities for heating the materials and for protecting the finished
work.
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1.05 Limits of Work Area
The Contractor shall confine his construction operations within the limits of public rights-of-way or
easements shown on the Drawings. Storage of equipment and materials, or erection and use of
sheds or trailers outside these limits, if such areas are the property of the Owner, shall be used
only with the Owner's approval. Storage of materials or equipment on private property outside
the designated easements will not be permitted unless the Contractor secures written approval
from the property owner. This agreement shall clearly define the terms and conditions of the
approval including any rents or payments as requested by the property owner.
1.06 Subsurface Data
Subsurface data are offered in good faith solely for placing the Bidder in receipt of all information
available to the Owner and Engineer and in no event is to be considered as part of the Contract
Documents.
The Bidder must interpret such subsurface data according to his own judgement and
acknowledge that he is not relying upon the same as accurately describing the subsurface
conditions, which may be found to exist. The test logs present factual information of the
subsurface conditions at the specific test location only. The Bidder should not consider, or
conclude, that the subsurface conditions will be consistent between test locations.
The Bidder further acknowledges that he assumes all risk contingent upon the nature of the
subsurface conditions to be actually encountered by him in performing the work covered by the
Contract, even though such actual conditions may result in the Bidder performing more or less
work than he originally anticipated.
The Bidder is further advised that the Owner has made subsurface investigations and a report
has been prepared, in connection with this project for the Engineer, a copy of this report is
included as an Appendix to the Contract Documents.
In making this data available, the Owner makes no guarantee, either expressed or implied, as to
their accuracy or to the accuracy of any interpretation thereof.
1.07 Protection of Property and Structures
Contractor shall be responsible for the preservation and protection of property adjacent to the
work site against damage or injury as a result of his operations under this Contract. The
Contractor shall, at his own expense, sustain in their places and protect from director indirect
injury all pipes, poles, conduits, walls, buildings and other structures, utilities and property in the
vicinity of his work. Such sustaining and supporting shall be carefully done by the Contractor as
required by the Company or party owning the structure or Agency controlling it. The Contractor
shall take all risks attending the presence or proximity of pipes, poles, conduits, walls, buildings
and other structures, utilities and property in the vicinity of his work and he shall be responsible
for all damage caused by his work, to any of them, or to any person of property by reason of
injury to them whether such structures are or are not shown on the Drawings. Any damage or
injury occurring on account of any act, omission or negligence on the part of the Contractor shall
be restored in a proper and satisfactory manner or replaced by and at the expense of the
Contractor to an equal or superior condition than previously existed.
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Contractor shall comply promptly with such safety regulations as may be prescribed by the
Owner, or the local authorities having jurisdiction, and shall when so directed, properly correct
any unsafe conditions created by, or unsafe practices on the part of his employees. In the event
of the Contractor's failure to comply, the Engineer or Owner may take the necessary measures to
correct the conditions or practices complained of; and all costs thereof will be deducted from
any monies due the Contractor. Failure of the Engineer to direct the correction of unsafe
conditions or practices shall not relieve the Contractor of his responsibility hereunder.
In the event of any claims for damage or alleged damage to property as a result of work under
this Contract, the Contractor shall be responsible for all costs in connection with the settlement of
or defense against such claims. Prior to commencing work in the vicinity of property adjacent to
the work site, the Contractor at his own expense shall take such surveys as may be necessary to
establish the existing condition of the property. Before final payment can be made, the
Contractor shall furnish satisfactory evidence that all claims for damage have been legally settled
or sufficient funds to cover such claims have been placed in escrow, or that an adequate bond to
cover such claims has been obtained:
1.08 Existina Utilities and Structures
The term existing utilities shall be deemed to refer to both publicly-owned and privately-owned
utilities such as, but not limited to, electric power and lighting, telephone, cable TV, water, gas,
storm drains, and sanitary sewers, and all appurtenant structures.
Where possible, the pipe alignment has been selected to avoid existing structures (including
utility poles and buildings) and buried utilities.
THE INFORMATION ON THE DRAWINGS IS SHOWN FOR THE CONVENIENCE OF THE
CONTRACTOR, BUT IS NOT GUARANTEED TO BE CORRECT OR COMPLETE.
UNDERGROUND STRUCTURES NOT SHOWN MAY BE ENCOUNTERED. THE
CONTRACTOR SHALL HEREBY DISTINCTLY UNDERSTAND THAT THE OWNER IS NOT
RESPONSIBLE FOR THE CORRECTNESS OR SUFFICIENCY OF THE INFORMATION
GIVEN; THAT HE SHALL HAVE NO CLAIM FOR DELAY OR EXTRA COMPENSATION ON
ACCOUNT OF INCORRECTNESS, INSUFFICIENCY, OR ABSENCE OF INFORMATION
REGARDING OBSTRUCTIONS REVEALED OR NOT REVEALED BY THE DRAWINGS; AND
THAT HE SHALL NOT HAVE CLAIM FOR RELIEF FROM ANY OBLIGATION OR
RESPONSIBILITY UNDER THE CONTRACT BECAUSE THE EXTENT, LOCATION, SIZE OR
CHARACTER OF ANY PIPE OR OTHER UNDERGROUND STRUCTURE IS INCORRECTLY
SHOWN OR HAS BEEN OMITTED FROM THE DRAWINGS.
The location of the pipe as shown on the Drawings is in accordance with the best information
available, as to the obstructions to be avoided, but can be considered only as approximate and
may be changed by the Engineer if the progress of work reveals other obstructions.
The work shall be carried out in a manner to prevent disruption of existing services and to avoid
damage to the existing utilities. Temporary connections shall be provided, as required, to insure
uninterruption of the existing services. Any damage resulting from the work of this Contract shall
be promptly repaired by the Contractor at his own expense in a manner approved by the
Engineer and further subject to the requirements of any authority having jurisdiction. Where it is
required by the authority having jurisdiction that they perform their own repairs or have them done
by others, the Contractor shall be responsible for all costs thereof.
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Where excavations by the Contractor require any utility lines or appurtenant structures to be
temporarily supported and otherwise protected during the construction work, such support and
protection shall be provided by the Contractor. All such work shall be performed in a manner
satisfactory to the Engineer and the respective authority having jurisdiction over such work. In
the event the Contractor fails to provide proper support or protection to any existing utility, the
Engineer may, at his discretion, have the respective authority provide such support or protection
as maybe necessary to insure the safety of such utility; and the costs of such measures shall be
paid by the Contractor.
1.09 Field Verification of Utilities and Interferences
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE
LOCATION AND ELEVATION OF ALL UTILITIES AND STRUCTURES WHICH CROSS THE
WORK SITES OR WHICH MAY BE AFFECTED BY HIS OPERATIONS. Whenever directed by
the Engineer, the Contractor shall excavate to verify exact locations or elevations of utilities or
other interferences in order to assure proper protection of existing utilities or structures. No extra
payment will be made for such field verification or any excavations or other work or expense
incurred by the Contractor in properly locating and protecting utilities or other interferences..
1.10 Applicable Standards and Codes
Wherever reference is made to any published standards, codes, or standard specifications, it
shall mean the latest standard code, specification, or tentative specification of the technical
society, organization, or body referred to, which is in effect at the date of the Notice to Bidders.
The following is a partial list of typical abbreviations, which maybe used in the specifications and
the organizations to which they refer:
AASHTO -American Association of State Highway
Transportation Officials
ACI -American Concrete Institute
ACIFS -American Cast Iron Flange Standards
AGA -American Gas Association
AGMA -American Gear Manufacturers Association
AIA -American Institute of Architects
AISC -American Institute of Steel Construction
ANSI -American National Standard Institute
API -American Petroleum Institute
ASCE -American Society of Civil Engineers
ASHRAE -American Society of Heating, Refrigeration
and Air Conditioning Engineers
ASME -American Society of Mechanical Engineers
ASTM -American Society of Testing and Materials
AWS -American Welding Society
AWWA -American Water Works Association
CRSI -Concrete Reinforcing Steel Institute
EEI -Edison Electric Institute
Fed. Spec -Federal Specifications
IEEE -Institute of Electrical and Electronic
Engineers
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IPCEA -Insulated Power Cable Engineers Association
ISO -Insurance Service Offices
NBS -National Bureau of Standards
NCDOT -North Carolina Department of Transportation
NEC -National Electric Code
NEMA -National Electrical Manufacturers
Association
OSHA -Occupational Safety and Health Act
UL -Underwriters Laboratory
Contractor shall, when required, furnish evidence satisfactory to the Engineer that materials and
methods are in accordance with such standards where so specified.
In the event any questions arise as to the application of these standards or codes, copies shall
be supplied on site by the Contractor.
1.11 Progress Schedule
Within ten (10) days after the Notice to Proceed, the Contractor shall prepare and submit four (4)
copies of his proposed progress schedule to the Engineer for review and approval. If so
required, the schedule shall be revised until it is approved by the Engineer. The schedule shall
be updated monthly, depicting progress to the last day of the month and four (4) copies submitted
to the Engineer not later than the fifth day of every month with the application for progress
payment.
The schedule shall be prepared in the form of a horizontal bar chart showing in detail the
proposed sequence of the work and identifying construction activities for each portion of the
work.
The schedule shall be time scaled, identifying the first day of each week, with the estimated date
of starting and completion of each stage of the work in order to complete the project within the
Contract time.
The updated schedule shall show all changes since the previous submission. All revisions to the
schedule must have the approval of the Engineer.
1.12 Working Drawings
Before fabrication of any materials, the Contractor shall submit Shop Drawings to the Engineer
for review. The Contractor shall be responsible for securing all of the information, details,
dimensions, drawings, etc., necessary to prepare the shop drawings. The Contractor shall field
verify all dimensions and elevations required for completeness and accuracy of the drawings.
Shop Drawings shall be submitted for the following:
(a) Pipes and joints (all sizes and materials)
(b) Valves, clamps, couplings and valve boxes.
(c) All reinforced concrete structures and manholes (including steps, frames
and covers).
(d) Stone, silt fence, filter fabrics, and ditch linings.
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SHOP DRAWINGS ON ITEMS REQUIRING PERFORMANCE AFFIDAVITS WILL NOT BE
REVIEWED UNTIL ACCEPTABLE PERFORMANCE AFFIDAVITS ARE RECEIVED. ALL
SUBMITTALS SHALL BE THOROUGHLY CHECKED BY THE CONTRACTOR FOR
ACCURACY AND CONFORMANCE TO THE INTENT OF THE CONTRACT DOCUMENTS
BEFORE BEING SUBMITTED TO THE ENGINEER AND SHALL BEAR THE CONTRACTOR'S
STAMP OF APPROVAL CERTIFYING THAT THEY HAVE BEEN SO CHECKED. SUBMITTALS
W ITHOUT THE CONTRACTOR'S STAMP OF APPROVAL WILL NOT BE REVIEWED BY THE
ENGINEER AND WILL BE RETURNED TO THE CONTRACTOR.
Submittals shall be transmitted in sufficient time to allow the Engineer at least twenty days for
review and processing.
The Contractor shall transmit one (1) reproducible transparency and two (2) prints of each
submittal to the Engineer for review for all Drawings greater than 11 inches x 17 inches in size,
as well as seven (7) copies of all other materials. All submittals shall be accompanied by a letter
of transmittal, in duplicate, containing date, project title, Contractor's name, number and titles of
submittals, notification of departures, and any other pertinent data to facilitate review.
If a submittal is satisfactory to the Engineer, the Engineer will annotate the submittal "Furnish.as
Submitted" or "Furnish as Corrected", retain three (3) copies, and return all remaining to the
Contractor. Unless noted, no further resubmittals are required if annotated as above. If a
resubmittal is required, the Engineer will annotate the submittal "Revise and Resubmit" and
transmit three (3) copies to the Contractor for appropriate action. The Contractor shall revise and
resubmit submittals as required by the Engineer until submittals are acceptable to the Engineer. If
a submittal is marked "Rejected," it indicates that based on the information submitted, the
submission is not in conformance with the Contract Documents. The deviations from the
Contract Documents are too numerous to list and a completely revised submission of the
proposed equipment or materials is required. It is understood by the Contractor that the Owner
may charge the Contractor for the Engineer's charges for review in the event a submittal is not
approved (either "Furnished as Submitted" or "Furnish as Corrected") by the third submittal for a
material, system or piece of equipment. These charges shall be for all costs associated with
engineering review, meetings with the Contractor or manufacturer, etc. commencing with the
fourth submittal of a material, system or type of equipment submitted for a particular Specification
Section.
The acceptance of a Working Drawing by the Engineer will constitute acceptance of the subject
matter for which the drawing was submitted and not for any other structure, material, equipment,
or appurtenances indicated as shown.
The Engineer's review of the Contractor's submittals shall in noway relieve the Contractor of any
of his responsibilities 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 Drawings and Specifications.
The Engineer's review will be confined to general arrangement and compliance with the
Drawings and Specifications only, and will not be for the purpose of checking dimensions,
weights, clearances, fitting, tolerances, interferences, coordination of trades, etc.
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1.13 Performance Affidavits
When required in the appropriate equipment specifications, the Contractor shall submit
manufacturer's Performance Affidavits for equipment or materials to be furnished.
By these affidavits, each manufacturer must certify to the Contractor and the Owner 'o, i intly, that
he has examined the Contract Documents and that the equipment, apparatus or material he
offers to furnish will meet in every way the performance requirements set forth or implied in the
Contract Documents. The Contractor shall transmit to the Engineer three (3) copies of the
affidavit given him by the manufacturer or supplier along with the initial shop drawing submittals.
The Performance Affidavit shall be signed by an officer of the basic corporation, partnership or
company manufacturing the equipment and witnessed by a notary public. Shop drawings, if
required, will not be reviewed prior to receipt of an acceptable Performance Affidavit, which shall
have the following format:
Addressed to: (Contractor) and the CITY OF RALEIGH, NORTH CAROLINA
Reference: NC 50 PUMP STATION AND FORCE MAIN
CONTRACT NO. 2 -FORCE MAIN CONSTRUCTION
Text: (Manufacturer's Name) has examined the Contract Documents and
hereby state that the Product meets in every way the performance
requirements set forth or implied in Section of the Contract
Documents.
(For pipe only): The piping, fittings and piping materials fully conform to the following
standards:
Signature: Corporate Officers shall be Vice President or higher. (Unless statement
authorizing signature is attached).
1.14 Eouioment and Materials
All equipment, materials, instruments, or devices incorporated in this project shall be new and
unused, unless indicated otherwise in the Contract Documents.
Equipment and materials to be incorporated in the work shall be delivered sufficiently in advance
of their installation and use to prevent delay in the execution of the work, and they shall be
delivered as nearly as feasible in the order required for executing the work.
The Contractor shall protect all equipment and materials from deterioration and damage. Any
equipment or materials of whatever kind, which may have become damaged ordeteriorated from
any cause, shall be removed and replaced by good satisfactory items and at the Contractor's
expense for both labor and materials.
Storage -Contractor shall store his equipment and materials at his designated storage yard in
accordance with the manufacturer's recommendations and as directed by the Owner or Engineer,
and in conformity to applicable statutes, ordinances, regulations, and rulings of the public
authority having jurisdiction.
Contractor shall not store materials or equipment unless otherwise specified, on the job site and
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shall take care to prevent any structure from being loaded with a weight which will endanger its
security or the safety of persons.
Materials shall not be placed within twenty (20) feet of fire hydrants. Gutters, drainage channels,
and inlets shall be kept unobstructed at all times.
The Contractor shall enforce the instructions of the Owner and Engineer regarding the posting of
regulatory signs for loadings on structures, fire safety, and smoking areas.
1.15 Ooeration and Maintenance Instructions/Manuals
Individual Instructions -The Contractor, through manufacturer's representatives orother qualified
individuals, shall provide instruction of designated employees of the Owner in the operation and
care of all equipment installed hereunder.
Written Instructions -The Contractor shall furnish and deliver to the Engineer, prior to the 80%
completion point of construction, five (5) complete sets of instructions, technical bulletins, and
any other printed matter such as diagrams, prints or drawings, containing full information required
for the proper operation, maintenance, and repair of the equipment. Included in this submission
shall be a spare parts diagram and complete spare parts list. These requirements are a
prerequisite to the operation and acceptance of equipment. Each set of instructions shall be
bound together in appropriate three-ring binders. A detailed Table of Contents shall be provided
for each set. Written operation and maintenance instructions shall be required for all equipment
items supplied for this project. The amount of detail shall be commensurate with the complexity
of the equipment item.
Information not applicable to the specific piece of equipment installed on this project shall be
struck from the submission. Information provided shall include a source of replacement parts
and names of service representatives, including address and telephone number.
When written instructions include shop drawings and other information previously reviewed by
the Engineer, and which accurately depict the equipment installed, shall be incorporated in the
instructions. Extensive pictorial cuts of equipment are required for operator reference in
servicing.
1.16 Substitutions
Whenever a particular brand or make of material, equipment, or other item is specified, or is
indicated on the Drawings, it is for the purpose of establishing a standard of quality, design, and
type desired and to supplement the detailed Specifications. Any other brand or make which, in
the opinion of the Engineer, is equivalent to that specified or indicated may be offered as a
substitute to the following provisions:
A. Contractor shall submit for each proposed substitution sufficient details,
complete descriptive literature, and performance data togetherwith samples of
the materials, where feasible, to enable the Engineer to determine if the
proposed substitution is equal.
B. Contractor shall submit certified tests, where applicable, by an independent
laboratory attesting that the proposed substitution is equal.
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C. A list of installations where the proposed substitution is equal.
D. Requests for substitutions shall include full information concerning cost
savings resulting from such substitutions to the Owner.
E. Where the approval of a substitution requires revision or redesign of any part
of the work, all such revision and redesign, and all new drawings and details
required therefore, shall be provided by the Contractor at his own cost and
expense, and shall be subject to the approval of the Engineer.
F. In the event that the Engineer is required to provide additional engineering
services, then the Engineer's charges for such additional services shall be
charged to the Contractor by the Owner.
G. In all cases the Engineer shall be the sole judge as to whether a proposed
substitution is to be approved. The Contractor shall abide by the Engineer's
decision when proposed substitute items are judged to be unacceptable and
shall in such instances furnish the item specified or indicated. No substitute
items shall be used in the work without written approval of the Engineer.
The Contractor shall have and make no claim for an extension of time or for damages by reason
of the time taken by the Engineer in considering a substitution proposed by the Contractor or by
reason of the failure of the Engineer to approve a substitution proposed by the Contractor.
Acceptance of any proposed substitution shall in noway release the Contractor from any of the
provisions of the Contract Documents.
1.17 Imperfect Work. Equipment, or Materials
Any defective or imperfect work, equipment, or materials furnished by the Contractor which is
discovered before the final acceptance of the work, as established by the Certificate of
Substantial Completion, or during subsequent guarantee period, shall be removed immediately
even though it may have been overlooked by the Engineer and estimated for payment. Any
equipment or materials condemned or rejected by the Engineer shall be tagged as such and shall
be immediately removed from the site. Satisfactory work or materials shall be substituted for that
rejected.
The Engineer may order tests of imperfect or damaged work, equipment, or materials to
determine the required functional capability for possible acceptance, if there is no other reason
for rejection. The cost of such tests shall be borne by the Contractor; and the nature, tester,
extent, and supervision of the tests will be as determined by the Engineer. If the results of the
tests indicate that the required functional capability of the work, equipment, or material was not
impaired, consistent with the final general appearance of the same, the work, equipment, or
material may be deemed acceptable. If the results of such tests reveal that the required
functional capability of the questionable work, equipment, or materials has been impaired, then
such work, equipment, or materials shall be deemed imperfect and shall be replaced. The
Contractor may elect to replace the imperfect work, equipment, or material in lieu of performing
the tests.
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1.18 Construction Permits, Easements and Encroachments
The Owner shall obtain or cause to be obtained all permanent and temporary construction
easements as shown on the Drawings. The Owner shall further obtain or cause to be obtained a
right-of-way encroachment agreement from the North Carolina Department of Transportation.
The Contractor shall verify that these agreements have been obtained and shall comply with the
conditions set forth in each agreement.
The Contractor shall obtain and keep current any other necessary construction permits from
those authorities or agencies having jurisdiction over land areas, utilities, or structures which are
located within the Contract limits and which will be occupied, encountered, used, ortemporarily
interrupted by the Contractor's operations unless otherwise stated. Copies shall be maintained
on-site at all times for review by the appropriate agency, the Engineer and the Owner.
When construction permits are accompanied by regulations or requirements issued by a
particular authority or agency, it shall be the Contractor's responsibility to familiarize himself and
comply with such regulations or requirements as they apply to his operations on this project.
The Contractor shall provide a Performance and Indemnity Bond in accordance with the
Encroachment Agreement between the Owner and the North Carolina Department of
Transportation. The Contractor shall comply with all of the requirements included in the
Encroachment Agreement. Encroachment Agreements are included herein and are found at
the end of Section 1.
1.19 Sanitary Regulations
Sanitary conveniences, in sufficient numbers, for the use of all persons employed on the work
and properly screened from public observation, shall be provided and maintained at suitable
locations by the Contractor, all as prescribed by State Labor Regulations and local ordinances,
and finally removed from the site when no longer needed. The contents of same shall be
removed and disposed of in a satisfactory manner, as the occasion requires. The Contractor
shall rigorously prohibit the committance of nuisances within, on, or about the work. The
Contractor shall supply sufficient drinking water for all his employees, but only from approved
sources. He shall also obey and enforce other local sanitary regulations and orders.
1.20 Temporary Services
The Contractor shall make arrangements for providing electric power, fuel, heat, water, and other
temporary services to prosecute his construction operations.
1.21 Traffic Regulation and Maintenance of Traffic
The Contractor shall obey all traffic laws and comply with all the requirements, rules, and
regulations of the North Carolina Department of Transportation and local authorities having
jurisdiction and to maintain adequate warning signal lights, barriers, etc., for the protection of
traffic on public roadways.
The Contractor shall maintain traffic and protect the public from all damage to persons and
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property within the Contract limits, in accordance with the Contract Documents and all applicable
State and local regulations. He shall conduct his operations so as to maintain and protect
access, for vehicular and pedestrian traffic, to and from all properties adjoining or adjacent to
those streets affected by his operations, and to subject the public to a minimum of delay and
inconvenience. Suitable signs, barricades, railings, etc., shall be erected and the work outlined
by adequate lighting at night. Danger lights shall be provided as required. Watchmen and
flagmen shall be provided as may be necessary for the protection of traffic.
Warning signs shall be provided along all highways while work is in progress; and where traffic
direction is required, flagmen shall be designated by the Contractor to direct traffic past the
equipment, machinery, or construction operations. Barricades and lights shall be provided as
required to protect traffic. Where trenches have been cut in road shoulders on which traffic may
pass at times, red flags and warning signs shall be placed at frequent intervals and maintained
until the shoulder is safe for travel. The traveling public shall be warned of the construction with
signing that is in accordance with the latest edition of the Manual on Uniform Traffic Control
Devices.
All signs and barricades shall meet the minimum requirements of and conform to the standard
outline in the manual entitled "Manual on Uniform Traffic Control Devices for Streets and
Highways", published by the United States Department of Transportation, Federal Highway
Administration, 1978, and a sign supplement to the manual published by the North Carolina
Department of Transportation, Division of Highways, Traffic Engineering Branch entitled
"Construction and Maintenance Operations Supplement to the Manual on Uniform Traffic Control
Devices in 1980."
During the progress of the work, driveways, sidewalks, and crossings of highways and streets
shall be kept open for the passage of pedestrians and traffic and shall not be unnecessarily
obstructed unless authorized by the authority having jurisdiction over the same.
The Contractor shall take such measures, at his own expense, as may be necessary to keep the
streets open for traffic and shall give advance notice to the local Fire and Police Departments of
his proposed street operations by calling 911, at the beginning and end of each working day.
The Contractor shall, in writing, give residents 48-72 hours advance notice of his proposed street
operations to allow residents to make other arrangements for driveway and street parking and
access to driveways. The Contractor shall also give at least 24 hours advance notice to the
Police Department for parking spaces required to be removed for construction purposes.
The Contractor shall notify the North Carolina Department of Transportation at least five (5)
working days in advance of work on Highway Rights-of-Way, and shall fully cooperate with the
Department.
The Contractor shall construct and maintain, without extra compensation, such adequate and
proper bridges over excavations as may be necessary or directed for the purpose of
accommodating pedestrians or vehicles.
All temporary means constructed by the Contractor shall be removed upon completion of work
unless otherwise specified by the Engineer and any damage done to public or private property
shall be made good by the Contractor.
All dirt spilled from the Contractor's trucks on existing pavements overwhich it is hauled orwhich
has otherwise been deposited thereon shall be removed by the Contractor whenever in the
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opinion of the Engineer, North Carolina Department of Transportation or the local authorities
having jurisdiction, the accumulation is sufficient to cause the formation of mud, dust,
interference with traffic, or create a traffic hazard.
1.22 Weather Conditions
No work shall be done when the weather is unsuitable. The Contractor shall take necessary
precautions (in the event of impending storms) to protect all work, materials, or equipment from
damage or deterioration due to floods, driving rain or wind, and snow storms. The Owner
reserves the right, through the opinion of the Engineer, to order that additional protection
measures over and beyond those proposed by the Contractor, be taken to safeguard all
components of the project. The Contractor shall not claim any compensation for such
precautionary measures so ordered, nor claim any compensation from the Owner for damage to
the work from weather elements.
The mixing and placing of concrete or pavement courses, the laying of masonry, and installation
of pipelines shall be stopped during rain storms, if ordered by the Engineer; and all freshly placed
work shall be protected by canvas or other suitable covering in such manner as to prevent
running water from coming in contact with it. Sufficient coverings shall be provided and kept
ready at hand for this purpose.
1.23 Fire Protection
The Contractor shall take all necessary precautions to prevent fires at, or adjacent to the work
and to his buildings. He shall provide adequate facilities for extinguishing fires, which do occur.
When fire or explosion hazards are created or exist in the vicinity of the work as a result of the
locations of gas mains, fuel tanks, gas tanks, or similar hazardous utilities or devices, the
Contractor shall immediately alert the local Fire Marshall, the Engineer, and the Owner of such
utility, tank, or device to prevent the occurrence of fire or explosion.
1.24 Chemicals
All chemicals used during project construction or furnished for project operation, whether
herbicide, pesticide, disinfectant, polymer, reactant of other classifications, must show approval
of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict
conformance with instructions. Any spills of chemicals into adjacent bodies of water shall be
promptly reported to the Engineer and Owner.
1.25 Safety and Health Regulations
The Contractor shall comply with the Department of Labor Safety and Health Regulations for
construction promulgated under the Occupational Safety and Health Act of 1970 (P.L. 91-596)
and under Section 107 of the Contractor Work Hours and Safety Standards Act (P.L. 91-54).
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1.26 Cooperation
The Contractor shall allow the Owner or his agents, and other project contractors or their agents,
to enter upon the work for the purpose of constructing, operating, maintaining, removing,
repairing, altering, or replacing such pipes, conduits, manholes, wires, poles, or other structures
and appliances now located on the site or which maybe required to be installed at or in the work.
The Contractor shall cooperate with all aforesaid parties and shall allow reasonable provisions for
the prosecution of any other work by the Owner, or others, to be done in connection with his
work, or in connection with normal use of any existing facilities.
1.27 Inspections and Tests
The Contractor shall allow the Engineer ample time and opportunity for testing materials and
equipment to be used in the work. He shall advise the Engineer promptly upon placing orders for
materials so that arrangements may be made, if desired, for inspection before shipment from the
place of manufacture. The Contractor shall at all times furnish the Engineer and his
representatives, facilities including labor, and allow proper time for inspecting and testing
materials, equipment, and workmanship. The Contractor must anticipate possible delays that
maybe caused him in the execution of his work due to the necessity of materials and equipment
being inspected and accepted for use. The Contractor shall furnish at his own expense, all
samples of materials required by the Engineerfor testing, and shall make his own arrangements
for providing water, electric power, or fuel for the various inspections and tests of structures and
equipment.
The Contractor shall furnish the services of representatives of the manufacturers of certain
equipment, as prescribed in otherSections of the Specifications. The Contractorshallslso place
his orders for such equipment on the basis that, after the equipment has been tested, prior to
final acceptance of the work, the manufacturer shall furnish the Owner with certified statements
that the equipment has been installed properly and is ready to be placed in functional operation.
Tests and analyses required of equipment shall be paid for by the Contractor, unless specified
otherwise in the Section which covers a particular piece of equipment.
Where tests or analyses are specifically required in other sections of these Specifications, the
cost shall be borne by the party (Owner or Contractor) so designated in such sections. The
Owner will bear the cost of all tests, inspections, or investigations undertaken by the order of the
Engineer for the purpose of determining conformance with the Contract Documents if such tests,
inspection, or investigations are not specifically required by the Contract Documents, and if
conformance is ascertained thereby. Whenever nonconformance is determined by the Engineer
as a result of such tests, inspections, or investigations, the Contractor shall bear the full cost
thereof or shall reimburse the Owner for said cost. In this connection, the cost of any additional
tests and investigations, which are ordered by the Engineer to ascertain subsequent
conformance with the Contract Documents, shall be borne by the Contractor.
1.28 Periodic Cleanup; Basic Site Restoration
During construction, the Contractor shall regularly remove from the site of the work all
accumulated debris and surplus materials of any kind which result from his operations. Unused
equipment and tools shall be stored at the Contractor's yard or base of operations for the project.
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When the work involves installation of sewers, drains, water mains, manholes, underground
structures, or other disturbance of existing features in or across streets, rights-of-way,
easements, or private property, the Contractor shall (as the work progresses) promptly backfill,
compact, grade, and otherwise restore the disturbed area to the basic condition which will permit
resumption of pedestrian or vehicular traffic and any other critical activity or functions consistent
with the original use of the land. The requirements for temporary paving of streets, walks, and
driveways, if required, are specified elsewhere. Unsightly mounds of earth, large stones,
boulders, and debris shall be removed so that the site presents a neat appearance. The
Contractor shall perform the cleanup work on a regular basis and as frequently as ordered by the
Engineer.
Basic site restoration in a particular area shall be accomplished immediately following the
installation or completion of the required facilities in that area. Furthermore, such work shall also
be accomplished, when ordered by the Engineer, if partially completed facilities must remain
incomplete for some time period due to unforeseen circumstances.
Upon failure of the Contractor to perform periodic cleanup and basic restoration of the site to the
Engineer's satisfaction, the Owner may, upon five (5) days prior written notice to the Contractor,
without prejudice to any other rights or remedies of the Owner, cause such work for which the
Contractor is responsible to be accomplished to the extent deemed necessary by the Engineer,
and all costs resulting therefrom shall be charged to the Contractor and deducted from the
amounts of money that may be due him.
1.29 Dust Control
The Contractor shall take all necessary measures to control dust from his operations, and to
prevent spillage of excavated materials on public roads.
The Contractor shall remove all spillage of excavated materials, debris or dust from public roads
daily, by methods approved by the Engineer. At a minimum, the Contractor shall make available
to the project a "broom" tractor and a water truck.
The Contractor shall sprinkle water at locations and in such quantities and at such frequencies as
may be required by the Engineer to control dust and prevent it from becoming a nuisance to the
surrounding area.
Dust control and cleaning measures shall be provided at no additional cost to the Owner.
1.30 Final Cleanup; Site Rehabilitation
Before finally leaving the site, the Contractor shall remove from the site of the work all
accumulated debris and surplus materials of any kind which result from his operation, including
construction equipment, tools, sheds, sanitary enclosures, etc. The Contractor shall leave all
equipment, fixtures, and work, which he has installed, in a clean condition. The complete project
shall be turned over to the Owner in a neat and orderly condition.
The site of the work shall be rehabilitated or developed in accordance with other sections of the
Specifications and the Drawings. In the absence of any portion of these requirements, the
Contractor shall completely rehabilitate the site to a condition and appearance equal or superior
to that which existed just prior to construction, except for those items whose permanent removal
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or relocation was required in the Contract Documents or ordered by the Engineer.
1.31 Finallnspection
Final cleaning and repairing shall be so arranged as to be finished upon completion of the
construction work.
The Engineer will make his final inspection of the,work during the progress of final cleaning and
repairing, and any portion of the work finally inspected and accepted by the Engineer shall be
kept clean by the Contractor, until the final acceptance of the entire work.
When the Contractor has finally cleaned and repaired the whole or any portion of the work, he
shall notify the Engineer that he is ready for final inspection of the whole or a portion of the work,
and the Engineer will thereupon inspect the work. If the work is not found satisfactory, the
Engineer will order further cleaning, repairs, or replacement.
When such further cleaning. or repairing is completed, the Engineer, upon further notice, will
again inspect the work. The "Final Payment" will not be processed until the Contractor has
complied with the requirements set forth, and the Engineer has made his final inspection of the
entire work and is satisfied that the entire work is properly and satisfactorily constructed in
accordance with the requirements of the Contract Documents.
1.32 Project Close Out
As construction of the project enters the final stages of completion, the Contractor shall, in
concert with accomplishing the requirements set forth in the Contract Documents, attend to or
have already completed the following items as they apply to his Contract.
A. Required testing of project components.
B. Correcting or replacing defective work, including completion of items
previously overlooked or work which remains incomplete, all as evidenced by
the Engineers "Punch" Lists.
C. Notify other Contractors of completion of work such that connections and/or
coordination between different projects can be made.
D. Attend to any other items listed herein or brought to the Contractor's attention
by the Engineer.
Before the Certificate of Substantial Completion is issued, the Contractor shall submit to the
Engineer (or to the Owner if indicated) certain records, certifications, etc., which are specified
elsewhere in the Contract Documents. Missing, incomplete, or unacceptable items, as
determined by the Engineer or the Owner, shall constitute grounds for withholding Final Payment
to the Contractor. A partial list of such items appears below, but it shall be the Contractor's
responsibility to submit any other items which are required in the Contract Documents:
A. Test results of project components.
B. Performance Affidavits for equipment.
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C. Certification of equipment or materials in compliance with Contract
Documents.
D. Operation and maintenance instructions or manuals for each item of
equipment.
E. One set of neatly marked-up record drawings showing as-built changes and
additions to the work under his Contract.
F. Any special guarantees or bonds (Submit to Owner).
The Contractor's attention is directed to the fact that required certifications and information under
Items A, B, and D above, must actually be submitted earlier in accordance with other sections of
the Specification.
1.33 Blastino and Explosives
When blasting is utilized at the site of work, the Contractor shall take all precautions and provide
all protective measures necessary to prevent damage to property and structures or injury to
persons. Prior to blasting, the Contractor shall secure all permits required by law for blasting
operations and shall provide any additional hazard insurance required by the Owner. The
Contractor shall have a fully qualified and experienced blasting foreman in charge of all blasting
operations. The Contractor shall undertake the complete drilling and blasting operations,
including handling and storing of explosives, in accordance with Federal, State and Local laws
and regulations in conformance with the recommendations and practices of the Institute of
Makers of Explosives. No blasting shall commence without prior notification being given the
Owner, Engineer, Police and Fire Departments. Blasting shall be covered or otherwise
satisfactorily confined. Contractor shall be responsible for and shall bear the expense of any
damage of whatever nature caused by blasting or accidental explosions.
Portions of the proposed pipeline installation may require blasting in the proximity of adjacent
roads/facilities/structures/buildings/houses. In order to reduce the potential for damaging these
roads/facilities/structures/buildings/houses, the Contractor shall notify the Engineer a minimum of
24 hours in advance of any blasting and the Owner will provide a blasting consultant to monitor
each blast and to confirm that particle velocities are maintained by the Contractor within
acceptable limits. Charge weights and delays for all blasts shall be selected to maintain
maximum particle velocities at the nearest building/house location to not more than 2 inches/sec.
All blasts are to also be monitored with a vibration monitor capable of providing an immediate
hard copy showing the date, time, and peak particle velocities in the longitudinal, transverse, and
vertical directions. No blasting shall be performed in the proximity of adjacent buildings/houses
without the blasting consultant being present unless specifically directed otherwise by the
Engineer. The blasting consultant shall continuously plot scale distance data and this information
shall be used by the Contractor to select appropriate charge weights and delays for all shots.
The Contractor shall be solely responsible for selection of charge weights and delays. In no case
shall the charge weight and delay selected for a shot exceed that which would theoretically
maintain maximum peak particle velocities to 2 in/sec based on scale distance data developed
for the project.
Prior to the first blast within 30 feet of a facilities/structures/building/house, the charge weight and
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delays shall be selected to limit peak particle velocities to not more than 1 in/sec until scale
distance for the site is developed. The criteria may then be increased to the specification
standard of 2 in/sec for all subsequent shots. If at any time during subsequent blasts, peak
particle velocities exceed 2 in/sec, then subsequent blasting shall be limited to a peak particle
velocity of 1 in/sec until scale distance data produces consistent results. Peak particle velocities
may then be increased to 2 in/sec based on the updated scale distance data and remain at that
level as long as consistent results are maintained.
1.34 Additional Definitions
Certain Specification Sections refer to Divisions of Contract Specifications. Sections are each
individually numbered portions of the Specifications (numeric) such as 4, 11, etc. The term
Section is used as a convenience term meaning all Subsections within a numerical grouping.
Section 11, would thus include Subsections 11.00 and 11.02. Section 13 would include
Subsections 13.00 or ...08, etc.
1.35 Construction Video
The Contractor shall videotape the entire proiect route utilizing the VHS format only. The original
video tape shall be turned over to the Engineer prior to beginning construction activities. The
videotape shall be Kodak HGX Gold or Maxell HGX Gold. The video shall clearly identify existing
site conditions prior to construction.
1.36 Ultimate Disposition of Claims by One Contractor Arising From Alleged Damage
by Another Contractor
During the progress of the work, other Contractors maybe engaged in performing other work or
may be awarded other Contracts for additional work on this project. In that event, the Contractor
shall coordinate the work to be done hereunder with the work of such other Contractors and the
Contractor shall fully cooperate with such other Contractors and carefully fit its own work to that
provided under other Contracts as may be directed by the Engineer. The Contractor shall not
commit or permit any act, which will interfere with the performance of work by any other
Contractor.
If the Engineer shall determine that the Contractor is failing to coordinate his work with the work
of the other Contractors as the Engineer directed, then the Owner shall have the right to withhold
any payments otherwise due hereunder until the Contractor completely complies with the
Engineer's directions.
If the Contractor notifies the Engineer in writing that another Contractor on this project is failing to
coordinate his work with the work of this Contract as directed, the Engineer must promptly
investigate the charge. If the Engineer finds it to be true, he must promptly issue such directions
to the other Contractor with respect thereto as the situation may require. The Owner, the
Engineer, nor any of their agents shall not, however, be liable for any damages suffered by the
Contractor by reason of the other Contractor's failure to promptly comply with the directions so
issued by the Engineer, or by reason of another Contractor's default in performance, it being
understood that the Owner does not guarantee the responsibility or continued efficiency of any
Contractor.
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The Contractor shall indemnify and hold the Owner and the Engineer harmless from any and all
claims of judgments for damages and from costs and expenses to which the Owner may be
subjected or which it may suffer or incur by reason of the Contractor's failure to comply with the
Engineer's directions promptly.
Should the Contractor sustain any damage through any act or omission of any other Contractor
having a Contract with the Owner for the performance of work upon the site or of work which may
be necessary to be performed for the proper execution of the work to be performed hereunder, or
through any act or omission of a Subcontractor of such Contract, the Contractor shall have no
claim against the Owner or the Engineer for such damage, but shall have a right to recover such
damage from the other Contractor under the provision similar to the following provisions which
have been or will be inserted in the Contracts with such other Contractors.
Should any other Contractor having or who shall hereafter have a Contract with the Owner for the
performance of work upon the site sustain any damage through any act or omission of the
Contractor hereunder or through any act or omission of any Subcontractor of the Contractor, the
Contractor agrees to reimburse such other Contractor for all such damages and to defend at his
own expense any suit based upon such claim and if any judgment or claims against the Owner
shall be allowed, the Contractor shall pay or satisfy such judgment or claim and pay all costs and
expenses in connection therewith and shall indemnify and hold the Owner harmless from all such
claims.
The Owner's right to indemnification hereunder shall in no way be diminished, waived or
discharged, by its recourse to assessment of liquidated damages as provided in the Contract, or
by the exercise of any other remedy provided for by Contract Documents or by law.
1.37 Maintenance of Water and Sewer Facilities During Construction
All work requiring interruption of water or sewer service shall be conducted in strict accordance
with the conditions set forth in this Section. The intent of this section is to minimize the extent
and duration of necessary interruptions in water or sewer service and to insure that such
operations are conducted in such a manner as to protect the quality of service provided to the
water and sewer customers of the Owner.
The intent of this Section is to outline the minimum requirements necessary to provide
continuous water and wastewater flow throughout the construction period, except during
approved interruptions of service.
Work shall be scheduled and conducted by the Contractor so as not to impede any water or
wastewater flow, or cause odor or other nuisance, except as explicitly permitted hereinafter. In
performing the work shown and specified, the Contractor shall plan and schedule his work to
meet the water distribution and the wastewater collection system operating requirements, and the
constraints and construction requirements as outlined in this Section and as shown on the
Drawings.
No discharge of raw or inadequately treated wastewater shall be allowed. The Contractor shall
take all necessary precautions and provide all required means and apparatus including, but not
limited to, plugs, pumps (including back-up pump), hoses, piping, power (including back-up
power) to prevent wastewater from entering the new pipeline. The Contractor shall pay all civil
penalties, fines, costs, assessments, etc., associated with any discharge of raw or inadequately
treated wastewater associated with the Contractor's work.
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The Contractor has the option of providing additional temporary facilities that can eliminate a
constraint, provided it is done without cost to the Owner and provided that all requirements of
these Specifications are fulfilled.
The Contractor shall provide the Engineer with a detailed water and wastewater interruption and
diversion plan for approval. At a minimum, this plan shall address the following:
1. Expected date of interruption(s) and duration of any and all interruption(s).
2. Sequence of construction operations for any interruption(s).
3. Procedure for flushing and disinfection of all affected water distribution piping
and valves.
No interruption of service will be permitted until the foregoing plan has been approved by the
Engineer.
The Engineer reserves the right to adjust, modify, and/or alter the proposed plan to serve
the best interests of the Owner at no additional cost to the Owner.
The Contractor shall give the Owner through the Engineer, at least 1 week advance notice of his
intent to divert or interrupt any portion of the system.
All short-term system or partial system interruptions of service and diversions shall receive prior
written approval from the Engineer. Long-term interruptions of service and diversions shall
conform to the requirements specified herein and shall be minimized by the Contractor as much
as possible. If in the judgement of the Engineer a requested interruption of service is not
required for the Contractor to perform the Work, the Contractor shall utilize approved alternative
methods to accomplish the Work. All interruptions of service shall be coordinated with and
scheduled at times suitable to the Owner. Interruptions of service shall not begin until all required
materials are on hand and ready for installation. Each interruption of service period shall
commence at a time approved by the Owner. The Contractor shall proceed with the Work
associated with short-term system or partial system interruptions continuously, start to finish, until
the Work is completed and normal operation of service is restored, unless otherwise approved in
writing by the Engineer.
The Contractor shall schedule short-term and extended interruptions of service in advance and
shall present all desired interruptions of service in the 30 and 60-day schedules at the progress
meetings (see Section 1). Interruptions of service shall be fully coordinated and finalized with the
Engineer at least 24 hours before the scheduled interruption of service. Owner's personnel shall
operate the Owner's existing waterfacilities involved in the short-term and extended interruptions
of service.
Short term interruptions of service will be allowed for repairs to water mains, water services, and
sewer service connections to existing facilities. All such interruptions of service shall be
scheduled for low usage, low-flow periods and shall be limited to less than two (2) hours
depending on the time of day or in the case of the sewer system, the incoming flow rate and
storage volume in the collection system. The Contractor shall provide appropriate diversion
facilities to be approved by the Owner, and at no additional cost to the Owner, when the sewer
system cannot be interrupted for a sufficient amount of time to accomplish the required work.
The Contractor may be allowed additional interruption time for short-term interruptions if he can
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demonstrate to the Owner and Engineer that the collection system will not surcharge or overflow
during the requested interruption period. Duration ofshort-term interruptions allowed will depend
on incoming wastewater flow rate and prevention of any discharge of raw wastewater from the
collection system. The schedule and duration of short-term interruptions shall be at the
discretion of the Owner.
Long-term interruptions will be allowed for replacement of the existing sanitary sewer mains and
interceptors as indicated on the Drawings. The Contractor shall furnish and install all means and
apparatus including, but not limited to, plugs, pumps (including back-up pumps), hoses, piping,
power (including back-up power), etc., required to bypass the existing facilities during the
construction of that segment of the work. Scheduling and notification of the Owner shall be the
same as that for short-term interruptions.
The Owner shall have the authority to order Work stopped or prohibited that would, if in its
opinion, unreasonably result in interrupting the necessary functions of the existing water and
sewer facilities.
If the Contractor impairs performance or operation of the existing facilities as a result of not
complying with specified provisions for maintaining service, then the Contractor shall immediately
make all repairs or replacements and do all work necessary to restore the service to operation to
the satisfaction of the Engineer. Such work shall progress continuously to completion on a
24-hours per day, seven work days per week basis.
The Contractor shall provide the services of emergency repair crews on call 24-hours per day.
Water service shall not be restored until the completed work, including flushing and disinfection,
has been approved by the Owner.
1.38 Flushing. Testing. and Disinfection Coordination
The intent of this Section is to provide for a complete and comprehensive flushing, pressure
testing and disinfection program.
Flushing, testing and disinfection of pipe work are specified under Section 4.
Water Supply
The Owner will provide reasonable quantities of water necessary for flushing, pressure testing,
and disinfection of all facilities associated with this project. All pipelines shall be filled slowly
either through an existing valve or through taps. Special care shall be exercised in loading lines
to prevent damage. The Contractor shall coordinate with the Owner the operation of all existing
valves. All valve operations shall be done by City of Raleigh personnel only.
Scheduling
The Contractor shall provide the Engineer with a detailed flushing, pressure testing, and
disinfection plan for approval. The Engineer reserves the right to adjust, modify, and/or alter
the proposed plan to serve the best interests of the Owner at no additional cost to the
Owner.
The Contractor shall give the Owner through the Engineer, at least 1 week advance notice of his
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intent to begin flushing any portion of the system.
All flushing, pressure testing, disinfection, shall be witnessed by the Engineer and a
representative of the Owner. The Contractor shall coordinate all work with the Engineer at a time
mutually agreeable to the Owner and shall give at least 24 hours advance notice prior to
performing any work.
Flushing
The Contractor shall flush all facilities described herein in accordance with Section 4 of these
Specifications. The times for flushing shall be coordinated, through the Engineer, with the Owner
for their ability to provide adequate water. The Contractor shall have no claim for monetary
compensation from the Owner for the inability of the Owner to provide adequate water at the
proposed time of flushing. Compensation to the Contractor is limited to an extension of time to
the Contract only.
The Contractor may be required to use pipe extensions to direct discharge flows to the nearest
storm drain to prevent excessive water from flowing on private property. Care shall be exercised
to prevent the water from entering the trench or wetting the backfill material. All materials shall
be furnished by the Contractor.
Pressure Testing
The Contractor shall pressure test all pipe in accordance with Section 4 of these Specifications.
All pressure testing of pipe shall be limited to the distance between isolation valves as shown on
the Drawings at any one time, unless otherwise approved, in writing, by the Engineer. The
testing meter shall be provided by the Owner.
Disinfection
The Contractor shall disinfect all pipe in accordance with Section 4 of these Specifications. All
disinfection of pipe shall be limited to the distance between isolation valves, as shown on the
Drawings, a_t any one time, unless otherwise approved, in writing, by the Engineer. The Owner's
Chemist will perform all biological water sampling and all chlorine residual sampling at each pipe
flushing connection, stub-out, pipe ends, dead ends, or as otherwise required by the Owner for
accurate disinfection and testing of the system. The frequency of testing shall be, at a minimum,
1 sample taken for 2 consecutive days at each location. If the samples are rejected by the
Owner, the required procedure shall be repeated until satisfactory results are obtained at no
additional cost to the Owner. Disinfection of the facilities shall be performed immediately
following the pressure testing (time not to exceed 48 hours). Manually operated pumps shall not
be used for chlorine solution injection.
Spent chlorine solution shall be disposed of in the Owner's sanitary sewer system only.
Alternatively, if no sewer system is available, a dechlorination process utilizing appropriate
quantities of sodium bisulfate (NaHSO3) may be used independently or in combination with
disposal in the Owner's sewer system. The Contractor shall provide all pipe, pumps, power,
materials, equipment, etc., necessary to convey the spent chlorine solution to the Owner's sewer
system.
The Contractor shall not use fire hoses or any other type of flexible piping to discharge directly
into sewer manholes. Rigid pipe shall be adequately supported and suspended at least 1 foot
above the manhole top, providing for anair-gap. A check valve shall be installed on the piping to
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prevent backflow into the potable water system.
The Contractor shall furnish, install and utilize appropriately sized taps strategically located in
relation to the Owner's sewer system for disposal of the spend chlorine solution. The release of
spent chlorine solution shall be limited to a combined flow of 1.00 MGD into the Owner's sewer
system at any one time. The Contractor shall not use the flushing connection assemblies
provided for flushing the pipeline, to dispose of the spent chlorine solution.
Under no circumstances shall spent chlorine solution be disposed of in such a way that it would
be detrimental to animal, plant, or fish life. The Contractor shall pay all civil penalties, fines,
costs, assessments, etc., associated with any discharge of spent chlorine solution associated
with the Contractor's work.
The Contractor shall have no claim for monetary compensation from the Owner for the inability of
the Owner to provide adequate water at the proposed time of disinfection or to accept spent
chlorine solution into the Owner's sewer system at the proposed time of release. Compensation
to the Contractor is limited to an extension of time to the Contract only.
1.39 Safety Plan
The Contractor shall submit a detailed Safety Plan specifically established for this project, prior to
or at the preconstruction conference. The Safety Plan shall be in compliance with all local, state
and federal safety regulations and guidelines. The Owner must approve the Safety Plan before
any Work will be permitted on the project. The Owner shall have the authority to order Work
stopped, if in it's opinion, the Contractor is not in compliance with the approved Safety Plan.
***END OF SECTION***
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SECTION 3 -SITE PREPARATION
3.00 General
The Contractor shall be responsible for all site preparation necessary for the work shown on the
Drawings and specified herein. This includes, but is not limited to the proper removal and storage of
topsoil, the proper removal and disposal of all spoil and refuse materials, and the removal and
reinstallation of any items such as driveways, culverts, storm drains, paved ditches, signs,
pavements, walks, fences, mailboxes, etc. as may be necessary for carrying out the work. The
restoration of surfaces shall be done in accordance with the requirements of Section 7.
The removal of signs shall be done in accordance with and subject to the approval of the North
Carolina Department of Transportation. Temporary signs shall be furnished and installed by the
Contractor as necessary and as required. All Regulatory Signs, shall be replaced immediately
following backfilling or at the end of each day, whichever occurs first.
Where removal of existing structures (such as driveway culverts, storm drains, etc, and/or utilities) is
required in order to carry out the work, the Contractor shall be responsible for re-installing these
items to their original condition and functional capacity.
The Contractor shall provide adequate means to prevent any sediment from entering any storm
drains (curb inlet filter box), ditches, streams, or bodies of water downstream of any area disturbed
by construction. Excavated materials shall be placed upstream of any trench or other excavation to
prevent sedimentation of offsite areas. In areas where a natural buffer area exists between the work
area and the closest stream or watercourse, this area shall not be disturbed. All streets and
driveways shall be scraped and swept as necessary (minimum daily) to prevent the accumulation of
dirt and debris.
At the completion of the work at this site each day, the Contractor shall remove all debris and
excess construction materials, and the site shall be left clean and presentable.
3.01 Clearina. Grubbina and Pavement Removal
The Contractor shall clear and grub any proposed permanent easements as shown on the Drawings
and specified herein. The Contractor shall also clear and grub such portions of the highway or
street rights-of-way required for placement of the pipeline. The Contractor shall notify the Engineer
of any clearing and grubbing that is required outside the proposed easement, and shall obtain the
Engineer's approval of the proposed limits of the areas to be cleared and grubbed prior to starting
any work.
Clearing shall consist of cutting, removal, and satisfactory disposal of all trees, fallen timber, brush,
rubbish, sanitary landfill material, fencing, and other perishable and objectionable material within the
designated areas.
Grubbina shall consist of the removal and disposal of all stumps, roots, logs, sticks, and other
perishable materials to a depth of at least 6 inches below ground surface. Topsoil shall be stripped
from the work area and kept in piles until needed for final grading.
Pavement removal shall consist of the removal and proper disposal of all asphalt or concrete, etc.,
road surfaces, driveways or sidewalks as may be necessary for carrying out the work.
011063034.2 SECTION3.doc:6/7/2004 3-1 NC 50 FORCE MAIN

In temporary construction easement locations, only those trees and shrubs shall be removed which
are in actual interference with excavation or grading work under this Contract, and removal shall be
subject to approval by the Engineer. However, the Engineer reserves the right to order additional
trees and shrubs removed at no additional cost to the Owner, if such, in his opinion, are too close to
the work to be maintained or have become damaged due to the Contractor's operations.
3.02 Disposal of Cleared and Grubbed Material
All trees, stumps, roots, bushes, refuse, heavy oils, asphaltic or concrete materials, items containing
natural or synthetic rubber or any unsuitable materials shall be removed from the site and disposed
of by the Contractor. Off-site disposal areas are subject to approval by the Engineer.
3.03 Payment
For completing the work specified under this Section and shown on the Drawings, the Contractor
shall be paid the unit price bid for the Pay Item stipulated below:
Pay Item
Description
Unit
3
Site Preparation
***END OF SECTION***
LS
011063034.2 SECTION3.doc:6/7/2004 3-2 NC 50 FORCE MAIN

SECTION 7 -SURFACE RESTORATION
7.00 General
The Contractor shall furnish all labor, equipment and materials required to perform and complete the
restoration of all surfaces in the excavation and work area. The Contractor shall remove all surface
materials of whatever nature and shall properly store., guard, and preserve as much material as may
be required for restoration of disturbed areas. Topsoil, where encountered, shall be piled separately
from other excavated materials to prevent mixing with the suitable backfill materials, and shall be
backfilled to a compacted depth equal to the original condition.
Depressions that occur along the line of excavation, due to the settlement, shall be brought to
grade, restoring the surface to its original condition. Where trenches cross or disturb improved or
unimproved driveways the ground surface shall be returned to its original condition by the Contractor
at his own expense.
7.01 Final Grading and Finished Grade Adjustments
All areas disturbed during the course of the work shall be brought to the original grade of the
adjacent ground surfaces. The surface shall be graded smoothly with all stones and debris
removed. Where called for in the Drawings, the Contractor shall provide all labor and materials
necessary to perform any adjustments in grade needed to obtain minimum cover.
Excess fill material from the project excavation maybe used for grade adjustments provided that it is
free of rocks (over 4-inches in diameter), roots or other objectionable materials. The fill material
shall be spread evenly and compacted to 85 percent Standard Proctor density in lifts not to exceed
one (1) foot in depth. Surface restoration shall be as specified under this Section.
If in the event that sufficient fill material or topsoil is not available, the Contractor shall supply all
such material at his own expense.
7.02 Maintenance and Restoration of Unpaved Surfaces
All grassed and natural areas (including shoulders of roads) disturbed during the course of the work
shall be reseeded. The topsoil shall be replaced and raked to an even grade with all stones, and
debris removed.
All grass, fertilizer and mulch applications shall be furnished and placed in accordance with the
following table:
Item Application Rate
Kentucky 80 Ibs/ac.
Kenblue 10 Ibs./ac.
Reliant Hard Fescue 10 Ibs./ac.
Korean or Kobe Lespedeza 20 Ibs./ac.
Small Grain Straw 2,000 Ibs./ac.
011063034.2 SECTION7.doc:6l7/2004 7-1 NC 50 FORCE MAIN

Item Application Rate
Agri Lime 4,000 lbs./ac.
Fertilizer (Choose One)
12-24-24 400 lbs./ac.
10-20-20 500 lbs./ac.
5-10-10 1,000 lbs./ac.
After seeding, the area shall be rolled and mulched with fine grain straw at the application rate
specified. An asphaltic tack coat, or an approved equal treatment shall be used to hold the mulch in
place.
Seeded areas that fail to establish a vigorous stand of grass adequate to restrain accelerated
erosion shall be reseeded at the Contractors expense. The Contractor shall not be eligible for Final
Payment until a vigorous stand of grass has been established for all disturbed areas.
The season for grass seeding shall be from March 1 to June 1, and from September 1 to December
15. Rye grain shall be added to the seed mixture at a minimum rate of 25 pounds/acre for the
period from November through February and millet or sudan shall be added to the seed mixture at a
minimum rate of 35 pounds/acre for the period from July through August. In addition, the application
rate for emulsified asphalt tack should be specified at about 250 gal./acre. Seeded areas that fail to
establish a vigorous strand of grass adequate to restrain erosion shall be promptly reseeded at the
Contractor's expense. Seeding at any other time must be requested in writing and approved by the
Engineer.
Unoaved Roads and Driveways
On all unpaved roads and driveways,_the Contractor shall strip and stockpile the existing crushed
stone base. After construction, the Contractor shall restore the crushed stone base to its original
condition. Additional crushed stone shall be provided by the Contractor at his expense if a suitable
surface cannot be established.
Ditch and Swale Erosion Protection
On all ditches and swales shown on the Drawings to receive erosion protection, shall be lined with
an erosion retention blanket as shown on the Drawings and as specified under Section 9.
Blanket staples shall be made of wire, 0.091-inch in diameter or greater, "U" shaped with legs 6-
inches in length and a 1-inch crown.
The area to be covered shall be properly graded and prepared, fertilized, and seeded before the
blanket is applied. Unroll blanket so that the netting is on top and the fibers are in contact with the
soil. Install in direction of water flow. Staple ends and sides one (1) row alternately spaced down
the center or as otherwise recommended by the manufacturer. The staples shall be driven vertically
into the ground.
Payment for this work shall be included under the Unit Prices Bid in Section 9, Erosion and
Sedimentation Controls.
011063034.2 SECTION7.doc:6l7/2004 7-2 NC 50 FORCE MAIN

7.03 Restoration of Paved Surfaces
Where trenches cross or disturb paved streets, driveways, parking areas, sidewalks and curbs, the
Contractor shall remove where necessary and shall replace all portions of pavements, curbs,
sidewalks, and driveways destroyed or damaged by his operation. The Contractor shall take all
precautions to protect the existing pavement from damage by his equipment during construction. It
is the intent of these specifications that the Contractor leave all paved surfaces affected by the
construction work equal to or better than the original condition and that all work be done in
conformance with approved practice.
The Contractor shall be advised, when concrete sub-base is encountered under existing pavement,
it shall be replaced with the flexible base pavement as described herein.
The Contractor shall not begin final restoration work until the subgrade has been inspected and
approved by the agency having authority over the rights-of-way. All pavement and road restoration
within State or City owned rights-of-way shall be done as specified herein and as detailed on the
Drawings, to the requirements of the North Carolina Department of Transportation Standard
Specification, and to the approval of the North Carolina Department of Transportation District
Engineer and the City of Raleigh.
Bituminous concrete binder course restoration shall be completed prior to the close of work each
day allowing the trench to be exposed to traffic during non-working hours.
Depressions that occur along the line of the excavation, due to settlement, shall be brought to
grade, restoring the base course to its original condition, prior to final pavement restoration.
Final flexible pavement restoration shall be deferred at least two (2) weeks after the trench area has
been backfilled and exposed to traffic.
The existing pavement shall be cut back with a pavement saw and squared off in a neat and
workmanlike manner as directed by the Engineer. In general, the base for bituminous pavements
shall extend at least one (1) foot on undisturbed subgrade.
The following are the minimum pavement specifications that will be accepted under this Contract.
A. Asphaltic Surfacing with Flexible Base Pavements
Type "A" Pavement -Type "A" pavement shall be used for all roads or streets owned or
maintained by the North Carolina Department of Transportation. Type "A" pavement shall be
as described herein and as shown on the Drawings. Materials and work shall be as follows:
Sub-Base -None required; see Base
Base -The Contractor shall place a bituminous concrete binder course to a compacted
depth of the original sub-base and base (full depth replacement) 6-inches (minimum).
Placement of the bituminous concrete binder course shall not exceed 2-inch lifts. No
paving shall be done unless the temperature is above 50°F. Rolling shall be done with
an approved 10-ton roller. Special care shall be taken that the new base abuts directly
against the existing pavement base. Bituminous concrete binder course shall conform
to NCDOT TYPE H.
011063034.2 SECTION7.doc:6/7/2004 7-3 NC 50 FORCE MAIN

Wearing Surface -Hot plant mix asphaltic concrete conforming to North Carolina
Department of Transportation Specification Type I-2. No paving shall be done unless
the temperature is above 50°F. Rolling shall be with an approved 10-ton roller. The
asphaltic wearing surface shall be the minimum thickness shown on the Drawings, after
rolling.
Type "B" Pavement -Type "B" pavement shall be as described herein and as shown on the
Drawings. Materials and work shall be as follows:
Sub-Base -The Contractor shall place an aggregate base course to the compacted
depth shown on the Drawings. Special care shall betaken that the new sub-base abuts
directly against the existing pavement sub-base. Aggregate base course shall conform
to NCDOT Item 910-1, (Type ABC).
Base -The Contractor shall place a bituminous concrete binder course to the
compacted depth shown on the Drawings. No paving shall be done unless the
temperature is above 50°F. Rolling shall be done with an approved 10-ton roller.
Special care shall be taken that the new base abuts directly against the existing
pavement base. Bituminous concrete binder course shall conform to NCDOT TYPE H.
Wearing Surface -Hot plant mix asphaltic concrete conforming to North Carolina
Department of Transportation Specifications Type I-2. No paving shall be done unless
the temperature is above 50°F. Rolling shall be with an approved 10-ton roller. The
asphaltic wearing surface shall be the minimum thickness shown on the Drawings, after
rolling.
Tyge "C" Pavement -Type "C" pavement shall be used where shown on the Drawings. Type
"C" pavement shall be as described herein and as shown on the Drawings. Materials and
work shall be as follows:
Sub-Base -The Contractor shall place an aggregate course to the compacted depth
shown on the Drawings. Special care shall be taken that the new sub-base abuts
directly against the existing pavement sub-base. Aggregate base course shall conform
to NCDOT Item 910-1, (Type ABC).
Base -The Contractor shall place a bituminous concrete binder course to the
compacted depth shown on the Drawings. No paving shall be done unless the
temperature is above 50°F. Rolling shall be done with an approved 10-ton roller.
Special care shall be taken that the new base abuts directly against the existing
pavement base. Bituminous concrete binder course shall conform to NCDOT TYPE H.
Overlay Wearing Surface -Hot plant mix asphaltic concrete conforming to North
Carolina Department of Transportation Specifications Type I-2. No paving shall be
done unless the temperature is above 50°F. Rolling shall be with an approved 10-ton
roller. The asphaltic wearing surface (overlay) shall be the minimum thickness shown on
the Drawings, after rolling. Overlay wearing surface shall typically extend from curb to
center line of street, unless otherwise shown on the Drawings or as directed by the
Engineer. Overlay wearing surface shall taper to existing pavement and curb.
011063034.2 SECTION7.doc:6/7/2004 7-4 NC 50 FORCE MAIN

B. Bituminous Macadam and Asphaltic Drivewavs and Walks
Special attention shall be given to the restoration of all driveways and walks damaged by the
construction work. Work, materials, grading, and finish shall be of a higher quality and standard
than the original.
1. Flexible Base
Base -Aggregate base course conforming to NCDOT Item 910-1, (TYPE ABC).
Base thickness -Same as original, 8 inches minimum
Prime coat -Rapid-curing cut asphalt, 0.5 gallons per square yard.
Wearing surface - 1 course, NCDOT TYPE I-2, 1-inch minimum thickness after rolling.
2. Rigid Base
Rigid base - Class B concrete
Base thickness -Same as original, 5 inches minimum
Tack coat -Rapid-curing liquid asphalt or quick breathing emulsified asphalt, 0.2
gallons per square yard
Wearing surface - 1 course, NCDOT TYPE I-2, 1-inch minimum thickness after rolling.
C. Portland Cement Concrete Pavements
Drivewavs -The existing concrete shall be cut-back with a pavement saw to the next joint beyond
the Trench Excavation Limits and shall be replaced to the full length (as measured parallel to the
roadway). Existing concrete driveways that do not have existing joints shall be cut-back (saw cut) to
the Trench Excavation Limit (minimum) or to a width sufficient to remove concrete damaged by
construction or equipment on the property line side of the trench and to the edge of the highway
pavement on the highway side of the trench and to the full length (as measured parallel to the
highway). No patching shall be allowed.
The existing concrete shall be cut-back and squared off in a neat and workmanlike manner as
directed by the Engineer. Concrete and work shall be as follows:
Concrete -Class A
Thickness - 6 inches
Finish - As directed
Reinforcement* -Steel mesh shall be 6 x 6 - W2.0 x W2.0 WWF (6 x 6 - 8 x 8 WWF)
Placement of Reinforcement - As directed
011063034.2 SECTION7.doc:sn/2004 7-5 NC 50 FORCE MAIN

Joint Material -Bituminous premolded filler type; 1/2-inch thick for expansion joints
against all structures surrounded by driveway. One-inch thick where concrete abuts
against existing pavements or structures.
Sidewalks -Sidewalks shall be replaced to the. nextjoint beyond the Trench Excavation Limits and
to the full width of the sidewalk. Concrete and work as follows:.
Concrete -Class A
Thickness - 5 inches
Finish -Floated or broomed to match adjacent concrete
Reinforcement* -Steel mesh shall be 6 x 6 - W2.0 x W2.0 WWF (6 x 6 - 8 x 8 WWF)
Joint Material -Bituminous premolded filler type; '/2-inch thick for expansion joints
against all structures surrounded by walk. One-inch thick where walks abut against
other pavements or structures.
Expansion joint spacing -Approximately 20 feet or as directed by the Engineer
Curbs -Curbs shall be rebuilt to original lines, grade, cross-section and finish. Any curbing that has
settled or shifted shall be relaid.
Concrete -Class A
Joints - As directed
Expansion - '/2-inch bituminous expansion joint material, matching cross-section, at
ends of replacement sections
*Reinforcement required even when original had none.
7.04 Traffic Loops
Where trenches cross or disturb paved streets containing traffic signal loop detectors, the
Contractor shall replace all traffic loops damaged during construction, and installation shall be in
accordance with the North Carolina Department of Transportation, Division of Highways Traffic
Signal Specifications.
The Contractor shall take all precautions to protect the traffic loops from damage by his equipment
during construction. Traffic loops shall be replaced in any pavement that is to be overlayed.
In areas where traffic control measures have been moved or are not currently being employed, the
Contractor shall provide a temporary repair to the traffic signal loop detectors or other means
approved by the Engineer, for controlling traffic signals, until final pavement and traffic loop
restoration is completed.
Traffic signal loop detectors shall be installed utilizing a diamond blade saw providing a clean
well-defined 0.250" width cut without damage to adjacent areas. The saw cuts shall be overlapped
to provide full depth at all corners. All slots requiring a right angle turn of the wire shall be cut at a
diagonal to prevent sharp wire bends, and shall be cut 12" to 18" from the corners of the loop.
011063034.2 SECTION7.doc:6/7/2004 7-6 NC 50 FORCE MAIN

The loop lead-in wires shall be carried through the pavement by a 1-inch drilled hole approximately 3
to 6-inches from the edge of pavement. Where curbing is involved the loop lead-in wires shall be
carried through by a 1-inch drilled hole.
Prior to installation of the wire, the saw cuts shall be checked for the presence of jagged edges or
protrusions and cleaned and dried removing all cutting dust, grit, oil, moisture orothercontaminants
in the saw cut.
The sealer shall be of the flexible imbedding type and used in accordance with the manufacturer's
instructions. Prior to placing the sealer, the loop lead-in wire shall be checked for continuity and
resistance and the integrity of the insulation shall be checked by applying a megger between each
end of the loop lead-in and the nearest reliable electrical ground. The meggar reading shall be in
excess of 10-M-OHMS under all conditions.
All traffic signal loop detectors shall be subject to inspection by the N.C. Dept. of Transportation prior
to acceptance.
7.05 Pavement Markings
Where trenches cross or disturb paved streets containing pavement markings, the Contractor shall
replace all pavement markings removed or damaged during construction. Pavement markings shall
be replaced to their original configuration immediately following final pavement restoration, unless
otherwise approved by the Engineer. Pavement markings shall be replaced in accordance with the
Specifications and requirements of the North Carolina Department of Transportation District
Engineer and the City of Raleigh, as they apply to the authority having jurisdiction over the roadway
segment involved.
Pavement markings shall be replaced on any pavement that is to be overlayed.
All pavement markings shall be subject to inspection by the North Carolina Department of
Transportation and the City of Raleigh prior to acceptance.
In areas where traffic control measures have been moved or are not currently being employed, the
Contractor shall provide temporary regulatory and warning pavement markings or other means
approved by the Engineer, for controlling traffic, until final pavement restoration is completed.
7.06 Measurement and Pavment
The quantities to be measured under this Section shall be the actual units of each item installed as
specified herein.
Payment for restoration of unpaved surfaces shall be in accordance with the Lump Sum Price
stipulated below for Pay Item 7a.
Payment for restoration of paved surfaces to be paid for under this Section shall be the measured
number of tons replaced in accordance with these specifications and the direction of the Engineer.
The final pavement shall be measured and paid for under this Section up to the maximum widths
shown on the Drawings. Beyond these limits, any pavement restoration required shall be at the
Contractor's expense.
011063034.2 SECTION7.doc:6/7/2004 7-7 NC 50 FORCE MAIN

Any miscellaneous surface restoration not previously mentioned such as concrete or brick
sidewalks, curbs and gutters, driveways, traffic islands, traffic signal loops, pavement markings, etc.
shall be paid for under Pay Item 7e.
For completing the work specified under this Section and shown on the Drawings, the Contractor
shall be paid the Unit Prices Bid for the respective Pay Items stipulated below:
Pay Item Description
7a Maintenance and Restoration
7b Restoration of Sub-Base (Type ABC)
7c Restoration of Base Pavement (Type H)
7d Restoration of Wearing Surface Pavement
(Type I-2)
7e Miscellaneous Surface Restoration (not
included in other Pay Items)
***END OF SECTION***
Unit
LS
TON
TON
TON
LS
011063034.2 SECTION7.doc:6/7/2004 7-8 NC 50 FORCE MAIN

SECTION 8 -ADDITIONAL EXCAVATION AND CRUSHED STONE BEDDING
8.00 General
Under this Section, the Contractor shall do all additional excavation specifically requested by the
Engineer and shall furnish all labor, equipment, and materials for the placement and compaction of
additional crushed stone bedding as herein speciti'led or as directed by the Engineer.
Payment for stone bedding for the pipe (Type B bedding as shown on the Drawings) shall be
included for payment under Section 4. Payment for stone bedding for manholes shown on the
Drawings shall be included for payment under the Unit Price Bid for other Pay Items of this Contract.
No payment for these materials will be made under this Section.
Payment shall be made under this Section only for stone bedding used to replace unsatisfactory
earth soils removed as additional excavation or for stone bedding requested by the Engineer and
not shown on the Drawings or specified under other sections.
Additional excavation in any trench or other excavation is defined as excavation to a depth greater
than 6 inches below the depths shown on the Drawings.
This Section is intended to provide for the removal of unsatisfactory subgrade materials for pipe and
manholes. Backfill for additional excavation shall be crushed stone bedding as described herein.
Any and all work done under this Section shall be at the direction of the Engineer.
8.01 Excavation Work
The Contractor shall do such additional excavating work as the Engineer shall direct. Such
excavations shall be subject to the same conditions and requirements as specified for trench
excavation. Excavation work shall include soil (dirt) only. Additional excavated rock shall be a
negotiated Extra Work Item.
8.02 Bedding Material and Placement
Bedding material shall be No. 67 stone meeting the requirements of the North Carolina Department
of Transportation and furnished from an approved source. When tested according to the ASTM
D422, the bedding material shall conform to the following gradation:
Sieve
1"
3/4"
3/8"
No. 4
No. 8
No. 200
Percent Passing (bv weight)
100
90-100
20-55
0-10
0-5
0-0.6
011063034.2 SECTIONB.doc:6/7/2004 8-1 NC 50 FORCE MAIN

Stone bedding shall be spread in layers and shall be compacted in place to the proper grade to
provide a solid bed for the pipe or structures for the full width of the excavation.
8.03 Measurement and Payment
The quantity to be paid for under this Section shall be the volume of materials excavated in
accordance with the Engineer's directions as measured in place by the Engineer. No payment will
be made for excavation beyond the Maximum Trench Excavation Limits, as shown on the Drawings.
Any excavation not authorized by the Engineer will be at the Contractor's expense. Additional
excavation less than or equal to six (6) inches below the depths shown on the Drawings, including
allowance for required bedding materials, shall lie considered incidental to the work and no
additional payment will be made. If excavation is ordered to a depth greater than six (6) inches, then
the entire depth will be considered for payment.
The quantity of granular bedding and granular fill to be paid for under this Section shall be the
measured quantity in place within the limits shown, specified or ordered by the Engineer. The stone
bedding specified under other sections will not be included for payment under this Section.
No payment will be made for stone bedding when soil (dirt) excavation is carried deeper than the
required trench depths or outside the specified trench limits, except where the Contractor is ordered
by the Engineer to excavate beyond the specified depth and trench limits.
For completing the work specified under this Section, the Contractor shall be paid unit prices bid for
the respective Pay Items stipulated below:
Pay Item Description
8a Perform Additional Excavation
8b Furnish and Place Additional Compacted
Stone Bedding
***END OF SECTION***
Unit
CY
CY
011063034.2 SECTIONB.doc:6/7/2004 8-2 NC 50 FORCE MAIN

SECTION 9 -EROSION AND SEDIMENTATION CONTROLS
9.00 General
It is the intent of this Specification that the Contractor conduct the construction activities in such a
manner that erosion of disturbed areas and off site sedimentation be absolutely minimized.
All work under this Contract shall be done in conformance with and subject to the limitations of the
North Carolina Rules and Regulations for Erosion and Sedimentation Control as adopted by the
North Carolina Sedimentation Control Commission (15 NCAC, Chapter 4).
The following excerpts from the regulations are particularly important:
1) ...slopes left exposed will, within 15 working days of completion of any phase of
grading, be planted or otherwise provided with ground cover, devices, or structures
sufficient to restrain erosion...(Section 6b)
2) ...a ground cover sufficient to restrain erosion must be planted or otherwise provided
within 15 working days on that portion of the tract (disturbed area) upon which further
active construction is not being undertaken...(Section 6c)
Erosion and sedimentation controls applicable to this project shall include but not be limited to the
following items of work:
Temporary diversion ditches shall be constructed adjacent to disturbed areas as shown on
the Drawings to collect surface runoff from disturbed areas and direct the runoff to the
temporary sediment basins. All such temporary diversion ditches shall terminate with
temporary sediment basins as shown on the Drawings.
2. Erect silt fence at locations shown on the Drawings and at other locations directed by the
Engineer.
3. Provide temporary or permanent ground cover adequate to restrain erosion on erodible
slopes or other areas that will be left unworked for periods exceeding 30 calendar days.
4. The Contractor shall be responsible for developing suitable erosion control measures for all
off site waste and borrow areas to the satisfaction of the Engineer. The Contractor is also
advised that off site borrow areas more than one acre in size shall comply with all provisions
of N.C. Mining Act.
5. Construct 50 foot gravel buffers at entrances from public roads to all unpaved access roads
used by the Contractor. The Contractor shall maintain the gravel buffers for the Contract
duration or until final pavement, where applicable, has been constructed.
6. Provide other types of erosion and sedimentation control devices at the locations shown on
the Drawings, or as specified herein.
011063034.2 SECTION 9.doc:6/7/2004 9-1 NC 50 FORCE MAIN

9.01 Silt Fence
Silt fences shall be erected as shown on the Drawings and specified herein. The silt fences shall be
erected and maintained to the satisfaction of the Engineer until a vegetative ground cover has been
established. Proper maintenance shall include, but not be limited to, the periodic removal of trapped
sediments and replacement of the filter fabric should it deteriorate to a point that in the opinion of the
Engineer it will no longer provide an adequate runoff filter. Replacement of the filter fabric, if
required by the Engineer, will be at the Contractor's expense.
Posts: Posts for silt fence shall be steel and shall have the following properties:
ASTM Designation: ASTM 702
Length: 5-Feet Long (T-Type)
Weight: 1.25#/Foot (min.)
Area of Anchor Plate: 14 Sq. In.
Note: Five (T) Fasteners shall be furnished with each post.
Wire Fabric: Wire Fabric for the silt fence shall have the following properties:
Wire Fabric Designation:
ASTM Designation:
Width:
Number of Line Wires:
Stay Wire Spacing:
Line and Stay Wires:
Top and Bottom Wires:
Wire Coating:
832-12-10-12.5 Class 1
ASTM A116
32"
8
12"
12.5 Ga.
10 Ga.
ASTM Class 1 Zinc Coating
Filter Fabric: Filter Fabric for the silt fence shall have the following minimum properties:
Value Test Method
Weight 2.8 oz/ydz ASTM D3776
Grab Tensile Strength 110 Ibs ASTM D4632
Grab Elongation 15% ASTM D4632
Trapezoid Tear Strength 50 Ibs ASTM D4533
Mullen Burst Strength 270 Ibs ASTM D3786
Puncture Strength 60 Ibs ASTM D4833
Retained Strength
(500 hrs. accelerated
UV exposure) 80% ASTM D4355
Filtration Efficiency 75% VTM-51
011063034.2 SECTfON9.doc,6/7/2004 9-2 NC 50 FORCE MAIN

Flow Rate
Height
.30 gal/ft2/min VTM-51
36 inches
Filter fabric shall be a woven geotextile made specifically for sediment control. Filter fabric shall not
rot when buried and shall resist attack from soil chemicals, alkalies and acids in the PH range from 2
to 13, and shall resist damage due to prolonged ultraviolet exposure. Filter fabric shall be Type FX-
11, asmanufactured by Carthage Mills, Style GTF-180, as manufactured by LINQ Industrial Fabrics,
Amoco 2130 as manufactured by Amoco Fabrics & Fibers, Co., or equal.
After the completion of the project, the Contractor shall remove all silt fence in areas where a good
stand of grass has been established and erosion is no longer evident. Removal of the remainder of
the silt fence shall occur as other areas are established. Removal of silt fence shall be permitted
only with the prior approval of the Engineer.
The Engineer may direct the Contractor to erect and maintain silt fence at other locations not shown
on the Drawings. Payment for this work shall be at the Unit Price Bid for this item.
9.02 Synthetic Geotextile Filter Fabric
The filter fabric shall be a woven synthetic cloth such as Mirafi 700X as manufactured by Mirafi, Inc.,
or equal.
During all periods of shipment and storage, the fabric shall be wrapped in heavy-duty protective
covering which will protect the fabric from sunlight, mud, dust, dirt, and debris. The fabric shall not
be exposed to temperatures greater than 140°F. After the protective covering has been removed,
the fabric shall not be left uncovered under any circumstances for longer than three (3) days.
The filter fabric shall have the following mechanical properties:
Geotextile Construction Woven
Mass per Unit Area (Unit Weight), ASTM D52611 (oz/yd2) 5.6
Ultraviolet Resistance, (500 hrs.) 90
ASTM D4355, Average % Strength Retention
Grab Tensile Strength (Ibs.) 390~'~X250~2~
ASTM D4632 370X250
Grab Tensile Elongation(%) 20 MAX
ASTM D4632
Wide Width Tensile Strength, (Ibs./in.) N/A
ASTM D4595
Burst Strength, ASTM D3786, Diaphragm Method (psi) 480
Apparent Opening Size (AOS), (mm), ASTM D4751 0.21
Permittivity at 50 mm constant head (sec"'), ASTM D4491 N/A
Puncture Resistance, ASTM D4833 (Ib) 135
* MINIMUM AVERAGE ROLL VALUE (MARY)
Warp Direction
c2> Fill Direction
011063034.2 SECTION 9.doc:6/7/2004 9-3 NC 50 FORCE MAIN

Each roll of fabric will be visually inspected by the Engineer or his representative. The Engineer
reserves the right to sample and test at any time and reject, if necessary, any material based on
visual inspection or verification tests.
Filter fabric shall be installed in such a manner that all splice joints are provided with a minimum
overlap of 12-inches. Field splices of filter fabric shall be anchored with anchor pins to insure that
required overlap is maintained. At the time of installation, the fabric will be rejected if it has defects,
rips, holes, flaws, deteriorations, or damage incurred during manufacture, transportation, or storage.
Backfilling operations shall be done so as to prevent damage to the filter fabric. Damaged sections
of filter fabric shall be replaced at no cost to the Owner.
Installation of filter fabric shall be done in a manner so as not to rupture, tear, puncture, cut, or
abrade the materials. Where such damage occurs, it shall be required with a patch which extends
at least 18 inches beyond the edge of the damaged area. Filter fabric shall be protected by an
opaque, waterproof, and oil proof covering during transportation and storage. The fabric shall be
protected from exposure to sunlight. The maximum cumulative time of exposure to sunlight during
transportation, storage, handling, and installation shall not exceed 3 days.
9.03 Temporary Sediment Basins
Temporary sediment basins shall be constructed as shown on the Drawings and as specified herein.
The temporary sediment basins shall be constructed and maintained to the satisfaction of the
Engineer until a vegetative ground cover has been established. Proper maintenance will include,
but not be limited to, the periodic removal of trapped sediments. The cost of the temporary
sediment basins shall include the excavation, grading, diversion ditches, stone for erosion control,
washed stone, synthetic geotextile filter fabrics, etc. and all maintenance activities required.
The Engineer may direct the Contractor to erect and maintain temporary sediment basins at other
locations not shown on the Drawings. Payment for this work shall be at the Unit Price Bid for this
item. '
9.04 Stone Check Dams
Stone check dams shall be constructed as shown on the Drawings and as specified herein. The
stone check dams shall be constructed and maintained to the satisfaction of the Engineer until a
vegetative ground cover has been established. Proper maintenance will include, but not be limited
to, the periodic removal of trapped sediments. The cost of the stone check dams shall include the
excavation, grading, stone for erosion control or rip rap, washed stone, etc., and all maintenance
activities required.
The Engineer may direct the Contractor to erect and maintain stone check dams at other locations
not shown on the Drawings. Payment for this work shall be at the Unit Price Bid for this item.
9.05 Stone Filters
Stone filters shall be constructed as shown on the Drawings and as specified herein. The stone
filters shall be constructed and maintained to the satisfaction of the Engineer until a vegetative
ground cover has been established. Proper maintenance will include, but not be limited to, the
011063034.2 SECTION 9.doc:6/7/2004 9-4 NC 50 FORCE MAIN

periodic removal of trapped sediments. The cost of the stone filters shall include the excavation,
grading, washed stone, mesh hardware cloth, steel post, etc., and all maintenance activities
required.
The Engineer may direct the Contractor to erect and maintain stone filters at other locations not
shown on the Drawings. Payment for this work shall be at the Unit Price Bid for this item.
9.06 Rock Dams
Rock dams shall be constructed as shown on the Drawings and as specified herein. The rock dams
shall be constructed and maintained to the satisfaction of the Engineer until a vegetative ground
cover has been established. Proper maintenance will include, but not be limited to, the periodic
removal of trapped sediments. The cost of the rock check dams shall include the excavation,
grading, rock for erosion control or rip rap, washed stone, etc., and all maintenance activities
required.
The Engineer may direct the Contractor to erect and maintain rock dams at other locations not
shown on the Drawings. Payment for this work shall be at the Unit Price Bid for this item.
9.07 Rock Silt Check
Rock silt checks shall be constructed as shown on the Drawings and as specified herein. The rock
silt checks shall be constructed and maintained to the satisfaction of the Engineer until a vegetative
ground cover has been established. Proper maintenance will include, but not be limited to, the
periodic removal of trapped sediments. The cost of the rock silt check shall include the excavation,
grading, rock for erosion control or rip rap, washed stone, etc., and all maintenance activities
required.
The structural stone shall be placed in the stream below the construction site with approximately 2:1
side slopes, and shall be faced on the upstream side with sediment control stone approximately 12
inches thick. The dam structure shall have a 1.5 foot minimum height and a 3 foot maximum height
and shall not be higher than 1 foot above normal flow of the stream.
The Engineer may direct the Contractor to erect and maintain rock silt checks at other locations not
shown on the Drawings. Payment for this work shall be at the Unit Price Bid for this item.
9.08 Rip Rap
The Contractor shall place rip rap as shown on the Drawings. The stone for rip rap shall consist of
field stone or rough unhewn quarry stone. The stone shall be sound, tough, dense, and resistant to
the action of air and water. The rip rap shall be Class I as specified in the NCDOT Standard
Specifications. The stone shall vary in weight from 5 to 200 pounds. At least 30 percent of the total
weight of the rip rap shall be in individual pieces weighing a minimum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap shall be in individual pieces weighing less than 15
pounds each.
During placing, the stone shall be graded so that the smaller stones are uniformly distributed
throughout the mass. The Contractor may place the stone by mechanical methods, augmented by
hand placing where necessary or ordered by the Engineer. The placed rip rap shall form a properly
011063034.2_SECTfON9.doc:6l7/2004 9-5 NC 50 FORCE MAIN

graded, dense, neat layer of stone. The placed rip rap shall have a minimum depth of 18-inches
and shall have a laver of synthetic geotextile filter fabric as specified in Section 9.02 placed between
the soil and the stone.
The Engineer may direct the Contractor to place rip rap at other locations not shown on the
Drawings. Payment for this work shall be at the Unit Price Bid for this item.
9.09 Stone for Erosion Control
The Contractor shall place Stone for Erosion Control as shown on the Drawings, as specified herein
and as specified in Section 1042-2 of the NCDOT Standard Specifications. The Stone for Erosion
Control shall be Class (A) or Class (B), as shown on the Drawings.
Stone for Erosion Control shall be dumped and placed in such a manner that the larger rock
fragments are uniformly distributed throughout the rock mass and the smaller fragments fill the voids
between the larger fragments. Rearranging of individual stones by equipment or by hand shall only
be required to the extent necessary to secure the results specified above and to protect structures
from damage when rock material is placed against the structures. The placed stone shall be the
minimum thickness shown on the Drawings and shall have a layer of synthetic geotextile filterfabric
as specified in Section 9.02 placed between the soil and the stone.
The Engineer may direct the Contractor to place Stone for Erosion Control at other locations not
shown on the Drawings. Payment for this work shall be at the Unit Price Bid for this item.
9.10 Temporary Level Spreader
Temporary level spreaders shall be constructed as shown on the Drawings and as specified herein.
The temporary level spreaders shall be constructed and maintained to the satisfaction of the
Engineer until a vegetative ground cover has been established. Proper maintenance shall include,
but not be limited to, the periodic replacement of the synthetic lining. The cost of the temporary level
spreaders shall include the excavation, grading, diversion ditches, synthetic geotextile filter fabric,
etc., and all maintenance activities required.
The Engineer may direct the Contractor to furnish and install temporary level spreaders at other
locations not shown on the Drawings. Payment for this work shall be at the Unit Price Bid for this
item.
9.11 Temporary Stream Crossing
Temporary stream crossings shall be constructed as shown on the Drawings and as specified
herein. The temporary stream crossings shall be constructed and maintained to the satisfaction of
the Engineer until a vegetative ground cover has been established. Proper maintenance shall
include, but not be limited to, the periodic replacement of riprap. The cost of the temporary stream
crossing shall include the excavation, grading, Class A riprap, synthetic geotextile filter fabric, etc.,
and all maintenance activities required.
The Engineer may direct the Contractor to furnish and install temporary stream crossings at other
locations not shown on the Drawings. Payment for this work shall be at the Unit Price Bid for this
item.
011063034.2 SECTION 9.doc:6l7/2004 9-6 NC 50 FORCE MAIN

9.12 Other Work
In addition to the silt fences, temporary sediment basins, stone filters, etc., shown on the Drawings,
the Contractor shall provide adequate means to prevent any sediment from entering any storm
drains (curb inlet filter box), ditches, streams, or bodies of water downstream of any area disturbed
by construction. Excavation materials shall be placed upstream of any trench or other excavation to
prevent sedimentation of off-site areas. In areas where a natural buffer area exists between the
work area and the closest stream or water course, this area shall not be disturbed. All streets and
driveways shall be scraped and swept as necessary to prevent the accumulation of dirt and debris.
Work associated with this provision shall be considered incidental to the project and no specific
payment will be made.
9.13 Temporary Ground Cover
Provide temporary or permanent ground cover adequate to restrain erosion on erodible slopes or
other areas that will be left unworked for periods exceeding 15 calendar days. No specific payment
will be made for temporary ground cover. Cost associated with this provision shall be deemed as
included in the Lump Sum payment for Maintenance and Restoration of Unpaved Surface. _
9.14 Straw with Net Temporary Ditch Linin
The Contractor shall place straw with net temporary ditch lining in ditches as shown on the
Drawings. The blanket shall consist of clean wheat straw from agricultural crops made into a knitted
straw blanket that is machine assembled. The straw shall be evenly distributed throughout the
blanket. The blanket shall be covered with a photodegradable synthetic mesh attached to the straw
with degradable thread.
The Contractor shall place the straw with net temporary liner immediately after the ditch has been
properly graded and prepared, fertilized, and seeded. The netting shall be on top with the straw in
contact with the soil. The blanket shall be unrolled in the ditch in the direction of the flow of water.
The end of the upstream blanket shall overlap the buried end of the downstream blanket by a
minimum of 4 inches. The blanket shall be stapled as per manufacturer's specifications.
Straw with net shall be North American Green S150, Erosion Control Systems High Velocity Straw
Mat (net on one side); Contech Ero-Mat, or equal. Straw with net shall be capable of withstanding a
channel shear stress of 1.60 psf.
The Contractor shall immediately repair or replace any section of straw with net ditch lining which is
nonfunctioning properly or has been damaged in any way until a stable growth of grass has been
established.
The Engineer may direct the Contractor to place straw with net ditch liner at other locations not
shown on Drawings. Payment for this work shall be at the Unit Price Bid for this item.
011063034.2 SECTION9.doc:6/7/2004 9-7 NC 50 FORCE MAIN

9.15 Curled Wood Mat Temoorarv Ditch Linin
The Contractor shall place curled wood mat temporary ditch lining in ditches as shown on the
Drawings. The mat shall consist of machine-produced mat of curled wood excelsior or coconut
fibers with a majority of the fibers 6 inches or longer with consistent thickness and the fibers evenly
distributed over the entire area of the blanket. The top of the mat shall be covered with a
biodegradable synthetic mesh. The mesh shall be attached to the curled wood excelsior with
photodegradable synthetic yarn.
The Contractor shall place the curled wood mat temporary liner immediately after the ditch has been
properly graded and prepared, fertilized, and seeded. The mesh shall be on top with the wood
fibers in contact with the soil. The mat shall be unrolled in the ditch in the direction of the flow of
water. The end of the upstream blanket shall overlap the buried end of the downstream blanket by a
minimum of 4 inches. The mat shall be stapled as per manufacturer's specifications.
Curled wood mat shall be Erosion Control Systems Excelsior High Impact, North American Green
C125, Contech Excelsior Blanket, or equal. Curled wood mat shall be capable of withstanding a
channel shear stress of 2.0 psf.
The Contractor shall immediately repair or replace any section of mat which is not functioning
properly or has been damaged in any way until a stable growth of grass has been established.
The Engineer may direct the Contractor to place curled wood mat ditch liner at other locations not
shown on Drawings. Payment for this work shall be at the Unit Price Bid for this item.
9.16 Svnthetic Mat Permanent Ditch Linin
The Contractor shall place synthetic mat permanent ditch lining in ditches as shown on the
Drawings. The mat shall consist of entangled nylon, polypropylene or polyester monofilaments
mechanically joined at their intersections forming a three dimensional structure. The mat shall be
crush-resistant, pliable, water-permeable, and highly resistant to chemical and environmental
degradation.
The Contractor shall place the synthetic mat immediately after the ditch has been properly graded
and prepared, fertilized and seeded. The mat shall be unrolled in the direction of the flow of water.
The upstream end of each section shall be secured in an anchor trench at leasttwelve inches deep.
The upstream end of mat shall overlap the downstream section by a minimum of three feet, with the
upstream length on top. The mat shall be staked as per manufacturer's specifications.
Synthetic mat shall be Enkamat 7020, Synthetic Industries Landlock Erosion Mat TRM 1060,
Miramat 1800, or equal. Synthetic mat shall be capable of withstanding a channel shear stress of
5.8 psf.
The Contractor shall immediately repair or replace any section of mat which is not functioning
properly or has been damaged in any way until a stable growth of grass has been established.
The Engineer may direct the Contractor to place synthetic mat ditch liner at other locations not
shown on Drawings. Payment for this work shall be paid at the Unit Price Bid for this item.
011063034.2 SECTION9.doc:6l7/2004 9-8 NC 50 FORCE MAIN

9.17 Establishment of Erosion Control Devices
Due to the nature of the work required by this Contract, it is anticipated that the location and nature
of the erosion control devices will be adjusted on several occasions to reflect the current phase of
construction. Erosion control devices shall be established prior to or concurrent with the
clearing operations in a given area. Where such practice is not feasible, the erosion control
device(s) shall be established immediately following completion of the clearing operation.
The construction schedule adopted by the Contractor will impact the placement and need for
specific devices required for the control of erosion. The Contractor shall develop and implement
such additional techniques as maybe required to minimize erosion and off site sedimentation. The
location and extent of erosion control devices shall be revised at each phase of construction that
results in a change in either the quantity or direction of surface runoff from construction areas. All
deviations from the control provisions shown on the Drawings shall have the prior approval of the
Engineer.
9.18 Maintenance of Erosion Control Devices
The Contractor shall furnish the labor, materials and equipment required for routine maintenance of
all erosion control devices. Maintenance shall be scheduled as required for a particular device to
maintain the removal efficiency and intent of the device. Maintenance shall include but not be
limited to 1) the removal and satisfactory disposal of trapped sediments from basins or silt barriers
and 2) replacement of filter fabrics used for silt fences. Sediments removed from erosion control
devices shall be disposed of in locations that will not result in off site sedimentation as approved by
the Engineer.
9.19 Measurement and Payment
The quantity of erosion and sedimentation control devices to be included for payment under this
Section shall be the total unit quantity of each type erected or placed during the course of
construction. All other work required to control erosion and maintain devices shall be considered
incidental to the project and no specific payment will be made.
Rip Rap and Stone for Erosion Control not included in other pay items shall be paid for at the unit
price listed below when placed at the specific depth.
For completing the work specified under this Section and shown on the Drawings, the Contractor
shall be paid the Unit Prices Bid for the respective Pay Items stipulated below:
Pay Item Description
9a Erect and Maintain Silt Fence
9b Construct and Maintain Temporary Sediment Basin
9c Construct and Maintain Stone Check Dam
9d Construct and Maintain Stone Filter
9e Construct and Maintain Rock Silt Check
9f Furnish and Place Rip Rap
Unit
LF
EA
EA
EA
EA
TON
011063034.2 SECTION 9.doc:6/7/2004 9-9 NC 50 FORCE MAIN

Pay Item Description Unit
9g Furnish and Place Stone for Erosion Control TON
9h Furnish and Place Synthetic Geotextile Filter Fabric SY
9i Furnish and Place Straw with Net Temporary Ditch Lining SY
9j Furnish and Place Curled Wood Mat Temporary Ditch Lining SY
9k Furnish and Place Synthetic Permanent Ditch Lining SY
91 Furnish and Place Temporary Stream Crossing EA
***END OF SECTION***
011063034.2 SECTION 9.doc:6/7/2004 9-10 NC 50 FORCE MAIN

SECTION 10
BORED AND JACKED HIGHWAY AND RAILROAD CROSSINGS
10.00 General
The Contractor shall furnish all labor, equipment and materials and perform all operations in
connection with the complete installation of a bored and jacked casing, as specified herein and as
shown on the Drawings. The Contractor shall be responsible for the structural design of the casing
pipe and coordinating work in this Section with related work specified elsewhere in this Contract so
as to provide all hardware and accessories for a complete installation.
The highway/railroad crossing(s) shall comply with standards set forth in the "Policies and
Procedures for Accommodating Utilities on Highway Rights of Way" from the N.C. Department of
Transportation, Division of Highways (Latest Revision),"Standard Specifications for Pipelines
Conveying Flammable and Non-Flammable Substances" from the American Railway Engineering
Association, and the "Standard Specifications for Highway Bridges" from AASHTO (Latest
Revision).
All parts of the materials furnished shall be amply designed, manufactured and constructed for the
maximum stresses occurring during fabrication and erection. All materials shall be new and both
workmanship and materials shall; be of the very best quality, entirely suitable for the service to which
they will be subjected and shall conform to all applicable sections of these Specifications.
Manufacturer's designs shall accommodate all the requirements of these Specifications.
The Contractor shall be responsible for the structural design of the casing pipe. The Contractor
shall submit certification that the casing pipe has been designed to resist all loads implied and
reasonably anticipated plus other loadings stipulated in the N.C. Building Code in strict conformance
with Section 16 of the Standard Specifications for Highway Bridges adopted by AASHTO, latest
revision. THE CERTIFICATION SHALL ALSO STATE THAT THE DESIGN OF THE CASING PIPE
HAS BEEN PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF
NORTH CAROLINA.
10.01 Submittals
The Contractor shall submit Shop Drawings, Material Certification, design certifications and other
information as specified for all materials in this Section in accordance with Section 1, General. Shop
Drawings shall also include complete erection, installation, and adjustment instructions and
recommendations.
10.02 Manufacturers
The materials covered by these Specifications are intended to be standard materials of proven
reliability and as manufactured by reputable manufacturers having experience in the production of
such materials. The materials furnished shall be designed, constructed, and installed in accordance
with the best practices and methods.
011063034.2 SECTION10.doc.•6!7/2004 10-1 NC 50 FORCE MAIN

10.03 Casing Pipe
The casing pipe shall be smooth wall or spiral welded steel pipe with a minimum yield strength of
35,000 psi. The minimum pipe size and wall thickness shall be as indicated in the table below.
Actual thickness shall be determined and certified after design by the Contractor. All joints shall be
butt welded with a full depth, single "V"groove weld. The casing pipe shall conform to ASTM A139,
Grade B (without hydro-test) or ASTM A53, Grade B (without hydro-test). The outside of the casing
pipe shall be coated with one coat of zinc chromate primer (10 mils DFT min) conforming to Federal
Specifications and painted with a compatible black finish coat (12 mils DFT min). The carrier pipe
shall be Ductile Iron as specified in Section 4, unless otherwise noted herein.
Carrier Pipe Casing Pipe Wall
Size (Nom.) Size (Min. I.D.) Thickness (Min.)
16-Inches 30-Inches 0.500-Inches
24-Inches 36-Inches 0.500-Inches
30-Inches 42-Inches 0.625-Inches
36-Inches 48-Inches 0.625-Inches
42-Inches 54-Inches 0.750-Inches
48-Inches 66-Inches 0.750-Inches
54-Inches 72-Inches 0.750-Inches
10.04 Installation -General
The Contractor shall be responsible for the design, adequacy and methodology of the bored and
jacked casing pipe installation. The Contractor shall submit the proposed method of installation,
detailed layout information, methods to be implemented if unusual or adverse soil conditions (i.e.:
running sand, water, etc.) are encountered during installation, and design certifications, all sealed
and signed by a professional engineer registered in the State of North Carolina to the Engineer for
submittal to the N.C. Department of Transportation, Design Services Unit or the Norfolk-Southern
Corporation prior to starting work.
The recommended methods and details shown on the Drawings and specified herein, are intended
to indicate the minimum acceptable standard of quality required for the casing installation. Other
methods of installation, based on acceptable industry standards and techniques, may be acceptable
for the installation. Alternative methods proposed by the Contractor shall be submitted to the
Engineer for review and approval prior to beginning work. Under no conditions shall jetting or wet
boring of the casing/tunnel be allowed.
All excavations and pits shall be well sheeted and braced as necessary for safe and adequate
access for workmen, inspections, and materials and shall be of a size suitable to equipment and
material handling requirements.
All of the Contractor's plans, specifications and design computations for pit shoring shall be sealed
and signed by a Professional Engineer registered in the State of North Carolina.
All pits required for the installation of the casing/tunnel and located within NCDOT right-of-way shall
be completely isolated from the roadway traffic with precast concrete barriers installed in
accordance with the NCDOT Roadway Standard Drawings, Standard No. 150.02.
011063034.2 SECTION10.doc:6/7/2004 10-2 NC 50 FORCE MAIN

Boring and Jackin
Boring and jacking installations shall be jacked through dry bores slightly larger than the pipe bored
progressively ahead of the leading edge of the advancing pipe as spoil is mucked by the auger back
through the pipe. As the dry boring operation progresses, each new section of the casing pipe shall
be 360° butt-welded, using a full depth, single "V"groove weld, to the next section previously jacked
into place.
The boring equipment to be used for installing the jacked casing shall be of such size and capacity
to allow the boring to proceed in a safe and expeditious manner. The installation of the casing and
boring of the hole shall be done as rapidly as possible and shall be done simultaneously to avoid
voids, cave-ins or settlement and for safety of traffic above.
A special lubricant may be used to facilitate movement or lessen the danger of jacked pipe from
freezing.
If voids are encountered or occur outside the casing pipe, grout holes shall be installed in the top
section of the casing pipe at 10 foot (maximum) centers and the voids filled with 1:3 Portland
Cement to sand grout with sufficient water added to produce a flowable mixture and at sufficient
pressure to prevent settlement. The Contractor shall be prepared to bore through weathered or
partially weathered rock, if encountered, with a specialized bit. Costs associated with this
provision shall be deemed as included in the Unit Price Bid for each location and no additional
payment will be made.
In the event an obstruction is encountered during the boring and jacking operation, and the easing
pipe is at least 30-inches in diameter, the auger shall be withdrawn and the obstruction removed. If
a bolder is encountered and is removed by blasting or other approved method, the void shall be
filled with grout, as previously specified. No blasting shall be permitted until a detailed blasting plan
is submitted to and approved by the City of Raleigh, NCDOT, and the Engineer.
The methods and techniques used for blasting shall be as described and in strict accordance with
NCDOT "Policies and Procedures for Accommodating Utilities on Highway Rights-of-Way,"
Subsection on Tunnel Liners.
All shoring materials shall be removed in such a manner so as to avoid collapse and to allow proper
backfill. The backfill shall be placed in accordance with Section 4.
Casing Alignment
The Contractor shall check the vertical and horizontal alignment of the casing by survey instrument
at least once during each four feet of advance, or as directed by the Engineer.
Carrier Pipe Installation
For all casing installations the carrier pipe shall be installed with adequately designed and spaced
pipe alignment guides "spiders", secured, and bulkheaded as shown on the Drawings. The
proposed procedure to install the carrier pipe is to "bell-up" the pipe outside the casing and push the
carrier pipe through the casing. Restrained joint pipe shall be "extended" after installation in the
casing pipe.
Concrete brick and mortar bulkheads with air and water vent holes shall be constructed at the
terminal ends of the casing.
011063034.2 SECTION10.doc:6l7/2004 10-3 NC 50 FORCE MAIN

In addition, a Class B concrete cradle shall be provided from the. end of the casing bulkhead to the
first pipe joint outside the casing.
Surface Settlement Monitoring
Prior to the beginning of any casing excavation, a surface settlement monitoring grid system shall be
installed on the highway/railroad. This grid shall consist of PK nails installed along the tunnel
centerline at ten foot intervals. Additional lines of PK nails shall be installed ten feet each side of the
centerline. These points shall be initially read and the elevations recorded prior to the start of the
casing construction. If no visible settlement is occurring during casing excavations, these points
shall be read only at such times as the Contractor's surveyor is present to transfer the line and grade
into the casing. These points shall be checked and elevations recorded on a daily basis, until the
casing installation is completed.
Dewatering
The Contractor shall do all dewatering as required for the completion of the work. Procedures for
dewatering proposed by the Contractor shall be submitted to the Engineer for review prior to any
earthwork operations. All water removed by dewatering operations shall be disposed of in
accordance with the North Carolina Sedimentation Pollution Control Act.
The dewatering system shall be of sufficient size and capacity as required to control groundwateror
seepage to permit proper excavation and boring, operations. The system shall include a sump
system or other equipment, appurtenances and other related earthwork necessary for the required
control of water. The Contractor shall drawdown groundwater to at least the bottom of excavations
at all times in order to maintain a dry and undisturbed condition.
The Contractor shall control, by acceptable means, all water regardless of source. Water shall be
controlled and its disposal provided for. The entire periphery of the excavation areas shall be
ditched and diked to prevent waterfromentering the excavation where applicable. The Contractor
shall be fully responsible for disposal of the water and shall provide all necessary means at no
additional expense to the Owner. The Contractor shall be solely responsible for proper design,
installation, proper operation, maintenance, and any failure of any component of the system.
The Contractor shall be responsible for and shall repair without cost to the Owner, any damage to
work in place and the excavation, including damage to the bottom due to heave and including
removal of material and pumping out of the excavated area. The Contractor shall be responsible for
damages to any other area or structure caused by his failure to maintain and operate the dewatering
system proposed and installed by the Contractor.
The Contractor shall take all the steps that he considers necessary to familiarize himself with the
surface and subsurface site conditions, and shall obtain the data that is required to analyze the
water and soil environment at the site and to assure that the materials used for the dewatering
systems will not erode, deteriorate, or clog to the extent that the dewatering systems will not perform
properly during the period of dewatering. Copies of logs of borings and laboratory test results are
available to the Contractor. This data is furnished for information only, and it is expressly
understood that the Owner and Engineer will not be held responsible for any interpretations or
conclusions drawn therefrom by the Contractor.
Prior to the execution of the work, the Contractor, Owner and Engineer shall jointly survey the
condition of adjoining structures. Photographs and records shall be made of any prior settlement or
011063034.2 SECTION10.doC:6/7/2004 10-4 NC 50 FORCE MAIN

cracking of structures, pavements, and the like, that may become the subject of possible damage
claims.
10.05 Soecial Construction Requirements for NCDOT
The entire operation shall be subject to inspection by the Division of Highways' Resident Engineer or
Inspector on the project, and shall have full authority to stop work if, in his opinion, it shall cause any
damage to the roadway section or endanger traffic.
All material shall be subject to inspection by the Division of Highways.
The method of shoring the pits for tunneling operations shall be approved by the State Design
Services Engineer of the Division of Highways prior to any work beginning at the site.
The Owner, upon completion of the casing/tunnel liner installation, shall notify the Division Engineer
in writing by letter with a copy to the attention of the State Design Services Engineer, North Carolina
Department of Transportation, Division of Highways, Raleigh, North Carolina 27611, the Owner
should require in his Contract the same of the Contractor.
The Owner shall reimburse the Division of Highways for repair costs, should any settlement or
damage result to the roadway within a period of one (1) year after completion of the casing/tunneling
operations, the Owner should require in his contract the same of the Contractor.
The Contractor and any of his subcontractors performing work on the State right of way in
connection with tunneling operations shall furnish to the Department of Transportation to the
attention of the State Design Services Engineer, North Carolina Department of Transportation,
Division of Highways, Raleigh, North Carolina 27611, for his approval, a certificate of insurance, in
an original and one copy, in the minimum amounts of $500,000 Bodily Injury and
$250,000/$500,000 Property Damage as evidence of proper coverage before beginning anywork at
the site. The Certificate is to show that explosion, collapse and underground insurance coverage is
provided and is to make reference to the project, county and the Design Services Unit's file number.
The Certificate is also to be countersigned by an authorized North Carolina Resident Agent with the
name and address of the agent denoted thereon.
tt will be the responsibility of the Contractor and/or his subcontractor to furnish and keep in force the
insurance requirements for a period of one (1) year after completion and acceptance of the work by
the Owner and the Department of Transportation.
10.06 Special Construction Requirements for the Railroads
The Contractor and any of his subcontractors performing work in connection with casing/tunnel
installations shall furnish to each railroad company the following:
NORFOLK-SOUTHERN CORPORATION
1. General Liability Insurance -not less than $1,000,000 per occurrence.
2. Railroad Protective Liability Insurance -not less than $2,000,000 per occurrence and
$6,000,000 aggregate.
3. A Pollution Exclusion Amendment is required.
011063034.2 SECTION10.doc:sn/2004 10-5 NC 50 FORCE MAIN

4. Norfolk Southern Corporation, Three Commercial Place, Norfolk, VA 23510-2191, being
named as certificate holder.
5. If the Contractor is unable to obtain the Railroad Protective Liability Insurance you may
request to be included in the Norfolk Southern Corp. master policy. The fee for this service
is usually $350 per crossing.
It will be the responsibility of the Contractor and/or his subcontractor to furnish and keep in force the
insurance requirements for a period of one (1) year after completion and acceptance of the work by
the Owner and each railroad company.
A flagman will be required by each railroad company for this project. The Contractor shall pay the
costs for each flagman required for the duration of the work within the railroad Rights-of-Way. The
flagman cannot be provided by any other personnel other than an authorized employee of each
railroad. The daily cost for the flagman shall be estimated as follows:
1. Norfolk Southern Corporation: $250 per day based on an 8 hour day. Contact Glenn Mauer
[phone].
10.08 Measurement and Payment
Quantities included for payment under this Section shall be the total amount of work and materials
required for each bored and jacked crossing installed at the locations shown on the Drawings. The
Lump Sum cost at each location shall include the carrier pipe, casing pipe, pipe alignment guides,
vent pipe (if required), all excavations, dewatering, jacking, boring, brick bulkhead, concrete cradle
(as specified above) and sheeting as required for a complete installation.
All other work required to complete the bored and jacked crossing shall be considered as incidental
to the project and no specific payment will be made.
For completing the work specified under this Section, and as shown on the Drawings, the Contractor
shall be paid the Unit Price Bid for the Pay Item(s) stipulated below:
Pay Item
Description
Unit
10a Furnish and Install Bored and Jacked Highway Crossing @ FM LS
Sta. 50+00.
10a Furnish and Install Bored and Jacked Highway Crossing @ FM LS
Sta. 50+00.
10a Furnish and Install Bored and Jacked Highway Crossing @ FM LS
Sta. 50+00.
10a Furnish and Install Bored and Jacked Highway Crossing @ FM LS
Sta. 50+00.
10a Furnish and Install Bored and Jacked Highway Crossing @ FM LS
Sta. 50+00.
10a Furnish and Install Bored and Jacked Highway Crossing @ FM LS
Sta. 50+00.
011063034.2 SECTION10.doc:6/7/2004 10-6 NC 50 FORCE MAIN

10a
10a
10a
Furnish and Install Bored and Jacked Highway Crossing @ FM
Sta. 50+00.
Furnish and Install Bored and Jacked Highway Crossing @ FM
Sta. 50+00.
Furnish and Install Bored and Jacked Highway Crossing @ FM
Sta. 50+00.
***END OF SECTION**''
LS
LS
LS
011063034.2 SECTION10.doc:6/7/2004 10-7 NC 50 FORCE MAIN

NUMBER DATE GR. AMOUNT DISCOUNT. TpX €:ADD: CHRt3. NET AMOUNT:
HIGHWAY50PUMP 05/21/04 200.00 .00 .00 .00 200.00
S/401 ROUP
JUN ~ 8 2 U4

Z2`~~0
D~~3 QllAIITY 0170N