WQ0036673_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department ofEnvironment and Natural Resources
—
Division {fWater Resources
Water Quality Programs
p8< MCC82n/ Thomas A, Reeder
G0V8mo[ Director
jOhOE. SkVara.|/|
Secretary
August 21,20I3
Mr. Mike Rose, Town Administrator
Town ofHarrisburg
P.O.Box 108
Harrisburg, North Carolina
Subject, Permit No. WO0Q36673
Town ofHarrisburg
Bradford Park Pump Station Abandonment and Steeplechase Sewer Line
Wastewater Collection System Extension
Cabanus[ounhy
Dear Mr. Rose:
In accordance with yourapp|icat|on received on August 5` 2013, and additional information received on
August 16,2013, vveare forwarding herewith Permit No. WQ0]]0673' dated August Zl, 2Q13,tmthe
Town of Harrisburg for the construction and operation of the subject wastewater collection system
*xtension. This permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein. This cover letter and supplement shall be
considered a part of this permit and are therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
ConditionU.4:
Requires that the wastewater collection facilities he properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system -wide collection system
permit issued tothe Perrni11ee.
it shall be responsibility of the Town of Harrisburg to ensure that the as -constructed project meets the
appropriate design criterimand rules. Failure tncomply may result in penalties inaccordance with North
Carolina General Statute §143'215.6Athrnugh §143-215.6C, construction ofadditional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of written petition, conforming to Chapter 150B of North [anx|ima
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NCl7699-8714. Unless such demands are made, this permit shall befinal and binding.
?Awrpsvillp Reryona! Office
610EaSt Ave.��e 301.NC'78//5
pooneMrA}O03.1�4 ,,Fox, Samoe,
An Equal Dppoaum�i\�mallivaAc�nn8mplrye'

Town of Harrisburg;
`003CC3
u need additional I it formation concerning this marR please contact Ms
23 -22O4 or via e-mail at rnarcia.allocco{ ncdenr.gov.
Sincerely,
for Thomas A.. Reeder
Division of Water Resources
by IVlicha& L. Parker
ooresville Region Water Quality Programs Supervisor
cc: Ryan Hagar, P,E. W., Dickson & Co, Inc. (e=copy)
Mooresville Regional Office
Water Quality Central Files
PERC (e-,copy)
arcia Allocco at
704)

� "I
el A
NCD
STATE 8FNORTH [ARQUWA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OFENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
arnended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town ofHarrisburg
[aban'uoCounty
for the construction and operation of approximately 2,240 linear feet o[8inch gravity sewer as part of
the Bradford Park Pump Station Abandonment and Steeplechase Sewer Line project, and the discharge
of 0 gallons per day of collected domestic and commercial wastewater into the Water and Sewer
Authority of Cabarrus County (WASACC) existing sewerage system, pursuant tothe application received
August S, 2013, and additional information received on August 16, 3013' and in conformity with l5A
NCA[ 2T; the Division's Gravity Sewer Minimum Des/gm Criteria adapted February 12' 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump Stations and
Force Mains adopted June 1, JQAO as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resource; and considered a part of this
permit,
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein,
Permit issued th is the 2 Ist day of the August, 2013
for Thom a s A, Reed(
Division ufWater Resources
By Authority mfThe Environmental Management Commission
Permit Number: WQ0036673

SUPPLEMENT TO PERMIT COVER SHEET
Town of Harrisburg is hereby aUthorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the VVASA[C Wastewater
Treatment Facility (NPDE6 Permit No. N[O036269) prior to being discharged into the receiving stream,
Permitting of this project does not constitute an acceptance of any part of the project that does not
nneetI5A NCA[2T;the Division's Gravity Sewer Minimum Design Criteria adopted February 12' 1996as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June I, ZOOO as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Pcrmittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
|' SPECIAL CONDITIONS
1. This perrnitshaU become voidable unless the agreement between the Town of Harrisburg and the Water and
Sewer Authority of[aba/mS County for the collection and final treatment of wastewater is in full force and
1 Gravity sewers installed greater than ten percent below the minimum required slope per the Division's Gravity
Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until corrected. |fthere isan
unforeseen obstacle in the field where all viable solutions have been examined, a dope variance can be
requested from the Division with firm supporting ducumenxadun. This shall be done through a permit
modification with fee. Such variance requests will be evaluated on a case -by -case basis. Resolution of such
request shall be evident prior to completing and submitting the construction certification.
11. STANDARD CONDITIONS
1.
This permit shall not betransferable. Inthe event there badesire for the wastewater collection facilities to
change ownership, or there is a name change nfthe Pcrmitteo' a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved,
2. This permit shall becomevoidab|e unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; lSA N[A[ 2'� the Division's Gravity Sewer Minimum Design Criteria
adopted February 12' 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June l' 2000 as applicable; and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.

4. The wastewater collection facilities shall be properly maintained and operated at all bnne. The permittee
shall maintain cnmpHance with an individual systemwide collection system permit for the operation and
maintenance of' these facilities as required by I5A m[A[ 2T �0403 If an individual permit is not required, the
hnUovvin# performance criteria shall be met as provided in 15A N[4C 2T0409:
a. The sewer system shall bceffectively maintained and operated a¢aUtimestopreventdischargeua|andcr
surface waters, and to prevent anycoobavembon ofgroundwater standards or surface water standards.
bA map of the sewer system shall be developed and shall be actively maintained,
An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
cl, Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 366 days
per year), Pump stations that are connected to a telemetry system shall be inspected at least once per
week,
e. High -priority sewer lines shall be inspected at least once per every six months and inspections are
documented,
A general observation of the entire sewer system shall be conducted at least once per year,
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
I5A NCA[2B.85Q6(a)' and public notice shall be provided as required by North Carolina General Statute
§I43'215,1L
h. A Grease Control Program is in place ash»Uows-,
I, For public owned collection systems, the Grease Control Program shall include a, least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors' enforcement for violators and the legal means ,o control
grease entering the system from other public and private satellite sewer systems,
2, For privately owned collection systems, the Grease Control Program shall include at |ea#biannun|
distribution of grease education materials to users of the collection system by the pernnittre or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (Z) of this
Subparagraph ifnecessary to pnewentQ/ease'/e|a\ed sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permitoee shall *pn,/ by telephone to a Water Resources staff member at the Mooresville Regional
Qhhce' telephone number (704)663'1699' as soon as possible, but in no case more than 24 hours oronthe
next working day, following the Occurrence orfirst knowledge ofthe occurrence ofeither oithe following:

a Any process un�tfailure, due to known or unknown mosmn' that renders the tad|hy incapable of
adequate wastewater transport, such as mechanical orelectrical failures of pumps, line blockage or
breakage, etc.;or
b. Any3SO and/or spill over 1,000QnUons or
c Any \5Oarid/or spill, regardless ufvolume, that reaches surface ware/
Voice mail messages or faxed information is permissible, but this shall riot heconsidered asthe initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a xpU| report hycompleting and submitting Part | of Form C555O (or the most
Current Division approved fornn)within five days following first knowledge ofthe occurrence. This report must
outline the actions taken o/ proposed to be taken to ensure that the problem does not recur. Part U of Form
CI'S5O (or the most current Division approved form) can also be completed to show that the SSQ was beyond
controL
6� Construction ofthe gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities no, result in an overflow or bypass discharge of wastewater to the surface
waters ofthe State.
7, Per 15A N[A[ 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the oomp|eted Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. Acnmp|ete certification is one where the form is
fully executed and the supporting documents are p/uwded as applicable, Any wastewater flow made tributary
to the wastewater collection system ex(ension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the pemniuee to appropriate enforcement actions -
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the Supporting documents are provided as
applicable, Supporting documentation shall include the following:
o. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final nsn,d drawings should be dear on the plans or on
digital media (CD orDVDdisk) and are defined asthe design drawings that are marked up or annotated
with after construction information and show requ�red buffers separation distances, material changes,
etc.
b. One copy ofthe supporting pump station design calculations (selected Pumps, System cume operating
point' buoyancy calculations, available storage if portable generator(s) or storage �reater than longest
past three-year outage reliability option -sc|ected)for any pump stations permitted aspart ofthis project.
Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided' or in written summary form.

Prior toCertification (Final or Partial)-, Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases nf'l0% o/ greater, increased flow, pump station
design capacity design increases of 5%1 or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances /o the Minimum Design
basis d each its own merit. Please note that vahanos to the
Cri�eriawiUUereviemed on a�ue'��m»e a �an ea on
x8inimonn Design Criteria should be requested and approved during the permitting process prior to
construction, After -con stroction requests are discouraged bythe Division and may not heapproved, thus
requiring replacement or repair prior to certification &anivoJoo.
8A copy of the construction record drawings shall be maintained on We by the Permhtce for the life of' the
wastewater collection facilities.
9' Failure to abide by the conditions and hmbadwny contained in this permit; 15AmCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12' l996asapplicable; the Division's Minimum Design [htenpfor the
Fast -Track Permitting of Pump 5mdmn and Force Mains adopted June ]' 2000 as applicable; and other
supporting materials maysubject the Pe/nnitxee to an enforcement action by the Divis|on, in accordance with
North Carolina General Statutes gI43'215.6A through §143-215,6C' construction of additional or replacement
wastewater collection tadUhes' and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
IO. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Pernnittee shall take immediate corrective action' loduding those as may be required
by this Divb\on, such asthe construction of additional or replacement facilities.
lI The issuance of this permit shall not exempt the Permioep�om complying with any and all statutes' rules,' regulations,, o, ordinances that maybe imposed by other government agencies (local, gntc and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A N[A[ 2P .0200. erosion and
sedimentation control requirements in BA NCA[ [h. 4 and under the Division's General Permit m[GO10000,
o � wetlands 213,0200and l5A NCA[ lH D5U0.
and any,equ)rernent� pertaining/

CK ENGINEERING CERTIFICATION
F
�b�o: TownnfHarhsburQ Perm�No.VVQUO3GO73
ot-, Bradford Park Pump Station Abandonment and Steeplechase Sewer Line Issue Date: 8/21/13
Complete and submit this form tmthe permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should boclear om the plans or on digital media (CID or QVD
disk) inpdfformat. Record drawings should indicate the design and the marked up changes during construction.
* Supporting design calculations (selected pumpu, system ourve, operating point, available storage J portable
generu8or(o)prstorage greater than longest past three year outage reliability option selected) for any pump stations
permitted mopart pfthis project
w Changes to the project should be clearly identified nn the record drawings orinwritten summary form, Permit
modifications are required for any chanqee rmmu|dnp in non-compliance -with this permb, regulations or
minimum deo1qncriteria, Modifications should besnbmkft*dprior tocertification.
This project shall not be considered complete nor allowed tm operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore. it is highly recommendedthat, this certification
bmsent ina manner that provides prmoyofreceipt bythe D[vision.
PsmM|TTEE'S CERx|rvCxnom
|. _ . the undersigned agent for the Permbhao, hereby sh*ba that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Perrnittee, and the Pernnitteeie prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof, |
L.Printed Name, Title
ianature Date
ENGINEER'S CERTIFICATION
�l Partial Final
as a duly registered Professional Engineer in the State of North Cano|ina,
having been authorized to observe — periodically, [l vvnak|y. [l full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permh� 15ANCAC 02T� the Division's Gravity Sewer Minimum Design Criteria adopted February 12. 1896 as
applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
i Mains adopted June 1.2O0Qasapp|icab|e�and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TOTHE FOLLOWING ADDRESS
Water Quality Programs Regional Supervisor
Mooresville Regional Office
810E.Center Ave.,Suite 301
Mooresville, North Carolina 20115
The ParmiUee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater Mow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permitteetu appropriate
enforcement actions,

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
Town of Harrisburg, North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.
ib. Mike Rose — Town Administrator
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality El State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
d. PO Box 100 :1e. Harrisburg
Mailing Address
North Carolina
State
704-455-5614
Telephone
704-455-1206
Facsimile
Project (Facility) Information:
2a. Bradford Park Pump Station Abandonment and Steeplechase 2b. Cabarrus
City
28075
Zip Code
mrose@herrisbur nc.org
E-mail
Sewer Line
Contact Person:
3a. Ryan Hager, P.E., W.K. Dickson & Co,, Inc.
Name and Affiliation of Someone Who Can Answer Que
3b. 828-327-6911
Phone Number
Project is New ❑ Moditic !ion (af an existing permit)
Owner is Public (skip to (tem B(3))
2a. If private, applicant will be:
Privat
ns Abou
County Where Project is Located
[e-mail]
E-mail
codification, Permit No.:
go to Item 2(a))
If sold, facilities owned by a (must choose one
Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to item B(3))
❑ Selling units (lots, townhornes, etc. go to item B(2b))
• Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
Water and Sewer Authority of Cabarrus County (WSACC), North Carolina
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4Rocky River Regional WWTF 4b. NC0036269
Name of WWTF WWTF Permit No.
WSACC, NC 5b 36" Gravi ,.5c. WQ0033330 —
Owner of Downstream Sewer (Receiving Sewer Size j❑ Force Main 1 Permi
The origin of this wastewater is (check all that apply)_
Residential Subdivision
❑ Apartments/Condominiums
Mobile Horne Park
0 School
❑ Restaurant
0 Office
Retail (Stores, shopping centers
0 Institution
❑ Hospital
❑ Church
❑ Nursing Home
0 Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: a
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
©/4 Other (specify):
gallons per day
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No. Permit numbers are unknown. No additional flow will be created form
this project. See transmittal cover letter for expllination. WSACC curently recieves the existing wastewater and will
continue to receive the wastewater.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use;
; data in accordance with 15A NCAC 2T .0114 (f).
The proposed project consists of an 8" gravity sewer line that will enable the abandonment of two existing pump stations owned
by the Town of Harrisburg as well as installing an 8" gravity sewer line to serve customers in the Steeplechase subdivision
residing in Cabarrus County. The Steeplechase sewer line is a requirement of an agreement between the Town of
Harrisburg and Charlotte -Mecklenburg Utilities; The project will not result in the generation of additional wastewater, The
project will result in a new discharge location of the wastewater. Current wastewater ultimately discharges into the
WSACC sewer system. The proposed project alters the discharge location within WSACC sewer system.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 2,240 New Gravity
New Gravity or Additional
Force Main
11. Summary of Pump Stations Mr associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID self chosen - as shown on plans/map for
Design Flow i Power Reliability Option
Operational Point ,
(MGD) GPM TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
1Ju. Pump Station Location ID (self chosen - as shown on plans/map for reference)
_V
146 Design Flow , Power Reliability Option
(MGD) Operational Point
- permanent generator wfATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
CL
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) GPM TIM 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Lj Yes No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 3,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes D No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
1 Al2/07

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
Yes EJ No N/A
Yes El No El N/A
Yes J No N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T ,0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: LJ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Mike Hose, attest that this application for Bradford Park Pu Static) Abandonment and Stee lechase Sewer Line
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.66, any person who knowingly makes any false statement, representation, oil
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as w civ enalties up to $25,000 per violation,
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
PPLICATIONL THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
70 OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .0305
Date
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Ryan W. Hager, P.E. , attest that this application for Bradford Park Pump Station Abandonment and Steeplechase
Sewer Line has been reviewed by me and is accurate, complete and consistent with the information in the engineering
plans, calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best of
my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to
be consistent with the proposed design, Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
lay_an W. Hager
Professional Engineer Name
2b, W.K, Dickson & Co., Inc.
Engineering Firm
2c. 401 4`h Street SW, Ste. 201
Mailing Address
2d, Hickory Pe. NC l2f, 28602
City State Zip
2g, 828-327-6911 21-1, 828-327-9164 121.
Telephone Facsimile E-mail
eloorm,o•to
e NA CAR
.......
'VG t4
rwhagerawkdickson.com
44441IsrmstsliVh
NC PE Seal, Signature ate
FTA1 07

communOy infrastructure consultants
August 1, 2013
NCDENR / WQ Division
Mooresville Regional Office
Non -Discharge Permitting Unit
610 East Center Avenue Suite 301
Mooresville, North Carolina 281'15
RE: Bradford Park Pump Station Abandonment and Steeplechase Sewer Line
Fast Track Sewer Application
Harrisburg, North Carolina
WK Dickson #20120187.00.HI-I
Gentlemen:
We are submitting, on the behalf of the Town of Harrisburg, the Fast -Track Application for the
referenced project. Enclosed are two copies of the executed application form, color vicinity map,
Watershed Classification Attachment, calculations and application fee of $480.
The project involves new 8-inch gravity sewer lines serving the Bradford Park and Steeplechase
Subdivisions. The proposed sewer lines serving the Bradford Park Subdivision will allow the
abandonment.. of two existing sewer pump stations. The immediate downstream 36-inch gravity sewer
line is owned by the Water and Sewer Authority of Cabarrus County (WSACC). It is referred to as the
Reedy Creek Interceptor. Wastewater conveyed by the two existing pump stations currently
discharges to the existing WSACC 36-inch gravity sewer line. The proposed sewer line will only re-
direct wastewater flows to a different location on the existing Reedy Creek Interceptor.
The proposed sewer line serving the Steeplechase Subdivision, again, will only re -direct existing
wastewater flows. The Steeplechase Subdivision straddles the Mecklenburg/Cabarrus County line.
There are 48 existing homes that reside in Cabarrus County. The sewer system within the subdivision
was once owned and operated by, Utilities Inc, a private utility system. Charlotte -Mecklenburg
Utilities (CMU) purchased this system, and in turn, the Town of Harrisburg purchased the portion or
the sewer system in Cabarrus County from CMU. CMU installed a sewer line serving the entire
subdivision that abandoned an existing pump station and tied to WSACC's Reedy Creek Interceptor.
To meet contractual obligations, Harrisburg will install the proposed sewer line that only serves the
existing Steeplechase customers within Cabarrus County,
In both cases, the proposed sewer lines do not create additional wastewater flow, but rather re -direct
flow to a different discharge location. The current and proposed wastewater flows are ultimately
received by WSACC's Rocky River Regional WWTF, Therefore, the Flow Tracking/Acceptance Form
is not required.
5uite 201
Hickory, vl 28601
U8,31.,L7 69
Fak 828..34 6.9 64
3i.3A3,6„406(ii( si:46 orn
r***1*****.1 * Waler Roso*****s Urb**, Deveioprnewi * (Jeouhir***s

NCDENR/ WQ Division
August 1, 2013,
Page
A stream crossings pre -construction not
USACE and NCDENR is in process.
Please feel to contact us it you ha e any addi ion l due stlans.
Sincerely,
Dickson o,I nc.
Ryan 1. Hager, PE
Project Manager
Enclosures
cc Derek ocum, Harrisburg
cation
be equired for th is project. The sub tra `tt

Cabarrus/Mecklenburg
County Line
end
Frroposed Manholes
Proposed Sewer
5areams
ads
Existing Bradford Park Pump
Station No, 1 to be Abandoned
2) UT Reedy Creek
Existing Bradford Park Pump
(Station No. 2 to be Abandoned
Bradford Park Pump Station Abandonment
and Steeplechase Sewer Line
Town of Harrisburg, NC
August 2013

FORM WSCAS-03/2012
r WATERSHED CLASSIFI
FOR SEWER SYSTEMS
rrisb i
Mp
Town of Ha
t�rg, North Carol
na
ATION ATTACHMENT
Project Na
Bradford Park Pump Station Abandonment and
Steeplechase Sewer Line
Prof slonat Engin
Ryan W. Hager, P.B.
Location
ID
1 See
Map
2 See
Map
Engineering t lNaI t
W '.i. Dickson & Co.,, Inc.
Name of Waterbodyt
Reedy Creek from source to Rocky
River
County
Cabarrus
River
Basin
Yadkin -Pee
Dee
Waterbody Stream
Index No.
13-17-8
Waterbody
Classification
3 See
Map
4 See
Map
UT to Reedy Creek from source to
Rocky River
Reedy Creek from source to Rocky
River
UT to Reedy Creek from source to
Rocky River
Cabarrus
Cabarrus
Yadkin -Pee
Dee
Yadkin -Pee
Dee
Cabarrus Yadkin -Pee
Dee
13-17-8
13-17-8
13-17-8
unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary loins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
*** E
PE Seal, Signature and Date
OF FORM WSCAS-0300
2 ***
C
C
FORM: WSCAS-03/201 2
Page 1.r

SEVVE INF CALCULATIONS
Bradford Park Pump Station Abandonment and
Steeplechase Sewer Line
For the
TO N OF HARRISBURG, CABARRUS COUNTY
NORTH CAROLINA
Prepared By:
W, . Dickson kson o , Inc.
401 > Ih Street, SW, Suite 201
Hickory, North Carolina 28602
828-327-6911
NC License a F-0374
2013
I D Project Number : 01 0187.00111d

WK
DICKSON
community infrastructure consultants
Project: Bradford Park PS Aband. And Steeplechase Sewer Line
Owner: Town of Harrisburg, NC
Sewer Flow Calculations
Problem:
W.K. DICKSON & CO., INC
Community Infrastructure Consultants
401 4th Street SW, Suite 201
Hickory, North Carolina 28602
NC License No. F-0374
WKD No: 20120187.00.HI
Date: 05/01/13
1) Determine the existing flow recieved by Bradford Park PS 1 and PS 2 using pump runtime records from March 2010 to
March 2011. PS 2 receives flow from P5 1. Therefore, for the purposes of sewer line capapacity evaluations, only the
records from PS were used.
2) Determine the existing flow that will be recieved by the Steeplechase sewe line.
3) Determine the capacity of an 8" sewer line flowing half full at minimum grade (0.4%) is greater than the exisitng flow
Solution;
1) Bradford Park Flow:
According to a report titled: Reedy/McKee Creeks Interceptor, Mecklenburg County/Cabarrus County
Annexation Support -Private Subdivision System Acquistions; Prepared for Charlotte -Mecklenburg tJtilites;
Dated February .2011; there are 167 existing customers served by P5 2 and ultimatley the proposed
sewer line.
A) Number of Customers:
Avg. Number of Bedrooms:
Flow per Bedroom:
(15A NCAC 02T .0114)
Average Daily Flow:
B) Bradford Park PS 2 Design Pumping
Capacity:
Avg. Runtime per Day:
Max. Runtime per Day:
Average Daily Flow:
Max Daily Flow:
167 homes
4 bedroom/home
120 gpd/bedroom
80,160
gpd
352 gpm
0.27 hrs/day
10.62 hrs/day
5,702
224,294
gpd
gpd
2

Steeplechase
According to a report titled. Reedy/McKee Creeks Interceptor, i'wtecklenbur runty/ abarrus County
Annexation Support -Private Subdivision System Acguist ons; Prepared k r Charlotte -Mecklenburg Uitilttes;
Dated February 201 1; there are 60 existing Cabarrus County customers that will be server] by the proposed
sewer line,
Number of Customers::
Avg. Number of Bedrooms
Flow per Bedroom:
(15A NCAC 02T .0114)
Average daily Flow
3) 8" Sewer 1Ine Capacity:
Manning's Equation (Gravity)
SOP (ftltt)
H ]height of liquid) --
dial
n--
Rh — 0.21021
0— 180 Degrees
3.1415 Rad
60 homes
3 bedroom/home
120 pd/bedroom
21 600
A- 0.22124 sqft
P (wetted) - 1.05243 ft
ti VA
0.56546566 cft/sec
Q 4.715 8357 galisec
Q- 282.5014 gal/min
Q— 407,461 galiday
Conclusion:
gpd
Because the proposed suer lines, f Ing half full, have a greater capacity than the average daily
flow from Bradford Park and Steeplechase:

CKSC)N
commUnitV infrastructure consultants
W.K. DICKSON & CO., INC
Community Infrastructure Consultants
401 4th Street SW, Suite 201
Hickory, North Carolina 28602
NC License o, F-0374
Project: Bradford Park PS Aband. and Steeplechase Sewer Line WKD No: 20120187,00.H1
Owner: Town of Harrisburg, NC Date: 05/01/13
Buoyancy Resis an
ASSUMPTIONS:
Unit Weight of Saturated Sod [g„,1 —
Unit Weight of Concrete [g,,J
Unit Weight of Water [gwi —
Base Dia. [BD] —
Depth to Groundwater IDI
or S d. 5' Diameter Manhole
KNOWN:
Inside Diameter of Structure (ft) = iD
Outside Diarneter of Structure (ft.) — OD
Depth of Structure (ft) — D
Minimum Base Slab Thickness (in) = T
Minimum Top Slab 'Thickness (in)
Average Invert Thickness (in) — T,
Base Slab Area (ft2) - A
Displacement. Volume, Manhole (63) — V„,,,
Displacement Volume, Base Slab (ft3)
Buoyant Force = B
Effective Weight of Soil Over Slab Extension — S
Structure Weight, Walls — W,„,
Structure Weight, Invert = W,
Structure Weight, Top Slab — Ks
Structure 'Weight, Base Slab — Wbs
Structure Weight, Total — W
TABLE OF CALCULATIONS:
A W. Wi VVrts Wbs
(Ibs)
28,3 15551 9 0 2,12 18,65
L
FORMULA
• p(BD)212
p(OD/2)2(D-D,w)
• A(171 2)
- (VVJg
s.,
• (g„rg,)(A-p(OD/2) )D
• (p(OD72)2-p(hD/2)21D,,,„
— pOD12)2Tig,,,,„;
- OOD/2)2(T,112)gf,
—
• W„ + +
Vw Vbs
3 IS W + S > ? Safttj 'Factor
YES
254,5 14.1
CONCLUSION:
6,761
The standard 5" diameter concrete manhole will resist buoyancy forces without rnodificatio
4

Aliocco, Marcia
From: Bach, Thomas <TBach@WSACCorg>
Sent: Friday, August 16, 2013 337 PM
To: Allocco, Marcia
Cc: Ryan Hager; Jordan Isenhour; Derek Slocum (dslocurn@harrisburgriporg); Tom Polito
(tpolito@harrisburgncorg); Kiser, Tim; Lomax, Mark; Lyles, Wayne
Subject: RE: Harrisburg - Bradford Park and Steeplechase Sewer Lines
Attachments: 2009 Hood Road South Annexation Flow Accept„pdf; Cabarrus Woods WWTP
Elimination Flow Acceptiodf
Hi Marcia,
it was good catching up with you today and thank you for sharing all the background information on the recent changes
with the NCDENR in regards to sewer flow acceptance. As we discussed, here are the flow acceptance letter packages
for the following projects:
1. 2009 Hood Road South Annexation Project — Included Steeplechase Subdivision in Cabarrus County
2, Cabarrus Woods WWTP Elimination Sewer Trunk — Included Bradford Park Subdivision in Cabarrus County
I have included the Cabarrus Woods Sewer System Information Summary with both of these packages that CIVIL) staff
put together that show both Steeplechase Subdivision (52 connections) and Bradford Park (236 connections) were part
of these two projects, Please let me know if you need any other information concerning this subject. In addition, I will
let you know what Michael Leggett says about having to complete the NCDENR Change of Ownership Form; I left him a
voice mail message this afternoon, Thanksl
Tom
Thomas A. Bach, P.E.
Utility Systems Engineer
Water & Sewer Authority of Cabarrus County
P.O. Box 428
Concord, NC 28026
Telephone: [phone], Ext, 228
Fax: [phone]
E-Mail: [e-mail]
"Pursuant to the Freedom of Information -Privacy Acts (FOIPA) and North Carolina General Statutes Chapter 132, Public
Records, this electronic marl message and any attachments hereto, as well as any electronic mail message(s) sent in
response to it may be considered public record and as such subject to request and review by anyone at any time."
From: Allocco, Marcia imailto:marcia.allocco4ncdenr.govj
Sent: Wednesday, August 14, 2013 10:08 AM
To: Ryan Hager
Cc: Bach, Thomas; Jordan Isenhour; Derek Slocum (dslocurn ha isburg_nc.orq)
Subject: RE: Harrisburg - Bradford Park and Steeplechase Sewer Lines
Ryan,
If WASACC owns and operates the system/lines noted in W00033330 then well need a completed name/ownership
change form, The Division has that system owned/operated by CMUD; hence my voicemail from last week„ I have

attached the required form; no need to change the application you submitted if I know the ownership change form is
coming.
If you have any questions regarding completion of the form please contact lqiichael Leggett of our Central Office as they
recently updated form.
Thanks for your assistance,
Marcia
From: Ryan Hager [mailto:rwhaggr(diwkdicksoncom]
Sent: Monday, August 12, 2013 856 AM
To: Aliocco, Marcia
Cc: Bach, Thomas (TBachOWSACC,org); Jordan Isenhour; Derek Slocum (dslocum@harrishurghc,org)
Subject: Harrisburg - Bradford Park and Steeplechase Sewer Lines
Marcia,
received your voice mail late last week. 1 understand that you will be out of the office today and tomorrow, In regards
to your comments about the aforementioned project permit submittal, We will coordinate the Flow
Tracking/Acceptance Form with WSACC, In regards to the permit number WQ0033330; according to WSACC the
downstream sewer line was permitted by CMU. This particular permit was in CMUFs name since they were responsible
for the planning, design and construction administration phases of the Reedy/McKee Creek Interceptor
projects, However, WSACC does own, operate and maintain all the existing sewer infrastructure twithin the project limits
of the Reedy/McKee Creek Interceptor project,
If you have any questions regarding the permit number please contact Tom Bach with WSACC. He has been copied to
this message and Ms phone number is 704-786-1783 ext 228.
Thanks,
Project ..M'atioger
PV.K. .Dtellese.qt& Coe .•
401 .4the5teoo, Sitite 201.
Itigkelyt:NCle2,8602
(828t3,27P6911
1 828).32"749164
• • •:wwwwkdickson.corn

WATER BARRUS COUN RYTY
March 22, 2012
Mr. Deiuiis Gwaltney, P.E.
Senior Project Manager — Capital Projects
Charlotte -Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Subject: Flow Acceptance Request
Sanitary Sewer to Serve 2009 Hood Road South Annexation
CMU Job Number 817-08-599
Dear Mr. Gwaltney:
This is an approval for flow acceptance received by the Water and Sewer Authority of Cabarrus
County (WSACC) for Charlotte Mecklenburg Utilities (CMU) on March 22, 2012. WSACC has
or will have capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate
sewer interceptors to transport and treat the domestic wastewater from the proposed 2009 Hood
Road South Annexation project. The project will include receiving wastewater from various
private pump stations within Mecklenburg County that were previously flowing into the Cabarrus
Woods Wastewater Treatment Plant located off of Plaza Road Extension. This particular
wastewater treatment plant was abandoned as a result of the completion of the 12-inch Crozier
Branch Interceptor (note: this was part of the Upper Reedy Creek Interceptor project). WSACC
agrees to accept 292,600 gpd of wastewater from this project,
Please note that if construction of this project is not started within two (2) years of the date of
this approval, the approval is rescinded and a second request and approval will be required.
Please notify WSACC in writing when construction of this project is initiated.
If you have any questions, please call me at [phone].
Sincerely,
Thomas A. Bach, P.E.
Utility Systems Engineer
cc: Barry Shearin, l .k
Coleman Keeter
Mark Lomax
Chad VonCannon

March 22, 2012
Mr, Thomas Bach
Utility System Engineer
Water and Sewer Authority of Cabarrus County
PO Box 428
Concord, NC 28026-0428
Subject: SEWER FLOW ACCEPTANCE
2009 HOOD ROAD SOUTH ANNEXATION
MECKLENBURG COUNTY
CHARLOTTE-MECKLENBURG UTILITIES JOB NUMBER 817-08-599
Dear Mr, Bach:
Attached, pleased find the WSACC 'Wastewater Flow Acceptance Form" for flow from the sanitary sewer
improvements installed to serve the 2009 Hood Road South Annexation Area in eastern Mecklenburg
County. The Hood Road South Annexation project consists of various sanitary sewer trunks that were
constructed to low points in existing public streets; this project also included the elimination of the
Cabarrus Woods Wastewater Treatment Plant, which received wastewater flow from various Carolina
Water Services (CWS) wastewater pumping stations located in Mecklenburg County. The Charlotte
Mecklenburg Utility Department (CMUD) on January 31, 2012 acquired the Carolina Water Services
Cabarrushioods VI/stewater Treatment Plant, which is currently deactivated and sewer gravity flows to
Reedy Creek Outfall in Mecklenburg County and into the Upper Reedy Creek Interceptor in Cabarrus
County The Cabarrus Wood WWTP received wastewater flow from the following subdivisions in
IVlecklenburg County:
ReedvCreek Drainaq Rain In Mecklenburg County:
Brookstead JCabridge - Gravity sewer flowed to Brookstead Pump Station„ the Brookstead PS
has been abandoned and now sanitary sewer flows by gravity directly into the Reedy Creek
Outfall,
Brookstead Meadows - Gravity sewer flowed to Brookstead Pump Station, the Brookstead PS
has been abandoned and now sanitary sewer flows by gravity directly into the Reedy Creek
Outfall
Cambridge Commons h- Gravity sewer flowed to Brookstead Pump Station, the Brookstead PS
has been abandoned and now sanitary sewer flows by gravity directly into the Reedy Creek
Outfall.
BrawleyFarms Ph. I & Ph, ll Gravity sewer flowed to Crossley Pump Station, the Crossley PS
has been abandoned and now sanitary sewer flows by gravity directly into the Reedy Creek
Outfall.
Bristol Farm Ph, lI - Bristol Farms Pump Station to remain in service and sanitary sewer will
continue to be pumped to the Cambridge subdivision collection system where it flows by gravity
into the Reedy Creek Outfall,
Crossley Village PhW lH Gravity sewer flowed to Crossley Pump Station, the Crossley PS has
been abandoned and now sanitary sewer flows by gravity directly into the Reedy Creek Out`all.
Lanier Village Ph IV - Infrastructure installed, but nor accepted by Carolina Water Service. No
houses exist, Future sanitary sewer flow will need to be permitted through CMU / WSACC normal
CHAR ©l' E-IvtECKLENBURG UTILITIES www.cmutilities.com
ustomer Service [7ivisicr •New Services. Section 5100 Brookshire Boulevard
Charlotte, NC 28216
Ph, 704/399,-2221
Fax: [phone]

Pale 2
subdivision process.
Steeplechase in Mecklenburg - Gravity sewer flowed to the Steeplechase Pump Station in
Mecklenburg County and was pumped to Brookstead PS, the Steeplechase PS has been
abandoned and now sanitary sewer ficetis by gravity directly into the Reedy Creek Outfall,
McKee Creek Drainage Basin In Mecklenburg County (Previously Permitted t the McKee Creek
Outlet! (Job Number 146-99-756):
The following pump stations, which are located within the McKee Creek Drainage Basin, currently pumps
to the Cambridge subdivision collection system, which flows by gravity to the Brookstead pump station,
The Brookstead pump station has been abandoned and now the sanitary sewer flows by gravity directly
into the Reedy Creek (Malt.
Turtle RoclePurrip Station - Currently pumps to Cambridge Sudivision collection systern, where
sanitary sewer flows by gravity directly into the Reedy Creek Outfall The Turtle Rock PS will be
abandoned and sanitary sewer flows win go directly into the McKee Creek Wall The McKee
Creek Outfall is currently under construction by BRS with a scheduled completion date of
December 26, 2012.
Avensonq Pump Station - Currently pumps to Cambridge Sudivision collection system, where
sanitary sewer flows by gravity directly into the Reedy Creek Outfall. The Avensong PS will be
abandoned and sanitary sewer flows wfll go directly into the McKee Creek Oufall, The McKee
Creek Outfall is currently under construction by BRS with a scheduled completion date of
December 26, 2012,
Stewart's Crossing Pump Station - Currently pumps to Cambridge Sudivision collection system,
where sanitary sewer flows by gravity directly into the Reedy Creek Outfall. The Stewart's
Crossing PS will be abandoned and sanitary sewer flows will go directly into the McKee Creek
Wall, The McKee Creek Outfall is cun-ently under construction by BRS with a scheduled
completion date of December 26, 2012.
These three subdivision flows were permitted through WSACC with the flow Acceptance for the McKee Creek
Outfall in Mecklenburg County that is currently under construction,
The sewer from this project will be conveyed through the existing CMUD and WSACC wastewater
facilities to the Rocky River Wastewater Treatment Plant NPDES permit number NC0036269, located In
Cabarrus County, for treatment. If acceptable, please provide CMUD with a flow acceptance letter.
Should you have any questions or require additional information, please do not hesitate to contact me at
(704) 391-506a
in&e1y,
Dennis D Gwaltney, PE
Senior Prcject Manager
Capital Projects
Enclosures
CHARLOTTENECKLENf31.1
Customer Service Division • New Servic
www,cmotilittes.com
5WO Brookshire Boulevard
Charlotte, NO 28216
Ph: 704099-2221
Fax:. [phone]

Flow Tr
kin
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Acceptance for Sewer Extension Permit Applications
(FTSE -10/07)
(WSACC USE ONLY) 2009 Hood Road South Annexation Project
Section L Name of wastewater treatment .facility (WWTF) receiving wastewater:
El Rocky River Wastewater Treatment Facility - Permit 'No: NC0036269
fl
Muddy Creek Wastewater Treatment Facility - Permit No: NC0081621
WWTP facility's permitted flow, MGD
Estimated obligated flow not t tributary to the WWTP, MGD
WWTP facility's actual avg, daily flow, MGD
Total flow for this seci(ic re ilest, MGD
Total actual and obligated flows to the facility,MGD
Percentoferniittedflow used
26,500
0.869
14.620 (55.17% of Rennin)
0,29
15,782
59.55%
Section 1T Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(For each existing pump station to be impacted by this proposed sewer extension project, list each pump
station name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) for each pump station, [nelude the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary)
Pump Station Name:
Reedy Creek PS
ower Rocky River IPS
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
16 500 0 760
37,000 '7.730
Section 111. WSACC CertifcacionCertification Statement:
Thomas A. Bach. certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route front the
connection to the interceptor to the receiving wastewater treatment facility and that the flow from this
project is not anticipated to cause any capacity related sanitary sewer overflow's or overburden any
downstream pump station en route to the receiving treatment plant. This analysis has been preformed in
accordance with local established policies and procedures using the best available data. This certification
applies to those items listed above in Section I and Section 11 for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
waewater flo
VVSA CC's Signing Ofticial Signature'
Ro-ision Dale: 0'2/03104

Department o
State of Nurtb Carolina
viron.rttent attd Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(F Si--10/07)
Jurisdiction Requesting Flow Acceptance fur Collection System
QCity of Concord
©city of Kaanapolis
DTown of Harrisburg
Drawn of Mt. Pleasant
MCharlotte Mecklenburg Utilities
Project Name, Description, and Number of oYsTiinit:
Name: OG UHood Road South. Atinsirati n .w °aa'ect u 7 8522
Description: Jhe Hood Road South Annexation project consists of various sanitary suer trunks that were
constructed to low points in existing public streets, the project also included the elimination of the Cabam'ts Woods
Wastewater Treatment Plant, which received wastewater from various Carolinas Water Services wastewater purnpitrl
station in Mecklenburg County The Charlotte Mecklenburg Department (ClvtUD) co January 31, 2012
ncnnrh d the Carolina Water Services (CWS) Cabuus Woods Wastewater Treatment Plant and various sanitary
yr iar st to np vburg Conan, al l of which, except for the Bristol Fartns PS, have been
deactiva ed and sanitary sewer iows by gravity via the Crozier Branch, Reedy Creek Outfalk to the Upper Reedy
ceptor un Cabarras County,
r hat is tins quantity of now that will be discharged? APB. 292,609 ,GPP
Flow type:
El Domestic 98 % [ Commercial 2_ %0
Section i - List the Jurisdiction's putnp stations located between the project connect iotn polar and
the WSACC Interceptor connection point, (For each existing pump station to he impacted by this
proposed sewer extension project, Gat each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each pump station. Include the
proposed flow f©r this project and other flows that have been approved for the pump station but are not yet
tributary.)
App
Station Name:
Barry D Shear i
NVs e rater to be permitted in t
eptor and that the flown 'fion
sewer overflows or overburden any ddownstr°sans pump slattern
itttrcelfrar- This analysis has been preformed in accordance with local established policies and
procedures using the best available data. This certification applies to those iterns listed above in Section f
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity,
Signature of this forms indicates acceptance of this wastewater flow.
Design')
,rApprcx_ Current Avg.
Daily Flow, MGD
117,11747177
to'the best of in knowledge, tme of
s bccn evaluated along the route to the receiving WSACC
d to canse any capacity related sanitary
en n°:�trte to rhos receivin WSACC

Steeplechase in Cabarrus
t3ritley
sub -total
I65
Cabarrus Woods Sewer System Information Summary
Cabarrus WoodsNictoria Park/Bradford Park,' Brookstead/Calmbridge/Avensangl Stewarts Crossing/Brewley Farms 1-4
Current Conn
Connectio
s
Notes anct Flow Path of Wastewater Previously and
County Currently
Cabarrus OWoads 2 3 2 Cabarrus
Victoria Park era Cabarrus
Bradford Park 236 .240 Cabarrus
Brocrkdale (all SFE's) 33 322 Cabarrus
Cabaarrus.
64 64 Cabarrus
812 l„ 105 Cabarrus
Br( bridge 742 769 Mecklenburg
Brookstead Meadows
Ctnford Commons
Turtle Reck
Avertsong
Stewart's Cro;sig
[ rawley ;Farms (ph. 1 xnd 4)
Bristol Farms (phase 2)
?'. 29 Mecklenburg
:50 50 Mecklenburg
388 388 Mecklenburg
163 1,63 Mecklenburg
156 156 Mecklenburg
236 590 Mecklenburg
64 h Mecklenburg
Cravi'ty° flowed to Cabarru=
to Crozier Br
"P now gravi
ity flowed t too h two PSs in Britley ana
pumped to Steeplechase collectitt system and then to the
Steeplechase PS where it was pumped to the Brookstead PS.
y Fl
Cabarrus
Pumps to Cantbri
directly to McKee
d then Pumped to
flows directly tc
ubdivision.ollectiort, will �av
lr when project is complete.
V,stertc..cp„,.141419tys::
avity flows to Bristol Farms PS (tc r rrtain) then pttrrtped to
Cambridge subdivision collect
system.
Revise

Cabarrus Woods Sewer System nformation Summary
Cabarrus Woods/Victoria Park/Bradford Park/ Brooksteadlcanbri ge!'Avensongi Stewarts Crossing/Brawiey Farms 1-4
Crossley Village
I lo)burg
sub -total
35 Mecklet bttr,
102
1,965 2,247
2,777 3,352
r0 vi Uaul Flow st t°aI at its o ds
wyri, in 2011 (lpd) 434;000
156
Tc7LdNumber ofta% Irt.i nll nburt; 2 .17
Mimes lots presiorusly°perm
Ar nsong. Sto.wart",
Cro ing and `l"aErtl Rod,.
I+CUtaming 1 ns eta Isd ckienbu:l, to t10
pL0"1ti11.c`.r1 1.0 gravity flow to lt2cdy
Crei k
Times 190pdJlct,dverilw,.
"Toil) permitted flow to be saint. to
"ACC from M yki rnbur°g
707
102
astructure in bupt i by C
and subdivision bankrupt. Will have to be permitted through
eckknburg 1e 'I i 'WSACC normal subdivsion.,process.
Revised 3/22/2012

WATER & SEWER AUTHORITY
OF CABARRI)S COUNTY
April 30, 2012
The Honorable Tim Hagler, Mayor
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
Subject; Flow Acceptance Request - Town of Harrisburg
Cabarrus Woods WWTP Elimination Sewer Trunk
Dear Mayor Hagler:
Officn, 232 Davidson Hsin,r,
Concord, NC 28027
Ma t07,1.70, 'Box .428
Coilcud N&1781026707428
Phooc 7014,788,178 I
, fioo 704 795,1584
This is an approval of flow acceptance that was received by the Water and Sewer Authority of Cabarrus County
(WSACC) for the Town of Harrisburg on April 25, 2012, WSACC has or will have capacity at the Rocky River
Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the domestic
wastewater from the completed Cabarrus Woods WWTP Elimination Sewer Think project located on the
southwest portion of the existing plant property, and extending from the existing 12-inch Crozier Branch
Interceptor to an existing receiving manhole located at the intersection of Starwood Drive and White Pine Road
within Cabarrus Woods Subdivision.
The wastewater generated by this project will be conveyed through the Town of Harrisburg's existing 10-inch and.
8-inch gravity system, and then enter WSACC's system at the existing .12-inch Crozier Branch Interceptor located.
east of the crossing with Plaza Road Extension, WSACC agrees to accept wastewater from existing residential
developments based on information provided by Woolpert (Civil Engineer for the project) using North Carolina
Department of .Environment and Natural Resources (NCD.ENR) wastewater flow guidelines. The projected flow
is 281,250 gpd; however WSACC expects the actual wastewater flow to more closely approximate 225,000 gpd
based upon Master Plan engineering data,
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006 and
has funded Capital Projects entirely from Capital Reserves, and expects to continue this policy into the tliture.
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing
bodies, regulatory approval, and funding availability. At this time there are no scheduled upgrades to WSACC
facilities in the current six year CIP that are located downstream of this proposed project. It should be noted that
the list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions and
needs.
If you have ny questions, please c
Derek Slocuin, E. liHarrisburg
Paul Smith, P.EIWoolpert
Coleman Keeter/WSACC
Chad Voneannon, P.E./WSACC
Mark Lornax/WSACC
a
[phone],
Sincerely,
Thomas A. Bach, P.E.
Utility Systems Engineer

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -10/07)
(WSACC USE ONLY) Cabarrus Woods WWTP Elimination SS Trunk
Project
Secrion L Name of wastewater treatmentfacility (WWTF) receiving wastewater:
. y River Wastewater Treatment Facility - Permit No: NCO036269
ddy Creek Wastewater Treatment Facility - Permit No: NC0081621
WWTP faciiity'2i41ow.MGD
EstimatedLigated flow not
WWTP facility's actual avg, daily flow, MG[)
Total flow for this spec -
Total actual and obligated flows to the 'facility, M • D
Percent of permitted flow used
26„500
permit
15.770
59,5,
Section I. Pump stations along the route from the Jurisdiction's connection point to the WWTP,
(For each existing pump station to be impacted by this proposed sewer extension project, list each pump
station name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name;
Reedy Creek PS
er Rocky River IPS
Approx. Capacity, MGD Approx, Current Avg.
(Firm/Design) Daily .Flow, MGD
16.500 0.760
.37.000 7.730
in 111. WSACC Certification Statement:
1, Thomas A, Bach certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment .facility and that the flow from this
project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any
downstream pump station en route to the receiving treatment plant. This analysis has been .preforroed in
accordance with local established policies and procedures using the best available data. This certification
applies to those items listed above in Section 1 and Section 11 for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
wa vater fi
WSACC° s Signing Offlchil Signature
Dale
D'ateT O2TO3;04

Jurisdiction ,Request'int
DCity of Concord
QCity° of Kannapolis
E6Town of Harrisburg
QTown of Mt. Pleasant
DCharlotte Mecklenburg Utilities
Project Name, Description, and Number of Lois/Unit:
Name: Cabams t4r'ottds W WTP Eliminati tt Sewer Tt1ank
system extension cons,s
serve the existing flow t
GPD.
What is the quantity o
Flow type:
Domestic. 95 %
N'CPE, with
i approximately 16$ lin
Cabarrus WWTP located
hat will be discharged?
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
TrackinglAcceptance for Sewer Extension Permit Applications
(FTSE 1©(O7)
E
Acceptance for Collection System:
tic eninee
NortihCarolirttt. PL.1�or tl3c �avtevt+atc
= t pf 8-inch gravity
n Starwood Rd.. with
81,250 GPD
5 % (Q Indust
es to
Section I - List the Jurisdiction's pump stations located between the project connection point and
the WSACC interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each pump station. Include the
proposed flow for this project and other flows that have been approved for the pump station but are not yet
tributary.)
Pump Station Name:
nla
Section IL Jurisdiclkiton's Certification Statement:
usin
know
Approx. Capacity,
MGD
(F inn/Desi&rr
n/a
Approx. Current Avg 1
Daily Flow, MGD
nla
ec Connor, certify that to the hest of my knowledge, the addition of the volume of wtst water to be permitted in this
has been evaluated along the route to ,the receiving WSACC interceptor and that the flow from this protect is t
.ed to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
WSACC interceptor. This analysis has been preformed in accordance with Vocal established policies and procedures
vailable data. This certification applies to those items listed above in Section 1 for which, to the best of my
adversely affect the. downstream sewer capacity. Signature of this form indicates acceptance of this

Cabarrus Woods Sewer System Information Summary
Cabarrus WoodsNictorla Park/Bradford Park/ Brookstead/Cambridge/Avensong/ Ste ra
Crossing/Brawley Farms 1-4
Current Connection.
Existin S stern Connections s
Cabarrus Woods
Victoria Park
Bradford Park
Brookdale (all SFE's)
Steeplechase in Cabarrus
Britley
sub -tote
County
262 2.62 Cabarrus
160 165 Cabarrus
236 240 Cabarrus
38 322 Cabarrus
52 52 Cabarrus
64 64 Cabarrus
812 1,105 Cabarrus
Brookstead/Ca,mbridge 742 769 Mecklenburg
Brookstead Meadows 29 29 Mecklenburg
Canford Commons 50 50 Mecklenburg
Turtle Rork 388 388 Mecklenburg
Avensong 163 163 Mecklenburg
Stewart"s Crossing 156 156 Mecklenburg
Brawley Farms (ph, 'I and 4) 236 590 Mecklenburg
Bristol Farms (phase 2) 64 " Mecklenburg
Crossley Village (Phase 3) 35 A Mecklenburg
Mecklenburg.
Lanier Village (Phase 4)
Steeplechase in Mecklenburg
sub -total
Total
12 102
1,965 2,247 Mecklenburg
2,777 3,352
Revised 443t2012

Cabarrus Woods Sewer System information Summary
Caber WoodsNVictoria Park/Bradford Park/ Brookstead/Carrlbridge/Avensongi Stewarts
CrossingfBrawley Farms 1-4
Notes and Flow Path of Wastewater Previously and
Currently
Gravity flowed to Cabarrus Woods WWTP now gravity flows
to Crozier Br
Gravity flowed to Cabarrus Woods WWTP now gray#ity flows
to Crozier Br
Pumps through a series of 4 PSs in Bradford Park to the
Cabarnis Woods collection system
Gravity flowed to Cabanas Woods WWTP now gravity flows
to Crozier Br
Gravity flowed to the Steeplechase PS in Mecklenburg and
was pumped to Brookstead PS now gravity flows directly to
Reedy Creek at Steeplechase
Gravity flowed through two PSs in Britley and then was
pumped to Steeplechase collection system and then to the
Steeplechase PS where it was pumped to the Brookstead PS,
(Cambridge/Brookstead 724 + shop ctr. 45 SFEs -= 769) Gravity
flowed to Brookstead PS and then pumped to Cabarrus Woods
WWII) now gravity flows directly to Reedy Creek
Cabamis Woods WWTP now gravity flows directly to Reedy
Creek
Cabarrus Woods WWTP now gravity flows directly to Reedy
Creek
Pumps to Cambridge subdivision collection, will gravity flow
directly to McKee Creek when project is complete,
gravity flow directly to McKee Creek when project is
completed.
gravity flow directly to McKee Creek when project is
completed.
Gravity flowed to Crossley PS now to directly Reedy Creek
Gravity flows to Bristol Farms PS (to remain) then pumped to
Cambridge subdivision collection system.
Gravity flowed to Crossley PS now gravity flows directly tra
Reedy Creek
Infrastructure in but never accepted by CWS, No houses exist
and subdivision bankrupt, Will have to be permitted through
C LI/WSACC normal subdivsion process.
Gravity flowed to the Steeplechase PS in Mecklenburg and
was pumped to Brookstead PS now gravity flows directly to
Reedy Creek at Steeplechase
Revt rd41 P20t2

rvgD:
P
Av
'ictoria Par =.' r dit rd P ooks
Crossingferawley Farms
Cab.
Total Nu,rnb r tnf Lints ina fvle klenn rrr
Mantas lets previously permlttl to
McKee - Avensong, Steumrts
Cssing singand Turtle Rock
Ret irking Lots in Mecklenburg to be
lae ittetl to gravity tlov to Reedy
C fr
gPdi n erase 1 S6
stied flow t€s l ernt tc
errs 4tec lersbur 660
adiCarnbridge Ste aril

Perrrtit Number WQ0036673
Central Flies: AP SWP
08i20/13
Permit Tracking Si
p'
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, Pressure Sewer
Extensions
Primary Reviewer
sujatha,nagulapally
Coastal SW Rule
Pe fitted Flow
Facility
Facility Name
Bradford Park Pump Station Abandonement and
Steeplechase Sewer Line
Location Address
Owner
Status
Active
Version
00
Project Type
New Project
Permit classiflcatier
Individual
PerContact Affiliation
MajoriMinor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation'
Owner Name
Town of Harrisburg
Dates/Events
Ong issue
08/20/13
App Received oral
08/05/13
Regulated Activities
subdvi ion
Out
NtRL
rlitlated
Scheduled
Issuance
Owner Type
Government -Municipal
Owner Affiliation
MikeRose
Administrator Town
PO Box 100
Harrisburg NC 80750100
Pubic Notice issue
08/20/13
e laestedd eceived Even
Additioral Iriforrnatic)r requested
,Additional info rr aki n re ewer
Effective Expiration
08/20/13
rbody hawse
Stream Index Number current class Subbasin

CO.,WK. DICKSON &
COMMUNITY INFRASTRUCTURE I SU TANTS
616 C0LCNN,4 E AVEDI
CHARLOTTE, NC 28246
[phone]
PAY Four NGtndr c Eqhty end 00/100 Dollars
TO NC
R
1I600 ? ? ?
66610
CHECK DATE July 1 -2013
AMOUNT lNT 4f ,0t
VOAAFTER 68 DAYS
A OWED Ski ATt

CONTRACT DOCUNIENTS AND SPECIFICATIONS
for
:in(10)...rirlIent anti
A )
sfati0))s
tift.)1(d Par chase selyeb
k 10iris
BF)4 steel)19 1013
St *
NVKI
-)A#u22110120187.0I).11
Prepared for
'fossil of Harrisburg
4100 Main Street, Suite 101
liarrisburg, NC 28075
Plans & Specifications
1)repared by
Dickson
401 -4th Street SW, Suite 201
ilickoiy) NC 28602
[phone]
NC License No. F-0374

DOCUMENT 00 01 10
TABLE OF CONTENTS
Town of Harrisburg, North Carolina
Bradford Park Pump Stations Abandonment and Steeplechase Sewer Lines
TABLE OF CONTENTS
DIVISION 00 - CONTRACT DOCUMENTS - NOT REQUIREI
TECHNICAL SPECIFICATIONS
DIVISION 01 - GENERAL 'REQUIREMENTS
Section 01 10 00 Summary
Section 01 20 00 Price and Payment Procedures
Section 01 30 00 Administrative Requirements
Section Oil 33 00 Submittal Procedures
Section 01 40 00 Quality Requirements
Section 01 43 13 References
Section 01 60 00 Product Requirements
Section 01 70 00 Execution and Closeout Requirements
DIVISION 02 - EXISTING CONDITIONS
Section 02 41 16 Structure Demolition NC
DIVISION 03 - D VISION 30
Not Used
DIVISION 3,1 - EARTHWORK
Section 31 11 00 Clearing and Grubbing
Section 31 2.3 17 Trenching NC
Section 31 23 18 Rock Removal
Section 31 23 19 Dewatering
Section 31 25 13 Erosion Controls NC
Section 31 37 00 Rip Rap NC
DIVISION 32 - EXTERIOR IMPROVEMENTS
Section 32 11 23 Aggregate Base Courses NC
Section 32 12 16 Asphalt Paving NC
Section 32 92 19 'Seeding NC
DIVISION 33 -UTILITIES
Section 33 01 32 Sewer and Manhole Testing
Section 33 05 14 Public Manholes and Structures NC
Section 33 3.1 00 Sanitary Utility Sewerage Piping NC
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 201201 8700,H1
Page Number
FOR PERMITTING PURPOSES
01 10 00-1 01 10 00-2
01 20 00-1 - 01 20 00-4
01 30 00-1 -01 30 00-4
01 33 00-1 01 33 00-4
01 40 00-1 -01 40 00-2
0143 13-1 -01 43 13-10
01 60 00-1 - 01 60 00-2
01 70 00-1 -01 70 00-2
02 4' 6-1 - 02 41„16-6
31 10 00-1 - 31 10 00-4
312317-1-31 2317-8
.312318-1-322318-4
3123 19-1 -32 23 19-4
31 25 13-1 - 32 15 13-6
31 37 00-1 -31 37 00-2
32 11 23-1 - 32 11 23-4
32 12 16-1 -32 12 16-4
32 92 19-1 -32 92 19-6
3301 32-1 33 01 32-4
33 05 14-1 -33 05 14-10
33 31 00-1 -33 31 00-8
Table of Contents,
0001 10- 1.

DIVISION 34 — DIVISION 49
Not Used
Town offlarrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase, Sewer Lines
WKD Project Number: 20120187,00.111
Table of Contents
000110-2

SECTION 01 10 00
SUMMARY
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
Contract. description,
Specification Conventi
1.2 CONTRACT DESCRIPTION
A. Work of the Project includes the installation of a. new 8-inch gravity sewer line connecting to the
existing Water and Sewer Authority of Cabarrus County (WSACC) Reedy Creek Sewer
Interceptor. The .Bradford Park Pump Station No, 2, located at the end of Revere Lane; is to be
abandoned, The Bradford Park Pump Station. No. 1, located at the end of Snow Drive; may also
be abandoned if budget allows. Approximately 940 LF of 8-inch gravity sewer is required to
abandon Pump Station No, 2. Approximately 610 LF of additional 8-inch gravity sewer is
required to abandon Pump Station No. 1.
B, Work of the Project also includes the installations of a new sewer line to serve the Steeplechas
Subdivision. The proposed sewer line consists of approximately 710 LF of 8" gravity sewer h.
connecting to the WSACC Reedy Creek Interceptor.
C. Perform Work of Contract under unit prices contract with Owner in accordance with Conditions
of Contract.
SPECIFICATION CONVENTIONS
A. These specifications are written in imperative mood and streamlined form, This imperative
language is directed to the Contractor, unless specifically' noted otherwise. The words "shall be"
are included by inference where a colon (:) is used within sentences or phrases.
PART 2 PRODUCTS - Not Used.
PART 3 EXECUTION - Not Used
END OF SECTION
Town of Harrisburg,. NC Summary
Bradford Park Pump Stations Abandonment & Steeplechase Sewer 'l roes 01 10 00 - 1
WKD Project Number 20120187.00,HI

n of Harrisburg, C
Bradford Park Pump Stations Abandonment S'
WKD Project Number; tuber; 012018 .04.f ff
THIS PAGE I ITI "" T"IONALLY LEFT BLANK
m

SECTION 01 20 00
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.,1 SECTION INCLUDES
A. Applications for payment.
B. Change procedures.
C. Defect assessment.
D. Unit prices.
E. Contingency allowances.
1.2 APPLICATIONS FOR PAYMENT
A. Submit three copies of each application on C-620 Contractor's Application for Payment 21➢10 or
other approved form. Contractor's electronic media driven form will be considered.
B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.
C. Submit updated construction schedule with each Application for Payment.
D. Payment Period: Submit at intervals stipulated in the Agreement.
E. Submit with trans
Procedures.
tta
tter as specified for Submittals in Section 01 33 00 - Submittal
Substantiating Data: When Engineer requires substantiating information, submit data justifying
dollar amounts in question. Include the following with Application for Payment:
1. Current construction photographs specified in Section 01 33 00 — Submittal Procedures.
Partial release of liens from major subcontractors and vendors,
3. Record documents as specified in Section 01 70 00, forreview by Owner which will be
returned to Contractor..
4. Affidavits attesting to off -site stored products,
5, Construction progress schedules, revised and current as specified in Section 01 33 00 —
Submittal Procedures,
CHANGE PROCEDURES
A. Submittals: Submit name of individual authorized to receive change documents and be
responsible for informing others in Contractor's employ or Subcontractors of changes to the
Work.
'town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Se tines
WKD Project Number: 20120187,40.5H11
Price and Payment Procedures
012000-1

B. The Engineer will advise of minor changes in the Work not invoiving adjustment to Con
Price or Contract Tirne by issuing supplemental instructions.
act
C. The Engineer may issue a Notice of Change including a detailed description of proposed change
with supplementary or revised Drawings and specifications, a change in Contract Time for
executing the change with stipulation of overtime work required and the period of time during
which the requested price will be considered valid. Contractor will prepare and subrnit estimate
within 1.5 days.
D. Contractor may propose changes by submitting a request for change to Engineer, describing
proposed change and its full effect on the Work. Include a statement describing. reason for the
change, and effect on Contract Price and Contract Time with full documentation and a statement
describing effect on Work by separate or other Contractors. Doeu.m.ent requested substitutions in
accordance with Section 01 60 00 - Product Requirements.
E. Unit Price Change Order For contract unit prices and quantities, the Change Order will be
executed on fixed unit price basis. For unit costs or quantities of units of work which are not pre-
determined, execute Work under Work Change Directive. Changes in Contract Price or Contract
Time will be computed as specified for Time and Material Change Order.
F. Change Order Forms: C-941 Change Order (2007).
G. Execution of Change Orders: Engineer will issue Change Orders for signaturesof parties as
provided in Conditions of the Contract,
H. Correlation Of Contractor Submittals:
1. Promptly revise Schedule of Values and Application for Payment forms to record each
authorized Change Order as separate line item and adjust Contract Price.
2. Promptly revise progress schedules to reflect change in Contract Time, revise sub -schedules
to adjust times for other items of work affected by the change, and resubmit.
Promptly enter changes in Project Record Documents,
1.4 DEFECT ASSESSMENT
A. R.eplace the. Work, or portions of the Work, not conforming to specified requireme.nts.
B. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer
will direct appropriate remedy or adjust payment.
C. The defective Work may remain, but unit price will be adjusted to new price at discretion of
Owner.
D. Defective Work will be partially repaired to instructions of Owner, and unit price will be adjusted
to new price at discretion of Owner.
E. Individual specification sections may modify these options or may identify specific formula or
percentage stun/price reduction,
F. Authority of Engineer to assess defects and identify payment adjustments is final,
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonmeot & Steeplechase Sewer 'Lines
WKD Project Number: 20120187,.00111
Price and Payment Procedures
01 20 00 - 2

C. Non -Payment For Rejected Products: Payment will not be made for rejected products for any of
the following:
1. Products wasted or disposed of in a manner that is not acceptable.
?. Products determined as unacceptable before or after placement.
d. Products riot completely unloaded from transporting vehicle.
4. Products placed beyond lines and levels of required Work.
5. Products remaining on hand after completion of the Work.
6. Loading, hauling, and disposing of rejected products.
1.5 UNIT PRICES
A. Authority: Measurement methods are delineated in individual Specification Sections.
B. Measurement methods delineated in individual Specification Sections complement criteria of this
Section. In event of conflict, requirements of individual Specification Section govern.
C. Engineer or Owner will take measurements and compute quantities accordingly. Provide
assistance in taking of measurements.
O. Unit Quantities: Quantities and measurements indicated in Bid Form are for contract purposes
only. Actual quantities provided shall determine payment..
I.. When actual Work requires more or fewer quantities than those quantities indicated, provide
required quantities at unit sum/prices contracted.
Payment includes: Full compensation for required labor, products, tools, equipment, plant and
facilities, transportation, services and incidentals, erection, application or installation of item of
the Work, overhead, and profit.
F. Final payment for Work governed by unit prices will be made on basis of actual measurements
and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or
made necessary by the Work.
G. Measurement Of Quantities:
I . Measurement by Volume: Measured by cubic dimension using mean length, width and
height or thickness.
Measurement by Area: Measured by square dimension using mean length and width or
radius.
. Linear Measurement: Measured by linear dimension at item centerline or mean chord.
4. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear
means or combination, as appropriate, as completed item or unit of the Work.
II. I1nit Price Schedule: Refer to Bid Form.
1.6 CONTINGENCY ALLOWANCES
A. Include in the Contract, a stipulated price of 5% of Base Bid for use upon Owner's instruction.
Town of Y-Larrisbure, NC
Bradford Park Pump Stations Abandonment cc. S
WKD Projet Number: 20120187,00111
wP
ase Sewer Lines
Price and 'Pay
Procedures
0t2000-3

B. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding,
equipment rental, overhead, and profit will be included in Change Orders authorizing expenditure
of funds from this Contingency Allowance.
C. Funds will be drawn from Contingency ,Allowance only by Change Order.
D. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by
Change Order.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Nuinber 20120 187,00,111
Price and Payment Procedures
01 20 00 4

SECTION 01 30 00
AD 1b IINISTRATIVE REQUIRE E`NTS
PART 1. GENERAL
1.1 SECTION INCLUDES
A. Coordination.
B, Field engineering.
C. Preconstruction. meeting.
D. Progress meetings.
E. Pre -installation meetings
F. Cutting and patching,
1. COORDINATION
A. Coordinate scheduling, submittals, and Work of various specification sections to ensure efficient
and orderly sequence of installation of interdependent construction elements, with provisions for
accommodating items installed later.
B. Verify utility requirements and characteristics of operating equipment are compatible with
existing utilities. Coordinate work of various sections having interdependent responsibilities for
installing, connecting to, and placing in service, operating equipment.
Coordinate space requirements, supports, and installation of mechanical and electrical Work
indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as
closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to
maximize accessibility for other installations, for maintenance, and for repairs.
D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within
construction. Coordinate locations of fixtures and outlets with finish elements.
E. Coordinate completion and clean-up of Work of separate sect i¢ its in preparation for Substantial
Completion and for portions of Work designated for Owner's occupancy or partial occupancy,
After Owner occupancy of premises, coordinate access to site for correction of defective Work
and Work not in accordance with Contract Documents, to minimize disruption of Owner's
activities.
1.3 FIELD ENGINEERING
A. Employ Land Survey licensed in State of Project location.
Town of Harrisburg, NC Administrative Requirements
Bradford Park Pump Stations Abandonment & Steepleebase Sewer Lines 01 30 00 - 1
WKD Project Number: 201201 R7.00.111

B. Locate and protect survey control and reference points. Promptly notify Engineer of
discrepancies discovered.
C. Control datum for survey is that indicated on Drawings.
D. Submit copy of an. a.s-built survey sealed and signed by Land Surveyor certifying, elevations and
locations ofthe Work are in conformance with Contract 'Documents.
E. Maintain complete and accurate log of control and survey work as Work progresses.
F. Protect survey control points prior to starting site work; preserve permanent reference points
during construction.
G. Promptly report to Engineer loss or destruction of reference point or relocation required because
ofchanges in grades or other reasons.
H. Replace dislocated survey control points based on original survey control. Make no changes
without prior written notice to Engineer.
1.4 PRECONSTRUCTION MEETING
A. Owner will schedule meeting after Contract time starts to run.
B. Attendance Required: Owner, Engineer, and Contractor.
C. Agenda:
I, Execution of Owner -Contractor Agreement.
2. Submission of executed bonds and insurance certificates.
3. Distribution of Contract Documents.
4. Submission of list of Subcontractors, list of products, schedule of values, and progress
schedule.
5. Designation of personnel representing parties in Contract, Engineer, independent: testing
firm.
6. Procedures and processing of field decisions, submittals, and substitutions, applications for
payments, proposal requests, Change Orders, and Contract closeout procedures.
7, Scheduling.
D. Engineer will record minutes and distribute copies within two days after meeting to participants,
with two copies to Engineer, Owner. Contractor, and those affected by decisions made.
1.5 PROGRESS MEETINGS
A. Engineer will make arrangements for meetings, prepare agenda with copies for participants,
preside at meetings and administer meetings..
B. Schedule: Throughout progress of the Work at maximum interval of monthly. Meet more often
if Work dictates need.
'Iown of Harrisburg, NC
Bradford Park 'Pump Statio.n.s Abandonment & Steeplechase Sewer
WKI) Project Number: 20120 I 87,00,H1
Administrative Requirements
01 30 00 - 2

C. Attendance Required: Job superintendent, major subcontractors and suppliers, Owner, Engineer,.
and others as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems impeding planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off -site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9, Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards,
] 2. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
E. Engineer will record minutes and distribute copies within three days after meeting to participants,
with two copies to Owner, Contractor, and those affected by decisions made.
1.6 PRE -INSTALLATION MEETINGS
A. When required in individual specification sections, convene pre -installation meetings at Project
site prior to commencing work of specific Section.
B. Require attendance of parties directly affecting, or affected by, Work of specific Section,
C. Notify Engineer four days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of installation, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within two days after meeting to participants, with two
copies to Engineer, Owner, and those affected by decisions made.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
B. Submit written request in advance of cutting or altering elements affecting:
1. Structural integrity of element.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.00.111
Administrative Requirements
013000.3

2. Integrity of Weather -exposed or moisture -resistant elements.
3. Efficiency, maintenance, or safety of element.
4. Visual qualities of sight exposed elements.
5, Work of Owner or separate contractor.
C. Execute cutting, fitting, and patching including excavation and till, to complete Work, and to:
I. Fit the several parts together, to integrate with other Work.
2, Uncover Work to install or correct ilkimed Work,
3. Remove and replace defective and non -conforming Work.
4. Remove samples of installed Work for testing.
5. Provide openings in elements of Work for penetrations of mechanical and electrical Work.
D. Execute work by methods to avoid damage to other Work, and to provide proper surfaces to
receive patching and finishing.
E. Cut masonry and concrete materials using masonry saw or core drill.
F. Cut pavements using concrete saw,
G. Restore Work with new products in accordance with requirements of Contract Documents.
H. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest
intersection; for assembly, refinish entire unit.
I. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
J. Identify hazardous substances or conditions exposed during the Work to Engineer for decision or
remedy.
END OF SECTION
ToVin of tiarrisburgi NC
Bradford Park Pump Stations Abandcminem & Steeplechase Sewer Lines
WKD Project Number: 20120187.00,111
Administrative Requirements
01 30 00 - 4

SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1,1 SUMMARY
A. Section Includes.
i. Submittal procedures.
Product data.
3. Shop drawings.
4, Test reports.
5. Certificates,
6. Manufacturer's instructions.
7. Manufacturer's field reports.
8. Construction progress schedules.
9. Construction photographs.
SUBMITTAL PROCEDURES
A. Submit number of copies Contractor requires, plus two copies Engineer will retain.
B. Deliver to Engineer at business address.
C. For each submittal for review, allow i 5 days excluding delivery time to and from Contractor.
1). Transmit each submittal with Engineer accepted forms
E. Sequentially number transmittal forms. Mark revised submittals with original number and
sequential alphabetic suffix.
Identify Project, Contractor, subcontractor and supplier, pertinent drawing and detail number, and
specification Section number appropriate to submittal.
G. Apply Contractor's stamp signed or initialed certifying that review, approval, verification of
products required, field dimensions, adjacent construction Work, and coordination of inform tia
is in accordance with requirements of the Work and Contract Documents.
Schedule submittals to expedite Project. Coordinate submission of related items.
Identify variations from Contract Documents and product or system limitations which may be
detrimental to successful performance of completed Work.
IAllow space on submittals for Contractor .and. Engineer review stamps.
K, When revised for .resubmission identify changes made since previous submission.
L. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WK 1) Project Number: 20120187.00.HI
Submittal Procedures
01 33 00 -

inability to comply with requirements.
M. Submittals not requested will neat be recognized or processed,
PRODUCT DATA
A, Product Data: Submit to Engineer for review for limited purpose of checking for conformance
with information given and design concept expressed in Contract Documents,
B. Mark each copy to identify applicable products, models, options, and other data. Supplement
manufacturers` standard data to provide information specific to this Project.
C. Indicate product utility and electrical characteristics, utility connection requirements, and 1oea ion
of utility outlets for service for functional equiprn.ent and appliances.
1.4 SHOP DRAWINGS
A. Shop Drawings: Submit to Engineer for review for limited purpose of checking for eonfo
with information given and design concept expressed in Contract Documents.
B. Lndi.cate special utility and electrical characteristics, utility connection requirements, and location
of utility outlets for service for functional equipment and appliances.
C. When required by individual specification sections, provide shop drawings signed and sealed by
professional engineer responsible for designing components shown on shop drawings.
1, include signed and sealed calculations to support design.
Submit drawings and calculations in form suitable for submission'to and approval by
authorities having jurisdiction.
Make revisions and provide additional information when required by authorities having
jurisdiction,
D. Submit number of copies described in SUBMITTAL PROCEDURES article.
1.5 TEST REPORTS
A. Submit for Engineer's knowledge as contract administrator or for Owner.
B. Submit test reports for information for limited purpose of assessing conformance with
information given and design concept expressed in Contract Documents.
1.6 CERTIFICATES
A. When specified in individual. specification Sections, submit certification by manufacturer,
installation/application subcontractor, or Contractor to Engineer.
B. indicate material or product conforms to or exceeds specified requirements, Submit supporting
reference data, affidavits, and certifications as appropriate,
C. Certificates may be recent or previous test results on material or Product but must be acceptable
IMAM of Harrisburg, NC Submittal Procedures
Bradford. Park Pump Stations Abandonment & Steep]er;hase Sewer Lines 01 33 00 - 2
WKD Project Number: 20120187.00,H1

to Engineer.
I .7 MANUFACTURER'S :INSTRUCTIONS
A. When specified in individual specification Sections, submit printed instructions for delivery.,
storage, assembly, installation, startup, adjusting, and finishing to Engineer for delivery to Owner,
B, Indicate special procedures, perimeter conditions requiring special attention, and special
environmental criteria required for application or installation.
1.8 MANUFACTURER'S FIELD REPORTS
A. Submit reports for Engineer's knowledge as contract administrator or for Owner.
R. Submit report within 72 hours of observation to Engineer for information.
C. Submit for information for limited purpose of assessing conformance with information given and
design concept expressed in Contract Documents.
1.9 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial schedules within 1.5 days after date established in Notice to Proceed. After review,
resubmit required revised data within .10 days.
B. Submit revised Progress Schedules with each Progress Meeting or Application o Payment, but
not less than monthly.
C. Distribute copies of reviewed schedules to Project site file, subcontracto
concerned parties.
ippliers, and other
D. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in
schedules,
E. Submit computer generated Gantt chart with separate line for each major portion of Work or
operation, identifying first work day of each week.
. Show complete sequence of construction by activity, identifying Work of separate stages and
other logically grouped activities. Indicate early and late start, early and late finish, float dates,
and duration.
G. Indicate estimated percentage of completion for each item of Work at each submission.
H. Submit separate schedule of submittal dates for shop drawings, product data, and samples.
Indicate dates reviewed submittals will be required from Engineer. Indicate decision dates for
selection of finishes,
Indicate delivery dates for Owner furnished products and products identified under Allowances if
required.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: .201201870411
Submittal Procedures
01 33 00 3

Revisions To Schedules:
l : Indicate progress of each acti%=its. to date of subin.il is and projected cor pietion date of each
activity°
Identify activities modified sine previous submittal, major c ranges in scope, and other
identifiable changes.
Prepare narrative report to define problem areas, anticipated delays, and impact on Schedule.
Report corrective action taken,
schedules of separate contractor
l.10 CONS`FRU 'IC PHOTOGRAPHS
proposed, and its effect, including effect of changes on
A. Provide photographs of site and constrzictior throughout progress `i 'ork produced by an
experienced photographer, aceptable to .Engines.
Submit photographs monthly or to sl o e c iilestones of Work.
Photographs: Two prints, color, glossy'; 10 in size, mounted. on 1 t/2 x11 inch soft card
stock, with left edge binding margin for three -hole punch.
D. Take three photographs from differing. directions for each section;t
progress of the Work, three days maximum prior to submitting.
f , Take photographs as evidence ofc. isting project conditions.
ork
dicating relative
Identify each print on front. Identify name of Project, contract number, phase orientation of view,
date and time of view, name and address of photographer, and photographer's numbered
identification of exposure.
G. Deliver negatives to Owner with project record docurrien .s. Catalog and it tiegatis'es in
chronological sequence; include typed table of contents,
PAR1 2 PRODUCTT S - Not Used
PAR I°3 EXEC.)"f1ON - Not C f eed
"lbw cat Harrisburg, i
Bradtord Park Put ip Stations bandon]nent & Stepted.base Sewer t:::ine u] 3 00 - 4
WK .D Project 'Number: 2tl l"?01 7,.110.t11.
END OF SECT O
Submittal Procedures

SECTION 01 40 00
QUALITY REQUIREMENTS
PART 1 GENERAL
SUMMARY
A. Section includes:
1. Quality control and control of installation.
Tolerances.
3. References.
4. Examination.
5. Preparation,
1.2 QUALITY CONTROL AND CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence,
C. When manufacturers' instructions conflict with Contract Documents, request clarification fr or
Engineer before proceeding.
11 Comply with specified standards as minimum quality for the Work except where more stringent
tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
E. Perfoini Work by persons qualified, to produce required and specified quality.
I . Verity field measurements are as indicated on Shop Drawings or as instructed by manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, or disfigurement..
TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.
Do not permit tolerances to accumulate,
B. Comply with manufacturers' tolerances. When manufacturers' tolerances conflict with Contract
Documents, request clarification from Engineer before proceeding.
C, Adjust products to appropriate dimensions; position before securing products in place.
Town of Harrisburg, N"C
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.00E1
Quality Requirements
01 4000•- 1

1.4 REFERENCES
A. For products or Work specified by association, trades, or other consensus standards, comply with
requirements of standard, except when more rigid requirements are specified or are required by
applicable codes.
B. Conform to reference standard by date of issue current on date for receiving Bids, (date of
Owner -Contractor Agreement when there are no Bids), except where specific date is established
by code,
C. Obtain copies of standards where required by product specification sections.
D. When specified reference standards conflict with Contract Documents, request clarification from
Engineer before proceeding.
Contractual relationships, duties, and responsibilities ofpa. ties in. Contract and those ofEngineer
shall not be altered from Contract Documents by mention or inference otherwise in. reference
documents.
PART 2 PROD[. CTS
PART 3 EXECUTION
3.1 EXAMINATION
0
ed
A. Verify existing site condiiitions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of existing conditions.
B. Verify existing substrate is capable of structural support or attachment of new Work being
applied. or attached.
C. Examine and verify specific conditions described in individual specification sections.
D. Verify utility services are available, of correct characteristics, and in correct locations,
PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying new material or substance in contact or bond.
END OF SECTION
Town of Harrisburg, NC
Bradford Park. Pump Stations Abandonment & Steeplechase. Sewer Lines
WKD Project Number: 20120187,00.BI
Quality _ltequirenients
01 40 00 - 2

SECTION 01 43 13
REFERENCES
GENERAL
1,1 SECTION INCLUDES
A. Drawings and general provisions of the Contract, including General and. Supplementary
Conditions and Division 01 Specification Sections, apply to this Section,
1. Quality assurance.
Schedule of references.
1..2 RELATED SECTIONS
A. Document -- General Conditions, Reference Standards.
1.3 QUALITY ASSURANCE
A. For products or workmanship specified by association, trades, or Federal Standards, comply with
requirements of the standard, except when more rigid requirements are specified or are required
by applicable codes,
1. Applicable Codes:
a. BOCA National Building Code.
b. The National Electrical Code, NFPA 70,
c, The Life Safety Code, 'NFPA 101.
B. Obtain copies of standards when required by product specification se
ions
C. Maintain copy atjobsite during submittals, planning, and progress ofthe specific work, until
Substantial Completion.
D. Should specified reference standards conflict with Contract. Documents, request clarification froa
Engineer before proceeding.
The contractual relationship of the parties to th
Contract shall not be altered from the Contract
Documents by mention or inference otherwise in any reference document.
1.4 SCHEDULE OF REFERENCES
END OF SECTION
Town of Harrisburg NC References
Bradford. Park Pump Stations Abandonment & Steeplechase Sewer Lines 01 43 13 - 1
WKD Project Number: 20120187.00.111

AA. ACGIH
A,iu rirArra rir„ a,r1 Conference of
900 19th St. C 1� r Governmental
Washington, DC 20OO6 Industrial Hygienists
www.aluminum,org_ 1330 Kemper Meadow Dr Suite
(2O2) 862-51O0 (300 www.asphaltin stitute_org
AABC
Associated 0 Balance Council
1518K;St_,NW
WashrrEutnn, DC 2O0O5
wwwaabchq,corn
(202) 737-O2O2
AAMA
American Arc/
Manufacturers Assoc ion
1827 Walden Office
104
Schaumburg, ii_ 601713 4268
www,aamanet.aarg,
(847) 303-5(3(34
Cincinnati Ohio 45240 (606) 288--496O
www.accfih.orq
(513) 742-,
ACC
0 L nccan 0 a ricr
P.O. Sox 90994
Farmington Hills
www,aci-ont.pr9
[phone]
11 48333
AASHTO
American Association of State ADSC
Highway and Transportation The int r'rtatirinel Asso
Officials
444 North ifs+tcl St., NW, Suite
249
Washington,. DC 2ti0C9'I
www.aasht©.orq_
(202) 624.580O
[phone] AF&PA
American Forest and Paper AMCA
ABMA Association Air Movement and Control
American Bearing fvlanufacturets 11'11 19th St., NW, Suite 8O0 Association international, Inc.
Association 'Washington, DC 20036 30 W. University Dr,
1200 19th ,3t„ NW, Suite 300 www.afandpa.orq Arlington Heights, IL 60004-1893
Washington, DC 20036-2422 (207) 463-27O0 wwwamca org
www..abma-dc.org [phone]
[phone] AHA
Al
Asphalt I,rrstitcrta
Research Park Drive
P.O. Box. 14052
Lexington, K'{ 40512-4052
AISC
An eric an 9nstltcrte of
Construction
East Wacker Dr,
00601-200 1
w.
(312) 67C 4
ADC AISI
.Air Diffusion Co tarre;ik Amer can I,io,n ar'ct Steci lnstita
104 South Michigc tatr Ave_ Suite 1101 1 7 th Sc,. Nth' Suite 1 300
15O0 Washington, 0
Chicago, iL 60603 www.steel.or
[phone] (202) 452-7'100
(8000) 277-3880
Foundation Drilling
9696 Skillman Street, Suite 28
Dallas, TX 75243
www.adsc-iafd.cem_
g214) 681-5994
American Hardboard Associatirsn
12`t0 W Northwest Hwy
Palatine, IL 6006E
(84'7) '9 S4-88O0
AITC
American lnstitut it 3111sber
Construction
7012 S. Revere Pkwy, Suito "140
Englewood, CO 80112
3vww.aitc-glulam,orer
(30,3) 792-9559
Town of Harrisburg, NC References
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 01.43 13 - 2
WKD Project Number: 20120187,00:1•HI

ANSI
Anil r can N;.1ticnal 0tantdard,s
1819 L. Street, N.W.
r. DC 20036
www.ansii.ar9
(2 02) 293-8020
APA/EWA
APA-The L~;:
Association
P.O. Box. 1 17` ''0
Tacoma, )NA 98411-0700
www.ataawood.ora
ed Woad
API
Arnencrrn "etr`ateearn In tEtut'
1220 I 7t,. N`2
Washington, [7C 20005-4070
www.aPi°a9
[phone]
AREMA
American Railway Engineering
and
Maintenance -of -Way Assoc i atian
8201 Corporate Drive, Suite
1125
Landover; MD 02 785-230
www.arema,m2
(301) 459-'3200
ARI
Air -Conditioning and
Refrigeration institute
4301 Fairfax Dr, Suit
Arlington, VA 22203
www.ari„org
[phone]
ARRA
Asphalt Ftei yr litiw) rtr rl
Reclaiming Associatiuri
#3 Church i~:isrle, PMEI 250
Annapolis. MD 21401
www,arra.arg
(41.0) 2(7 -00023
ASCE
American Society of Civil
Engineers
World Headquarters
1801 Atex,ander° Graham f ell Dr.
Reston, VA 20 "19'1-4400
www.asce tare
(8001) 548-2723
[phone]
ASHRAE
American Society of Heatl
Refrigerating and Air -
Conditioning Engineers
1791 "[Lillie Circle. NE
Atlanta. GA .330329
www, ashrae. orq
(800) 5'27-4723
[phone]
ASME
American Society of Mechanical
Engineers
3 Park Ave
New "York, NY 10010-5390
www.asme°org
(800) 843-276 s
425 ASSE
Americata Society of San
Engineering
901 Canterbury,. Suite A
Westlake, QH 44145
www.asse-plumbing°org
(440) 835-:3040
Taws of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.00.H1
y
ASTM
AS 1alln'terreriirr°r9
100 Barr ITarinrrt' Lir
West Consh0hockr:r19428-
9959
www°astrn.orq
(f.; 01 ) .832-958'
AWI
Architect
1952 Isaac Ne for
Reston, VA 20190
www. awlnet. ©rg
[phone]
AWPA.
American Wood -Preservers'
Association
F'.r,). Box 5690
Gr°;anbury+,'1X 76049
www,awpaa cam
[phone]
AWS
Anier'Ica Welding Society
550 NW IU.e (er.rrta Sri.
Miami, FL„. 33126
www.amweld,org
#300) 443n9353
(305) 443W9 353
AWWA
American Water Works
Association
6666 W. Quincy Ave.
Denver, CO 80235
www._awwa.©Lg
[phone]
BAAQMD
Bay Area Air Qr,rality.
Management District
939 Ellis St,
San Francisco CA 94109
'www_baagmd.gov
(417) 771-601)0
ute
References
01431.3-3

CDA
Copper Development
Association Inc.
2160 Madison Ave., 1.fitt'r Floor
New York, NY 10016
wwWcooper.orrg
(800) 232,-3282.
[phone]
CGA
essed t r. ,Association
1725 J
'1004
Arlington, `J A 22202-4102
www.cganet,cor
(703)412.-0900
Davis Hwy, Suite
CISCA
Ceilings and Inter`¢
Construction Asso �tion
1500 Lincoln Hwy, Su
St. Charles, IL 603174
www.cisca.Org
(630) 584.1 919
CISPI
Cast Iron Soil Pipe) Institute
5959 Shaiiowfard R.d„ Suite 419
Chattanooga, i N ''37421
www,cispi.orq
[phone]
CLFMI
Chain Link. Fence Manufacturers
Institute
9891 Broken Land 'Pkwy, Smite
300
Columbia, MD 21046
www,chainlinkinfo.orq
(301) 596-258 3
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment
WKD Project Num..bcr: 20120187.00141
("RI
Carpet -and Rug EC sr#trs
;110 S. Holiday Ave.
Dalton, CA 30722-2134
www.carpiet-ruq.corn
(800) 882-884(3
(1 0 6) 22) 8- 3 1 l? 6
CRSI
Concrete Reinforcing Steet
institute
933 N, Pluto Grcve
Schaumburg, IL 60173-4758
www.ci si.orq
(84.71 517-1200
CSSB
Cedar Shake and Shingle
Bureau
.0, Box 1178
SurLass, WA 98295
vvww,cedaxbureau.orq
[phone]
c'S I
Construct irars Specrfications
institute
99 Canal C' tek Plaza, Suite
300
Alexandria, VA 22314
www.csinet..orq
[phone]
CTI
Cooling Technology Institute
530'Wells Fargo Drive, Suite
18
Houston, TX 77090
wvvow,ct% org
[phone]
S
.hate Sewer 1 ines
DASMA
Door and AccE Sri 5yster"='is
f,ilunufacturers
Association International
1300 81.ii'u°umre;r Avenue
C.ieveland, Ott 44115-2851
vvwvr,dasma.com
(216) 241-733:3
DHI
The Door ad Hardware iinr(3lut
14150 Newbrook Dr.., Suite 200
Cirantillyr, VA 20151
www.dhi.org
[phone]
DIPRA
Ductile luw Pipe Research
Association
245 R ver hale Parkway East..
Suite 'C_(
Birmingham, At. 35244
www.dipra_or_g
205)402-8700
EIMA
LIFS Industry Membou
Association
3000 Corporate Cen1e
Suite 2'70
Morrow, GA 30200
www eifsfacts.corn
(800) 294-13462
(770) 968-'7945
EPA
Environmental Prate
Agency
US EPA/NSCEP
P.O. Box 42415
Cincinatti, Ohio 45242
www t Gov
[phone]
References
014313-4

EPRI
Electric Power Research
Institute
3412 Hil!view Avenue
Palo Alto. California 943 4
VWVVV'.EPRI,COM
[phone]
FAA
Fecierai A.viation Administration
800 Independence Ave..,
Washington. DC 20591
www,faa,gov
(2021 '366-4000
FIBA
internaticrnai Basketball
Federation
(Federation Internationale De
Basketball)
8, Ch E3e Plandonnet
't 2-14 Vernier Geneva
Switzerland
(+41-.22) 545 00.00
FM
FM Global
Corporate Headquarters.
P 0, Box 7500
Johnston, RI 02019
www,fragloOleorn
[phone]
FS
Federal Specification Unit
General Services. Admin,
Federal Supply Service
ESS Acquisition Management
Center
Environmental Programs and
Engineering Policy Division
Washin,gton, DC 20406
www,qsa.gov
[phone]
FSC
Forest Stewardship Council
1155 30-th St,Nii
Suite 300
Washington, DC 20007
[phone]
GA
Gypsum Association
810 First St.. NE. Suite 510
Washington, DC 20002
www,qypsum,o_Lq
.[phone]
GANA
i(31ass Association 0tN nrt
America
2945 Southwest Wanamaker
Dr,, Suite A
Topeka, KS 66614
www,,Wasswebsite,com
[phone]
GS
Green Seal
100-1 Conno0oui Ave
Suite 827
Washington, DC 20036-5525
www,greensealorg
[phone]
HI
Hydronics institute
Division of Gas AppUance
Manufacturers Association
2107 Wilson Blvd., Suite 60.0
Arlington, VA 22201
www,garnanet or.g.
(703) 525070-60
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number, 20120187,00M
HMMA
rivlanufacturers
Association
Division of NAAN(M
8 South Michigan Ave., Suite
1000
hic-ago, iL 60603
W-..M0Y—OPPmm.,Prg
.(3•12) 332-0405
HPVA
tiardwood Plywood and Veneer
Association
P.U. Box 2789
Reston, VA, 20195-0789
ww,v,hpva..prg,
[phone]
IAS
International Approval Services
U.S. Operations
8501 E. Pleasant Valley Rd.
Cleveland, Ohio 44131-5575
wwwtasonline.org
[phone]
ICC
Iiiternational Code GOUISCA
5203..Leesburg Pike #708
Fails Church, VA 22041
WANOCCSafe.olA
[phone]
IEEE
institute of Electrical and
Electronics Engineers
3 Park Ave,, 17th Floor
New York, NY 10016-5997
eeeag
[phone]
References
01 43 13 - 5

IES
Iilrai°➢➢ira ati g C.r➢gir'teelrirtg t;s
of North America
120 Wall S ,treetti 1 7th Floor
New York, NYi 10005
www lesP7p,oj
(212 ) .*- 43W „:ELG t
IGSHPA
I`1tern tiCt}r 1 t,,i°t „ ➢'➢ 1 ,3 trY'(
I-Irnt Pump Association
Oklahoma State: University
499 Cordell r°dell South
Stillwater, OK 749 =`8
www.igshpa.oksiate;edu
(800) 626 4,t 47
ILI
'Indiana L i➢'res;o➢ In:.;trtutt
America
400 Stone. City Bank Bullet
Bedford, IN 47421
www,�iliai.com
(81 ) 2 5-442(3
IS©
International 0rg:,
Standardization
1, rue de Varembe. Case
pos'ta l e 56
CH-121 1 Geneva 20,
o tzorl arc
www. i so. o re.
f41 22 749 01 11
9
ation for
KCMA
Kitchen Cabinet Manufa
Association
1899 Preston White Dr.
Reston, VA 201131-5435
www.kcma.arrg_
[phone]
LPI
Lightning 6rotectior
3335 N. ,Arlington flr:r3
Suite
Arlington Heights. 1t_ 60004
ww^,2r°Ilyhtninq.arq
800,' 488..6864
(847) t t,P7-=7201
M'BMA
fyletal B aiding Manufacturer
Association
3010 .w4i nner Ave.
6levelanci. OH 44115-2851
wr�vw m b orit a,eerr➢
21t3i 241-7; 33
MFMA
Maple Flcr r°Ir1 1 1` 9avar.r
Association
60 Revere 0r°, Svrike
Northbrook, it_ 60062
www.lna�lwftoar._orcp
8471)- 480-9138
MIA.
Marble Irish i➢31e of ,Amloricd
30 Eden Allay, Suite 301
Columbus, OH 43215
www.narble institute com
(614) 228--6194
MIL
drz.3tror
Doc is
Defense Automated Pr
Service
700 Robbin
Building 4D
Philadelphia, PA 19111-5094
wvwv.dodssp.dai s.mll,
(2 1 5) 697..2179
.,town ofttarrisburg. NC
Bradford. Park Pump Stations Abandonment & Steeplechase Sewer
WKD Project Number: 20120187.00.H1
MSS
tzrlanutacttrrer° St,w➢°ac
Society of the Valve
and Fitti39s Industry
12' Park St.. NE
rrn➢,`x,w' 22"loL4
W N.mss.' N C0m
(1u3 251-661;3
NAA.
National A➢borist ,Ass
Route 101, P.O. Box
4
Amherst, NH 03031-1094
r�vw. natla rib , corn
80 ) 733-2622
1 4: °3-°:'rb311
NAAMM
National Associat=orr of
Architectural Metal
Manufacturers
300 Roosevelt Road, 13•
Suite 312
Bien Ellyn, IL. (6713 °
WWw,11 amna.org
(630) 942-1 91
NAAMM
North America) Association of
Mirror Manufacturers
(Division of GANA)
2945 Southwest iWanamaker
C1r, Suite A
Topeka, KS 66614
www.giasswebs'ite.com
(913) 26677013
NACE.
NACE International
1440 South Creek Drive
Houston, TX 77084
www 0ace©_ry
23°1t °228 F2f 0
References
014313-6

NAIMA
North Ai
Manufacturers Association
44 Canal Center Plaza. Suite
310
Altsx'ar" Ctr( a, '.,,`? ?;.i 14
a.airna.
784--0084
NBGQA
National Building Grranite
Quarries Association, Inc-
1220 L. St., NM Suite. 100-167
Washington, DC 20005
www,nbgga.Com
[phone]
NCAA
The Nations
Association
700 W. Washington Street
P.0, Box 6222
Indiana.pnlis, Ind ana 46206
6222
wvok ElcPa�©rc
(317) )174,3222
e Athletic
NCMA
National Concrete Masonry
Association
2302 Horse Pen Rd,
Herndon.. VA 2017'1'-3499
www ncma.org
[phone]
NCRP
National Council can Radiation
Protection and Measurement
7910 Woodrttont Ave., Suite'600
Bethesda. MD 20814-3095
www.n0r s;rnhne darn
[phone]
NEBB
National Enviironmenta6i
Balancing Bureau
8575 Grovemont Circle
Gaithersburg, MD 20877
www.nenbworq
(301) 97'7-3698
NECA
National'1 )e triccaI Contractors
Association
3 Bethesda Metro. Center, Suite
Bethesda, MD 20814
www.ne ianet rarq
[phone]
NELMA
Northeastern Lumber
Manufacturers Assoca
272 Tuttle Rd,
R.O. Box 87A
e r,
www.nelnaa,
720 7) 829 3901
NEMA
National Electrical
Manufacturers Association
1300 N 1 "lib St., Suite 1647
Rosslyn„ VA 22209
www,nenna.,or�c
[phone]
NETA
International Electric
Association
P.O. Box 687
106 Stone St,
Morrison„ G,0 80465
www.netaworld org
(303) 69'7.8441
Town of Harrisburg, NC
Bradford Park. Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.00„Hl
sting
NFHS
National Federation of State
High School Associations
P.C) Box 6e90
1'tdianopolis, Indiana 46206
www. nth s, o rq
(317) 9724900
NFPA
National Fire Protection
Association
One Batterymarch Park
P.O. Box 9101
Quincy, MA 0.2 2k il, c lt1
www,n'fk?�l.org
(800) 344 .3555
(617) ti 77 0.3000
NFRC
National fenestration Ratin
Council
13t t Spring St,.
SHY: Spring, MD 20910
www.nfrc, rg
[phone]
NIBS
National lnstitrate of :Building
Sciences.
1090 Vermont Ave., NW, Suite
700
Wash irrsgtc>n, DC 20005 4905
www.nibs ,orq
[phone]
NIST
National tnstitnciards
and Technology
100 Bureau Dr., MS 21 0
Gaithersburg, MD 20899-2150
References
014313 7

NLA
National time Association
200 North Glebe Rd., Soite 800
Arlington, VA 72203
wvvw.lime,orq,
[phone]
NLGA
National L,urnber Grades
Authority
#406-First Capital PI,
960 Quayside Dr.
NeW V',/estminster: BC V3M 6G2
CANADA
www,nlga,orig
[phone]
NOFMA
National Oak Mooring
Manufacturers Association
P.0, Box 3009
Memphis.. TN 38173-0009
iwww.nokna,or_g
[phone]
NOMIVIA
National Ornamental and
Miscellaneous Metals
532 Forest Pkwy., Suite A
Forest Park., GA 30297
www ,no alma ,.orq
[phone]
NPCA
National Paint and Coatings
Association
1500 Rhode Island Ave_ NW
Washington, DC 20005
www„paint,om
(202) 46243272
NPCA
National Precast Concrete
Association
10333 N Meridian St, Ste, 272
Indianapolis IN 46290-1081
www.precastorg
[phone]
NRCA
National Rooting Con motor -
Association
O'Hare International Center
10255 Higgins Rd., Suite 600
Rosemont, IL 60013
www.roof ine,
[phone]
NSF
NSF International
RC), Box 13014.0
Ann Arbor, MI 48713-0140
wwwnsj,orq
[phone]
[phone]
NSPI
National Spa and Pool Institute
2111 Eisenhower Ave.
Alexandria, VA 22314
www, nesnapoot, o
[phone]
NTMA
National Terrazzo and Mosaic
Association
"I 10 E, Market St„, Suite 200-A
Leesburg, VA 20176
wwwntma.com
[phone]
[phone]
Town of Harrisburg, NC
Bradford Park Purnp Stations Abandonment & Steeplechase Sewer Lines
WKD Project 'Number: 20120187.00.H1
NUCA
National Utility Contractors
Association
4301 North Fairfax Dr,, Suite
360
Arlington, VA 22203-1627
mivw . n y ea ,com
[phone]
PCA
Portland Cement Association
5420 Old Orchard Rd.
Skokie. IL 600'77
vAvw,cement,org
[phone]
PCI
Precast/Prestressed Concrete
Institute
.209 W. Jackson Blvd.
Chicago, IT 60806-6938
'i)A1"divi.v,ilciti (2[9._
[phone]
PDCA
Painting and Decorating
Contractors of America
3913 Old Lee Hwy, Suite 33-B
Fairfax, VA 22030
www.pdca.com
[phone]
PDI
Plumbing and Dr
45 Br(stot Dr.
South Easton, MA 02375
www.PDIonline,on_
[phone]
e ns1itu1e
References
01 43 13 - 8

PEI
Petroleum Equipment Ineti
P.O. Box 2380
Tulsa, OK 74101-2380
wwrw.peiarc
PTI
Post
10
e
1717 W. Northe,m Ave,. Suite:
114
Phoe,all: . a35021
www post-tenssioninq.ojg
[phone].
RCSC
Research r":;nurlciE ;
Connections
www.boltcounciLorq
RIS
The Red -nod I'
Service
630 J Stree,t
Eureka. CA 95501
[phone]
p
lion
SCAQMD
South Coast Air ;Duality
Management District
21865 E. Copley Dr,
Diamond Saar, CA 91 765
www,cypi essinfo.or_q
1800)288-7664
(909) 396-:1C00
SCMA
Southern Cypress
Manufacturers. Associattrar't
400 Penn Center Blvd #530
Pittsburgh, PA '15235
www.cypressinf'o_orcq_
[phone]
SDI
Steel neck institute
P.0, box 2'
Fox River Grove, it, 60021
wwv_uA org
G` 343) 4(32-1930
SDI
Steel Door Institute
30200 Detroit Rd.
Cleveland, OH 44145-196.7
www.steeldoor oig,
[phone]
SIGMA
Sealed In ulat r g ;Mass
Manufacturers Association
401 N. Michigan ,Ave.
Chicago, IL 60o11
meonline.drg
(312) 644-6t310
SJI
Steel Juist insstitrltr
3127 10th Ave., North Ex1.
Myrtle Beach, SC 295 7 7-6760
[phone]
SMACNA
Sheet Metal and Air Conditioning
Contractors.'
National Associatkon
4201 Lafayette Center Dr.
Chantilly, VA 20'151-1209
www,smacna.oj
[phone]
SPIB
Southern Pine Inspection
Bureau
4709 Scenic Hwy
Pensacola, Pg
www,s r 2..,org
[phone]
4--90.94
Town of Harrisburg, N(.;
Bradford Park Pump Stations Abandonment & Steeplechase Sewer lines
WKD Project Number: 20120187.003HT
SPRI
Srrrtlt 4 F €y Roofirlc3 Irs t;itt
200 Reservoir St , 300 A
Needham, MA 02494
7�.
444. 0242
SSPC
". iPC: The S sr rety for
Protective Coat
41) 24th St.. 6th Floor
Pittsburgh 00 15222 46
www.sspcaarg
(8.00) 837-83.03
[phone]
ST1
Steel Tank Institute
570 Oakwood Rd
Latwe ur'soll. IL 60047
wvww.steeltank.cor
[phone]
SWI
Steel bir'rticv Institute
13.00 Sumner Ave.
Cleveland, OH 44115- 2851
www,steelwindows.coirn
[phone]
SW RI
Sealant. Waterproofing and
Restoration institute
2841 Main St.
Kansas City, MO 64108
www.swrionline.orq
[phone]
TCA
Tile Goun
f Amer
100 Clemson Research Blvd.
Anderson, S.C. 29625
www.tileusa,com
[phone]
References
01 43 13 -9

CIA/1
Aetect
steritithietottat
rwv.tsrararr
Alliance
tuts r tt.rr
(BOO) Ott - t 7
1
Underw it r t al r rtttt
t ttr st a'a Rd
Northbrook, IL rj aft ?_209
wpw,utcom
USGBC
1 . Green Build g Cot
.1015 t th St., NW. SuitWashington. DC 20036
v.u„bemcr
i b li r , NC
adErard Park Purrxp Stations Abandonment
WKL) project Number: 20120 187.00.H1
Cat
Bureau
"v',rdnt'ow and Door
Association
0 k. Tautly fly Ave, Suite 470
60018
d'`t`il rno k t"
tenadatLAV
.irtt rt kt tls rt kcr,ccac a
a r t} t ,a'tt4 7 820
spy Listed)
Pry Wive
Vilest
vu.WcOd arkirt tt
t i t 3:72t9943.
ItPA
Western "No Products
522 S" ath s.att a It
" taa orq
224-3930
SECTION
,ND OF
tpie
e Sees<e

SECTION Wl 60 00
PRODUCT REQUIREMENTS
PART '1 GENERAL
1, 1. SECTION INCLUDES
A. Products.
B. Product delivery- requirements.
C. Product storage and handling requirements..
I). Product options.
E. Product substitution procedures.
1.2 PRODUCTS
A. Furnish products of qualified. manufacturers suitable for intended use. Furnish products of each
type by single manufacturer unless specified otherwise.
B. Do not use materials and equipment removed from existing premises, except as speeifica
permitted by Contract Documents.
C. Furnish interchangeable components from s. e manufacturer for components being replaced.
1.3 PRODUCT DELIVERY REQUIREMENTS
A. Transport and handle, products in accordance with manufacturer's instructions.
R. Promptly inspect shipments to ensure products comply with requirements, q
and products are undamaged,
an
es
Provide equipment and personnel to handle products by me .cods to prevent soiling;
disfigurement, or damage.
e correct,
1.4 PRODUCT STORAGE AND HANDLING REQUIREMENTS
A. Store and protect products in accordance with manufacturers' instructions.
B. Store with seals and labels intact and legible.
C. Store sensitive products in weather tight, c➢irnate controlled, enclosures in an environment
favorable to product.
D. For exterior storage of fabricated products, place on sloped supports above ground.
Town of Harrisburg, NC Product Requirements
Bradford .Pais. Pump Stations Abandonment & Steeplechase Sewer Lines 01 60 00 -
WKD Project Number 20120187„001 1

Cover products subject to deterioration itlt taper eious she coverin . Provide entilation tt
prevent condensation and degradation of products
Store loose granular rnaterials ctlr solid flat sin well drained area. Prevent nriirt with
foreign matter:
C. Pro -id equipment and personnel to store products by rnethods to prevent so
or damage.
n
Arrange storage of products to permit access for inspection. Periodically inspeci
products are undamaged and are maintained in acceptable condition.,
1.5 PRODUCT OPTIONS
distigurerne t
c e
A. Products Specified by Reference Standards r r by Description Only; Any product meeting those
standards or description,
f . Products Specified by Naming One or More Manufacturers with Provision for Subs
Submit request for substitution for any manufacturer not named in accordance with tEre followi
article.
1.6 PRODUCT SU BST1TUTION PRC CEII)I.JR ES
A. Instruction to Bidders specify time restrictions for trlrmittng requests for Substitutions during
bidding period to requirements specified in this section.
PART " 2 PRODUCTS - Not lased
PART TEXECLFfION 2 ""cat t.ised
END OF SECT ON
Town of Harris e, N(`
Bradford Park Pump Stations Abandonment Steeple a,
W1(1) Project utther; 201201 7,00.141
,fines
Pms1 u Requimments
016000-2

SECTION 01 70 00
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
SUMMARY
A. Section includes the following:
1. Closeout procedures.
2. Final cleaning.
3. Protecting installed construction.
4. Project record documents.
1.2 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with Contract Documents and ready for
Engineer's review.
B. Provide submittals to Engineer required by authorities having jurisdiction.
C. Submit final Application for Payment identifying total adjusted Contract Sum, previous
payments, and sum remaining due.
FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
B. Clean equipment and fixtures to sanitary condition with cleaning materials appropriate to surface
and material being cleaned.
C. Clean site; sweep paved areas, rake clean landscaped surfaces.
D. Remove waste and surplus materials, rubbish, and construction facilities from site.
1.4 PROTECTING INSTALLED CONSTRUCTION
A. Protect installed Work and provide special protection where specified in individual specification
sections.
B. Provide temporary and removable protect' tn for installed products. Control activity in immediate
work area to prevent damage.
Prohibit traffic from landscaped areas.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.00.H1
Execution and. Closeout Requirements
O1 70 00 - 1

1.5 PROJECT RECORD DOCUMENTS
n on site one set of the following record documents. record actual rewis
Drawings.
Specifications..
Addenda.
Change Orders and other modifications to the contract:
5. Reviewed Shop Drawings, Product Data, and Samples.
Manufacturer's instruction for assembly, installation, and adjusting..
Ensure entries are co
plete and a
Le, enabling future referene
by Owner:
C. Store record documents separate from loci meats used for construction.
D. Record inform tion concurrent with construction progress, not less than weekly.
E. Specifications: legibly mark and record at each product section description ref actual products
Installed, including the following.:
1. Manufacturer's name and product model and nurrrber.
Product substitutions or alternates utilized.
Changes made by Addenda and rrrodifications.
Record Drawings and Shop Drawings: Legiblyn ark each he to record actual coast
including.
1. Measured depths offoundations in relation to finishfirst floor datum.
Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
Measured locations of internal utilities and appurtenances concealed in constructio
referenced to visible and accessible features of the Work.
Field changes of dimension and detail.
Details not on original Contract drawings;
G. Submit documents to Pngin
PART 2 PRODUCTS Not Used
PART 3 EXECUTION Not Lined
Town of Harrisbur. NC
Bradford Park Pump Stations Abandoument
W1.1) Project ?'umber; 201201 7.00.HI
p
END OF S CTION
Ames
cctio
Execution and CIcs-out Requirernents
01

SECTION 02 41 16
STRUCTURE DEMOLITION
PART l GENERAL
1.1 SUMMARY
A. Section Includes:
1. Demolishing designated structures.
2. Demolishing designated slabs -on -grade.
3. Demolishing, disconnecting, and capping designated utilities.
4. Removing designated items for reuse and Owner's retention.
5. Removing and disposing demolished materials.
B. Related Sections:
1. Section 31 23 1.6 — Excavation and Fill NC.
2. Section 31 25 13 — Erosion Control.
3, Section 00 31 00 — Available Project Information.
1.2 REFERENCES
A. NCDOT Standard Specifications:
l . Standard Specifications for Roads and. Structures, January 2012, published by the North
Carolina Department of Transportation.
UNIT PRICE — MEASUREMENT AND PAYMENT
A. Structure Demolition:
1. General: Work of this Section
Lump Sum Unit Cost for demo
1.4 SUBMITTALS
not be measured for payment but is included in the
n performed.
A. Section 01 33 00 — Submittal Procedures: Requirements for submittals.
B. Shop Drawings: Indicate locations and construction of barricades, fences, and other temporary
work.
C. Submit copy of permits required by regulatory agencies for demolition.
1.5 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
B. Project. Record Documents: Accurately record actual locations of capped utilities and
subsurface obstructions.
Town of Harrisburg, NC Structure Demolition
Bradford Park Pump Stations Abandonment & Steeplechase Sewer i,lnes 02 41 16 -1
WKD Project Number: 20120187,O0.HI

1.6 Q AI ITY ASSURANCE
A. Conform to applicable codes for demo ion of structures, safety of adjacent
control, runoff control, and disposal of debris.
ores: dust
I3. Conform to applicable codes and regulations for procedures when hazardous or contanrrinated
materials are discovered.
C. Obtain required pe authorities having jurisdiction.
D. Perform Work in accordance with Section 210 and 215 of the NCDOT Standard Speei eations
January 20 12.
1.7 QUAL IFI AT'IONS'
A. Demolition Firm: Company specialising. in perforting work of
years documented experience<
SCHEDULING
II G
section w
A. Section 01 30 00 r Administrative Requirements& Requirernents for scheduling.
I. Schedule Work to coincide with nea
h mini3 u
etion and interconnection of gravity sew
1. PROJECT CONDITIONS
A. Buildings indicated to be del nolished,are not occupied.
3. Owner assumes no responsibility for actual condition of buildings to be demolished.
C. Hazardous Materials: Remove hazardous
of this Section.
1) Do not sell demi haled rnate ri .l on -site.
PART 2 PRODUCTS - Not Used.
PART 3 EXECUTION
EXAMINATION
ate
als before demolition. Refer to Paragraph ,4
A. Examine existing buildings indicated to be demolished before beginning Work.
fete fine where removals may result ira structural deficiency or unplanned building collapse
during demolition. Coordinate demolition sequence and procedures to prevent structures from,
becoming unstable,
Verify hazardous rraaterial abater
'1 own o f } E i ,burg, ,
Bradford Park Pump Stations Abandonrne
WKI) Project umber. 20 20t87,00.1r1
er
s complete b
pie ha Sever L. ine
oI
beginning detrrolition,
re D 'm 1ition
02 4116-2

3.2 PREPARATION
A. Call Local Utility, Line. Information service designated on Drawings not less than three working
days before performing Work,
1. Requ.est that underground utilities be located and marked within and surrounding
demolition areas.
B. Notify affected utility companies before starting work and comply with utility's requirements.
C. Do not close or obstruct roadways, sidewalks, and hydrants without proper permits.
D. Erect and maintain temporary barriers and security devices, including warning signs and tighis,
fencing and similar measures for protection of the Owner and the general public.
33 DEMOLITION REQUIREMENTS
A. Use of explosives is not permitted.
B. Conduct demolition to minimize interference with vehicular and pedestrian traffic.
C.. Conduct operations with minimum interference to public or private accesses to occupied nearby
structures, Maintain access to and egress from adjacent structures at all times..
D. Obtain written permission from adjacent property owners when demolition equipment will
traverse, infringe upon, or limit access to their property.
E. Sprinkle Work with water necessary to minimize dust. Provide hoses and water connections
required for this purpose.
F. Keep adjacent streets and parking areas free of mud and debris.
3.4 DEMOLITION
A. Demolition of the Bradford Park Pump Station #2:
I. A copy of a Record Drawing illustrating the Bradford Park PS 42 is included for
Contractors' reference in Section 00 31 00 "Available Project Information".
2. Demolition activities shall not commence, nor shall removal or disconnection of equipment
and services occur, until such time the new gravity sewer bypass line has been constructed,
tested and made operational. Coordinate all proposed activities at the pump station site in
advance with both the Owner and the Engineer.
3. Items not scheduled for demolition:
a. The existing building shall remain.
b. Electrical service to the existing building shall remain,
c. Iron rod fencing shall remain,
d. Water service and appurtenances shall remain,
4. The Contractor shall demolish and/or remove and properly dispose of all pump station wet
well materials, piping, mechanical and electrical equipment and miscellaneous items to the
minimum extent described below. Demolition and disposal of construction materials and
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187,00111
Structure Demolition
024116-3

equipment not scheduled for salvage shall be -performed in strict accordance with all
applicable local, state and federal codes and regulations.
a. Before continuing with demolition, Contractor shall pump to newly installed gravity
sewer using an approved method of pumping to prevent spills, or retain the services of
a licensed and insured sewage pumping/hauling firm to :remove and properly dispose
of wet -well contents including sewage stored in the existing force main.
b. Disconnect and remove electrical service to the pump station. Remove all mechanical
and electrical equipment., devices and appurtenances, including but not limited to the
following: control panel; power supply panel; conduits and wiring; relays and
switches.
1) EXCEPTION:: Contractor shall remove intact, clean and deliver to the Owner the
(two) pumps and motor assemblies and the control panel.
c. Remove steel hatch; demolish and remove reinforced concrete pad, all around.
d. Excavate, disconnect and cap existing underground gravity sewer and force main at
points five feet beyond the wet well, vent line and appurtenances. Contractor shall
exercise due care to avoid spillage of contents.
e. Remove (two) submersible pumps from wet -well, Remove baffles, shields, conduit
and miscellaneous hardware from within.
f. Demolish and remove reinforced concrete wails ofet weli to a depth of seven feet
below the previous existing ground level.
g. Fill the remaining wet -well structure with sand or a flowable fill (Contractor's option).
h. Fill and grade all excavated areas and voids with clean earth, free of debris, placed
and compacted as directed in Section 31 23 16 - Excavation and Fill. Finished grade
shall blend into existing terrain surrounding the pump station site, leaving no abrupt
changes in elevation,
i. Stabilize disturbed areas by seeding, fertilizing and -mulching, and surround site with
sediment fence to eliminate runoff. Install fencing and other sediment control
requirements in accordance with Section 31 25 13 - Erosion Control.
j. Conduct a final policing of the area and remove any remaining debris,
B. Demolition of the Bradford Park Pump Station 41
1, A copy of a Record Drawing illustrating the Boundary Street Pump Station is included for
Contractors' reference in Section 00 31 00 .--. Available Project information.
2 Demolition activities shall not commence, nor shall removal or disconnection of equipment
and services occur, until such time the new gravity sewer bypass line has been constructed,
tested and made operational. Coordinate all proposed activities at the pump station site in
advance with both the Owner and the Engineer.
3. The Contractor shall demolish and/or remove and properly dispose of all construction
materials, piping, mechanical and electrical equipment and miscellaneous items to the
minimum extent described below. Demolition and disposal of construction :materials and
equipment not scheduled for salvage shall be performed in strict accordance with all
applicable local, state and federal codes and regulations.
a. Expose, disconnect and cap existing underground gravity sewer d force main at
points five feet beyond the wet well.
b Disconnect electrical service to the pump station at the existing meter. Coordinate
termination. of existing. service and provisions for new service with Duke Energy.
c. Remove all pipes, fittings and valves„
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number; 20120187,0011
Structure Demolition
024116-4

d. Remove all mechanical and electrical equipment, devices and appurtenances,
including but not Limited. to the following; control panel; power supply panel; conduits
and wiring; relays and switches.
1) EXCEPTION; Contractor shall remove intact, clean and deliver to the Owner the
(two) pumps and motor assemblies and the control panel.
e. Before continuing with demolition, Contractor shall pump to newly installed gravity
sewer using an approved method of pumping to prevent spills, or retain the services of
a licensed and insured sewage pumping/hauling firm to remove and properly dispose
of septic wet -well contents including sewage stored in the existing force main.
f Remove steel hatch; demolish and remove reinforced concrete top.
g. Remove air relief lines and other such piping from wet -well. Remove baffles, shields,
conduit and miscellaneous hardware from within. Permanently plug the 8" influent
line and the 4" discharge line.
h. Demolish. and remove reinforced concrete walls of wet -well to a depth of five feet
below the surrounding grade.
1. Fill the remaining wet -well structure with sand or a flowable fill (Contractor's option).
Fill excavated areas with clean earth, free of debris, placed and compacted as directed
in Section 31 23 16 - "Excavation and Fill". Finished grade shall blend into existing
terrain surrounding the pump station site, leaving no abrupt changes in elevation.
1, Stabilize disturbed areas by seeding, fertilizing and mulching, and surround site with
sediment fence to eliminate runoff.
L. Conduct a final policing of the area and remove any remaining debris.
C, Continuously clean up and remove demolished materials from site. Do not allow materials to
accumulate on site.
D. Do not burn or bury materials on site. Leave site in clean. condition.
END OF SECTION
Town of Harrisburg, NC Structure Demolition
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 02 41 Iti - 5
WKD Project Number: 201220187:00.111

THIS PAGE INTENTIONALLY LEFT BLANK
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
M) Project Number: 20120187,00 HI
Structure 13ernolition
02 41 16 - 6

SECTION 31 1.1 00
CLEARING AND GRUBBING
PART 1 GENERAL.
l.l SUMMARY
A. Section Includes:
I. Clearing and Grubbing
1.2 REFERENCES
A. NCDOT Standard Specifications:
1. Standard Specifications for Roads and Structures, January , published by the North
Carolina. Department of Transportation.
UNIT PRICE - MEASUREMENT AND PAYMENT
A. Clearing and Grubbing:
1. General: Work of this Section will not be measured for payment but is included in the
Lump Sum Unit Cost for clearing and grubbing performed.
1.4 DEFINITIONS
A. Caliper: Diarneter of a trunk measured by a diameter tape at 4'-6" above the ground or DBIHI
(diameter at breast height). (Standard as defined by the ISA - international Society for
Arboriculture),
1,5 QUALITY ASSURANCE
A. The Contractor shall obtain, at his own expense, all necessary permits pertaining to clearing and
grubbing work not already secured by the Engineer. The Contractor shall then provide a copy
of any and all required permits to the Engineer.
B. Comply with State and local code requirements when disposing of trees, shrubs and all other
materials removed under this Specification Section. Coordinate all clearing work with utility
companies as necessary.
C. Perform Work in accordance with Section 200 of the NCDOT Standard Specifications
2012.
Town of Harrisburg, NC
Bradford Park Pump Stations A.bandonmen.t & Steeplechase Sewer Lines
WkD Project Number: 20120187.00.1-1
anua
Clearing and Grubbing
311100-1

PART 2 PRODUCTS
2.1 MATERIALS
A. Topsoil shall be considered to mean original surface soil, typical of the area, which is capable of
supporting native plant growth, and shall be free of large stones, roots, brush, waste
construction debris and other undesirable material.
Provide all materials and equipment required to complete all. clearing and grubbing in
accordance with this Specification Section.
PART 3 EXEC t TION
3,1 EXAMINATION
A, Section 01 30 00 - Administrative Requirements: Verification of existing conditions before
starting work.
B. Verify existing plant life designated to remain is tagged or identified.
C. ldentify waste area or salvage area for placing removed materials when materials are indicated to
remain on site.
3.2 PREPAR.ATION
A. Call local utility line information service indicated on Drawings not Tess than three working days
before performing Work,
1. Request underground utilities to be It c-ated and marked within and surrounding construction
areas.
B. Contractor shall stake the area to be cleared and flag all individual trees to be removed.
3.3 PROTECTION
A, Locate, identify, and protect from damage utilities indicated to remain.
B. The Contractor shall exercise caution to protect and maintain all existing utilities and
underground works which are to remain. Any existing utilities or underground works which are
to remain. that are disturbed during construction shall be repaired or replaced at the Contractor's
expense.
C. Protect existing trees, shrubs and bushes located outside the clearing limits from damage for the
life of this Contract.
D. Protect bench marks and survey control points from damage or displacement.
E. Contractor shall clear the staked or indicated area of all objectionable materials. Trees
unavoidably falling outside the specified limits must be cut up, removed, and disposed of in a
Town of Harrisburg, NC
i rtdtirrct Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD 'Project Number: 20 t'201 F37,00.H1
Clearing atnd Grubbing
311100-2

satisfactory manner. In order to minimize damage to trees that are to be left standing, trees shall
be felled toward the center of area being cleared. The Contractor shall preserve and protect from
injury all trees not to be removed.
3.d CLEARING AND GRUBBING
A. Clearing and grubbing shall be performed in areas as called for on the plans, the limits of which
shall coincide with the construction limits, not to exceed the limits of the Owner's property or
utility easements.
B. Clearing and grubbing shall consist of clearing the surface of the ground of the designated areas.
of all trees, stumps, down timber, logs, snags, brush, undergrowth, hedges, heavy growth of grass
or weeds; fences, structures, debris, and nebbish of any nature; natural obstructions or such
material which, in the opinion of the Engineer, would impede or interfere with construction,
including the grubbing of stumps, roots, matted roots and foundations; and the disposal from the
project site of all spoil materials resulting from clearing and grubbing.
C. All holes remaining after the grubbing operation in embankment areas shall have the sides broken
down to flatten out the slopes, and shall be filled with acceptable material, moistened and
properly compacted,
3.5 DISPOSAL
A. The Contractor shall properly dispose of all cleared materials at his expense, in conformance with
all applicable local and state laws and ordinances,
B. The Contractor shall bear all expenses to obtain a suitable disposal area, haul to the disposal area,
pay disposal fees, and dump at the disposal area.
C. Burning of logs, stumps, roots, and other material on the site will not he permitted.
D. Chipping of brush materials is permitted. However, the contractor shall bear all costs associated
with chipping of brush material and disposal of the resultant chips at an approved location.
END OF SECTION
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer
WKD Proiec:t. Number: 20 V 20 t 87.00AI
in g and Crubhing
s t 3 t 00 - 3

THIS PAGE INTENTIONAL Y I,P T BLANK
1"c)11 of Harrisburg, NC
Bradford Park Pump Stations Abandonnme c t to piecfha Sewer L ines
KD Project Number: 2 11201 °7 0f1.H1
Clearing n and Grubbing
31 11 00- 4

SECTION 31 23 17
TRENCHING
PART 1 GENERAL
SUMMARY
A. Section Includes:
1. Excavating trenches for utilities and utility structures.
2. Bedding.
3. Backfilling and compacting to subgrade elevations..
4. Sheeting and Shoring.
5. Dewatering.
6. Compa.cting backfill material,
B. Related Sections:
1. Section 31 23 16 - Excavation and Fill NC: Topsoil and subsoil removal. from site surface..
2. Section 31 23 18 - .Rock. Removal: Removal of rock found during excavating.
3. Section 31 25 13 —Erosion Controls: Controlling sediment and erosion from Work of this
section,
4. Section 33 31 00 - Sanitary Utility Sewerage Piping: Sanitary sewer piping and bedding.
1.2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. General: Work of this Section will not be measured for payment but is included in the unit cost
for the various utilities and structures installed. (Exception: Paragraphs G and K below.)
B. Trench Excavation: Will not be measured for payment,
C. Bedding: Will not be measured for payment.
D, Subsoil Fill: Will not be measured for payment.
E. Foundation Stone: Will not be measured for payment.
F. Granular Fill: Will not be measured for payment,.
G. Stone Stabilization: Will only be measured for payment when rigid pipe (DIP), as specified in
Section 33 31 00 — Sanitary Utility Sewerage Piping, is installed in rock or wet soil areas.
1, Basis of Measurement: Per Cubic Yard.
Sheeting and Shoring: Will not be measured for payment.
Dewatering: Will not be measured for payment.
Geotextile Farbric: Will not be measured for payment.
Rock Removal: Refer to Section 31 23 1.8.
Town of Harrisburg, NC
Bradford Park Pump Stations. Abandonment & Steeplechase Sewer Lin
WKI) Project Number: 20120187,00111
Trenching
31231.7-1

1.3 REFERENCES
A. American Association of State Highway and Transportation Officials:
1.. AASHTO T1.80 - Standard Specification for .Moisture -Density Relations of Soils Using a.
4.54-kg (10-1b) Rammer and a 45.7-mm (I 8-in.) Drop.
B. ASTM International:
1. ASTM D1557 - Standard Test Method for Laboratory Compaction Characteristics of Soil
Using Modified Effort (56,000 ft: lbfitf° (2,700 kN-m/m )).
2ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the
Rubber ,Balloon Method.
3. ASTM D2487 — Standard Practice for Classification of Soils for Engineering Purposes
(Unified Soil Classification System).
4_ ASTM D6938 — Standard Test Method for In -Place Density and Water Content of Soil and
Soil -Aggregate by Nuclear Methods (Shallow Depth).
C. NCDOT Standard Specifications:,
1. Standard Specifications for Roads and Structures, January 2012, published by the North
Carolina Department of Transportation.
1.4 DEf1NITIONS
A. Utility: Any buried pipe, duct, conduit, or cable.
B. Utility Structures: Manholes, catch basins, inlets, valve vaults, hand holes, and other utility
access structures as indicated on Drawings.
C. Trench Terminology:
1. Foundation: Area under bottom of trench supporting bedding.
2. Bedding: Fill placed under utility pipe.
3. [launching: Fill placed from bedding to center line of pipe.
4_ Ir tidal Backtill: Fill place from center fine to 6 to 12 inches above top of pipe.
5. Final Backfll: Fill placed from initial ba,ckfill to subgrade.
1..5 QUALITY ASSURANCE
A.. Perform. Work in accordance with Section 1505 ofNCDOT Standard Speciifications.
1.6 FIELD MEASUREMENTS
A. Verify field measurements prior to fabrication.
1.7 COORDINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify Work associated
orver elevation utilities is complete before placing higher elevation
Town of Harrisburg, NC Trenching
Bradford Park Purnp Stations Abandonment & Steeplechase Sewer :Lies 31 23 17 - 2
W KI) Project Number: 20120187.00.111

PART 2 PRODUCTS
BACKFI.LL MATERIALS
A. Subsoil Fill: Clean natural soil with a plasticity index of 15 or less that is free of clay, rock, or
gravel lumps larger than 2 inches in any dimension; debris; waste; frozen material; and any other
deleterious material that might cause settlement. Suitable material excavated from the site may
be used as subsoil fill under optimum. moisture conditions.
B. Granular Fill: Clean sand, slightly silty sand, or slightly ela ey sand having a Unified Soil
Classification. of SW, SP., SP-SM or SP-SC.
C. Foundation Stone and Stone Stabilization: Clean course aggregate Gradation No. 57 comfort
to Sections 1005 and 1006 of the NCDOT Standard Specifications, January 2012.
D. Bedding and Haunchitrg Material:
1- Rigid Pipe: Granular Fill..
2. Flexible Pipe: Foundation Stone.
E. Bedding for Structures: Foundation Stone.
Initial Backfill to 6 inches Minimum Above' Utility:
l . Rigid Pipe: Subsoil Fill.
2. Flexible Pipe: Foundation Stone.
G. Final Backfill to Subgrade:
l . Under Pavement: Granular Fill.
Under Landscape: Subsoil Fill,
2-2 ACCESSORIES
A. Geotextile Fabric: Non -woven, non -biodegradable conforming to Section 1056 ofthe tNCDOT
Standard Specifications for Type 1 Engineering Fabric.
PART 3 EXECUTION
3.1 PREPARATION
A. Call local utility line information service indicated on Drawings not less than three working days
before performing Work.
1. Request underground utilities to be located and ;narked within and surrounding construction
areas.
B. Identify required lines
s
ontours, and datum locations.
C. Protect plant i fe, lawns, rock outcropping, and other features remaining as portion of final
landscaping.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment sYc Steeplechase Sewer Lines
WKD Project Number: 201201 87.00,Ht
Trenching
312317-3

D. Protect bench marks,, existing structures, fences, sidewalks, paving, and curbs from excavating
equipment and vehicular traffic,
E. Maintain and protect above and below grade utilities indicated to remain.
F. Establish temporary traffic control and detours when trenching is performed in public right-of-
way. Relocate controls and reroute traffic as required during progress of Work.
LINES ANI) GRADES
A, E„
1,
v ate to lines and grades indicated on Drawings.
Owner reserves right to make changes in lines, grades, and depths of u
are required for Project conditions.,
changes
Use laser -beam instrument with qualified operator to establish lines and grades.
3.3 TRENCHING
.. Excavate subsoil required for utilities,
B. Remove lumped subsoil, boulders.. and rock up of 1/3 cubic yard, measured by volume. Remove
larger material as specified in Section 31 23 18 — Rock Removal.
C. Perform excavation within 48 inches of existing utility service in accordance with utility's
requirements.
D. Do not advance open trench more than 200 feet ahead of installed pipe.
E. Remove water or materials that interfere with Work.
F. 'French Width: Excavate bottom of trenches maximum 16 inches wider than outside diameter of
pipe or as indicated on Drawings.
G. Excavate trenches to depth indicated on Drawings. Provide unrfora and continuous bearing and
support for bedding material and pipe.
Maintain vertical faces to an elevation equal to 12 inches above top of pipe.
I, When Project conditions permit, side walls may be sloped or benched above this elevation.
2, When side walls cannot be sloped, provide sheeting and shoring to protect excavation as
specified in this Section.
Support Utilities and. Structures:
1, Keep trench width at top of trench to pra
utility lines
2. Support utilities crossing trench by means acceptable to utility company_
3. Do not interfere with 45-degree bearingsplay of foundations.
4. Provide temporary support for structures above and below ground.
Tc wn of Harrisburg, NC
Bradford Park Pomp Stations Abandonment & steeplechase Sewer Cs
WKD Project Number: 20120187.00,1-l1
tical min
um to protect adjacent or crossing
Trenching
31 23 17 4

When subsurface materials at bottom of trench are loose or soft, excavate to firm subgrade or to
depth directed by Engineer.
l . Cut out soft areas of subgrade not capable of compaction in place.
2, Backfill with foundation stone and compact to density equal to or greater than requirements
for subsequent backfill material.
K. Trim Excavation: Hand trim for bell and spigot pipejoints where required. Remove loose
matter.
Correct areas over excavated areas with compacted backfill as specified for authorized excavation
or replace with fill concrete as directed by Engineer.
M, Place geotextile fabric over trench foundation stone prior to placing subsequent bedding
materials.
3.4 SHEETING AND SHORING
A. Sheet, shore, and brace excavations to prevent danger to persons, structures, and adjacent
properties and to prevent caving, erosion, and loss of surrounding subsoil.
B. Support trenches more than 4 feet deep excavated through unstable, loose, or soft material.
Provide sheeting, shoring, bracing, or other protection to maintain stability of excavation.
C. Design sheeting and shoring to be removed at completion of excavation work unless approved by
Engineer.
D. Repair damage caused by failure of the sheeting, shoring, or bracing and for settlement of filled
excavations or adjacent soil.
Repair damage to new and existing Work from settlement, water, or earth pressure or other
causes resulting from inadequate sheeting, shoring, or bracing.
3.5 SURFACE WATER CONTROL
A. Control and remove unanticipated water seepage into excavation.
B. Provide ditches, berms, and other devices to divert and drain surface water from excavation area
as specified in. Section 31 25 13 --- Erosion Controls,
C. Divert surface water and seepage water within excavation areas into sumps or settling basins prior
to pumping water into drainage channels and storm drains.
3.6 DEWATERING
A. Design and provide dewatering system to permit Work to be completed on dry and stable
subgrade.
B. Operate dewatering system continuously until backfill is minimum 2 feet above normal ground
water table elevation.
Town of Harrisburg, NC
Bradford Park Pump Stations Ahandonrnent Steeplechase Sewer Lines
WKD Project Number: 20120187.00,M
Trenching
3t2317-5

C. When dewatering system cannot control water within excavation, notify Engineer and stop
excavation work.
Supplement or modify dewatering system and provide other remedial measures to control
water within excavation.
2. Demonstrate dewatering system operation complies with performance requirements before
resuming excavation operations,
D. Modify dewatering systems when operation causes or threatens to cause damage to new
construction, existing site improvements, adjacent property, or adjacent water wells,
Discharge ground water and seepage water within excavation areas into sumps or settling basins
prior to pumping water into drainage channels and storm drains.
F. Remove dewatering and surface water control systems after dewatering operations are
discontinued.
3.7 BEDDING, HAUNCHING, AND INITiAL BACKFILL
A. Place bedding full width of trench to the depth indicated on Drawings and compact to 95 percent
maximum density. Excavate for pipe bells..
B. install utility pipe and conduit in accordance with the respective utility section.
C. Support pipe uniformly along entire length of pipe,
D. Carefully place haunching material to center of pipe, rod and tamp material to fill voids and
provide uniform support of pipe haunches. Compact to 90 percent maximum density.
E. Carefully place initial backfill to 6. inches above top of pipe or to depth indicated on Drawings.
Compact to 95 percent maximum density,
3.8 FINAL BACK:FILLING TO SUBGRADE
A. Backfill trenches to contours and elevations with unfrozen fill materials.
B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over
porous, wet, frozen, or spongy subgrade surfaces,
C. Place fill material in continuous layers and compactaceordance with schedule at end of this
Section.
D. Employ placement method that does not disturb or damage utilities in trench or foundation
perimeter drainage.
E. Maintain optimum moisture content of fill materials to attain required compaction density.
F. Do not leave open trench overnight or unattended.
G. Protect open trench to prevent danger to the public.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.00111
Trenching
312317-6

3.9 DISPOSAL OF EXCESS MATERIAL
A. Dispose of excess material offsite and legally.
3.10 TOLERANCES
A. Section 01 40 00 - Quality Requirements: Tol
arc
B. Top Surface of Backfilling: Plus or minus 1 inch from required elevations.
FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field inspecting, testing, adjusting, and balancing.
B. Perform laboratory material tests in accordance with ASTM D1557 or AASHTO T180.
C. Perform in place compaction tests in accordance with the fallowing:
1. Density Tests: ASTM D2167 or ASTM D6938.
2. Moisture Tests: ASTM D6938.
D. When tests indicate Work does not meet specified requirements, remove Work, replace, compact,
and retest.
E. Frequency of Tests: Two tests per lift for every 1,000 feet oftrenclt.
PROTECTION OF FINISHED WORK.
A. Section 01 70 00 - Execution and Closeout Requirements: Protecting finished work.
B. Reshape and re -compact fills subjected to vehicular traffic during construction.
SCHEDULE OF COMPACTION
A. Under Pavement and Slabs:
1. Granular Fill in maximum 8-inch loose lifts.
2, Compact to minimum 95 percent maximum density except the top 12 inches.
3. Compact top 12 inches to minimum 98 percent maximum density.
Under Landscape Areas:
1. Subsoil Fill in maximum 8-inch loose lifts.
2. Compact to minimum 90 percent maximum density.
C. In Unstable or Unsuitable Trench Foundation Areas:.
1. Foundation Stone in maximum l2-innch loose lifts.
2. Compact to '98 percent maximum density.
END OF SEC ON
Town of Harrisburg, NC Trenching
Bradford Park Pump Stations Abandonment. & Steeplechase Sewer L°roes 31 23 17 - 7
WKD Project Number: 20120187.00.HI

THIS PAGE INTENTIONALLY LEFT BLANK
Town of flatTisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer lines
WKI) Project Number: 20120187.00,H1
Irene:hi/1g
31 23 17 - 8

SECTION 31 23 1.8
ROCK REMOVAL
PART 1 GENERAL
1.] SUMMARY
A. Section Includes:
1. Removing identified and discovered rock during excavat
2. Expansive tools to assist rock removal:
.3. Explosive tools to assist rock removal.
B. Related Sections:
1. Section 31 23 17 - Trenching: Excavating and backfilling for utilities.
UNIT PRICE - MEASUREMENT AND PAYMENT
A. Rock is not expected to be discovered on this Project. If found,, remove as specified for payment
by Unit Prices:
B. Rock Removal:
1. Basis of Measurement for Trenches: By cubic yard calculated to maximum trench width and
maximum depth of 6 inches below bottom of pipe measured before disintegration and
removal.
2. Basis of Measurement for Structures: By cubic yard calculated to maxitnum 12 inches
below subgrade and 24 inches beyond the vertical plane of the structure,
3. Basis of Payment: Includes preparation of rock for removal, explosive and mechanical
disintegration of rock, removal from position and loading, and removing from site. No
payment will be made for over excavated work or for replacement materials:
13 REFERENCES
A. National Fire Protection Association:
1. NFPA 495 - Explosive Materials Code.
lA DEFINITIONS
A. Rock: Solid mineral material with volume in excess of 1/3 cubic yard or solid material that
cannot be removed with 3/4 cubic yard capacity excavator without drilling or blasting.
1.5 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Survey Report: Submit survey report on conditions of buildings near locations of rock removal
by explosives.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 201.20187MA
Rock Removal
31 23 18 - i

1.6 QUALITY ASSURANCE
A. Perform work in accordance with NFPA 495 — Explosive Materials Code.
B. Seismic Survey Finn: Licensed company specializing in seisrnic surveys with :five years
documented experience.
C. Explosives Firm: Company specializing in explosives for disinte ra
documented experience.
1.7 PROJECT CONDITIONS FOR USE OF EXPLOSIVES
A. Conduct survey and document conditions of buildings near 1
blasting; photograph existing conditions identifying existing
n of rock with five yea
ttions of rock removal prior to
egu1arities.
B. Advise owners of adjacent buildings or structures, in writing, prior to executing seismographic
survey. Explain planned blasting and
c operations.
C. Obtain seismic survey prior to rock excavation to determine maximum charges that can be used at
different locations in area of excavation without. damaging adjacent properties or other work.
1.8 SCHEDULING
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions,
B. Schedule Work to avoid disruption to occupied buildings nearby and to avoid interruption of
traffic during heaviest travel periods,
PART 2 PRODUCTS
?.1 MATERIALS
A. Conform to NFPA 495 Explosive .Materials Code.
B. Explosives, Delay Devices, and Blast Mat Materials: Type recommended by explosive firm
following seismic survey and required by authorities having. jurisdiction.
C. Mechanical Disintegration Compound: Grout mix of materials that expand on curing.
PART 3 EXECUTION
3,1 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify site conditions and note subsurface irregu,laxitie affecting Work of this Section.
'Town of Harrisburg, NC
Bra.dt'ord Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number 20120187.O0.1-11.
Rock Removal
31. 23 18-2

3,2 PREPARATION
A. Identify required lines levels, contours, and datum.
3,3 ROCK REMOVAL 13Y MECHANICAL METHOD
A. Excavate and remove rock by mechanical method,
1. Drill holes and use expansive tools, wedges, and mechanical disintegration compound to
fracture rock.
B. Cut away rock at bottom of excavation to form level bearing.
C. Remove shaled layers to provide sound and unshattered base for footings and foundations.
D. In utility trenches, excavate to 6 inches below invert elevation of pipe and 16 inches wider than
pipe diameter.
Remove excavated materials
Correct unauthorized rock removal in accordance with backfiil!ling and compacting requirements
of Section 31 23 17 a.a Trenching.
3.4 ROCK REMOVAL BY EXPLOSIVE METHODS
A. When rock is uncovered requiring explosives method for rock disintegration, notify Engineer
prior to executing as follows.
B. Provide seismographic monitoring during progress of blasting operations.
C. Drill blasting holes within 12 feet of finished .slope.
D. Disintegrate rock and remove from excavation.
E. Remove rock at excavation bottom to form level bearing.
F. Remove shaled layers to provide sound and unshattered base for footings and foundations.
G. In utility trenches, excavate to 6 inches below invert elevation of pipe and 16 inches wider than
pipe diameter.
H. Remove excavated material from site.
Correct unauthorized rock removal in accordance with backfe.11ing and compacting requirentent
of Section 31 23 17 — Trenching.
Notify Owner, Engineer and affected parties in writing 72 hours in advance of using explosives,
including.
1. Horne owners.
2- Schools
Town of Harrisburg. NC
Bradford Park Pump Stations Abandonment
WKi) Project Number: 201201.87.00.HI
Steeplechase Sewer Lines
Rock Removal
31231.8-3

3, Fire department.
4. Rescue,
5,, Emergency management.
6, 1„oeal Law Enforcement department
7.. NC Department of Transportation,
8, Railroads,.
3.5 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field inspecting, testing, adjusting, and balancing,
Et. Request visual inspection of foundation bearing surfaces by Engineer and inspection agency
before installing subsequent work„
END OF SECTION
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Seer 1,ines
WKD Project Number, 20120187,00J11
Rork Removal
31 23 18 4

SECTION 31 23 19
DEWATERING
PART 1 GENERAL
1.1 SUMMARY
A. ,Section Includes:
I „ Dewatering system.
2. Surface water control system.
3. System operation and maintenance.
�l. Water disposal.
B. Related Sections:
1. Section 31 23 1'7 - Trenching: Trenching for utilities below ground water table.
2. Section 31 25 13 - Erosion Controls: Surface water runoff control.
UNIT PRICE - MEASUREMENT AND PAYMENT
A. General: Work of this Section will not be measured for payment, but is included in the unit cost
for the various utilities and structures installed.
DEFINITIONS
A. Deatering includes the following:
1. Lowering of ground water table and intercepting horizontal water seepage to prevent ground
water from entering trenches.
2. Reducing piezometric pressure within strata to prevent failure or heaving of trenches.
3. Disposing of removed water.
B. Surface Water Control: Removal of surface water within open excavations.
I SYSTEM DESCRIPTION
A. Provide dewatering and surface water control systems to permit Work to be completed on dry and
stable subgrade.
1. Install well points to dewater strata as necessary.
1.5 PERFORMANCE REQUIREMENTS
A. Design dewatering systems to:
1. Lower water table within areas of excavation to permit Work to be completed on dry and
stable subgrade.
2. Prevent loss of fines, quick condition, or softening of foundation subgrade.
3. Maintain stability of trenches.
B. Design surface water control systems to:
1. Collect and remove surface water and seepage enteri
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment &
WKD Project Number: 20120187.00 HI
wep{eehase Sewer Lines
g
xcavation.
Dewatering
312319-1

S1 I MEI TADS
A. Section 01 33 )0 - Submittal Procedures: Rei uirem nts for submittals.
B. Product Data: Submit data for each ofthe Polio
Pumping equipment for control of surface wweater wvitbitn excovation.
QC AlµCPI(ATION S
A. Installer: Company, spcciali in in perform -in work of firm sent ieari and responsible for design,
operation, and maintenance of &watering system.
1. Assume sole responsibility for dewatering and surface water control systems and fat loss o
damage resulting troth partial or complete failure of protective measures and seor
resultant damage caused by ground water control operations:
COORDINATION
A. Se ;tion 0 30 00 Adr ini trat "e Requirements: Requ
B. Coordinate
substrate.
1. Trenehira for utilities specified in Section 31 23 1 .
PART PRODUCTS
I CTS
o permit tlie;followi
2.1 l EWATER1Nni I QUIPMENT
A. Select de at
g
eme
nstruetion operations to be co
ring quipmen t o meet speeific project requi ertae its:
PART 3 EXECUTION
.l EXAMINATION
A. Section 01 30 00 - Administrat ve Requireren
starting wwork®.
Verificatio
P
ed can dry stable
ofexisting s onditions before
Call I..ocal Unlit I irre Inforraiation serviee three working days before performing Work.
f : Request underprrtund utilities to he located and marked within and surrounding consultcurt
areas.
2 PREPARATION
Protect existing adjacent build ngs, structures, and improvements from damage caused by
dewatering operations.
N"on t of Harrisburg, NC
Bradford Park Pump Stations Abandonment &
WKi) Project Number: 20120187.00.111
ng
312319-2

3.3 DEWATERING SYSTEM
A. Locate system components to allow continuous dewatering operations without interfering with
installation of permanent Work and existing public rights -of -way, sidewalks, and adjacent
buildings, structures, and improvements.
3.4 SURFACE WATER CONTROL SYSTEM
A. Provide ditches, berms, and other devices to divert and drain surface water trom excavation area
as specified in Section 31 25 13 - Erosion Controls.
B. Divert surface water and seepage water within excavation areas into sumps and pump water into
drainage channels, storm drains and settling basins in accordance with requirements of agencies
having jurisdiction.
C. Control and remove unanticipated water seepage into excavation.
3.5 SYSTEM OPERATION AND MAINTENANCE
A. Conduct daily observation of dewatering system. Make required repairs and perform scheduled
maintenance.
B. When dewatering system cannot control • ithin excavation, notify Engineer and stop
excavation work.
1. Supplement or modify dewatering system and provide other rernedial measures to control
water within excavation.
2. Demonstrate dewatering system operation complies with performance requirements before
resuming excavation operations.
C. Modify dewatering and surface water control systems when operation causes or threatens to cause
damage to new construction, existing site improvements, adjacent property, or adjacent water
wells.
3.6 WATER DISPOSAL
A. Discharge water into existing storm sewer system, drainage channels and settling basins.
3,7 SYSTEM REMOVAL
A. Remove dewatering and surface water control systems after dewatering operations are
discontinued.
B. Repair damage caused by dewatering and surface water control systems or resulting from failure
of systems to protect property.
Town of Harrisburg,. NC Dewatering
Bradford Park Purnp Stations Abandonment & Steeplechase Sewer Lines 312319-3
WKD Project Number: 201.20187,00,111

3.8 F IEL D QUALITY CONTROL,
, After dewatering system is installed, perform pumping test to determine when selected pumping
cite lowers water level below pump intake. Adjust pump speed, discharge volume, or both to
ensure proper operation of pump:
END OFSECTIt N
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonm nt Ste pl
WKI} Project Number: ber: 201 018 ,0013I
I)cwaterir
31 3 19 4

SECTION 31 25 13
EROSION CONTROLS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes installing, maintaining and removing:
1. Silt Fence.
2. Temporary Construction Entrances.
3. Diversion Channels,
B. Rip Rap.
1. Stone Check Danis.
2. Inlet Protection.
3. Site Stabilization.
C. Related Sections:
1. Section 31 1.1 00 - Clearing and Grubbing.
2. Section 31 23 19 - Dewatering.
3. Section 31 37 00 - Riprap.
4. Section 32 92 19 - Seeding.
1.2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. General: Work of this Section will not be measured for payment' but is included in the Lump
Sum Unit Cost for the erosion control measures installed.
REFERENCES
A. NCDENR Erosion and Sediment Control Planning and Design Manual.
B. NCDOT Standard Specifications:
1. Standard Specifications for Roads and Structures, January 2012,.published by the North.
Carolina Department of Transportation.
1.4 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Product Data: Submit data on geotextiles, posts and woven wire.
C. Closeout Submittals: Section 01 70 00 - Execution and Closeout Requirements: Requirements
for submittals.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.06.1-11
Erosion Controls
312513-1.

1.5 QUALITY ASSURANCE
A. Perform Work in accordance with Division 16 of NCDOT Standard 'Specifications and the
NCDENR Erosion and Sediment Control Planning and Design Manual.
1.6 PRE INSTALLATION MEETINGS
A. Section 01 30 00 Administrative Requirements: Pre -installation meeting.
13. Convene minimum one week prior to commencing work of this Section.
PART 2 PRODUCTS
GEOTEXTILE MATERIALS
A, Engineering Fabric Materials: Non -biodegradable conforming to Section 105E of NCDOT
Standard Specifications:
1. Silt Fence: Type 3, Class A or .13 Engineering Fabric,
?. Under Rip Rap or Construction Entrances: Type 2 Engineering Fabric.
2.2 STONE, AGGREGATE, AND SOIL MATERIALS
A. Stone for Sediment Trap and. Check Dam: Class 13 erosion control stone conforming to Section
1042 of the NC.DOT Standard Specifications. Minimum size 5 inches, midrange size 8. inches,
and maximum size 12 inches equally distributed.
B. Stone for Rip Rap: Class 1 erosion control stone conforming to Section 1042 of the NCDOT
Standard Specifications, Minimum size 5 inches, midrange size 10 inches, and maximum size 17
inches equally distributed..
Washed Stone: Coarse aggregate, Gradation No. 57 conforming to Section 1005 and 100E of the
NCDOT Standard Specifications.
D. Aggregate for Construction Entrance: Coarse aggregate, Gradation No. 4 or larger with
maximum size of 3 inch, conforming to Sections 1005 and 1.006 of the NCDOT Specifications.
E. Soil Fill: Clean natural sail with a plasticity index of 15 or less that is free of clay, rock, or gravel
lumps larger than 2 inches in any dimension; debris; waste; frozen material, and any other
deleterious material that might cause settlement. Suitable material excavated from the site may
be used as soil fill under optimum moisture conditions,
2.3 PLANTING MATERIALS
A. General: Conform to North Carolina Board of Agriculture rules and regulations as specified in
Section 1060 of NCDOT Standard Specifications for seed, agricultural ground limestone,
fertilizers, and mulch.
Temporary Seed Mixture: Refer to Section 322 92 19 - Seeding
`T"own of FTardsburg, NC
Bradford, Park Pump Stations Abandonment 8t Steeplechase Sewer Lines
WKD Project Number: 2012'0187.00.W
Erosion Controls
31 25 13 - 2

C. Fertilizer: Commercial grade; recommended for grass.
D. Lime: ASTM C602, Class 0 agricultural ground limestone containing a minimum 80 percent
calcium carbonate equivalent.
Mulch: Oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry.
Hay or chopped cornstalks are not acceptable.
2.4 ACCESSORIES
A. Posts for Silt Fence and Inlet Protection: Steel posts 5 feet long, 1-3/8 inches wide, minimum
weight 1.25 Ibs/ft. conforming to Section 1605 of NCDOT Standard Specifications.
B. Woven Wire Fence for Silt Fence: Minimum 32 inches high, minimum 5 horizontal wires,
vertical wires spaced 12 inches apart, minimum. 10 gage top and bottom wires, and minimum 12-
1/2 gage; all other wires conforming to Section -1605 ofNCDOT Standard Specifications.
C. Attachment Devices for Silt Fence: No: 9 staple, minimum 1-1/2 inches long, or other approved
attachment devices.
D. Hardware Cloth for In Protection: 24 gage, I/4-inch mesh opening hardware cloth.
PART 3 EXECUTION
3.1 EXAMINATION
A. Section 01 30 00 - Admit Administrative Requirements: Verification of existing conditions before
starting work,
B. Verify compacted subgrade is acceptable and ready to support devices and imposed loads.
C. Verify gradients and elevations abase or foundation for other work are correct.
3.2 SILT FENCE
A. Install in accordance with Section 1605 of NCDOT Standard Specifications at locations shown on
Drawings.
B. Use wire fence with Class A fabric.
C. Class B fabric may be used without woven wire backing subject to the following:
1. Fabric is approved by Engineer.
2. Maximum post spacing is 6 feet.
3. Posts are inclined toward runoff source not more than 20 degrees from vertical.
3.3 TEMPORARY CONSTRUCTION ENTRANCES
A. Excavate and compact subgrade as specified in Section 31 23 16 — Excavation and. Fill NC.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WK© Project Number: 20120187.00.t31
Erosion Controls
312513-3

B. Install construction entrances to the dimensions and locations as shown on Drawings. Minimum
thickness is 6 inches.
C. Mound aggregate near intersection with public road to prevent site runoff entering road.
D. Periodically dress entrances with 2-inch thick course aggregate when aggregate becomes clogged.
with soil.
E. Clean m.ud and debris from construction vehicles tires before allowing exit from project site into
public street.
F. Wash .mud and sediment from streets as necessary.
3.4 DIVERSION CHANNELS
A. Excavate channel. as specified in Section 31 23 16 — Excavation and Fill NC.
B. Windrow excavated material on low side of channel.
C. Compact to 95 percent maximum density.
D. On entire channel area, apply soil supplements and sow seed as specified in Section 32 92 19 -
Seeding.
E. Mulch seeded areas with hay as specified in Section 32 92 19 - Seeding.
3.5 SEDIMENT TRAPS
A. Clear site as specified in Section 31 11 00 - Clearing and Grubbing.
B. Place coarse aggregate or rock at outlet as indicated on Drawings,
C. Place geotextile fabric as specified for rock lining.
D. Mulch seeded areas with hay as specified in Section 32 92 19 - Seeding.
E. Clean trap of accumulated sediment when directed but no less than when trap is half full of
sediment.
3.6 ROCK LINING (RIP RAP)
A. Excavate to depth of rock lining as indicated on Drawings or nominal placement thickness as
follows. Remove loose, unsuitable material below bottom of rock lining and replace with suitable
material. Thoroughly compact and finish entire foundation area to firm, even surface.
B. Lay and overlay geotextile fabric over substrate. Lay fabric parallel to flow from upstream to
downstream. Overlap edges upstream over downstream and upslope over downslope. Provide a
minimum overlap of 3 feet. Offset adjacent roll ends a minimum of 5 feet when lapped. Cover
fabric as soon as possible and in no case leave fabric exposed more than 4 weeks.
Town of Harrisburg, NC Erosion Controls
Bradford. Park Pump Stations A.handonment & Steeplechase Sewer Lines 31 25 13 - 4
WKD Project Number: 201201€17,00.H1

C. Carefully place rock on geotextile fabric to produce an even distribution of pieces with rninirnu
of voids and without tearing geotextile.
D. Unless indicated otherwise, place full course thickness in one operation to prevent segregation
and avoid displacement of underlying. material, Arrange individual rocks for uniform
distribution,
3.7 STONE CHECK DAM
A. Determine length required for ditch or depression slope and excavate, backfill, and compact
foundation area to firm, even surface.
B. Place Class B erosion control stone in an even distribution of rock pieces with minimum voids to
the indicated shape, height, and slope.
C. Construct washed stone filter blanket against upstream face of stone heck dam, to the thickness
indicated on Drawings.
3.8 INLET PROTECTION
A. Install four posts around drainage structure and attach hardware cloth as indicated on Drawings.
B. Place Class B erosion control stone at base of fabric and mound at approximately 2:1,
C. Place washed stone filter blanket on upstream side(s).
3.9 SITE STABILIZATION
A. incorporate erosion control devices indicated on the Drawings into the Project at the earliest
practicable time.
B. Construct, stabilize, and activate erosion controls before site disturbance within tributary areas of
those controls.
C. Stockpile and waste pile heights shall not exceed 35 feet. Slope stockpile sides at 2:1 or flatter.
D. Stabilize any disturbed area of affected erosion control devices on which activity has ceased and
which will remain exposed for more than 20 days.
1. During non -germinating periods, apply mulch at recommended rates.
2. Stabilize disturbed areas which are not at finished grade and which will be disturbed within
one year in accordance with Section 32 92 19 - Seeding at 75 percent of permanent
application rate with no topsoil.
3. Stabilize disturbed areas which are either at finished grade or will not be disturbed within
one year in accordance with Section 32 92 19 — Seeding permanent seeding specifications.
E. Stabilize diversion channels, sediment traps, and stockpiles immediately.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 2012018700,H1
Erosion Controls
31 25 13 - 5

3.10 FIELD 1UALITY CONTROL
A. Section 01 40 00 v Quality Reguiret eats: Field inspecting, testing, adjusting, and balancing
Inspect erosion control devices on a vveekly basis and after each runoff event. Make necessary
repairs to ensure erosion and sediment controls are in good working order.
.11 I EANINCi
A. Section 01 70 00 - Execution and Closeout Requir nnents Requirements for cleaning.
B. When sediment accumulation in sedimentation structures has reached a point one-half depth o
sediment structure or device, remove and dispose of sediment.
C. Do not damage structure or device during cleaning operations.
D. Do not p it sediment to erode into construction or site areas or natural w'at et ayes.
E. Clean channels when depth edime reaches approxiunately one-halfchannel depth
Town o Ilarrisburg, NC
Bradford Park Pump stations Abandonme
WK1) Project Number: 20 1201 87 00, HI
END OF SECTION
'steeplechase e+

SECTION 31 37 00
RIPRAP
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
1. Excavating, backfilling, and compacting subgra.de.
2. Placing geotextile.
3. Placing loose riprap.
4. Removing excess material from site.
B. Related. Sections:
1„ Section 31 23 17 - Trenching.
2. Section 31 25 13 - Erosion Controls.
UNIT PRICE - MEASUREMENT AND PAYMENT
A. Riprap: Will not be rneasured for payment.
REFERENCES
A. NCDOT Standard Specifications:
1. Standard Specifications for Roads and. Structures, January 2012, published by the North
Carolina Department of Transportation.
1.4 SUBMITTALS
A. Section 01 33 00 - Sub n ittal Procedures: Requirements for submittals.
13. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
1.5 QUALITY ASSURANCE
A. Furnish each aggregate material from single source throughout the Work.
B. Perform. Work in accordance with Section 876 of NCDOT Standard Specifications, January 2012.
PART 2 PRODUCTS
2.1 MATERIALS
A. Field stone or rough hewn quarry stone conforming to Section 1042 of NCDDT Standard.
Specifications, January 2012..
1, Class 1 Riprap: Minimum size 5 inches, midrange size 10 inches, and maximum size 17
inches equally distributed.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.00,ICI
Riprap
3 'I 37 00 - 1

2. Class 2 Riprap: Minimum. size 9 inches, midrange size 14 inches, and maximum size 23
inches equally distributed.
3. Class A Stone for Erosion Control: Minimum si �ze 2 inches, midrange size 4 inches, and
maximum, size 6 inches equally distributed.
4. Class 13 Stone for Erosion Control: Minimum size 5 inches,. midrange size 8 inches, and
maximum size 12 inches equally distributed.
B. Geotextile Fabric: Non -woven, needle punched, non -biodegradable, filter fabric conforming to
Section 1056 of the NCDOT Standard Specifications for Type 2 Engineering fabric,
PART 3 EXECUTION
3.1 EXAMINATION
A. Section 01 30 00 - Aduninistrative Requirements: Verification of existing conditions before
starting work.
B. Do not place riprap over frozen or spongy subgrade surfaces.
3.2 PLACEMENT
A. Excavate to depth of riprap as indicated on Drawings. Remove loose, unsuitable material below
bottom of rock lining and replace with suitable material. Thoroughly compact and finish entire
foundation area to firm, even surface.
Lay and overlay geotextile fabric over substrate. Lay fabric parallel to flow from upstream to
downstream. Overlap edges upstream over downstream and upslope over downslope. Provide a
minimum overlap of 3 feet. Offset adjacent roll ends a minimum of 5 feet when lapped. Cover
fabric as soon as possible and in no case leave fabric exposed more than 4 weeks.
C. Carefully place rock on geotextile fabric to produce an even distribution of pieces with minimum.
of voids and without tearing geotextile.
D. Unless indicated otherwise, place full course thickness in one operation to prevent segregation
and to avoid displacement of underlying material. Arrange individual rocks for uniform
distribution.
E. Remove excess stone and soil from site,
END OF SEC ION
Town of Harrisburg, NC Riprap
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 31 37 Oa - 2
WKD Project Number: 20120187.00 1lt

SECTION 32 11 23
AGGREGATE BASE COURSES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
1, Aggregate base course on a prepared subgrade.
B. Related Sections:
1. Section 32 12 16 - Asphalt Paving: Binder and finish asphalt courses.
2. Section 33 05 14 — Public Manholes and Structures: Frames and Lids penetrating aggregate
base course.
1..2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. General: Work of this Section will not be measured for payment but is included in the Unit Cost
for the asphalt paving installed.
1.3 REFERENCES
A. American Association of State ➢-lighway and Transportation Officials:
➢ . AASHTO T➢ 80 - Standard Specification for Moisture -Density Relations of Soils Using a
4.54-kg (10-pound) rammer and a 457-mm (18-inch) drop.
B. ASTM International:
1. ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the
Rubber Balloon Method.
2. ASTM D6938 --- Standard Test Method for In -Place Density and Water Content of Soil and
Soil -Aggregate by Nuclear Methods (Shallow Depth).
C. NCDOT Standard Specifications:
1. Standard Specifications for Roads and Structures, January 2012,.published by the North
Carolina Department of Transportation.
1,4 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Samples: Submit to testing laboratory 10-pound sample of each type of aggregate in airtight
containers.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with Section 520 of NCDOT Standard Specifications.
B. Furnish each aggregate material from single source throughout the Work,
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 201201 g7.Oo.H1
Aggregate Base Courses
32 11 23 - 1

C. Use sources participating in NCDOT Aggregate Qua Quality Assurance/Quality Control Program.
PART" 2 PRODUCTS
2.1 MATERIALS
A. Aggregate Base Course: hoarse aggregate Type A or 13 with a gradation of ABC conforming to
Sections 1005, 1006, and 1010 of NCDOT Standard Specifications.
B. Fine Aggregate: Sand gradation 1S or 2S conforming to Sections 1005 and 1006 of NCDOT
standard Specifications..
PART 3 EXECUTION
1 EXAMINATION
,, Section 01 30 00"- Administrative Requirements Verify existing conditions before starting work.
B. Verify substrate has been inspected and gradients and elevations are correct and dry;
3.2 PREPARATION
A. Correct irregularities in substrate gradient and elevation by scarifying, reshaping, and
recompacting as specified in Section 31 23 1 u Excavation and Fill NC,
B. Do not place fill on soft, muddy, or frozen surfaces,
AGGREGATE PLACEMENT
A. Place aggregate in minimum 4-inch and maximum 10-inch layers and roller compact to specified
density. When total thicckness is 10 inches or less, place an one layer. When total thickness is
greater than l 0 inches, place in two equal layers.
B. Have each layer of material compacted and approved prior to placing succeeding layers.
Level and contour surfaces to elevations and gradients indicated on Drawings:
D. Add small quantities of fine aggregate to coarse a; negate as appropriate to assist compaction.
E. Maintain optimum moisture content offill ra aterials to attain required compaction density.
p, Use mechanical tamping equipment iii areas inaccessible to roller compaction equipment.
3.4 TOLERANCES
A, Section 01 40 00 - Quality Requirements: Tolerances,
B. Max
u
Variation from Thickness; 112 inch.
I'l>vvn of l ¢arr i sburk NC
Bradford Park Pump Stations Abandonment & Stecpled
WKD Project Number; 2012018Ti0 HI
e Sewct
Ag,rgr
ase Coin
321123-2

C. Maxin urn"Variation from Elevation: l /2 inch.
5 5 FIELD QUALITY CONTROL
A. Section 1 40 00 - Quality Reeluirernents. Independent
adjusting, and bal nein ;
B. Laboratory M
al Tests; Confoo
C. In -place Compaction Tests: Conform to.
l:. Density Tests: TM Del ti7, or ASTM 1 693 .
Moisture Tests: ASTM D6 38
E . Compaction:
100 percent of maxi
98 percent of maximu
eld inspecting, t
torAST1vI 1557 or AASHTO T1 80.
ured in -place by standard methods;
hen measured in -place by nuclear methods.
an tests indicate Work does nc
pecified require! erits, t ramve err ieplace and retest.
Frequency of Compaction Tests: TWO tests per layer for every 5,000 tons of aggregate base
course or portion thereof.
END OF SECT ION
Town ofHarrisburg, NC
Bradford Park Pump Stations Abandon
W .1D Project Number. 20120187.00 HI

S PAGE 1NTENTIONAI,LY LEST B1,ANK
I'uwn of Harrisburg, NC
Bradford Pali Pump Stations A emit anrncnt
KD Project Number: 20120187.0BM
ate base Courses
.32 ,1123-4

SECTION 32 12 16
ASPHALT PAVING
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
I. Asphaltic Concrete Paving: Surface, binder, and base courses.
2. Prime Coat and Tack Coat.
3. Surface Sealer.
4. Quality Control and Testing.
13, Related Sections:
1. Section 32 11 23 - Aggregate Base Courses: Compacted base for paving.
2. Section 33 05 13 - Manholes and Structures: Frames and lids in pavement.
1.2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. Asphalt Paving:
1. Basis of Measurement: By linear foot of utility trench.
2. Basis of Payment: Includes preparation of subgrade, aggregate base course, intermediate
course, surface course, placing, compacting and rolling, and testing.
1.3 REFERENCES
A. NCDOT Standard Specifications:
1. Standard Specifications for Roads and Structures, January 2012, published by the North
Carolina Department of Transportation.
1.4 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Manufacturer's Certification: Certify products are produced at a plant approved by NCDOT and
that products meet or exceed specified requirements.
C. Installer Certification: Certify installer is on list of NCDOT approved contractors with an
approved Quality Control Plan.
1.5 QUALITY ASSURANCE
A. PerformWork in accordance with Division 6 of NCDOT Standard Specifications.
B. Obtain materials from same source throughout.
C. Installer Qualification: Company specializing in performing work of this Section with mini
5 years' experience.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187,00+11
Asphalt Paving
32 12 16-1

1.6 ENVIRONMENTAL REQUIREMENTS
A, Do not place asphalt base course or intermediate course when ambient air or road surface
temperature is less than 35 degrees F. or surface is wet or frozen,
B. Do not place asphalt surface course when ambient air or road surface temperature is less that 50
degrees F. or wet.
C. Place bitumen mixture when temperature is not more than 15 degrees E. below tempera ure at
NA hen initially mixed and not more than maximum specified temperature.
PART 2 PRODUCTS
2.1 MA`EERIAL.S
A. Asphalt Plant J[ix 1 9aterials. Conform to Sections 1012 and 1020 of NCDOT Standard
Specifications:
B. Prime Coat and Tack Coat
Col or
to Sec
1020 of NCDOT Standard SPecifcati ans
C. Sand: Fine aggregate, gradattogradation S I or S2 conforming to Sections 1005 and 1006 of NCDOT
Standard Specifications.
2.2 ASPHALT PAVING MIX
A. General: Use Superpave mix design conforming to Section 610 o NCDOT Standard
Specifications.
B. Base Course; Type I-25.0B...
C. Intermediate Course. Type 1-19.01,.
1 . Surface Course: Type SE-9.5 A.
SOURCE, QUALITY CONTROL AND TESTS
A. Section 01 40 00 - Quality Requirements: Testing, inspection, and analysis requirements
B. Submit proposed mix design of each class of mix to testing lab for re rievv prior' to beginning
Work,
C. Obtain ate als from plant approved by NCDOT.
D. Test punt samples in accordance with Section 609 of NCDOT Standard Specifications.
Town of H arrisbar , NC
Bradford Park Pump Stations Abandonment . Steeplec
WKD Project Number: 20120187.00.H1
Asatialt Paving
12 16- 2

PART 3 EXECUTION
3.1 EXAMINATION
A. Verify compacted subgrade and aggregate base is dry and ready to support paving and imposed
loads.
B. Verify gradients and elevations of base are correct.
C. Verify utility structure frames and lids are installed in correct position and elevation.
3.2 PRIME COAT
A. Apply primer on aggregate base course at uniform rate of 0.2 to 0.5 gal/sq. yd. in accordance with
Section 600 of NCDOT Standard Specifications.
B. Apply primer to contact surfaces of curbs and gutters.
C. Use clean sand to blot excess primer.
3.3 TACK COAT
A. Apply tack coat on asphalt or concrete surfaces at uniform rate of 0.04 to 0.08 gallons/square yard
in accordance with Section 605 of NCDOT Standard Specifications.
B. Apply tack coat to contact surfaces of curbs and gutters.
C. Coat surfaces of utility structures with oil to prevent bond with asphalt pavement. Do not tack -
coat these surfaces,
3.4 PLACING ASPHALT PAVEMENT
A. Install Work in accordance with Section 610 and 620 of NCDOT Standard Specifications.
B. Place asphalt within 24 hours of applying prime coat or tack coat.
C. Place asphalt in courses to the thicknesses and dimensions shown on Drawings.
D. Place binder and intermediate courses.
E. Place surface course within 2 hours of placing and compacting binder course. When binder
course is placed more than 24 hours before placing wearing course, clean surface and apply tack
coat before placing wearing course.
F. Place surface course to thicknesses and dimensions shown on the Drawings.
a Compact each course by rolling to specified density. Do not displace or extrude pavement from
position. Hand compact in areas inaccessible to rolling equipment.
H. Perform rolling with consecutive passes to achieve even and smooth finish without roller marks.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187 00:HI
Asphalt Paving
32 12 16 - 3

TOLERANCES
.NCE
A. Density Compaction: Mini
Pe:
ent of Maximum Specific Gravity ().
B. Flatness: Maximum variation of 1l -inch measured with l O-foot straight edge.
C. Compacted Thickness:
D. Variation F
n'1/4-inch.
Indicated Elevation. `Tithin 1/ -inch.
3,6 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Independent testing firth, field testing and inspecting.
B. Perform Contractor Quality Control Program in accordance with Section 609 on NCDOT
Standard Specifications:
C. Take two (2) compaction tests at random locations dete fined by Engineer.
D. Take one (I) -inch diameter full depth pavement cores at location determined by Engineer.
When tests indicate Work does not meet specified requirements, r°e;
retest,
3.7 PROTECTION OF FINISHED WORK
A. Section 01 70 00 - Execution and Closeout Requirements Protect
g
York, replace, and
nished work.
B. Inrnediat ly after placement, protect pavement from mechanical injury f rr seven days or in
surface temperature is less than 140 degrees F.
Town of Harrisburg, N(
Bradford Park Pump Stations Abandonment & Steeplechase"Sewer Lines
WKD Project Number: 20120187.00E1
END F SECTION
Asphalt Paving
32 12 16 4

SECTION 32 92 19
SEEDING
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
1. Fertilizing.
2. Seeding.
.3. Hydroseeding.
4. Mulching.
5. Maintenance,
1.2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. Seeding:
1. General: Work of this Section will not be measured for payment but is included in the Lump
Sum Unit Cost for seeding and mulching performed.
1.3 REFERENCES
A. ASTM international:
1. ASTM. C602 - Standard Specification. for Agricultural Liming Materials.
B. NCDOT Standard Specifications:
1. Standard Specifications for Roads and Structures, January 2012, published by the North
Carolina Department of Transportation.
1.4 DEFINITIONS
A, Weeds: Vegetative species other than specified species to be established in given area.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with Section 1660 of NCDOT Standard Specifications.
1.6 QUALIFICATIONS
A. Seed Supplier: Company specializing in manufacturing products specified in this Section with
minimum 3 years' experience,
B. Installer: Company specializing in performing work of this Section with minimum 5 years'
experience.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Product storage and handling requirements.
Town of Harrisburg, NC Seeding
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 32 92 19 - 1
WKD Project Number: 20120187,00,M

B. Deliver grass seed mixture in sealed containers showing percentage of seed mix, germination,
inert matter and weeds; year of production; net weight; date of packaging; and location of
packaging. Seed in damaged packaging is not acceptable.
C. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of
manufacturer,
I .8 MAINTENANCE SERVICE
A, Section 01 70 00 - Execution and Closeout Requirements: Requirements for maintenance
service.
B. Maintain seeded areas immediately after placement until grass is well established and exhibits
vigorous growing condition for minimum of three cuttings.
PART 2 PRODUCTS
2. I TOPSOIL MATERIALS
A. Original surface soil typical of the area, which is capable of supporting native plant growth; free
of large stones, roots, waste, debris, contamination, or other unsuitable rnaterial, which may be
detrimental to plant growth; pH value of 5,4 to 7.0.
2.2 SEED MIXTURE
A. Furnish materials in accordance with North Carolina Board of Agriculture rules and regulations
as specified in Section 1660 of NCDOT Standard Specifications.
B. Seed Mixture and Rate: Refer to Drawings.
2.3 ACCESSORIES
A. Mulching Material: Oat or wheat straw, free from weeds, foreign matter detrimental to plant life,
and dry. Hay or chopped cornstalks are not acceptable.
B. Fertilizer: Commercial grade; recommended for grass; of proportion necessary to eliminate
deficiencies of topsoil, as indicated in analysis. When test is not available, use 10-10-10 mixture
of Nitrogen, phosphoric acid, and soluble potash.
C. Lime: ASTM C602, Class T or Class 0 agricultural limestone containing a minimum 80 percent
calcium carbonate equivalent.
D. Water: Clean, fresh and free of substances or matter capable of inhibiting vigorous growth of
grass.
E. Erosion Fabric: Jute matting, open weave.
F. Herbicide: As required to combat type of weeds encountered.
Town of Harrisburg, NC Seeding
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 32 92 19 - 2
WKD Project Number: 20120187.00,111

Stakes: Softwood lumber, chisel pointed.
14. String: Inorganic fiber.
PART 3 EXECUTION
3.1 EXAMINATION
A, Section 01 30 00 - Administrative Requirements: Verification of existing conditions before
starting Work.
13. Verify prepared soil base and topsoil are ready to receive the Work of this Section.
3.2 FERTILIZING
A. Apply lime at application rate recommended by soil analysis. Work lime into top 6 inches of soil.
B. Apply fertilizer at application rate recommended by soil analysis,
C. Apply after smooth raking of topsoil and prior to roller compaction.
D. Do not apply fertilizer at same tune or with same machine used to apply seed.
E. Mix fertilizer thoroughly into upper 2 inches of topsoil.
F. Lightly water soil to aid dissipation of fertilizer. Irrigate top level of soil uniformly.
3.3 SEEDING
A. Apply seed evenly in two intersecting directions at the rates shown above, Rake in lightly.
B. Do not seed areas in excess of that which can be mulched on same day.
C. Planting Season:
1. Piedmont. Region:
a. Fall: August 15 -a September 15.
b. Late Winter: February 15 — March 21.
D. Do not sow immediately following rain, when ground is too dry, or when winds are over 12 mph.
Roll seeded area with roller not exceeding 1121bsllinear foot.
F. Immediately following seeding and rolling, apply mulch to thickness of 1/8 inch. Maintain clear
of shrubs and trees,
G. Apply water with fine spray immediately after each area has been mulched. Saturate to 4 inches
of soil.
Town of Harrisburg, NC Seeding
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 32 92 19 - 3
WKD Project Number: 20120187.00.H'1

4 IlYDROSEEDING
A. Apply fertili,er, mulch and seeded slurry with hydraulic seeder at rate of 6 lbs per I.,000 square
feet evenly in one pass.
13. Apply water with fine spray immediately
inches of soil and marntatn moisture levels tvo
.5 SEED PROTECTION
a has been hydroseeded. Saturate to 4
ches.
Identify seeded areas with stakes and string around area periphery. Set string height to 12 inches.,
Space stakes at 5 feet on center.
E. Cover seeded shapes where grade is greater than 3 1l; l'°ith erosion fabric. Roll fabric onto
slopes without stretching or pulling.
C. Lay fabric smoothly on surface, bury top end of each section in6 inch deep excavated topsoil
trench. Overlap'edges and ends of adjacent rolls minimum 12 inches, Backfill trench and rake
smooth, level with adjacent soil.
D. Secure outside edges and overlaps at 3b inch intervals with stakes:
f , Lightly dress slopes with topsoil to ensure close contact betvween;fabric and soil.
1 At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum 6
inches,
3.6 MAINTENANCE
A. Mow grass at regular intervals to maintain at max um height of 2-1/2 inches. Do not cut more
than l /3 of grass blade at each mowing. Perform first mowing when seedlings are 40 percent
higher than desired height.
13. Neatly trim edges and hand clip where necessary.
C. lntanediately remove clippie
gs a
ng and trir►ttming. Do not let clippings lay in clumps.
D. Water to prevent grass and soil from drying out
Roll surface to remove minor depressions or
egular
Control growth of weeds, Apply herbicides. Remedy da
herbicides.
G. ediately reseed areas showing bare spo
Torun of Harrisburg, NC
Bradford Park Pump Stations Abandonni u
WKD Project Number 8121187.0.H1
age resu
ng trom
proper use of
Seeding
3;292194

14 Repair washouts or gullies.
Protect seeded areas with
"Town of';Harrisburg, NC
Bradford Park Pump Stations Abandonment
WKD Project Number: 20120187.00.1-1`
arising signs during maintenance period.,
Seeding
392 1 - 5

THIS PAGE INTENTIONALLY LEFT It
'bown of IIarris burg, NC Seeding
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 32 92 19 - 6
WM1 Project Number: 20120187,00. HI

SECTION 33 01 32
GRAVITY SEWER PIPE AND MANHOLE TESTING
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
1. Gravity Sewer Testing:
a. Low-pressure Air Test.
2. Deflection Testing of Plastic Piping.
3, Manhole Testing:
a. Vacuum Test.
B. Related Sections:
1. Section 31 23 1.7 - Trenching: Excavation, bedding and backfill requirements for trenching
required by this section. Pipe trenching, bedding, and backfill are covered in the earthwork
section.
2. Section 33 05 14 - Public Manholes and Structures,
3. Section 33 31 00 - Sanitary Utility Sewerage Piping.
1.2 REFERENCES
A. ASTM International:
1. ASTM C828 - Standard Test Method for Low -Pressure Air Test of Vitrified Clay Pipe
Lines.
2. ASTM C924 - Standard Practice for Testing Concrete Pipe Sewer Lines by Low -Pressure
Air Test Method.
3. ASTM C1244 - Standard Test Method for Concrete Sewer Manholes by the Negative Air
Pressure (Vacuum) Test Prior to Backfill.
4. ASTM D2122 - Standard Test Method for Determining Dimensions of Thermoplastic Pipe
and Fittings.
SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Submit the following prior to start of testing:
I. Testing procedures.
2. Testing sequence schedule.
3. Certification of test gauge calibration.
C. Test Reports: Indicate results of manhole and piping tests.
Town of Harrisburg, NC Gravity Sewer Pipe and Manhole 'Testing
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 33 01 32 - 1
WKD Project Number; 201.20187.00.H1

PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that manholes and piping are ready for testing.
B. Verify trenches are backfilled.
C. Verify pressure piping concrete reaction support blocking or mechanical restraint system is
installed.
3 2 SEWER LINE TESTING.
A. Each reach of sewer shall meet the requirements of the following acceptance tests. All defects
shall be repaired to the satisfaction of the Engineer.
B. Lamping. Unless otherwise indicated on the drawings, each section of sewer line between
manholes shall be straight and uniformly graded. Each such section will be la.mped by the
Engineer. The Contractor shall furnish suitable assistants to assist the Engineer. The
Contractor shall provide all equipment to assure that the manholes are properly ventilated in
compliance with confined space requirements prior to any personnel entering the manhole.
C. Low Pressure Air Testing.
1. For pipe 24 inches in diameter and less, low pressure air testing shall he used in lieu of
exfiltration testing.
2 Low pressure air testing shall comply with ASTM C828 for PVC pipe, and shall comply
with ASTM C924 for concrete pipe. The schedule of testing shall be submitted to the
Engineer prior to starting the tests. The time of conducting the tests shall be acceptable to
the Engineer.
3 The time elapsed for a one psi drop in air pressure from 4 psi to 3 psi shall be not less than
as shown in the following table:
AIR TEST TABLE
Based on equations from ASTM C-828
SPECIFICATION TIME (min. sec.) REQUIRED FOR PRESSURE DROP
FROM 4 to 3 PSIG
WHEN TESTING ONE PIPE DIAMETER ONLY
Length of
Line in
Feet
25
50
75
4
0:04
0:09
0:13
6
0:10
0:20
0:30
8
0:18
0:35
0:53
10
0:28
0:55
1:23
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplech.ase Sewer Lines
WKI) Project Number: 201.20187,00.HI
12
0:40
1:19
1:59
15
1:02
2:04
3:06
18
1:29
2:58
4:27
21
2:01
4:03
6:04
24
2:38
5:17
7:55
Gravity Sewer Pipe and Manhole Testing.
33 0 32 - 2

Length of
Line in 4 6
Feet.
10 12 15 18 21 24
100 0:18 0:40 1:10 1:50
2:38 4:08 5:56 8:05 10:34
125 0:22 0:50 1:28 2:18 3:18 5:09 7:26 9:55 11:20
150 0:26 0:59 1:46 2:45 3:58 6:11 8:30 9:55 11:20
175 0:31 1:09 2:03 3:13 4:37 7:05 8:30 9:55 11:20
200 0:35 1:19 2:21 3:40 5:17 7:05 8:30 9:55 11:20
225 0:40 1:29 2:38 4:08 5:40 7:05 8:30 10:25 13:36
250 0:44 1:39 2:56 4:35 5:40 7:05 8:31 11:35 15:07
275 0:48 1:49 3:14 4:43 5:40 7:05 9:21 12:44 16:38
300 0:53 1:59 3:31 4:43 5:40 7:05 10:12 13:53 18:09
350 1:02 2:19 3:47 4:43 5:40 8:16 11:54 16::1.2 21:1.0
400 1:10 2:38 3:47 4:43 6:03 9:27 13:36 18:31 24:12
450 1:19 2:50 3:47 4:43 6:48 10:38 15:19 20:50 27:13
500 1:28 2:50 3:47 5:15 7:34 11:49 17:01 23:09 30:14
4. The air test table has been prepared utilizing applicable equations from ASTM C-828. It is
based on an allowable air Toss of 0.0003 ft/min ft of internal pipe surface, a maximum air
loss per test section of 3.5 ft/min and a minimum significant air loss per test section of 2,0
ft/min (test sections of such length that an air loss of 3.5 ft/min would be exceeded using
the allowable loss of air per square foot of internal pipe surface may be tested in segments
where total air Toss would be between 2.0 and 3.5 ft/min). It applies when testing one pipe
only.
5. The air test may be dangerous if a line is improperly prepared. It is extremely important
that the various plugs shall be installed and braced in such a way as to prevent blowouts.
In so much as a force of 250 LBF (112 N) is exerted on an 8 inch (203 mm) plug by an
internal pipe pressure of 5 psi (34 kPa), it should be realized that sudden expulsion of a
poorly installed plug or of a plug that is partially deflated before the pipe pressure is
released can be dangerous. As a safety precaution, pressurizing equipment may include a
regulator or relief valve set at perhaps 10 psi (69 kPa) to avoid over -pressurizing and
damaging an otherwise acceptable line. No one shall be allowed in the manholes during
testing.
6. If the length of sewer to be tested is submerged or partially submerged in groundwater, the
test pressure shall be increased as required to overcome the actual static pressure exerted
by the groundwater. If a test pressure greater than 8 psi results, air testing shall not be
used, and exfiltration testing will be required.
7. Leaks shall be located by testing short sections of pipe. Leaks shall be repaired and the
reach of sewer retested.
D. Infiltration. All sewer lines below the water table shall be checked for infiltration. If, at any
time prior to expiration of the correction period stipulated in the General Conditions, infiltration
exceeds 100 gallons per inch of nominal diameter per mile of sewer per day, the Contractor
shall locate the leaks andmake repairs as necessary to control the infiltration. All visible leaks
in manholes shall be repaired.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187,00141
Gravity Sewer Pipe and .Mani. o'le Testing
33t1t32-3

Deflection. At least thirty days after backf lling is complete, and prior to acceptance of the
Work, each reach of sewer shall be checked for excessive deflection by pulling a mandrel
through the pipe, or by other methods acceptable to the Engineer. The mandrel shall be
cylindrical in shape and constructed with 9 evenly spaced artns. The critical dimension of the
mandrel shall have a /- 0.01 inch tolerance. Pipe with diametrical deflection exceeding 5
percent of the inside diameter shall he uncovered, and the bedding and backfill replaced to
prevent excessive deflection. Repaired pipe shall be retested.
TESTING MANHOLES
A. General: Test using air whenever possible prior to backflling to assist in locating leaks. Make
joint repairs on both outside and inside of joint to ensure peituanent seal. Test manholes with
manhole frame set in place.
B. Vacuum test in accordance with AST M C1244 and as follows:
1. Plug pipe openings; securely brace plugs and pipe.
2. Inflate compression band to affect seal between vacuum base and structure; connect
vacuum pump to outlet port with valve open; draw vacuum to 10 inches of Hg; close valve;
start test.
Determine test duration for manhole from the following table:
Test. Period
60 seconds
5 feet
6 feet
75 seconds
90 seconds
4. Record vacuum drop during test period; when vacuum drop is greater than 1 inch of Hg
during test period, repair and retest manhole; when vacuum drop of 1 inch of lig does not
occur during test period, discontinue test and accept manhole.
5. When vacuum test fails to meet 1 inch Hg drop in specified time after repair, repair and
retest manhole.
END OF SECTION
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.00.HI
Gravity Sewer Pipe and Manhole Testing
330132-4

SECTION 33 05 14
PUBLIC MANHOLES AND STRUCTURES
PART 1 GENERAL
SUMMARY
A. Section Includes:
1. Precast reinforced concrete manholes and structures with tongue-and-groovejoints with
precast concrete transition to frames; lids, grates, anchorage, and accessories.
2, Cast -in -place concrete.
3. Structure connections to existing public utility 1ittes.
4. Bedding and backfill materials.
B. Related Sections:
1, Section 31 23 17 Trenching: Excavating and backfiliing for manhole structures.
2. Section 33 01 32 - Gravity Sewer Pipe and Manhole Testing.
3. Section 33 31 00 - Sanitary Utility Sewerage Piping: Connections to manholes.
1.2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. Manholes:
1. Basis of Measurement: By each for various structure types, sizes, materials and depth of
bury.
2 Basis of Payment: Includes excavating, bedding, concrete structure sections, concrete
masonry structure construction, precast concrete transition to frame, frame and cover,
forming and sealing pipe inlets and outlets, backfifling, and testing.
REFERENCES
A. ASTM International:
1. ASTM A48 - Standard Specification for Gray Iron Castings.
2. ASTM C39 - Standard Test Method for Compressive Strength of Cylindrical Concrete
Specimens.
3. ASTM C55 - Standard Specification for Concrete Brick,
4. ASTM C478 - Standard Specification for Precast Reinforced Concrete Manhole Sections.
5. ASTM C497 - Standard Test Methods for Concrete Pipe, Manhole Sections, or Tile.
6. ASTM C857 - Standard Practice for Minimum Structural Design Loading for Underground
Precast Concrete Utility Structures.
7. ASTM C890 - Standard Practice for Minimum Structural Design Loading for Monolithic
or Section Precast Concrete Water and Wastewater Structures
8. ASTM C891 - Standard Practice for Installation of Underground Precast Concrete Utility
Structures.
9. ASTM C913 - Standard Specification for Precast Concrete Water and Wastewater
Structures.
10. ASTM C923 - Standard Specification for Resilient Connectors Between Reinforced
Concrete Manhole Structures, Pipes, and Laterals.
Town of Harrisburg, NC
Bradford Park Pump Stations. Abandonment
WKD Project Number: 20120187,0O,HI
Public Manholes And Structures
plechase Sewer33 05 14 - 1

A TI 4 C990 - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast
Box Sections Using Preformed flexible Joint Sealants,
B. National Precast Concrete Association:
NPCA Quality Control Manual for Precast Plants,
NPCA Plant Certification Program,
C. NCDOT Standard Specifications:
1. Standard Specifications for Roads and Structures, January .012, published by the North
Carolina Department of Transportatior►.
.4 SUBMITTALS
A. Section 01 33 00 - Suhntitta:l Procedures: Regal rerraents for submittals,
B. Slrop Drawings:
I. Standard Fabrication: Indicate structure locations, elevations, sections, equipment support,
piping sizes, and elevations of penetrations.
Custom Fabrication: Indicate design, consction and installation details, typical
reinforcement and additional reinforcement at openings for each custom type, size and
configuration.
C. Product Data. Submit manhole frames and lids, ecesso ies, eotnponei t construction, features
configuration, dimensions, and joint data,
D. ManufactureManufacturersCertificate: Certify products meet or exceed specified requirement.
F. Project Record Documents: Record actual locations of manholes and structures
invert elevations,
ith r
and
Identify and describe unexpected variations to subsoil conditions or discovery of uncharted
utilities.
QUALffY ASSURANCE:
A. Obtain precast concrete utility structures from single source.
I3. Perform Work in accordance with Sections 825, 840, and 1525 o NCDOT Standard
Specifications,
1.6 QUALIFICATIONS
A. Manufactures
section;
Cert
ed by NPCA Plant Certification
prior to and during
ork of this
B. Iirstalle: Company specializing in performing work of this Section with minima five years
experience;
Town of , NC:
Bradford Park Pump Stations Abandonment
WKL) Project Number: 20120187.00.111
lechase ill
blie azil ales Ard'Structures
330514,-2

C. Design custom utility structures under direct supervision of Professional Engineer experienced
in design of this Work and licensed in State of Project location.
1.7 DELIVERY, STORAGE AND HANDLING
A. Section 01 60 00 -- Product Requirements: Product storage and handling requirements.
B. Comply with precast concrete manufacturer's instructions and ASTM C913 for unloading,
storing and moving precast manholes and drainage structures.
Store precast concrete manholes and drainage structures to prevent damage to Owner's property
or other public or private property. Repair property damaged from materials storage.
D. Mark each precast structure by indentation or waterproof paint showing date of manufacture,
manufacturer and identifying symbols, and numbers shown on Drawings to indicate its intended
use.
1.8 ENVIRONMENTAL REQUIREMENTS
A. Cold Weather Requirements: ACI 530/530.1.
PART 2 PRODUCTS
2.1 GENERAL
A. Manholes shall be constructed with precast concrete bases as indicated in the Drawings.
B. Only manholes which are required to have inside and outside pipe and fittings for dropping
sewage into the lower line will be designated as drop manholes.
C. Inside drop manholes shall be used for 8-inch to 12-inch diameter sewer unless indicated
otherwise on the Drawings,
D. Manhole inside diameters shall generally be as follows, unless otherwise directed by the
Engineer or noted on the Drawings, according to the largest sewer pipe connected to the
manhole:
Pipe Diameter / Manhole Diameter
a. 8-inch to 16-inch / 4 feet
b. 18-inch to 36-inch / 5 feet
E. The minimum diameter of all drop manholes shall be 5 feet
All manhole components shall be designed to withstand an H-20 loading, All precast manholes
installed in NCDOT right-of-way shall be approved by NCDOT. All design calculations,
documentation, and any other informationrequired by NCDOT shall be provided by and at the
expense of the Contractor.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer
WKD Project Number: 201201.87.00.HI
Public Manholes And Structures
33051.4-3

2.2 PRECAST REINFORCED MANHOLES AND STRUCTURES
A. Precast Manhole and Structure Sections:
1. Concrete for Precast Manholes and Inverts: In Accordance with ASTM C478, C890,
C891, C92
a. Compressive Strength: 4,000 psi minimum at 28 days
b. Air Content: 4 percent minimum
c. Cement: 564 pounds minimum per cubic yard
d. Coarse Aggregate: ASTM C33, sound, crushed, angular stone.
e. Fine Aggregates: ASTM C33, free from organic impurities.
f. Chemical Admixtures: ASTM C494, shall not contain calcium chloride
g. Air Entraining Admixtures: ASTM C260
B. Precast Concrete Riser and Base Sections: Circular, uniform outside diameter; ASTM C478,
except as modified herein.
1. Minimum Wall Thickness: 1/12 of the inside diameter, plus one inch
2, Reinforcement: ASTM A615 grade 60 deformed bar, ASTM A82 or ASTM A185 welded
wire fabric.
C. Precast Concrete Cone Sections
1. Eccentric, ASTM C478; wall thickness and reinforcement as specified for riser sections.
D. Precast Transition Cone Sections
1, Eccentric transition from 60 inch and larger manholes to 48 inch diameter risers cones and
flat slab top sections. The minimum transition slope shall be 45 degrees.
E. Precast Transition Top Sections
1. Eccentric transition from 60 inch and larger manholes to 48 inch diameter risers, cones,
and flat top sections.
F. Precast Flat Slab Top Sections
1. HS-20 per ASTM 890 with 24 inch opening
G. Precast Adjusting Rings
1, Concrete, Circular, ASTM C478. HDPE, Circular, ASTM D-1248
H. Lift Loops Lifting Device
I. ASTM steel strand. Lifting loops made from deformed bars are not acceptable. OSHA
1926.704
Nonshrinking Grout
1, Cormix "Supreme", L&M "Crystex", Master Builders "Masterflow 713 Grout" or "Set -
Grout", Sauereisen Cements "F-100 Level Fill Grout", UPCP "Upcon Super Flow", or US
Grout "Five Star Grout"
Epoxy Grout
1. Two component, solvent free, moisture insensitive, high modulus, high strength, ASTM C-
881, Type I and II, Grade 3, Class B and C, Epoxy Resin Adhesive.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 2012018700.111
Public Manholcs And Structures
33 05 14 - 4

K. Resilient Manhole -Pipe Connectors:
1. Flexible watertight, synthetic rubber sleeves with stainless steel clamp, drawbolt and nut
2. Cast -in sleeve or "A" Lok
Joints for Precast Manholes and Structures for Sanitary Utility Sewer Service:
1. 0-ring rubber gaskets in accordance with ASTM C443.
1 Joints for Precast Manholes and Structures for Other Utility uses: Butyl rubber gaskets in
accordance with ASTM C990.
M. Grout: Non -shrink, non-metallic in accordance with Section 1.054 ofNCDOT Standard
Specifications with a compressive strength of at least 5,000 psi at 3 days.
2.3 CAST -IN -PLACE CONCRETE
A, For placement. in anti -flotation ballast where necessary.
B. Concrete: Class B Concrete conforming to Section 1000 of the NCDOT Standard
Specifications.
1. Compressive strength of 2,500 psi at 28 days.
2, Air entrained.
3. Water cement ratio of 0.488 with rounded aggregate and 0.567 with angular aggregate.
4. Maximum slump of 2.5 inch for vibrated concrete and 4 inch for non -vibrated concrete.
5. Minimum cement content of 508 pounds per cubic yard for vibrated and 545 pounds per
cubic yard for non -vibrated concrete.
2.4 FRAMES AND COVERS
A. Castings:
1. ASTM A48, Class 30 traffic bearing type, machined smooth. All casting shall be
American made.
Size and shape as indicated on Drawings. Live load rating of HS 20 in paved areas. Cover
shall have "SANITARY SEWER" in casting.
B. Standard Manhole Rings and Covers:
1. Manufacturers:
a. Vulcan Foundry, Inc., "V-B1384"
b. Neenah "R-1550"
c. US Foundry "USE-669 Vented"
d. Substitutions: Equal per Section 01 60 00 - Product Requirements.
C. Watertight Manhole Rings and Covers:
1, Manufactures:
a. Vulcan Foundry, Inc., "V-2328"
b. Neenah "R-1915H"
c. US Foundry "USE-669 BWT"
d. Substitutions: Equal per Section 01 60 00 - Product Requirements.
Town of Harrisburg, NC Public Manholes And Structures
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 33 05 14 - 5
WKD Project dumber: 201.20187.00.HI

2.5 CONFIGURATION
A. Provide size and shape as indicated on Drawings.
B. Foundation Slab: Precast reinforced concrete integral with bottom section, level top surface.
2.6 ACCESSORIES
A. Steps: Conform to local agency requirements, minimum 12 inches wide spaced vertically 15
inches on center.
1. 1/2" inch deformed steel bar, ASTM A615, (rade 60 minimum, totally encapsulated in
copolymer poly -propylene, ATM D4101.
2. Step pull-out strength shall be 1,000 lbs. minimum %vhen tested in accordance W ith ASTM
C478.
3. Bottom step in base sections shall be maximum of 26 mches from the top of the base slab.
B. Strap Anchors: Stainless steel capable of supporting pipe or accessories indicated on Drawings,
minimum I inch wide x 1/8 inch thick.
C. Geotextile Filter Fabric: "fype I Engineering fabric in accordance with Section 1056 of
NCDOT Standard Specifications; non -woven, needle punched, nombiodegradable, and rot
proof.
2.7 BEDDING AND BACKFILL MATERIALS
A. Bedding: Clean course aggregate Gradation No. 5'7 conforming to Sections 1005 and 1006 of
the NCDOT Standard Specifications.
B. Backtill around Structures: As specified in Section 31 23 17 -Trenching.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify items provided by other Sections of Work are properly sized and located.
B. Verify built-in items are in proper location and ready for roughing into Work.
C. Verify correct size of manhole and structure excavation.
3.2 PREPARATION
A. Coordinate placement of inlet and outlet pipe or duct sleeves required by other Sections.
13. Do not install trim -tholes and structures where site conditions induce loads exceeding structural
capacity of manholes or structures.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 2012018700,111
Public Manholes Arid Structures
33 05 14 - 6

C. Inspect precast concrete manholes and structures immediately prior to placement in excavation
to verify manholes and structures are internally clean and free from damage. Remove and
replace damaged, units.
3,3 INSTALLATION -- GENERAL
A. Excavation and Backfill.
1. Excavate and backfill fir manholes and structures in accordance with Section 31 23 17 -
Trenching in location and to depth shown. Provide clearance around sidewalk of manhole
or structure for construction operations, backfill, and placement of geotextile filter fabric if
required.
2. When groundwater is encountered, prevent accumulation. of water in excavations. Place
manholes or structures in dry trench,
3, Where possibility exists of watertight manhole or structure becoming buoyant in flooded
excavation, permanently anchor manhole or structure to a cast -in -place concrete foundation
slab to avoid Notation.
B. Place foundation slab if necessary; trowel top surface level..
C. Place precast manhole sections plumb and level, trite to correct elevations, anchor to foundation
stab.
D. As Work progresses, install steps and other fabricated metal items,
E, Install cast -in -place manholes and structures supported at proper grade and alignment as shown
on Drawings.
F, Cut pipe to connect to structure as indicated on Drawings.
G.. Grout base of shaft sections to achieve slope to exit piping. Trowel smooth, Contour to Porn
continuous drainage channel as indicated on Drawings.
Fl. Set cover frames and covers level without tipping, to correct elevations.
3,4 PRECAST CONCRETE MANHOLE AND STRUCTURE INSTALLATION'
A. Install underground precast utility structures in accordance with AS'TM C891.
B. Lifl precast manholes and structures only at lifting points designated by manufacturer.
C. When lowering manholes and structures into excavations and joining pipe to units, take
precautions to ensure interior of pipeline and manhole or structure remains clean.
D. Set precast manholes and structures bearing firmly and fully on stone bedding, 8-inch minimum
thickness, compacted to 95 percent maximum density per Section 31 23 17 - Trenching or on.
other support system shown on Drawings,
Assemble multi -section manholes and structures by lowering each section into excavation.
Install rubber gasket joints between precast sections in accordance with manufacturer's
`Town of Harrisburg, NC
Bradford Park Pump Stations Abandontnent & Steeplechase Sewer Lines
WKIJ Project Number 20120187,00111
Public Manholes And Strt ctures
33o514-7

recommendations, Lower, set level, and firmly position base section before placing additional
sections,
F. Remove foreign materials from joint surfaces and verif sealing materials are placed properly.
Maintain alignment between sections by using guide devices affixed to lower section.
G. joint sealing materials may be installed on site or at manufacturer's plant.
H. Verify manholes and structures installed satisfy required alignment and grade.
Remove knockouts or cut structure to receive piping without creating openings larger than
required to receive pipe. Fill annular space with non -shrink grout.
3.5 CONNECTION TO EXISTING SEWER WITH MANHOLE
A. Stake out location and burial depth of existing sewer line in area of proposed. manhole or
structure.
B. Carefully excavate around existing sewer line to adequate depth for foundation slab installation,
Protect existing pipe from damage. Cut out soft spots and replace with granular fill compacted
to 95 percent maximum dry density per Section 31 23 17 - Trenching.
C. Prepare crushed stone bedding or other support system shown on Drawings, to receive
foundation slab as specified for precast manholes and structures.
D. Install manhole or strueture around existing pipe in accordance with the appropriate paragraphs
specified herein.
E. Block upstream. flow at existing manhole or structure with expandable plug.
F. lfflow is excessive, pump flow around new manhole to existing downstream manhole.
G. Use hydraulic saw to cut existing pipe at manhole or structure entrance and exit and along pipe
length at a point halfway up the outside diameter on each side of the pipe. Bottom half of pipe
shall re -main as manhole flow channel. Saw cut to have a. smooth finish with top half of pipe
flush with interior of manhole or structure.
3.6 SANITARY MANHOLE DROP CONNECTIONS
A. Construct drop connections into sanitary manholes in accordance with Drawings..
B. Concrete encase pipe drop connection to minimum of 2 feet outside of man.h.ole.
C. Form channel from pipe drop to sweep into . main channel at maximum angle of 45 degrees.
3,7 CASTINGS INSTALLATION'
A. Set precast concrete grade rings as required to achieve proper elevation.
Town of lianisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WK.D Projecl Number: 20120187.00.111
Public Manholes And Structures
33 05 14 - 8

B. Set frames using mortar as indicated on Drawings.
C. Do not install more than 12 inches of grade rings.
3.8 DAMPPROOFING
A. Before backf lling is started, the outside joints of each manhole shall be wrapped with a
polyethylene backed flat butyl rubber sheet
applied to the outside perimeter of the joint.
3,9 PAINTING
o less than 1/16 inches thick and 6 inches wide
A. Prior to installation, one coat of coal tar paint shall be applied to all castings, vent pipes, and
straps. Before painting, surfaces shall be thoroughly cleaned and properly supported. All loose
rust shall be removed by wire 'brushing. Castings, vent pipes, and straps shall not be handled
until the paint is dry and hard.
3.10 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements Field inspecting, testing, adjusting, and balancing.
B. Perform soil compaction tests yin accordance with Section 31 23 17 - Trenching.
C. Perform hydrostatic tests in accordance with Section 33 01 32 — Sewer and Manhole Testing.
1. Notify Engineer 72 hours in advance of test and have witness test.
D. Test cast -in -place concrete in accordance with ASTM C39.
E. Test concrete manhole and structure sections in accordance with ASTM C497,
F. Vertical Adjustment of Existing Manholes and Structures:
I. Where required, adjust top elevation of existing manholes and structures to finished grades
shown on 'Drawings.
2. Reset existing frames, grates and covers, carefully removed, cleaned of mortar fragments,
to required elevation in accordance with requirements specified for installation of castings.
3, Remove concrete without damaging existing vertical reinforcing bars when removal of
existing concrete wall is required. Clean vertical bars of concrete and bend into new
concrete top slab or splice to required vertical reinforcement, as indicated on Drawings.
4. Clean and apply sand -cement bonding compound on existing concrete surfaces to receive
cast -in -place concrete.
END OF SECTION
`]'own of Harrisburg, NC Public Manholeus. And Structures
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines 33 05 14. - 9
WKD Project Number 20120187.00.HI

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-1"own of ttarrishurg,
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Public Manholes And Structures
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SECTION 33 31 00
SANITARY UTILITY SEWERAGE PIPING
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
1. Sanitary sewer pipe and fittings.
2. Underground pipe markers.
3. Connection to existing manholes.
B. Related Sections:
1. Section 31 23 17 - Trenching: Excavation, bedding and backfill requirements for trenching
required by this section.
2. Section 33 01 32 - Sewer and Manhole Testing.: Pressure, infiltration, and deflection tests.
Pipe shall be installed and tested in accordance with this section.
3. Section 33 05 14 — Utility Manholes and Structures: Concrete manholes, frames and lids
for sanitary sewer.
1.2 UNIT PRICE - MEASUREMENT AND PAYMENT
A. Sanitary Sewer Pipe:
1. Basis of Measurement: By the linear foot for various pipe sizes, materials and depth of
bury.
. Basis of Payment: Includes excavation, bedding, pipe, fittings, backfilling excavated soil
and compaction, testing, traffic control, restoration, and coordination with location of
existing utilities.
B. Connection to Existing Manhole:
1. Basis of Measurement: Per each for the various pipe sizes.
2. Basis of Payment: Includes all materials, equipment, and work required to install new
connections at existing manholes in accordance with the Specifications and Details.
Includes payment for sawcutting existing asphalt or concrete and disposing of materials,
excavation, complete installation of the new connections including core drilling or
knocking out bricks in manhole wall, bedding, backfilling and compaction, traffic control,
and all else incidental.
C. Concrete Anti -Seep Collars:
1. Basis of Measurement: Per each for the various pipe sizes.
2. Basis of Payment: Includes excavating, concrete, forming, backfill.
1.3 REFERENCES
A. ASTM International:
L. ASTM A746 - Standard Specification for Ductile Iron Gravity Sewer Pipe.
2. ASTM C923 Standard Specification for Resilient Connectors between Reinforced
Concrete Manhole Structures, Pipes and Laterals.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment &
WKD Project Number: 20120187.00 HI
p
Sanitary 'Utility Sewerage Piping
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3. ASTM D2729 - Standard Specification for Poly (Vinyl Chloride) (PVC) Se. Pipe and
Fittings.
4, ASTM D3034 - Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer
Pipe and Fittings.
5. ASTM F477 - Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic
Pipe.
B. American Water Works Association:
1. AWWA C110 - American National Standard for Ductile -Iron and Grey -Iron Fittings, 3 in.
Through 48 in. (75 mrn through 1200 rnm), for Water and Other Liquids,
2, AWWA C11.1 - American National Standard for Rubber -Gasket Joints for Ductile -Iron
Pressure Pipe and Fittings.
3. AWWA C I53 - American National Standard for Ductile -Ion Compact Fittings for Water
Service.
4. AWWA C600 - Installation of Ductile -iron Water Mains and Their Appurtenances.
C. NCDOT Standard Specifications:
1. Standard Specifications for Roads and Structures, January 2012, published by the North
Carolina Department of Transportation.
1.4 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
130 Permits: Submit copies of construction permits obtained for this Work.
C. Product Data: Submit catalog cuts and other pertinent data indicating proposed materials,
accessories, details, and construction information, including but not limited to the following:
1. Details of joints
2. Gasket material
3. Pipe length
4. Certification in accordance with ASTM D3034, Sect 11, ASTM F679, Section 10, or
ASTM F794.
D. Submit reports indicating field tests made and results obtained.
Manufacturer's Installation Instructions:
1. Indicate special procedures required to install Products specified.
2. Submit detailed description of procedures for connecting new sewer to existing sewer line
and directional drilling, or pipe jacking installation.
F. Manufacturer's Certificate; Certify products meet or exceed specified requirements.
1.5 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and. Closeout Requirements: Requirements for submittals.
Be Project. Record Documents: Record location of pipe runs, connections, manholes, cleanouts,
and invert elevations.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WILD Project Number: 20120187.00:Hi
Sanitary Utility Sewerage Piping
333100e2

C. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted
utilities.
1.6 QUALITY ASSURANCE
A. Perform Work in accordance with Section 1520 of NCDOT Standard Specifications.
1.7 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years' experience.
B. Installer: Company specializing in performing Work of this section with minimum 3 years'
experience.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Block individual and stockpiled pipe lengths to prevent moving.
C. Do not place pipe or pipe materials on private property or in areas obstructing pedestrian or
vehicle traffic.
D. Do not place pipe fiat on ground. Cradle to prevent point stress.
E. Store UV sensitive materials out of direct sunlight.
1.9 FIELD MEASUREMENTS
A. Verify field measurements and elevations are as indicated. Bring any significant deviation
between measurements and Drawings to the attention of the Engineer for clarification before
proceeding with Work.
1.10 COORDINATION
A. Section 01 30 00 - Administrative Requirements: Requirements for coordination.
B. Coordinate Work with the Water and Sewer Authority of Cabarrus County. (WSACC).
Convene pre -installation meeting minimum of one week prior to starting Work of this Section.
C. Notify affected utility companies minimum of 72 hours prior to construction.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187,0On
Sanitary Utility Sewerage Piping
33. 31 00 - 3

PART 2 PRODUCTS
2.1 SANITARY SEWER PIPE AND FITTINGS
A. PVC Flexible Joint Plastic Pipe: ASTM D3034, Type PSM, Poly (Vinyl Chloride) (PVC)
material; bell and spigot style rubber ring sealed gasket joint.
1. Pipe Class: 4 Inch through 15 Inch; Solid wall ASTM D3034, SDR 35, Cell Classification
12454-B
2, Fittings: PVC conforming to pipe specifications.
3. Jointing Materials:
a. Bell -and -Spigot Joints, ASTM D3212, integral bell push -on type elastomeric gasket
joints.
b. Gaskets: ASTM F477, , synthetic rubber. Natural rubber will not be acceptable.
4. Pipe or fittings having spiral external reinforcing ribs will not be acceptable. Pipe or
fittings having concentric external reinforcing ribs will not be acceptable in any pipe size
less than 24 inch.
B. Ductile Iron Gravity Sewer Pipe: ANSI, AWWA C1511`A21.51, bell and spigot ends.
1. Pipe Class: Pressure Class 350.
2, Fittings: Ductile iron, AWWA CI10, Compact fittings, AWWA CI 53.
3. Joints:
a. Mechanical Joints: AWWA CI 11.
b. Push -On Joints: AWWA CI11
c. Boltless Restrained Joints: Boltless, push -on type, joint restraint
4. Coating:Bituminous outer and cement mortar lined interior per AWWA C104
2.2 FLEXIBLE PIPE BOOT FOR MANHOLE PIPE ENTRANCES
A. Furnish materials in accordance with authority having jurisdict
B. Flexible Pipe Boot: ASTM C923, ethylene propylene rubber (EPDM), Series 300 stainless steel
clamp and stainless steel hardware.
2.3 PIPE TRANSITION COUPLINGS ADAPTERS
A. Transition couplings used to join Ductile Iron or C900 and ASTM D3034 PVC sewer pipe.
1. Shall be Ductile Iron, deep bell, push on joint, and air test rated.
2. Ductile Iron material shall comply with ASTM A536,, Grade 65-45-12 or 80-55-06
3, Bell depths shall meet the minimum socket depth requirements of ASTM F1336.
4. Gasket groves shall be machined.
5. Gaskets shall be of SBR rubber and comply with. ASTM F477.
6. No transition gaskets are permitted,
7. All couplings shall have pipe stops and a flow way tapered to allow a smooth transition
between the pipes.
2.4 MANHOLES
A. Manholes: As specified in Section 33 05 14 -- Public Manholes and Structures and indicated on
Drawings; cover inscribed with "SANITARY SEWER".
Town of Harrisburg,, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer tines
WKD Project Number: 20120187.00..HI
Sanitary Utility Sewerage Piping
333100-4

2.5 CONCRETE AND GROUT
A. Concrete: Class B Concrete conforming to Section 1.000 of the NCDOT Standard
Spec ifications.
1. Compressive strength of 2,500 psi at 28 days.
2. Air entrained.
3, Water cement ratio of 0.488 with rounded aggregate and 0.567 with angular aggregate.
4. Maximum slump of 2.5 inch for vibrated concrete and 4 inch for non -vibrated concrete.
5. Minimum cement content of 508 pounds per cubic yard for vibrated and 545 pounds per
cubic yard for non -vibrated concrete.
B. Grout: Non -shrink, non-metallic in accordance with. Section 1.054 of NCDOT Standard
Specifications with a compressive strength of at least 5,000 psi at 3 days.
2.6 BEDDING AND COVER MATERIALS
A. General: Conform to Section 31 23 1.7 - Trenching for bedding and backfll around and on top
of pipe.
B. Bedding for Rigid Pipe (DIP): Clean sand, slightly silty sand, or slightly clayey sand having a
Unified Soil Classification of SP, SP-SM or SP-SC.
C. Bedding for Flexible Pipe (PVC): Clean course aggregate Gradation No. 57 conforming to
Sections 1005 and 1006 of the NCDOT Standard Specifications.
D. D. Embedment Classes: The following embedment classes shall be used on all pipe as detailed
on the project drawings. The embedment class selected for a particular installation shall depend
on the trench conditions and the type and size of the pipe.
1. Class A Arch Encasement. Class A arch encasement shall be used where specified
in Special Conditions or on the Drawings.
2. Class B Bedding. Class B bedding may be used for all steel, ductile iron, concrete,
reinforced concrete cylinder, PVC, FRP, and all other pipelines not otherwise
specified.
3, Class C Bedding. Class C bedding may be used for all reinforced concrete,
prestressed concrete, steel, PVC, and ductile iron pipelines.
4. Class D Bedding. Class D bedding may be used for all reinforced concrete, steel,
and ductile iron.
5. Class C and D embedment shall be compacted to the top of the pipe.
PART 3 EXECUTION
3.1 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Verification of existing conditions before
starting work.
B. Verify existing sanitary sewer utility main size, location, and inverts are as indicated on
Drawings.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187.0011I
Utility Sewerage Piping
333100-5

2 EXCAVATION AND BEDDING
A. Excavate pipe trench in accordance with Section 31 23 17 _
rich
g
Excavate to lines and grades shown on Drat, ings or required to accommodate installation of
encasement
C. Dewater excavations to maintain dry conditions and presery final grades at bottom of
excavation.
D. Provide sheeting and shoring in accordance with Section 31 23 7 - Trenching.
Place bedding material at trench bottom, level continuous layer not exceeding -inch c mpacted
depth; compact to 95 percent per Section 31 23 17 a Trenching.
INSTALLATION — PIPE
A. Install in accordance with manufactures
I. Install plastic pipe, fit
titans and as indicated on Draw 'in, s.
and accessories in accordance wvith ATM 12321
C. Install CIP and DIP, fittings, and accessories in accordance with applicable portions of AWWA
6.
D. Seal joints watertight.
P. Lay pipe to slope gradients incheated on Drawings with maximum variation from indicated
slope of 1/8 inch in 10 feet. Begin at downstream end and progress upstream.
1=. Ensure entire pipe is supported by bedding.
G. Assemble and handle pipe in accordance wi
the Drawings or by Engineer.
11. Keep pipe and fittings clean until wvorl is completed and accepted by Engineer. Cap open ends
during periods of work stoppage.
Im Lay bell and spigot pipe with bells upatrea►n.
anufacturer's instructions except as modified on
Connect pipe to existing sewer system as indicated on Drawings at existing manhole or by using
doghouse manhole connection per Section 33 05 14 - Public Manholes and Structures
Place hattnching material, rod, and tamp per Section 31 23 17 Trenching to eliminate voids.
Install underground marking tape continuously 18 inches above pipe line.
Town of Harr isba g. NC
Bradford Park Pump Stations Abandonment z Stccplcclrase Scw r 1 in
WKi) Project Number: 20120187:00.111
nary Utility Sewerage Piping
3100®6

3.4 CONNECTION Tt EXISTING MANHOLE
A. Core drill existing manhole to clean opening. Using pneuruatic hammers, chipping guns, and
sledge hammers is not permitted.
B. Install watertight neoprene gasket and seal with non -shrink concrete grout.
C. Concrete encase new sewer pipe minimum of 24 inches to nearest pipe joint, Use epoxy binder
between new and existing concrete.
D. Prevent construction debris from entering existing sewer line when making connection.
3.5 GROUTED CONNECTIONS TO CAST -IN -PLACE CONCRETE MANHOLES
A. Rubber ring with water stop.
3.6 MANHOLE INSTALLATION
A. Install manholes in accordance with Section 33 t15 14 — Public Manholes and Structures.
3.7 INSTALLATION - WYE BRANCHES AND TEES
A, Install wye branches or pipe tees at locations indicated on Drawings concurrent with pipe laying
operations. Use standard fittings of same material and joint type as sewer main.
B. Maintain minimum 5 feet separation distance between wye connection and manhole.
C. Use saddle wye or tee with stainless steel clamps for taps into existing piping. Mount saddles
with solvent cement or gasket and secure with metal bands. Layout holes with template and cut
holes with mechanical cutter.
3.8 INSTALLATION - SANITARY LATERA
A. Construct laterals from wye branch to terminal point at right-of-way or as indicated on
Drawings.
B. Where depth of main pipeline warrants, construct riser type laterals from wye branch.
C. Maintain 3-foot minimum depth of cover over pipe.
D. Maintain minimum 5-foot separation distance between laterals.
E. Install watertight plug, braced to withstand pipeline test pressure thrust, at termination of lateral.
Install temporary marker stake extending from end of lateral to 24 inches above finished grade.
Paint top 6 inches of stake with fluorescent orange paint.
3,9 BACKFILLING
A. Backfill around sides and to top of pipe in accordance with Section 31 23 17 - Trenching.
Town of Harrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WK1) Project Number: 20120I87.00.HI
Sanitary Utility Sewerage Piping
3331.00-7

B. Maintain optimum moisture content of backfill material to attain required compaction. density.
3.10 HELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field inspecting, testing, adjusting, and balancing.
13. Request inspection prior to and immediately after placing bedding.
C. Perform test on sanitary sewage system in accordance with Section 33 01 32 — Gravity Sewer
Pipe and Manhole Testing, and local code. Perform the following tests:
1. Gravity Sewer Testing:
a. Low pressure air test.
b. Infiltration test.
2. Deflection 'festing of Plastic Piping.
3, Manhole Testing: Vacuum Test.
4. Notify Engineer 72 hours in advance of test and have witness test.
D. Compaction Testing: In accordance with Section 31 23 17 - Trenching.
E. When tests indicate Work does not meet specified requirements, remove work, replace, and
retest.
3,11 PRGIECTION OF FINISHED WORK
A. Section 01 70 00 - Execution and Closeout Requirements' Requirements for protecting finished
Work.
B. Protect pipe and aggregate cover from damage or displacement until backfilling operation is in
progress,
END OF SECTION
Town of Itarrisburg, NC
Bradford Park Pump Stations Abandonment & Steeplechase Sewer Lines
WKD Project Number: 20120187 00 HI
Sanitary Utility Sewerage Piping
33 31 00 - 8