WQ0043249_Application_20220302

Non-Discharge Branch Upload/Submittal Form �.
NORTH CAROLINA
EnWrvnmenfol Quoity
Version 2-Revised June 23,2020
Initial Review
Reviewer Thornburg,Nathaniel D
Is this submittal an application?(Excluding additional information.)*
Yes No
Permit Number(IR)* WQ0043249
Applicant/Permittee Town of Pittsboro
Applicant/Permittee Address 635 East St,Pittsboro,NC 27312
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type Municipal
Facility Name Village South Pump Station and Utilities RWDL
County Chatham
Fee Category RW Distribution Line Fee Amount $480
Is this a complete application?*
Yes No Complete App Date 03/02/2022
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type(if non-application)
Email Notifications
Does this need review by the hydrogeologist?* Yes No
Regional Office
CO Reviewer
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal,confirmation of receipt,and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* Michael Penny
Email Address* Phone Number*
[e-mail] 9192338091
Project Information
Application/Document Type* New(Fee Required) Modification-Minor
Modification-Major(Fee Required) Renewal
Renewal with Major Modification(Fee GW-59, NDMR,NDMLR, NDAR-1,
Required) NDAR-2
Annual Report Residual Annual Report
Additional Information Change of Ownership
Other
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation High-Rate Infiltration
Other Wastewater Reclaimed Water
Closed-Loop Recycle Residuals
Single-Family Residence Wastewater Other
Irrigation
Applicant/Permittee* Town of Pittsboro
Applicant/Permittee Address* 635 East St,Pittsboro,NC 27312
Facility Name* Village South Pump Station and Utilities RWDL
Please provide comments/notes on your current submittal below.
See attached submittal for Reclaimed Water Distribution Line(RWDL)for the Village South
Pump Station&Utilities project.The Village South Pump Station and Utilities project installs
approximately 2,500 LF of 6-inch and 4-inch PVC reclaimed water line along with potable
water and sanitary sewer forced main and gravity main.The project was previously under
review(WQ0042794),and the application was returned on February 10,2022.
The reclaimed transmission main is being installed for purpose of building the Chatham Park
development reclaimed water system.Future reclaimed water lines will connect to northern
and eastern terminuses of project to extend transmission mains to other sections of Chatham
Park development.
At this time,paper copies are no longer required.If you have any questions about what is required,please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Form,Engineering Plans,Specifications,Calculations,Etc.)
2022.02.23 Village South RWDL
83.81 M B
Resu bm itta l_Co m b i n ed.pdf
Upload only 1 PDF document(less than 250 MB).Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre-review until the fee(if required)has been received by the Non-
Discharge Branch.Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality(NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order(as specified by the application).
Mail payment to:
NCDEQ—Division of Water Resources
Attn:Non-Discharge Branch

1617 Mail Service Center
Raleigh,NC 27699-1617
Signature p
lit
Submission Date 2/23/2022

4IMCKIM&CREED ENGINEERS
SURVEYORS
PLANNERS
February 23, 2022 M&C 01561-0015
Nathaniel D. Thornburg
Branch Chief
Non-Discharge Branch I Department of Environmental Quality
512 N. Salisbury St.
Raleigh, NC 27699-1617
RE: Town of Pittsboro
Village South Pump Station and Utilities
Reclaimed Water Distribution Line Application
Dear Mr.Thornburg:
We respectfully submit this application for a reclaimed water distribution line
permit on behalf of the Town of Pittsboro for the subject project. The Village
South Pump Station and Utilities project installs approximately 2,500 LF of 6-inch
and 4-inch PVC reclaimed water line along with potable water and sanitary
sewer forced main and gravity main. The project was previously under review
(WQOO42794), and the application was returned on February 10, 2022.
The reclaimed transmission main is being installed for purpose of building the
Chatham Park development reclaimed water system. Future reclaimed water
lines will connect to northern and eastern terminuses of project to extend
transmission mains to other sections of Chatham Park development.
Included in this submittal are the following documentation:
• Reclaimed Water Project Information Form(Form RWPI 06-16)
Venture IV Building • Reclaimed Water Distribution Line Application (Form RWDL 06-16)
• One (1) copy of the Design Narrative (includes Property Ownership
1730 Varsity Drive
documentation and Reclaimed Water Calculations)
Raleigh, NC 27606 • One (1) copy of the full size Engineering Plans (only applicable sheets are
being provided as part of this submittal)
• One (1) copy of related Engineering Specifications (only applicable
919.233.8091 sections are being provided as part of this submittal)
• One (1) copy of approved NCDOT encroachment agreement
Fax [phone]
www.mckimcreed.com
I:A 01561\0015\Water\40-Permit\45-DEM,DEH,DOT,etc\.W W Permits\RC W Permits\Resubmittal#2 V O1 2022.02.23 Cover Letter for
Submittal.doc

February 23, 2022
Page 2
• One (1) copy of approved Chatham County Erosion and Sediment
Control Plan
• One (1) copy of approved NCDEQ Fast Track Sewer Extension
• Check No. 13978 in the amount of$480.00 (application fee mailed to
NCDEQ-DWR)
Please do not hesitate to contact me should you have any questions or concerns.
We appreciate your time and consideration regarding this matter.
Sincerely,
McKIM&CREED, INC.
Michael Penny,P.E.
Project Engineer
cc: Robin Rose, Chatham Park Investors(electronic)

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02U—RECLAIMED WATER SYSTEMS—PROJECT INFORMATION
Division of Water Resources INSTRUCTIONS FOR FORM: RWPI 06-16&SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section Non-Discharge Permitting Unit website.
General—This form is required for all projects involving the generation,utilization,and or distribution of reclaimed water. At least one
of the following forms must also be included in the application package. However,multiple forms may be applicable. Unless
otherwise noted. the A licant shall submit one on inal and two co ies of the a lication and su ortin
documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the
application package:
❑ Reclaimed Water Generation(FORM: RWG)—for wastewater treatment facilities producing reclaimed water.
❑ Non-Conjunctive Utilization (FORM: RWNC)—for reclaimed water utilization activities,when the reclaimed water
utilization activity is required in order to meet the wastewater disposal needs of the facility.
• Conjunctive Utilization (FORM: RWCU)—for reclaimed water utilization activities, when the reclaimed water option is
not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are
available.
❑ Bulk Distribution (FORM: RWBD) for distribution of reclaimed water in a bulk manner.
❑ Distribution Lines(FORM: RWDL) for construction of reclaimed water distribution lines.
❑ Wetland Augmentation (FORM: RWWA) — for projects seeking to utilize reclaimed water for the purpose of wetland
augmentation.
❑ Local Program Approval(FORM: RWLPA)—for projects seeking permitting delegation for reclaimed water users.
A. Cover Letter(All Application Packages):
A List all items included in the application package,as well as a brief description of the requested permitting action.
B. Application Fee(All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality(NCDEQ)according to the following fee schedules:
❑ STANDARD REVIEW—Submit the appropriate fee for all new and major modification applications as listed in the table
below.
Facility Classification New Permit Major Modification
Major Generator/User(ADF> 10,000 gallons per day) $1,310 $395
Minor Generator/User(ADF< 10,000 gallons per day) $810 $245
Reclaimed Water Distribution Lines $480 N/A
A major modification shall be defined as any permit modification that:increases the generating facility's
average daily flow (ADF); increases the utilization area acreage; adds additional utilization areas not
previously approved;or includes the addition of new treatment units/processes not previously permitted.
There is no fee for minor permit modifications.
INSTRUCTIONS FOR FORM: RWPI 06-16& SUPPORTING DOCUMENTATION Page 1 of 2

C. Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Project Information(FORM: RWPI 06-16)form. Please
do not make any unauthorized content changes to this form.
L The applicant name in Item I.1. shall be consistent with the applicant name on the plans,specifications,agreements,etc.
@ The Applicant's Certification on Page 3 of this form shall be signed in accordance with ISA NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation;by a general partner for a partnership or limited partnership;by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office,or other authorized employee for a
municipal,state,or other public entity. An alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in I5A NCAC 02T.0106(bl.
❑ If this project is for a renewal without modification, use the Non-Discharge System Renewal (FORM: NDSR) application.
There is no fee for permit renewal without modification.
D. Existing Permit: (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e.,compliance schedules,permit description,monitoring,permit conditions,etc.).
ONE ORIGIANL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON-DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWPI 06-16& SUPPORTING DOCUMENTATION Page 2 of 2

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02U—RECLAIMED WATER SYSTEMS—PROJECT INFORMATION
FORM: RWPI 06-16
I. GENERAL INFORMATION:
1. Applicant's name:Town of Pittsboro
Mailing address: 635 East Street
City: Pittsboro State:NC Zip:27312-
Telephone number: [phone] Email Address:[e-mail]
2. Signature authority's name: Kent Jackson (per I5A NCAC 2U .0106) Title:Town Engineer
3. Applicant type(check all that apply):
®Government > ❑ Federal ❑ State ® Municipal ❑ County
❑ Individual
❑ Corporation
✓ For new permits,submit documentation that the company is registered for business with the NC Secretary of State.
❑ General Partnership
✓ For new permits,submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new permits,submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission,or a
letter from the NC Utilities Commission's Water and_Sewer Division Public Staff stating an application for a
franchise has been received and that the service area is contiguous to an existing franchised area or that franchise
approval is expected.
❑ Home Owners Association
✓ For new permits, submit a properly executed Operational Agreement(FORM: HOA);and proposed or approved
Articles of Incorporation, Declarations and By-laws.
❑ Developer(where residential lots are to be sold)
✓ For new permits,submit a properly executed Operational Agreement(FORM: DEVI
4. Demonstration of historical consideration for permit approval:
Has the Applicant or any parent,subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143 2 1 5.6[3?❑ Yes or®No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or®No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted?❑ Yes or®No
d. Is non-compliant with an existing non-discharge permit,settlement agreement or order?❑ Yes or Z No
e. Has unpaid annual fees in accordance with 15A NCAC 02T.0105(e)(2)? ❑ Yes or No
FORM: RWPI 06-16 Page 1 of 3

II. PROJECT INFORMATION
1. Application type: New(See Instruction B) Fee Submitted$480.00 (See Instruction B)
2. For modifications,provide the existing permit number: WQ00 and most recent issuance date:
3. Provide a brief description of the activities proposed for permitting: Tie-in and extension of 6-inch reclaimed water
distribution line.
4. What is the status of the following associated permits and/or certifications?(if not applicable,please mark as N/A)
Permit/Certification Date Submitted Date Approved Permit/Certification No. Agency Reviewer
Collection System(Q> N/A
200,000 GPM
Dam Safety N/A
Erosion& Sedimentation 8/25/2021 12/1/2021 WP-21-375 Justin Hasenfus
Control Plan (Chatham County)
Nationwide 12/Section 404 N/A
Pretreatment N/A
Sewer System 8/25/2021 10/21/2021 WQ0042824 Jason T.Robinson
Stormwater Management Plan N/A
Other:NCDOT Encroachment 8/31/2021 2/23/2022 E081-019-21-00193 Mickey Pate
✓ For any of the permits and certifications listed above that will directly impact the construction of the proposed reclaimed
water project,please provide documentation of permit approval or final certification. Note: This application may be
considered incomplete,or the resulting permit may be issued conditionally if a pending issuance of any of the related
permits/certifications directly impacts the proposed facility.
5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing information
provided by the Department's Natural Heritage Program is required for construction of all new WWTP projects and/or non-
conjunctive utilization sites,and for any project involving expansion of a WWTP and/or non-conjunctive utilization site in
accordance with 15A NCAC 02T .0105(c)(10). Provide the location in application package where this documentation is
located: ;or explain why this item is N/A.
6. Does this project utilize public monies or lands? ❑Yes or Z No
✓ If yes,was an Environmental Assessment required under 15A NCAC 01C?
Yes ❑No
Include one of the following final environmental documents with this submittal:
❑Finding of No Significant Impact,or ❑Record of Decision
Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the
reclaimed water project:
7. Is any portion of the proposed project(reclaimed water treatment units,storage units, distribution lines,or utilization areas)
located within the 100 year flood plain? ❑Yes or®No
✓ If yes, specify which portion(s)of the project are affected?
✓ If yes,has the Applicant submitted written documentation of compliance with§143 Article 21 Part 6?❑Yes or❑No
Documentation should consist of a letter from the local authority (i.e.,county/municipality)stating that the project
complies with any local floodplain ordinance that may apply.
FORM: RWPI 06-16 Page 2 of 3

Applicant's Certification(signing
authority must be in compliance with 15A NCAC 02U..0106):
I c�" -ma� c 1 - n 0(0;ir-\@ e
(signing authority name-PLEASE PRINT) `5l (title)
attest that this application for Y I et.a)t uAL PoN et.... U .
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non-discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief,and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and attachments are not included,this application package will be returned to me as incomplete.
I further certify that the applicant or any affiliate has not been convicted of an environmental crime,has not abandoned a wastewater
facility without proper closure,does not have an outstanding civil penalty where all appeals have been exhausted or abandoned,are
compliant with any active compliance schedule,and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. 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 package shall be guilty of a Class 2 misdemeanor,which may include a fine not to
exceed$10,000 a • it penalties up to$25,000 per violation.
Signature: Date: 1Q 14l!Co. 7 Z
FORM: RWPI 06-16 Page 3 of 3

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02U—RECLAIMED WATER SYSTEMS—DISTRIBUTION LINES
Division of Water Resources INSTRUCTIONS FOR FORM: RWDL 06-16& SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section's Non-Discharge Permitting Unit website
General—This application is for projects involving the construction of reclaimed water distribution lines that will supply reclaimed
water for conjunctive use activities. Unless otherwise noted,the Applicant shall submit one original and two copies of
the application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information(FORM: RWPI)form.
A. Reclaimed Water Distribution Lines(FORM: RWDL 06-16)Application(All application packages):
® Submit the completed and appropriately executed Reclaimed Water Distribution Lines (FORM: RWDL 06-16)form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions,attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® The system name in Item IL 1. shall be consistent with the user name on the plans, specifications,agreements,etc.
® The Professional Engineer's Certification on Page 5 of this form shall be signed,sealed and dated by a North Carolina licensed
Professional Engineer.
® The Applicant's Certification on Page 5 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation;by a general partner for a partnership or limited partnership;by the proprietor for a sole proprietorship;
and by either an executive officer,an elected official in the highest level of elected office,or other authorized employee for a
municipal,state,or other public entity. An alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T.0106(b).
B. Property Ownership Documentation(All Application Packages):
I Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f), the Applicant shall demonstrate that they are the owner of the
property where the reclaimed water lines will be installed. Documentation shall consist of one of the following (or a
combination of):
® Legal documentation of ownership(i.e., GIS,deed or article of incorporation),or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map,or
❑ An easement specifically indicating the intended use of the property and meeting the requirements of 15A NCAC 02L
.0107(f), (i.e.municipality right of way)or
❑ A written notarized lease agreement signed by both parties,indicating the intended use of the property,as well as a plat
or survey map.
INSTRUCTIONS FOR FORM:RWDL 06-16&SUPPORTING DOCUMENTATION Page 1 of 2

C. Engineering Plans(All Application Packages):
El Per 15A NCAC 02U.0201(c)(1)or.0202(c),submit standard size and 11 x 17-inch plan sets that have been signed,sealed and
dated by a North Carolina licensed Professional Engineer. At a minimum, the engineering plans shall include the following
items:
11 Table of contents.
11 A general location map with at least two geographic references and a vicinity map.
11 Plan and profile views of all pump stations and reclaimed water line extensions as well as the proximity of the reclaimed
water line extensions to other utilities and natural features.
® Depict minimum separation distances required by 15A NCAC 02U .0403(h), (i),and 15A NCAC 02T.0305).
® Minimum cover in accordance with 15A NCAC 02T.0305(g)(4).
® Location and details of all pump stations.
® All labeling and color coding requirements per 15A NCAC 02U .0403.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g.,FOR REVIEW ONLY,NOT
FOR CONSTRUCTION, etc.)that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
D. Specifications(All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum,the specifications shall include the following items:
L Specifications for standard equipment may be omitted for municipalities with approved standard specifications. Use of
standard specifications must be noted on each page of the plans.
L Table of contents with each section/page numbered.
L Detailed specifications for each reclaimed water line and pump station(as applicable).
L Site Work(i.e.,earthwork,clearing,grubbing,excavation,trenching,backfilling,compacting,fencing,seeding,etc.)
® Materials(i.e.,concrete,masonry, steel,painting,method of construction,etc.)
® Electrical(i.e.,control panels)
® All labeling and color coding requirements per 15A NCAC 02U .0403.
® Specifications shall represent a completed design and not be labeled with preliminary phrases(e.g.,FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
E. Engineering Calculations(All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum,the calculations shall include the following items:
Provide justification for the required pipe capacity,and details for how pipe sizes were determined.
Minimum velocities to be maintained in the reclaimed water line.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
❑ Pump selection information including pump curves,manufacturer's information,and recommended installation guidelines.
11 Detailed specifications for each reclaimed water line and pump station(as applicable).
❑ Floatation calculations for any pump stations entirely or partially below grade.
❑ For connection to a pump station,submit an evaluation of the existing pump station's ability to handle peak flows. Provide
calculations to detail how peak flows were determined.
❑ For connection to a force main,submit an evaluation of the existing force main based on peak flows to the proposed project
and peak flows already tributary to the existing force main.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON-DISCHARGE PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY STREET
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM:RWDL 06-16&SUPPORTING DOCUMENTATION Page 2 of 2

State of North Carolina
DWRDepartment of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02U—RECLAIMED WATER SYSTEMS—DISTRIBUTION LINES
FORM:RWDL 06-16
I. CONTACT INFORMATION:
1. Applicant's name:Town of Pittsboro
Mailing address: 635 East Street
City:Pittsboro State:NC Zip: 27312-
Telephone number: [phone] Email Address:[e-mail]
2. Signature authority's name: Kent Jackson (per 15A NCAC 02T.0106) Title: Town Engineer
3. Consulting Engineer's name:Michael Penny License Number: Firm:McKim&Creed,Inc.
Mailing address: 1730 Varsity Dr., Suite 500
City: Raleigh State:NC Zip:27606-2689
Telephone number: [phone] Email Address:[e-mail]
II. DISTRIBUTION SYSTEM INFORMATION
1. Distribution system project name(name of subdivision, shopping center,etc.): Village South Pump Station&Utilities
2. Project county: Chatham
3. USGS map name: Pittsboro
4. Owner of reclaimed water generating facility: Old North State Water Company LLC
5. Permit number of reclaimed water generating facility: WQ0039375
6. List the owner(s)of any intermediate reclaimed water lines if different from the applicant,or the generating facility. Town of
Pittsboro
7. Permit number for reclaimed water line immediately upstream: W00040392
8. Pipe diameter for for reclaimed water line immediately upstream: 12"
9. Specify the proposed destination of the reclaimed water: Transmission main for Chatham Park North Village development
10. Capacity of proposed distribution system:250,000 gallons per day
11. Explanation of how capacity was determined: Capacity was determined by hydraulic model for Chatham Park North Village
development.Further explanation of hydraulic model described in attached Project Narrative.
III. DISTRIBUTION LINE DESIGN INFORMATION
1. Complete the table below for by providing the required information on the proposed distribution lines:
Length High Elevation Discharge Elevation
Diameter(inches) (linear feet) Pipe Material (ft) (ft)
6 2,000 PVC 542 532
4 500 PVC,RJDIP 539 539
2. Station location of air release valves: ARV for 6-inch transmission main: Sta.9+90, Sta. 15+20,Sta. 18+60. ARV for 6-inch
transmission lateral:
Note: Air release valves must be provided at all high points along the line where the elevation difference exceeds 10 ft.
FORM: RWDL 06-16 Page 1 of 5

III. DISTRIBUTION LINE DESIGN INFORMATION(Continued)
3. Complete the table below by providing the location of each design criteria in the specification and/or plans in accordance with
15A NCAC 02U.0403. Items that are not applicable shall be marked N/A.
Design Criteria Page Number in Plans Page Number in Specifications
Labeling on reclaimed water piping,valves, storage N/A 4
facilities,and outlets
Color coding on reclaimed water piping,valves,etc. N/A 4
Method of securing valves and outlet for operation by
authorized personnel only N/A N/A
Locking mechanism for hose bibs N/A N/A
Cross connection control devices N/A N/A
IV. SETBACKS(15A NCAC 02U.0701)
1. Provide the actual minimum distance(in feet)from any reclaimed water storage units and/or pump station within the
distribution system to each item listed(distances greater than 500 feet may be marked N/A):
Setback Parameter Pump stations within Reclaimed Water
distribution system Storage Units
Required Actual Required Actual
Any private or public water supply source N/A 100 N/A
Any property line N/A 50 N/A
Any well with exception of monitoring wells 100 N/A 100 N/A
Surface waters (streams—intermittent and perennial, 100 N/A 50 N/A
perennial waterbodies,and wetlands)classified as SA
Surface waters (streams—intermittent and perennial, 25 N/A 50 N/A
perennial waterbodies,and wetlands)classified as SA
2. Do the pump stations and storage units comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)?
11 Yes or❑No
✓ If no,list non-compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U.0701? ❑ Yes or®No
✓ If yes,have these waivers been written,notarized, signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or❑No
✓ If yes,have the required Non-Discharge Wastewater System Waiver(FORM:NDWSW)forms been included with this
application package? ❑ Yes or❑No
FORM: RWDL 06-16 Page 2 of 5

V. SEPARATION DISTANCES
1. Provide the actual minimum separation distance(in feet)from the reclaimed water distribution system to each item listed in
accordance with 15A NCAC 02U.0403(h), (i),and j):
Separation Parameter Horizontal Vertical
Required Actual Required Actual
Any water line(feet) 10 10 1.5 2
Any well 50 N/A N/A
Sewer lines(reclaimed over sewer) 2 5 1.5 2
Final earth grade N/A 3 3
2. Are the separation requirements listed above met? Yes or❑No
✓ If No,has documentation been provided to show that piping and integrity testing procedures meet water main standards in
accordance with 15A NCAC 18C? ❑Yes or❑No
Note: In no case shall reclaimed water lines be closer than 25 feet to a private well.
VI. PUMP STATION INFORMATION
IF MORE THAN ONE PUMP STATION,PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any reclaimed water pump stations proposed as part of the distribution system?❑ Yes or®No
If no,then skip the remaining items in Section VI.
2. Complete the table below by providing the required information regarding the reclaimed water pump station(s)
Pump Station Design Plan Sheet Specification
Number Page Number
Internal dimensions(L x W x H or(p x H) ft ft ft
Volume gallons
Inlet Elevation ft
Outlet Elevation ft
Number of pumps
Pump capacity GPM
Lead pump on elevation ft
Lag pump on elevation ft
Lead pump off elevation ft
Lag pump off elevation ft
High water elevation ft
Audible/Visual high water alarm
3. What is the 100-year flood elevation? (ft)
4. Precautions to be taken to protect the pump station from flooding: (ft)
FORM: RWDL 06-16 Page 3 of 5

VII.STORAGE TANK INFORMATION
IF MORE THAN ONE STORAGE TANK,PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any reclaimed water storage tanks proposed as part of the distribution system? ❑ Yes or Z No
✓ If no,then skip the remaining items in Section VII.
2. Complete the table below by providing the required information regarding the reclaimed water storage tank(s)
Storage Tank Design Plan Sheet Specification
Number Page Number
Type of storage tank Select
Internal dimensions(L x W x H or(p x H) ft ft ft
Storage Volume gallons
Inlet Elevation ft
Outlet Elevation ft
High water elevation ft
•
Audible/Visual high water alarm
3. What measures will be taken to reduce the risk of overflow?
FORM: RWDL 06-16 Page 4 of 5

Professional Engineer's Certification:
I, M is HA I, PE NN`( ,attest that this application for (/la A&' SD -M-
has been reviewed by me and is accurate,complete and
consistent with the information supplied in the engineering plans, calculations, and all other supporting documentation to the best of my
knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with this application
package and its instructions as well as all applicable regulations and statutes. 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 package 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.
North Carolina Professional Engineer's seal, signature, and date:
CAR
C4u9g"
{rr U.
Applicant's Certification(signing authority must be in compliance with I5A NCAC 02T.0106):
1,
(signing authority name—PLEASE PRINT) j� (titlle)a t
attest that this application for• V i\\edc l—Ca �•� �.. L I r-€- ")
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from
this non-discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this
permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included,this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime,has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule,and do not have any overdue annual fees under Rule 15A NCAC 02U.0105. 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 package 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 1 Lion,
Signatur Date: f of A V(o I
FORM: RWDL 06-16 Page 5 of 5

DESIGN NARRATIVE
FOR
RECLAMED WATER SYSTEMS PERMIT
TOWN F PITTSBORO(
TOWN OF PITTSBORO
VILLAGE SOUTH PUMP STATION AND UTILITIES
635 East Street
Pittsboro,North Carolina 27312
M&C Project#01561-0015
August 2021
Prepared by:
v M ICEMINEERS �&CREED
ORS PLANNERS
Michael Penny,PE
McKim&Creed,Inc.
1730 Varsity Drive,Suite 500
Raleigh,NC 27606
P:919-233-8091

DESIGN NARRATIVE
1.0 PROJECT DESCRIPTION
The purpose of the Village South Pump Station & Utilities project is to install
approximately 2,010 LF of 6-inch and 335 LF of 4-inch PVC reclaimed water
transmission main. The proposed reclaimed water main will begin on the north side of
Suttles Road (SR-1809) at existing reclaimed water main and traverse to the east towards
Chatham Parkway. The reclaimed water main will then be installed to the north along
the west side of Chatham Parkway, maintaining required separation distances from a
proposed water main, and terminating on the north side of the Chatham Parkway and
Chatham Village Way intersection. Additionally, two reclaimed water lines will extend
across Chatham Parkway at Parkland Drive and Chatham Village Way, each
terminating approximately 90 feet to the east of the Chatham Parkway edge of
pavement. For the bore and jack crossings of Chatham Parkway, restrained joint ductile
iron carrier pipe will be installed in steel casing pipe.
This project also involves the installation of sanitary sewer force main, potable water
line, sanitary sewer pump station, and gravity sanitary sewer outfall. The total project
has approximately 4.6 acres of disturbed area.
2.0 EXISTING SYSTEM
The project is located on the north side of US 64 Bypass Chatham Parkway. The project
consists of a proposed 6-inch and 4-inch reclaimed water transmission main, installed
for the purpose of building the Chatham Park development reclaimed water system.
The reclaimed water conveyed through the proposed reclaimed water main is
connected to an existing 12-inch DIP reclaimed water line which crosses US 64 and was
installed on a prior Chatham Park project.
Additionally, future reclaimed water lines will connect to the northern and eastern
terminuses of this project to extend the transmission mains and provide reclaimed
water service to the Chatham Park development.

3.0 PROPOSED ADDITIONS
The proposed construction will add approximately 2,500 LF of 6-inch and 4-inch PVC
reclaimed water line to the Chatham Park system. No commercial or residential services
will be directly connected to these proposed lines. The new reclaimed water lines are
located mostly in NCDOT right-of-way and will serve as transmission mains to
supplement future demand needs across the reclaimed water distribution for the
planned Chatham Park development. The proposed lines will be maintained by the
Town of Pittsboro. Capacity calculations and transmission main sizing summarized in
Section 5.0 Reclaimed Water Calculations below.
4.0 PROPERTY OWNERSHIP
The majority of the reclaimed water transmission mains will be located in NCDOT
right-of-way. Associated NCDOT encroachment agreements have been applied for and
are awaiting approval. Upon completion of construction, Chatham Park Investors LLC
will transfer ownership of utilities and permanent utility easements for reclaimed water
lines outside of NCDOT right-of-way to Town of Pittsboro.
5.0 RECLAIMED WATER CALCULATIONS
The Chatham Park Utility Master Plan was developed by McKim &Creed, proposed by
Chatham Park Investors LLC, and approved by the Town of Pittsboro in August 2015.
It was updated in 2019 for reclaimed water in the North Village Area of the Chatham
Park Development. A reclaimed water hydraulic model for Chatham Park was
developed using WaterCAD software. The reclaimed water demand loading was
calculated based on land use and estimated reclaimed water use for commercial indoor
reuse and irrigation purposes. The piping design criteria was based on maximum
velocity and headloss criteria.
Results of the model require the following improvements to supply estimated demand,
desirable pipe velocities (less than 5 fps), and minimum system pressures (maintained
above 40 psi:
004111141,•,,,
• Approximately 53,000 linear feet of 4", 6", 8", 12", and 16" pipe
....„
s's -•-itSSiei'
• Two (2) pressure reduction valves
4-1= 049224
- •
0.
\\IAQ11

• Ground storage of 100,000 gallons at the Chatham Park WRC
• 250,000 gpd production capability (0.499 MGD permitted production capacity
upon buildout at Chatham Park WRC).
The attached figure from the 2019 updated utility master plan shows required
improvements generated by the hydraulic model. The improvements relating to the
Village South Pump Station &Utilities project are noted by callouts.

S:11561100081North Village Master Plan Update June 20181Reclaim191 - GIS191b-Map Doc\Fig2 Imp Overview.mxd
400
►T
LandUse ' la
Tie-in to ex.
12" RCW
1
1
Mellot
Prop. 4" RCW
for future
connection
Chatham Park WRC: includes
100,000 gallon ground
storage tank and pump station
c ,,3-,,Sou1cesf•Esri; HERE, Garmin,.USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Ko
OpenStreetMap contributors, and.the GIS User Community
ay.
NC NAD 83
(US FEET)
Legend
• Chatham Park DWRRF
Tanks
E Tanks
Pump Station
PRVs
Reclaimed Water Pipelines
Diameter (in)
4
6
8
12
Reclaimed Service Area
Reclaimed Service Area
Planned
Probable Expansion
Potential
6/18/2021
Chatham Park North Village Utility Plan Update - Reclaimed Water
Distribution System Pipe Diameters
Chatham County, NC
1 inch = 2,000 feet
v, MCKIM&CREED

alON01 11000 L- :9 b: l ZZOZAZ/ZO -- OM0'9L 00- l9S l0 - 0'009\-1d2i3N30\SONIMVd0-08\2J31t/M\S l00\ l9S l0\ I
zzoz AHVfH9I :a1V0 -1V11IwefS
VILLAGE SOUTH PUMP STATION AND UTILITIES
r 1
XDGNI 1DDHS
•6D3 not( aaopaq'leo
'MOlaq sIW1.,M MOU)1
""°%41k\l". 14_ 118
S1I'd130 10211NOO 1N3WI03S ONV NOISOa3 6.000
S1IV130 10211N001N3WI03S ONV NOIS0213 9.000
S1Id130 10211N00 11\131/V103S ONV NOIS0213 L.000
S11V130 10211N001N3W103S ONV NOIS0213 9'000
NO1103dSNl dl3S ONV NOLLVZI1I8`d1S 0Nno le I-000N S'000
S1IV130 021`d0Nd1S NOIIVIS dWfld OSIW V000
S11V130 Wd ONV S11V130 l.11llln OSIW 01S 02108S111d dO NMOI £:000
S1IV130 A11111f1 OSIW 01S 02108SI1Id dO NMOI Z.000
S1IVI30 2131NM 318VIOd 01S 02108SI1Id dO NMO± v000
S11V130 2I31VM 031A/I`d103H 0NV 213M3S 01S 02108S11Id dO NMO± 0.000
Sl l'd130
NV -Id JNI0Nf10210 ONV 213MOd NOIIHIS dWfld 0.013
S1Id130 NOI1d11V1SNI >10V21 1N3Wdlf109 1.£03
S1IV130 NOIIV11d1SNI 1VOIdA1 0.£03
318V1 OVO1 ONV S31f103HOS 13N'dd 0 Z03
Z dO Z WV210d10 10211N00 ONV 213MOd 1 103
Z dO 1 V V J0b10 10211NO0 ONV 213MOd 0 103
S1081A/.1S 10211N00 ONV 219MOd 1VOIdA1 1 003
SNOI1`dln32188d ONV S0N3031 S31ON 1V2I3N39 0.003
191012110313
S1IV13O'8 SNOLLO3S `SNdld 8V1S 'IddfS 10211N00 21000'8 21O1V213N3J 0.01S
0N3931'8 VI21311210 NJIS3a 'SOVO1 NJIS3a 'S310N 1'd13N3J 0.00S
iv n1Of1211S
SNOIIORS ONV NV -Id 03021`d1N3 NOIlVIS dWfld 1 00W
Ndld 11d213n0 NOLLV1S dWfld 0.00W
1VOINVH03W
1+1Z .V1S - VZ+£1 .VIS LO
VZ+£ 1 ''d1S - 00+ 1 'd1S 90
JaleM pauaielaa2l :11fj3
Z0+9Z VIS - 99+171 VIS 90
99+V 1 d1S - 00+ 1 V1S VO •
eullialeM :11n10
91+9Z 'VIS - 00+91- 'VIS CO
00+91 'd1S - 00+ 1 VIS ZO
uleJaaJod r11n1O
91+11'` IS-00+1'd1S 10
Ilelln0 James /(Je11ueS :11n10
NVld JNI0d215 - NV1d 311S 0.000
311S 11AIO
SdVW X3ON1 133HS £ 009
133HS 0d31 1VOINVHO3W - 11AIO Z 009
S3ION 1VH3N39 V00J
133HS 213n00 0.000 I
1H213N3J
31111133HS 1138Wf1N 133HS
X3ONI133HS
r
I1VOS 01 ION
&ON D1IS
i
N O LLVWH Od N 11O3 ('Od
W00•paaJ0LUNow•MMM
ZZZ 1 9 #asuaail ON
1-008-8EZ (61-6) :xe j ` 1.608-8€Z (61.6) :auoLld
689Z-909LZ eu!IOJeJ 1-1ON `y6!ale�l
an!JO /(}!SJen 0£L !-
009 el!nS `6u!pl!n8 Al aJnweA
CIHRNDQMDIAT -4v
•
00,0I000,,,,
d • 0 �3
by0�,
-17.ab6692/2.
V3S
/1//
%).'giss' • 0
•0b't/0 Ny
'Weld aup •saoiotio AuEN
NNW NVH]LVHG ::;
.•
1lVWd
81.5LZ ON `1 :1VO
AVM Sal.V1S3 NO±S2M 00 t•
S2j01SDANI >1 Vd WVH1VHO
:2:18dO12A3O/2f8NMO
spiiiiiin ONV NOI1`d1S dWfld H1flOS dDV111n :dWdN 108f 02jd
31VDS 01 ION
dWW AlI N I OIA
ri,o�,J DV Mloj 40e
{ _ tiunasnw IIPWS
it
31IS 103f O21d
NOLLOflH±SNOO HOd
10N - (1CIAAH) ONILLIV\IHDd conssi - NOISACI -1`dNld
ZO AHVflH9d
91000-1099100 ' ON JflOHd
GNV NOIIVIS dLAJfld H±flOS 2DV11IA
>1HVd L'NVH±VHO
J
J

1
1
GENERAL NOTES
2
GENERAL NOTES CONTINUED
-N
3
GENERAL NOTES CONTINUED
1. THE PERMITEE OR DESIGNEE SHALL SCHEDULE THE PRE -CONSTRUCTION
MEETING SEVEN (7) DAYS PRIOR TO COMMENCING WORK WITH THE
TOWN OF PITTSBORO PUBLIC UTILITIES INSPECTOR AT [phone] OR
TBUCHANAN @ PITTSBORONC.GOV.
2. THE PERMITEE OR DESIGNEE SHALL NOTIFY THE TOWN PUBLIC UTILITIES
OFFICE FORTY-EIGHT (48) HOURS PRIOR TO STARTING EACH PHASE OF
CONSTRUCTION AT (919)-533-5480, EXCLUDING WEEKENDS AND
HOLIDAYS. ONCE THE WORK HAS BEGUN, AT LEAST A FORTY-EIGHT (48)
NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF DISRUPTION TO THE
TOWN'S SERVICES SUCH AS WORKING IN A TOWN ROADWAY, TAPPING
WATER MAINS, PLUGGING SEWER, ETC. NO WORK SHALL BE PERFORMED
ON WEEKENDS, AFTER WORK HOURS OR HOLIDAYS UNLESS GIVEN PRIOR
APPROVAL.
3. NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICE
MAIL OR EMAIL WILL NOT BE A CONSIDERED NOTIFICATION UNLESS
ADEQUATELY RESPONDED TO BY A TOWN OF PITTSBORO
REPRESENTATIVE.
4. THE PERMITEE OR DESIGNEE SHALL BE RESPONSIBLE FOR NOTIFYING ALL
CUSTOMERS AFFECTED BY SERVICE INTERRUPTIONS. THE TOWN OF
PITTSBORO WILL NOT APPROVE SERVICES INTERRUPTIONS UNTIL PROOF IS
PROVIDED THAT PROPER CUSTOMER NOTIFICATIONS HAVE BEEN
PROVIDED.
5. TOWN OF PITTSBORO CURRENT STANDARD SPECIFICATIONS AND DETAILS
ARE AVAILABLE ONLINE AT PITTSBORONC.GOV, UNDER THE ENGINEERING
DEPARTMENT PAGE.
6. THE CONTRACTOR SHALL UNCOVER ALL EXISTING TOWN UTILITY LINES
BEING TIED INTO TO VERIFY THEIR TYPE, CONDITION, LOCATION, INVERT,
SLOPE, AND ANY OTHER INFORMATION NEEDED TO DETERMINE THAT THE
UTILITY CONNECTION WILL FUNCTION AS DESIGNED. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING ANY REPAIRS NECESSARY TO THE LATERAL OR
MAIN LINES OF THE TOWN WATER, RECLAIMED WATER, SANITARY SEWER,
AND/OR STORM DRAIN SYSTEM NECESSARY FOR THE CONNECTION TO
FUNCTION AS DESIGNED. THE CONTRACTOR SHALL LOCATE OR HAVE
LOCATED ALL EXISTING UNDERGROUND PRIVATE UTILITIES (ELECTRIC,
TELEPHONE, PIPELINES, ETC.) AND STRUCTURES IN ADVANCE OF
CONSTRUCTION AND SHALL ELIMINATE ALL CONFLICTS PRIOR TO START OF
CONSTRUCTION. (NOTE: NORTH CAROLINA 811 PROVIDES A
COMMUNICATIONS LINK WITH YOUR LOCAL UTILITY PROVIDERS.
CONTRACTOR PROVIDES INFORMATION ABOUT EXCAVATION; NC 811
TRANSMITS THE INFORMATION TO THE UTILITIES AND SENDS OUT
LOCATORS TO MARK YOUR UNDERGROUND LINES FOR FREE. CALL 811 OR
1-800-632-4949 THREE WORKING DAYS BEFORE DIGGING.)
7. BACKFILLING SHALL NOT BE STARTED UNTIL LINES ARE APPROVED BY THE
TOWN INSPECTOR, AND GEOTECHNOLOGICAL FIRM. ALL BACKFILL SHALL
BE #78 STONE, SCREENINGS, OR NATIVE MATERIAL UNLESS OTHERWISE
APPROVED ON THE PLANS, AND SHALL BE INSTALLED IN ACCORDANCE
WITH, TYPE I TO 95% COMPACTION. BACKFILL PLACEMENT AND SURFACE
REPLACEMENT SHALL BE IN ACCORDANCE WITH 16" MIN DEPTH ABC
SHELF.
8. AN APPROVED SET OF PLANS SHALL BE MAINTAINED ON THE JOB SITE AT
ALL TIMES THAT WORK IS IN PROGRESS. DEVIATION FROM THE PLANS
SHALL NOT BE ALLOWED WITHOUT AN APPROVED PLAN REVISION
9. THE CONTRACTOR SHALL SUPPLY THE TOWN INSPECTOR CONSTRUCTION
MATERIAL TESTING DOCUMENTATION THROUGHOUT THE PROJECT.
10. EXISTING VALVES SHALL BE OPERATED ONLY BY TOWN OF PITTSBORO
STAFF OR IN CASE OF AN EMERGENCY, IN THE PRESENCE OF TOWN
STAFF. THE TOWN REQUIRES A 48-HOUR NOTICE FOR SYSTEM
SHUTDOWNS. CONTRACTOR IS REQUIRED TO NOTIFY AFFECTED
CUSTOMERS 24-HOURS PRIOR TO SHUTTING DOWN. BUSINESSES MAY
REQUIRE AFTER HOUR SHUTDOWNS. RESIDENTIAL FLOWS AFTER
SHUTDOWN MAY REQUIRE A PUMP. CONTRACTOR IS RESPONSIBLE TO
INSTALL 2" TAPS TO RELIEVE PRESSURE AND ALLEVIATE RESIDUAL FLOWS
WHEN NEEDED.
11. NO BURNING OF DEMO DEBRIS DURING CLEARING AND GRUBBING IS
PERMITTED.
12. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
13. PRIOR TO ANY CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY, THE
CONTRACTOR/DEVELOPER SHALL NOTIFY THE TOWN INSPECTOR OF ANY
CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. IT SHALL BE
RESTORED TO ORIGINAL CONDITIONS USING THE FOLLOWING
REQUIREMENTS.
13.1. ALL TREES IMPACTED BY CONSTRUCTION THAT ARE NOT PART OF THE
APPROVED PLANS, SHALL BE REPLACED WITH THE SAME SIZE AND TYPE
OF TREE AT A LOCATION DETERMINED BY THE TOWN.
13.2. ALL IRRIGATION SYSTEMS SHALL BE RESTORED TO FULLY FUNCTIONING
STATUS. ANY IRRIGATION LOCATED BENEATH ASPHALT OR CONCRETE
SHALL BE SLEEVED WITH SCHEDULE 40 PVC TWO NOMINAL SIZES
LARGER.
13.3. LANDSCAPE BEDDING SHALL BE OF A SIZE AND COLOR TO MATCH
EXISTING BEDDING AND SHALL BE SPREAD A MINIMUM OF TWO
INCHES THICK.
13.4. THE ENGINEERING DEPARTMENT AND PUBLIC WORKS DEPARTMENT
SHALL BE CONTACTED TO INSPECT ALL WORK BEFORE A CERTIFICATE
OF OCCUPANCY IS ISSUED.
14. ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE TOWN PUBLIC
UTILITIES DIRECTOR, OR DESIGNEE, AND/OR ALL WORK AND MATERIAL
NOT IN CONFORMANCE WITH THE SPECIFICATIONS IS SUBJECT TO
REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
15. THE TOWN OF PITTSBORO IS NOT RESPONSIBLE FOR LIABILITY INCURRED
DUE TO DELAYS AND/OR DAMAGES TO UTILITIES IN CONJUNCTION WITH
THIS CONSTRUCTION. THE TOWN WILL NOT PARTICIPATE IN THE COST OF
CONSTRUCTION OR UTILITY RELOCATION.
16. NO FINAL ACCEPTANCE SHALL BE ISSUED UNTIL A FLASH DRIVE AND ONE
(1) SET OF RECORD DRAWINGS, CERTIFIED AND SEALED BY A REGISTERED
PROFESSIONAL ENGINEER, HAVE BEEN SUBMITTED AND ACCEPTED BY THE
TOWN ENGINEER.
17. CONSTRUCTION OF CONCRETE OR PAVING ITEMS SHALL NOT COMMENCE
UNTIL ALL UNDERGROUND WORK HAS BEEN INSPECTED, TESTED, AND
APPROVED.
18. DISPOSAL OF AND STOCKPILING OF EXCESS MATERIAL WITHIN THE
PITTSBORO TOWN LIMITS OR PLANNING AREA SHALL BE DONE IN SUCH A
WAY THAT WILL NOT CREATE A NUISANCE, AND MUST BE DONE IN
ACCORDANCE TO THE APPROVED PLANS. THE PLACING OF MATERIAL ON
PRIVATE PROPERTY OF ANOTHER REQUIRES WRITTEN AUTHORIZATION.
19. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH THE
NCDOT AND MUTCD SPECIFICATIONS.
20. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR CLEANING
TRUCKS AND/OR OTHER EQUIPMENT OF MUD PRIOR TO ENTERING PUBLIC
STREETS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS,
ALLAY DUST, AND TAKE WHATEVER MEASURES ARE NECESSARY TO
ENSURE THAT ALL ROADS ARE MAINTAINED IN A CLEAN, MUD AND
DUST -FREE CONDITION AT ALL TIMES. THE CONTRACTOR SHALL UTILIZE A
STREET SWEEPER FOR STREET CLEANING.
21. ANY CONSTRUCTION DETOURS WILL REQUIRE AN ALL-WEATHER ROAD
SURFACE.
22. CONTRACTOR SHALL INSTALL PROJECT IN ACCORDANCE WITH MOST
UPDATED TOWN OF PITTSBORO DESIGN STANDARDS.
23. CONTRACTOR SHALL CONFIRM LOCATION, ELEVATION, AND CONDITION
OF EXISTING UTILITES PRIOR TO CONSTRUCTION. SHOULD ADJUSTMENTS
OF PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID EXISTING
UILITIES, THE CONTRACTOR SHALL COORDINATE SUCH ADJUSTMENTS
WITH THE ENGINEER BEFORE PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL REPORT CONFLICTS TO THE ENGINEERING IN
WRITING IMMEDIATELY.
24. SHOULD THE CONTRACTOR DAMAGE ANY EXISTING UTILITIES, THE
CONTRACTOR SHALL IMMEDIATELY CONTACT THE UTILTY OWNER AND
SCHEDULE REPAIRS.
25. CHATHAM PARK INVESTORS AND TOWN OF PITTSBORO ARE NOT
RESPONSIBLE FOR DAMAGE TO UTILITIES, ROADWAYS, HARDSCAPE OR
OTHER FEATURES DAMAGED BY THE CONTRACTOR.
26. THE CONTRACTOR IS REPSONSIBLE FOR SUPPORTING AND PROTECTING
UTILITIES, STRUCTURES, POWER POLES, PIPE LINES AND CONDUITS WHICH
MAY BE ENCOUNTERED DURING COMPLETION OF THE WORK AT NO
ADDITIONAL COST TO THE OWNER. ANY DAMAGE RESULTING FOM THE
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR OR
UTILITY OWNER (WHERE REQUIRED) TO THE SATISFACTION OF THE
ENGINEER AT THE CONTRACTOR'S EXPENSE.
27. UNLESS NOTED OTHERWISE ON THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL NOT DISTURB BUFFER ZONE 1 OR BUFFER ZONE 2.
28. TOPOGRAPHIC SURVEY OF PROPOSED CONDITIONS IS PROVIDED BY
WITHERS AND RAVENEL. EXISTING TOPOGRAPHIC CONDITIONS IS
PROVIDED BY MCKIM AND CREED AND WITHERS AND RAVENEL.
29. ROADWAY DESIGN IS PROVIDED BY KIMLEY-HORN.
30. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL
BORROW/STOCKPILE/WASTE AREAS, ALL LAYOUT/STAGING AREAS, AND
ALONG EITHER SIDE OF ALL TEMPORARY CONSTRUCTION ACCESS
ROADS/CORRIDORS.
31. ALL DISTRUBED DITCH LINES SHALL BE RESHAPED, RE -SEEDED, MULCHED
AND TACK COAT APPLIED, TO PRE -CONSTRUCTION LINE, GRADE, AND
SHAPE UNLESS SHOWN OTHERWISE.
32. ALL LAND DISTRUBANCES SHALL BE MAINTAINED WITHIN THE LIMITS OF
DISTRUBANCE OR PERMANENT AND TEMPORARY EASEMENTS AS
INDICATED ON THE PLANS. IF CONTRACTOR REQUIRES ADDITIONAL AREA
FOR CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY ENGINEER
AS SOON AS POSSIBLE AND NOT OCCUPY ADDITIONAL AREA UNTIL THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REVISED
AND APPROVED BY CHATHAM COUNTY. CONTRACTOR WILL BE
RESPONSIBLE FOR ALL COSTS AND TIME DELAYS ASSOCIATED WITH
PERMIT MODIFICATION.
33. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STORM
DRAINAGE DURING CONSTRUCTION SUCH THAT PRE-EXISTING DRAINAGE
CAPACITY IS CONTINUOUSLY PROVIDED. TEMPROARY STORM BASINS,
PIPES, AND PUMPS SHOULD BE USED IF NECESSARY. PERMANENT STORM
DRAINAGE STRUCTURES AND PIPES SHALL BE REPLACED AS SOON AS
POSSIBLE.
34. ALL WATER AND SEWER MAINS SHALL HAVE A HORIZONTAL SEPARATION
OF 10 FEET IN ACCORDANCE WITH NCAC 27 RULES.
35. ALL WATER AND SEWER MAINS SHALL HAVE A VERTICAL SEPARATION OF 2
FEET WITH WATER LINE HIGHER THAN SEWER IN ACCORDANCE WITH
TOWN OF PITTSBORO STANDARDS, AS MEASURED FROM OUTSIDE WALL
TO OUTSIDE WALL. RECLAIMED WATER LINES AND FORCE MAINS ARE
CONSIDERED SEWER MAINS. CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY AND IN WRITING IF ADJUSTMENTS NEED TO BE MADE TO
MEET THESE REQUIREMENTS.
36. ACCESS TO THE SITE SHALL BE CONDUCTED THORUGH USE OF TEMPORARY
CONSTRUCTION ENTRANCES AS SHOWN.
37. CONTRACTOR SHALL NOTIFY ENGINEER, CHATHAM PARK INVESTORS, AND
TOWN OF PITTSBORO AT LEAST 48 HOURS IN ADVANCE OF EQUIPMENT
START UP OR BYPASS OPERATIONS.
38. GEOTECHNICAL BORES ARE PROVIDED BY GEOTECHNOLOGIES AND ARE
J
'REV NO.
DESCRIPTION
DATE NS
G
FINAL DESIGN - ISSUED FOR PERMITTING (RWDL) - NOT FOR CONSTRUCTION
23 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT 8 EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
REVISIONS
/
/
\
0001111110,,,
oe . �Ess(o,y .'v./',
‘ .:
=
/ SE
p46994
_
-
;�/e.;.FNc!NE� <t,�.
\
';,tiAEL D • P,'
J
SHOWN ON THE PLANS FOR IMFORMATION ONLY AND ARE NOT
CONSIDERED PART OF THE CONTRACT DOCUMENTS. INFORMATION
SHOWN IS LEFT TO THE INTERPRETATION OF THE CONTRACTOR.
39. CONTRACTOR SHALL PROVIDE AT LEAST ONE FULL-TIME, ON -SITE
SUPERINTENDENT FOR THIS PROJECT. THE PROJECT SUPERINTENDENT
SHALL BE APPROVED BY CHATHAM PARK INVESTORS AND TOWN OF
PITTSBORO BASED ON REFERENCES AND PRIOR PROJECTS. THE PROJECT
SUPERINTENDENT SHALL BE ON -SITE FOR ALL CONSTRUCTION -RELATED
ACTIVITIES FROM CLEARING TO SITE RESTORATION. THE PROJECT
SUPERINTENDENT SHALL NOT BE REPLACED EXCEPT BY WRITTEN
APPROVAL FROM CHATHAM PARK INVESTORS AND TOWN OF PITTSBORO.
40. PROPOSED FORCE MAIN, RECLAIMED WATER AND WATER LINE SHALL BE
INSTALLED A MINIMUM OF 10 FEET FROM PROPOSED AND EXISTING
TRAFFIC SIGNAL POLES.
41. CONTRACTOR TO FOLLOW STREAM AND BUFFER PERMITTING
REQUIREMENTS (SOME PERMITS ARE PROVIDE BY OTHERS).
42. ALL IMPACTED RIPARIAN BUFFER ZONES TO BE PERMANENTLY STABILIZED
PER TOWN OF PITTSBORO RIPARIAN BUFFER AUTHORIZATION.
43. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH THE LATEST VERSION
OF NCDOT'S UTILITIES ACCOMMODATION MANUAL.
/
4MCKIM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
1
VILLAGE SOUTH PUMP STATION
AND UTILITIES
GENERAL
GENERAL NOTES
/
PROJ. START DATE:
1
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
KJS
CHECKED
KJS
PROJ. MGR.
BRL
\
[ SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
1
G00.1
DRAWING NUMBER
G
REVISION
STATUS: FINAL DESIGN -ISSUED FOR PERMITTING
(RWDL) - NOT FOR CONSTRUCTION
I:\01561 \0015\WATER\80-DRAWINGS\GENERAL\G00.1 - 01561-0015.DWG 02/23/2022 12:48:56 CODIE TONDRE

1
ABBREVIATIONS
1
ABBREVIATIONS CONTINUED
7-
3
EXISTING LINE LEGEND
1
6
PROFILE LINE LEGEND
10
CROSS -REF SYMBOLOGY
SUBSURFACE PROFILE LEGEND
1 SFD
1 STORY FRAMED DWELLING
1 SBKBUS
1 STORY BRICK BUSINESS
A
AIR
AC
ASBESTOS CEMENT
AL OR ALUM
ALUMINUM
ARV
AIR RELEASE VALVE
ASPH
ASPHALT
BC
BACK OF CURB
BFV
BUTTERFLY VALVE
BK
BRICK
BLD
BLIND
BO
BOLLARD
BOV
BLOW OFF VALVE
BV
BALL VALVE
CARV
COMBINATION AIR RELEASE VACUUM VALVE
CAN
CABLE TELEVISION
CB
CATCH BASIN
C&G
CURB AND GUTTER
CHN
CHAIN
CI
CURB INLET
C/L, Q
CENTERLINE
CMP
CORRUGATED METAL PIPE
CMU
CONCRETE MASONRY UNIT
CO
CLEAN OUT
CON
CONCENTRIC
CONC
CONCRETE
CPLG
COUPLING
CPP
CORRUGATED PLASTIC PIPE
CS
COMPOST SOCK
CSF
COMBO SILT / TREE PROTECTION FENCE
CV
CHECK VALVE
CWTD
CLEAN WATER TEMPORARY DIVERSION
D
DRAIN
DI
DROP INLET / DUCTILE IRON
DIP
DUCTILE IRON PIPE
DUCT
DUCT BANK
D/W
DRIVE WAY
DWG
DRAWING
EL OR ELEV
ELEVATION
EOG
EDGE OF GRAVEL
EOI
END OF INFORMATION
EP, EOP
EDGE OF PAVEMENT
EW
EYEWASH
EX
EXISTING
EXP
EXPANSION
LP
LIGHT POLE
LT
LIGHT
FCA
FLANGE COUPLING ADAPTER
FD
FLOOR DRAIN
FDC
FIRE DEPARTMENT CONNECTOR
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FHA
FIRE HYDRANT ASSEMBLY
FIN
FINISHED
FLG
FLANGE
FLEX
FLEXIBLE
FLR
FLOOR
FM
FORCE MAIN
FRP
FIBERGLASS REINFORCED PIPE
FO
FIBER OPTIC
FOT
FLAT ON TOP
GL
GUTTER LINE
GM
GAS METER
GRAV
GRAVEL
GTS
GAS TEST STATION
GV
GAS VALVE
GV
GATE VALVE
GW
GUY WIRE
HB
HOSE BIB
HB
HOT BOX
HDPE
HIGH -DENSITY POLYETHYLENE
HP
HIGH POINT
HWL
HIGH WATER LEVEL
INV
INVERT ELEVATION
IPF
IRON POST FOUND
JB
JUNCTION BOX
JT
JOINT
LF
LINEAR FEET
LOD
LIMITS OF DISTURBANCE
LP
LOW POINT
LR
LONG RADIUS
LSA
LANDSCAPE AREA
LWL
LOW WATER LEVEL
MB
MAIL BOX
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MJ
MECHANICAL JOINT
MOV
MOTOR OPERATED VALVE
MTL
METAL
N.C.
NORMALLY CLOSED
N.O.
NORMALLY OPEN
NIC
NOT IN CONTRACT
NWL
NORMAL WATER LEVEL
OHE/OE
OVER HEAD ELECTRIC
0/F
OVERFLOW
OU
OVER HEAD UTILITIES
PE
PLAIN END
PIV
POST INDICATOR VALVE
POLY
POLYMER
PP
POWER POLE
PRV
PRESSURE REDUCING VALVE
PTFE
POLYTETRAFLUOROETHYLENE
PV
PLUG VALVE
PVC
POLY VINYL CHLORIDE
PW
POTABLE WATER
RCW
RECLAIMED WATER
RCP
REINFORCED CONCRETE PIPE
REC
PER RECORD
RED
REDUCER
RFCA
RESTRAINED FLANGE COUPLING ADAPTER
RJ
RESTRAINED JOINT
RK
ROCK
R/W, ROW
RIGHT OF WAY
S
SIGN
SDMH
STORM DRAIN MANHOLE
SF
SILT FENCE
SS
SANITARY SEWER
S.S.
STAINLESS STEEL
SSF
SUPER / HIGH HAZARD SILT FENCE
SSMH
SANITARY SEWER MANHOLE
STA
STATION
SUE
SUBSURFACE UTILITY ENGINEERING
S/W
SIDE WALK
SVC
SERVICE
TBM
TEMPORARY BENCH MARK
TC
TERRA COTTA
TLP
TRAFFIC LIGHT POLE
TOB
TOP OF BANK
TOC
TOP OF CONCRETE
TOG
TOP OF GRATING
TOS
TOP OF SLAB
TOW
TOP OF WALL
TH
TEST HOLE
TPF
TREE PROTECTION FENCE
TSBOX
TRAFFIC SIGNAL BOX
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
UNK
UNKNOWN
VAR
VARIABLE
VCP
VITRIFIED CLAY PIPE
WD
WOOD
WL
WATER LINE
WM
WATER METER
WV
WATER VALVE
XP
CROSS LIGHT POLE
WWF
WELDED WIRE FABRIC
YI
YARD INLET
J
2
EXISTING SYMBOL LEGEND
DESCRIPTION
SYMBOL
11.25' HORIZONTAL BEND
H
22.50' HORIZONTAL BEND
/-I
45' HORIZONTAL BEND
'(--I
90' HORIZONTAL BEND
ZI
AC UNIT
2
BENCH MARK
•
TEMP. BENCH MARK
0
BLOW OFF VALVE
D40
BOLLARD
oB0
TEST BORE HOLE LOCATION
,B-#
CABLE TV PEDISTAL
C
CATCH BASIN
❑
CLEAN OUT
CO O
CONCRETE MONUMENT FOUND
oCMF
CONTROL POINT
A
CROSS
III
CURB INLET
I ' 1
ELECTRIC BOX
MI
ELECTRIC MANHOLE
END OF INFORMATION
O
FLAG POLE
oFP
GAS METER
GMO
GUY POLE
-
GUY WIRE
A
HANDHOLE
IHIHI
HYDRANT
y
IRON POST FOUND
oIPF
IRON ROD FOUND
oIPF
LIGHT POLE
oLP
MAIL BOX
MB❑
MONITOR WELL
0
POWER POLE
OPP
WATER MANHOLE
PK FOUND
OPKF
RAIL ROAD SPIKE
o RRSPIKE
SANITARY SEWER MANHOLE
SHRUB
G
SIGN
u
STORM DRAIN MANHOLE
QD
TAPPING SLEEVE AND VALVE
IXI
TEE
DTI
TELEPHONE MANHOLE
TO
TELEPHONE PEDESTAL
11
TRAFFIC SIGNAL BOX
■
TRANSFORMER
►5
DECIDUOUS TREE
PINE TREE
40
UTILITY POLE
VALVE
IX
WATER METER
O
WATER WELL
0
YARD HYDRANT
t5
REV NO
DESCRIPTION
DATE 1
G
FINAL DESIGN - ISSUED FOR PERMITTING (RWDL) - NOT FOR CONSTRUCTION
23 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
REVISIONS J
r
1
DESCRIPTION
LINETYPE
UNDERGROUND CABLE TV
- - -TV— — -
- - -Tv(R) - - -
- —E— —
- - -E(R)- - -
- - —FO— — -
- --Fo(R)- - -
- - —FM— — -
- --FM(R)- - -
- - —G— — -
- - -G(R)- - -
UNDERGROUND PER RECORD CABLE TV
UNDERGROUND ELECTRIC
PER RECORD UNDERGROUND ELECTRIC
UDERGROUND FIBER OPTIC
PER RECORD UNDERGROUND FIBER OPTIC
SANITARY SEWER FORCEMAIN
PER RECORD SANITARY SEWER FORCE MAIN
UNDERGROUND GAS
UNDERGROUND PER RECORD GAS
OVER HEAD UTILITIES
OU
- -R— —
- - -R(R)- - -
- - -SS- -
- --ss(R)- - -
RECLAIMED WATER LINE
PER RECORD RECLAIMED WATER LINE
GRAVITY SANITARY SEWER
PER RECORD GRAVITY SANITARY SEWER
STORM DRAINAGE
- - T — -
- -- - T(R) - -
u
- - - w - - -
- - -w(R)- - -
UNDERGROUND TELEPHONE
UNDERGROUND PER RECORD TELEPHONE
UNDERGROUND UNKNOWN
WATER LINE
PER RECORD WATER LINE
FENCE
GUARD RAIL
o 0
BACK OF CURB
EASEMENT
EDGE OF GRAVEL
EDGE OF PAVEMENT
PROPERTY LINE
-
--
RIGHT OF WAY
ROAD CENTER LINE
100 YEAR FLOODPLAIN
-—100FP—
DITCH q
MAJOR CONTOUR
----- Z3— — -
MINOR CONTOUR
RIPARIAN BUFFER ZONE 1—
RIPARIAN BUFFER ZONE 2-
RIPARIAN BUFFER ZONE 3
TOP OF BANK
-
TREELINE
WATERCOURSE
- - -
--- ---
WETLAND BOUNDARY
2
4
PROPOSED SYMBOL LEGEND
DESCRIPTION
SYMBOL
11.25' HORIZONTAL BEND
H
22.50' HORIZONTAL BEND
!-I
45' HORIZONTAL BEND
X-{
90' HORIZONTAL BEND
ZI
VERTICAL BEND
II
AIR RELEASE VALVE
pA
VALVE
M
BLOWOFF VALVE
N.
HYDRANT
`9'
YARD HYDRANT
t
CROSS
F�I
TEE
Ell
TAPPING SLEEVE AND VALVE
Ell
REDUCER
110°
CAP/PLUG
,-,
POTABLE WATER SERVICE METER
RECLAIMED WATER SERVICE METER
Ci
EXISTING UTILITY SERVICE RECONNECTION
-(
CONCENTRIC SANITARY SEWER MANHOLE
(o)
ECCENTRIC SANITARY SEWER MANHOLE
FLAT TOP SANITARY SEWER MANHOLE
0
CLEAN OUT
0
ARC FILTER
•'"'•
CHECK DAM
INLET PROTECTION
a
PIPE INLET PROTECTION
:'=
SILT FENCE OUTLET
'11
WATTLE
CCID
2
r
5
PROPOSED LINE LEGEND
DESCRIPTION
LINETYPE
PERMANENT EASEMENT
------
TEMPORARY EASEMENT
SANITARY SEWER FORCE MAIN
FM
RECLAIMED WATER LINE
R
GRAVITY SANITARY SEWER
SS
WATER LINE
- /
/-
W
/ /- / /- / /-
/-
/-
TO BE ABANDONED
DIVERSION DITCH
LIMITS OF DISTURBANCE/CLEARING LIMITS
COMBINATION SILT FENCE/TREE PROTECTION
CSF
TEMPORARY SILT FENCE
sF
TEMPORARY SUPER SILT FENCE
SSF
TEMPORARY TREE PROTECTION FENCE
TPF
COMPOST SOCK
cs
PERMANENT FENCE
x x
GUARD RAIL
0 0
DESCRIPTION
LINETYPE
EXISTING GRADE PAVEMENT PROFILE
EXISTING GRADE GROUND PROFILE
PROPOSED GRADE PROFILE
\di/
\III/
THEORETICAL 1:1 SLOPE
Ili/ \III/
WETLAND CROSSING
7
AREA LEGEND
WETLANDS
y y s4. y
� W
� y y y
vUvuvUvuv J
RIP -RAP
+ + + + + + + +
TEMP. SLOPE STABILIZATION
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
STRAW WITH NET LINER
7-
8
PROCESS ABBREVIATIONS
A
PROCESS AIR
ALUM
WTP ALUM SLUDGE
AS
ACTIVATED SLUDGE
BW
BACKWASH
BWD
BACKWASH DRAIN
BWS
BACK WASH SUPPLY
BWW
BACK WASH WASTE
D
DRAIN
EXP
EXPANSION
FA
FOUL AIR
FE
FINAL EFFLUENT
FI
FILTER INFLUENT
FFM
FILTRATE FORCE MAIN
FTD
FILTER DRAIN
FTE
FILTER EFFLUENT
GR
GRIT
GV
GATE VALVE
HWR
HOT WATER RETURN
HWS
HOT WATER SUPPLY
IFM
INFLUENT FORCE MAIN
ML
MIXED LIQUOR
NAOCL
SODIUM HYPOCHLORITE
NAOH
SODIUM HYDROXIDE (CAUSTIC SODA)
NG
NATURAL GAS
NPW
NON -POTABLE WATER
NRCY
NITRIFIED RECYCLE
PD
PROCESS DRAIN
PE
PRIMARY EFFLUENT
PS
PRIMARY SLUDGE
PTE
PRELIMINARY TREATMENT EFFLUENT
PTFE
POLYTETRAFLUOROETHYLENE
PW
POTABLE WATER
RAS
RETURN ACTIVATED SLUDGE
RW
RAW WASTEWATER
SBR
SEQUENCING BATCH REACTOR
SD
STORM DRAIN
SPD
SUMP PUMP DISCHARGE
SR
SCRUBBER RECIRCULATION
SRD
SCRUBBER RECIRCULATION DISCHARGE
SRP
SCRUBBER RECIRCULATION PUMP
SRS
SCRUBBER RECIRCULATION SUCTION
SUP
DIGESTER SUPERNATANT
SW
SEAL WATER
UV
ULTRAVIOLET
WAS
WASTE ACTIVATED SLUDGE
7-
9
MECHANICAL SYMBOLS
VALVE SYMBOL
DESCRIPTION
BUTTERFLY VALVE
NI]
CHECK VALVE
XGATE
VALVE
XPLUG
VALVE
11
d---
BALL VALVE
GLOBE VALVE
J
4>fr*
1VgIQM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
J
I •.
X.XXX.X
X.XXX.X
___(•1111111111
= SECTION CUT SYMBOL
= STRUCTURE / BUILDING ELEVATION
= DETAIL
r
Nu
=` CHATHAM PARS
�� Iiiili
Many Choices. One Place.
TOPSOIL
LOW PLASTICITY CLAY
El LOW PLASTICITY SILT
4
HH
PARTIALLY WEATHERED ROCK
SILTY SAND
HIGH PLASTICITY CLAY
STANDARD PENETRATION RESISTANCE
ii,4ww AUGER REFUSAL
VILLAGE SOUTH PUMP STATION
AND UTILITIES
GENERAL
CIVIL - MECHANICAL LEAD SHEET
r
\
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
r
H
SCALE1
ORIZONTAL:
N/A
VERTICAL:
N/A
r
G00.2
DRAWING NUMBER
G
REVISION
l
STATUS: FINAL DESIGN -ISSUED FOR PERMITTING
(RWDL) - NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\GENERAL\G002 - 01561-0015.DWG 02/23/2022 12:49:04 CODIE TONDRE

CONC. APRON
DROP INLET
THROAT: 521.12'
IN: 517.92'
OUT: 517.92'
EXIT 383
15-501
C/A FENCE
RCP
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
EX. 12" GATE VALVE
o
9/`ti o�
-7,i7 0
PROP PUE A'lr 6cp 45
TEMP. STAW WATTLE L� \
(TYP. WHERE SHOWN) -, `r,
(SEE DETAIL EC-18) �,`S 'As,
ss
12"x6" REDUCER
STA: 1+04
20
6" 11.25° HORIZ. BEND
STA: 1+32
EX. 12" CAP
STA: 1+00
(CONTRACTOR SHALL REMOVE\
EXIST. CAP AND
BLOW -OFF ASSEMBLY
AND ROUTE RCW\\\ DROP1
AS SHOWN), R,. . b
KNOWN PIPE \\
IN: 514.48'
CONTRACTOR TO REMOVE AND REPLACE
EXISTING GUARD RAIL AS REQUIRED
LIMITS OF DISTURBANCE
(TYP. WHERE SHOWN)
TEMP. WATTLE CURB INLET PROTECTION
((TYP. WHERE SHOWN)
((SEE DETAIL EC-26)
DROP J1
THROAT*
(NE): 505 89'
IN-- (SE): 513 64'
5.79'
TEMP. SILT FENCE
(TYP. WHERE SHOWN) -
(SEE DETAIL EC-08) \_
TEMP. SLOPE STABILIZATION—
(TYP. WHERE SHOWN)
(SEE DETAIL EC-17)
PROPOSED FORCE MAIN
(SEE SHEETS C2-C3)
PROPOSED 6" PVC DR18 C900 RCW
0¢
z�
0
SU TTLES'�
(70R/W
0
PROP PUE
PROPOSED WATERLINE
(SEE SHEETS C4-05)
C, \ _J 3.5' MIN (TYP.)
5' MIN (TYP.)
i\
\\ 2,,� 1/6
PLAN VIEW
HORIZ: 1 "=50'
TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
6" 45° HORIZ. BEND
STA: 9+16
TEMP. WATTLE CURB INLET PROTECTION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-26)
6" GATE VALVE
STA. 10+07
10' MIN (T(P.)
.424
tr\
TEMP. COMBO SILTITREE PROTECTION
FENCE (TYP. WHERE SHOWN)
(SEE DETAIL EC-11)
i OI,\
2" CARV MH (w/o VENT PIPE)
STA: 9+96
PROP PUE
)�l
543
\ 0
6" 45° HORIZ. BEND
.STA: 9+89
2.. CARV
MH
VENT
PIPE)
STA: 9+96
STA
,
��.
PROP
6" PVC C900 FM
MM.
_..J
��
�
24 MIN.
"
—6" GATE VALVE
'�-
STA. 10+07
_
�/
�f�.
_
— - — '
__
CONSTANT UPWARD GRADE
TO CARV TO INTERMEDIATE.
6" 45° HORIZ. BEND
HIGH POINTS
STA:
9+16
EX. GRADE
EX. UGE
��
3' MIN
�
PROPOSED 6" WL
6" 45° HORIZ. BEND
(REF. C4 & C5)
,_
�_
-�
STA: 9+89
-'
,�.�
'=,
EX
24" RCP
/
-`
�'
-`-
CONSTANT
UPWARD GRADE
�—_
= --
— —
I
,_
0 CARV
TO AVOID INTERMEDIAT
_
PROPOSED 6' PVC DR18 C900
RCW
_
HIGHPOINTS
TYP.=MIIITI
��IIMMIENIMI
.M
.-/
/
-
�
,
�f
_
+
EX. 24" RCP
-)mil%
117
6" 11.25° HORIZ. BEND
_`
_`
STA: 1+32
12"x6" REDUCER
STA: 1+04
_
EX. 12" CAPSTA:
1+00
(COSHALL REMOVE
(CONTRACTOR
CAPEXIST. AND
BLOW -OFF ASSEMBLY
AND ROUTE RCW
AS SHOWN)
1+00
2+00
3+00
REV.NO.
DESCRIPTION
DATE 1
H
FINAL DESIGN - ISSUED FOR PERMITTING (RWDL) - NOT FOR CONSTRUCTION
23 FEB 2022
G
FINAL DESIGN - ISSUED FOR PERMITTING (NCDOT) - NOT FOR CONSTRUCTION
21 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT 8 EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90 % DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
REVISIONS
4+00
•
1
5+00
6+00
7+00
PROFILE VIEW
HORIZ: 1"=50'
VERT: 1 "=5'
r
4MXIM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
1
8+00
9+00
10+00
I
iritCHATHAM PARK
Many Choices. One Place.
1
11+00
12+00
50'
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
13+00 13+24
0
50' 100'
SCALE: 1"=50' (Horiz.)
NOTES:
1. PROPOSED FORCE MAIN BORE AND JACK OF CHATHAM PARKWAY
SHALL BE COMPLETED PRIOR TO INSTALLATION OF PROPOSED
RECLAIMED WATER LINE.
2. SEE SHEETS D00.2 AND D00.3 FOR RESTRAINT AND ANCHOR
REQUIREMENTS.
3. EXISTING RIGHT-OF-WAY (ROW) SHOWN ON THE PLANS IS
PROVIDED BY NCDOT AND WITHERS-RAVENEL.
3.1. NCDOT ROW IS PROVIDED ALONG SUTTLES ROAD.
3.2. WR ROW IS PROVIDED ALONG CHATHAM PARK WAY.
I
VILLAGE SOUTH PUMP STATION
AND UTILITIES
RECLAIMED WATER
STA. 1+00 - STA. 13+24
L
r
PROJ. START DATE:
\
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
10'
10'
20'
SCALE: 1"=10' (Vert.)
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
AS NOTED
L
40"-
C6
DRAWING NUMBER
REVISION
STATUS: FINAL DESIGN - ISSUED FOR PERMITTING
(RWDL) NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\CIVIL\CU-104-15610015-RECLAIM.DWG 02/23/2022 12:49:15 CODIE TONDRE

568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
�(i
541
PROP PUE
STA, , C&C
10'x10' RECEIVING PIT
GATE VALVE
STA.2+31
ON ** x 2" TEMP. BLOW OFF
7 PROPPUE
Ill
� � I
/8icAiR
p
4 p 7
4
x10' LAUNCH!
3
6" GATE VALVE
STA. 14+05
6"x4" TEE
STA: 14+08
6" GATE VALVE
STA. 14+11
4" GATE VALVE
STA.1+03
1254'R N
)/
LIMITS OF DISTURBANCE-
(TYP. WHERE SHOWN)3HIF.
TEMP. SLOPE STABILIZATION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-17)R
PROPOSED 6" PVC DR18 C900 RCW
CHATHAM PARKWAY
±84 LF OF 12" ST L-6ASING (0.25" THICKNESS)
W/ ±84 OF 4" RJDIP RCW CARRIER P!PE
(INSTALLED BY BORE & JACK)
(LATERAL 1)
1 � it
/
6" 45° HORIZ. BEND
STA: 18+95
2" CARV MH
STA: 18+65
/ 6" 45° HORIZ. BEND
/ STA: 18+28
/ /
SILT FENCE LAYOUT AT PIT LOCATIONS
(SEE DETAIL EC-21)
■ 2 6" 11.25° HORIZ. BEND
STA: 17+99
6"x4" TEE
STA: 17+91
PROP PUE
10' MIN (TYP.)
ca
TEMP. SILT FENCE
Y (TYP�1IHEftGSHQ)QIN��_a
(SEE DETAIL EC-08)
a.
TEMP. WATTLE CURB INLET PROTECTION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-26)-.
1
6" GATE VALVE
STA. 17+88
53` 4" GATE VALVE
STA. 1+04
Ail
7 / r \\' o\c'
2" TEMP. BLOW OFF
Ate
11
/ ASSEMBLY
6"GATE VALVE
STA. 19+92
�1C kk
6"x6" TEE I
, STA: 19+92 P
1 k11C�
6" GATE VALVE
STA. 19+87
4-11
K( r
fit
iris a%! . y�_•'7`'1Ef7
'.�6" GATE VALVE)
STA. 17+94
v
0_LAIUNCHNG PIT 1
i'
AIM &Mimi
8.8
11111111111110.111Mammm.— II
10'x10' RECEIVING PIT
-
�i— TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)_
(SEE DETAIL EC-12)
/_
4" 90° HORIZ. BEND
_ STA:2+14
SILT FENCE LAYOUT AT PIT LOCATIONS '
--„,_— r.. ftrall11
/ - (SEE DETAIL EC 21) ER -----100'- RT T 'N �'
CP
rf /
TEMP. STAW WATTLE
(TYP. WHERE SHOWN)
(SEE DETAIL EC-18)
50'
r-Aff/
1[ s
6" GATE VALVE
STA. 119+9 Ai l II .37.19� ,1
I ±61 LF OF 16" STEEL CASING 0.25" THICK
38.63' W/ ±61 OF 6" RJ DIP CARRIER PIPE
• J jr (INSTALLED BY OPEN CUT)
±98 LF OF 12" STEEL CASING (.025" THICKNESS)
W/ ±98 OF 4" RJDIP RCW CARRIER PIPE
(INSTALLED BY BORE & JACK)
(LATERAL 2)
v U •
4
,yv\\
\\\\\\t(0\,
I
PROP PUE
PUE = LODE"
6" 90° HORIZ. BEND
STA: 20+65
�6" 90° HORIZ. BEND
STA: 21+03
2" TEMP. BLOW OFF
\ASSEMBLY
2' - 6'
:!d
Ia
\\
,PROP PUE
PLAN VIEW
HORIZ: 1 "=50'
6" GATE VALVE
STA.19+97 ,_
6"x6" TEE II____
STA: 19+92 '1____
6"
45° HORIZ.
STA:
BEND
18+95
6" GATE VALVE „____
STA. 19+87 1,1____
__
_
1"____
PROPOSED
12" WL
_
---_
MI
,
(REF.
C4 &
C5)
/
EX. GRADE
_-_1111111=_11S_
PROPOSED
12"
WL
,PAI�,II
6" 90°
HORIZ.2
STA:
21+03
3
,
-
�-
(REF.
C4
& C5)
—_MEI
IMM
_
_III
.
—�_
90° HORIZ.
BEND—
_
—�F/
i7
�—'�
STA:
20+65
la
_—
—
,I \
—1111,1
- -
--
1
�
�
/
\11114111111111
iJ111
�.
-i-1111�
��
NMI
�L�!��IIIIIM
V�\L1IVID
inu
RE
_
PROPOSED 6" PVC DR18 C900 RCW
1111
_��1MINLZ_�,IIIIIP'''''►li
1j`\�
.-�
6"
GATE VALVE
ii:=
1
6" GATE
VALVE
STA. 17+88
=�:��
\
1 STA. 14+11
6"x4" TEE
6"x4" TEE
►
IN
�_1_
STA: 17+91
i-.
_�-._„'
2" TEMP. BLOW
OFF
__.
STA: 14+08
ASSEMBLY
6" GATE VALVE
6"
GATE VALVE
-r
__�■_-mi
STA.17+94
'_'_.-_Mill
STA.14+05
6" 11.25° HORIZ. BEND
___
-__`
PROPOSED 12" WL
(REF. C4 & C5)
STA: 17+99
—___
if
6" 45° HORIZ. BEND
1_,
- ,
� - . . , . ,
STA: 18+28
,__III.
CONSTANT UPWARD GRADE
THEORETICAL 1:1
SLOPE (TYP.)
0 CARV TO AVOID INTERMEDIAT
16"
±61 LF OF STEEL
W1 ±61 OF 6"
CASING 0.25" THICK
RJ DIP CARRIER PIPE
HIGH POINTS TYP.
(INSTALLED
BY OPEN CUT)
===
14+00
15+00
16+00
17+00
PROFILE VIEW
HORIZ: 1 "=50'
VERT: 1"=5'
/REV NO
DESCRIPTION
DATE
G
FINAL DESIGN - ISSUED FOR PERMITTING (RWDL) - NOT FOR CONSTRUCTION
23 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT 8 EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
REVISIONS
18+00
19+00
r
/dJr) (..
SEAL
046994 _=
ss z123/zo-ZZk
D
'00l IIIIIII III\
20+00
21+00
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
21+25
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
i
4fri>e
1vgKIlVI&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
1
2" TEMP. BLOW OFF
ASSEMBLY
' GATE VALVE
2+98
.71
II.
PROP PUE
iekO,ir
535
3
cc
a
GRADE
€ CHAP-
EX.
10'x10' RECEIVING PIT
PROP GRADE (BY OTHERS)
I
I
2" TEMP.
BLOW OFF
(ALONG
ALIGNMENT)
6"x4"
STA: 14+08
MAIN
'
TEE
L
I
\ I
I
ASSEMBLY
I A
\ I
I �
I
I:
--_.--____
--- -
_
-_
L---
-_-_
-
4.. GATE
VALVE
'
STA.2+31
1
LF OF
OF
12" STEEL CASING
4" RJDIP RCW CARRIER
BY BORE & JACK)
1)
--`—±84
WI±84
PIPE
/
(INSTALLED
/
(LATERAL
VALVE
GATE
1+03
4"
STA.
,1
(TYP.)
f
THEORETICAL
SLOPE
1:1
-35'x10' LAUNCHING PIT
MAINTAIN
GRADE
TO AVOID
POINTS (TYP.)
CONTRACTOR SHALL
CONSTANT UPWARD
TO BLOWOFF ASSEMBLY
INTERMEDIATE HIGH
1+00
2+00
3+00
RCW LATERAL 1 PROFILE VIEW
HORIZ: 1"=50'
VERT: 1"=5'
r
HAM PARK
�''„ .' I � `�nMany AThoice�One la
1
1
3+75
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
P
NOTES:
1. SEE SHEETS D00.2 AND D00.3 FOR RESTRAINT AND ANCHOR
REQUIREMENTS
50' 0 50'
•
SCALE: 1"=50' (Horiz.)
100'
10'
10'
20'
SCALE: 1"=10' (Vert.)
/ PROP
GRADE
(BY OTHERS)
EX. GRADE
14" 90°
HORIZ. BEND
STA: 2+14
4'
GATE
VALVE
4"
GATE
STA.
VALVE
1+04
STA.
2+98
-
I
---
'
TEMP.
-•
2"
BLOW OFF
I
EX.
GRADE
ASSEMBLY
I--------
I
PROPOSED PVC
6"x4" TEE
!
t!
4"
(LATERAL 2)
RCW
STA: 17+91
1
ALONG MAIN
f1
/
10'x10'
RECEIVING
PIT
ALIGNMENT)
435'x10, LAUNCHING
PIT
±98 LF
OF 12"
STEEL
CASING (0.25"
THICKNESS)
/
W/ ±98
OF 4"
RJDIP RCW
CARRIER PIPE
/
(INSTALLED
BY BORE
& JACK)
(LATERAL
2)
ITHEORETICAL
1:1
SLOPE
(TYP.)
CONTRACTOR SHALL MAINTAIN
CONSTANT UPWARD GRADE
TO BLOWOFF ASSEMBLY TO AVOID
INTERMEDIATE
HIGH POINTS (TYP.)
I
1+00
2+00
3+00
RCW LATERAL 2 PROFILE VIEW
HORIZ: 1"=50'
VERT: 1"=5'
r
VILLAGE SOUTH PUMP STATION
AND UTILITIES
M1
RECLAIMED WATER
STA. 13+24 - STA. 21+11
I
\
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
1
4+00
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
AS NOTED
-
4+50
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
C7
DRAWING NUMBER
G
REVISION
STATUS: FINAL DESIGN -ISSUED FOR PERMITTING'
(RWDL) - NOT FOR CONSTRUCTION /
I:\01561\0015\WATER\80-DRAWINGS\CIVIL\CU-104-15610015-RECLAIM.DWG 02/23/2022 12:49:37 CODIE TONDRE

REINFORCE CONCRETE
ADJUSTING RINGS
A
CONTRACTOR SHALL GROOVE JOINT
PRIOR TO SEALING LOCATOR WIRE
MANHOLE CONCRETE COLLAR DETAIL
UNPAVED AREA
1" RAISED LETTERING
(RECESSED FLUSH)
VALVE BOX COVER,
PANTONE 522 PURPLE.
STANDARD VALVE BOX
(FOR RECLAIMED WATER)
FINISHED GRADE
uun°°pp1°jpj1ll ENCASEMENT PER TOP SPECS.
�•� lunumm�l4j1°°Innw �>� �
+�71,
ti • STANDARD RECLAIMED VALVE BOX CAST INTO
-4•41111�T Qr!i 1-0r4`
�. ��z�•���/�\//\/r�//� !/ SU•
RFACE MATERIAL. SEE COVER DETAIL (THIS
.CJ1 4.11, SEET).
,s z\�{\ %��l��i���
ALL PARTS SHALL BE OF
THE SAME MATERIAL AND
SUPPLIED BY THE SAME
MANUFACTURER
B
COVER TOP VIEW
EFFECTIVE: 10/01/16
(3) HEX HEAD /6"-16
ZINC PLATED BOLT WITH ZINC WASHER
& ZINC COATED STAINLESS STEEL NUT
A
SPECIFICATIONS:
1. GRAY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. ALL LETTERING SHALL BE CLEAN, CRISP, AND
CLEARLY LEGIBLE.
4. DOMESTICALLY MADE AND MANUFACTURED IN
THE USA.
1 Y2" RAISED LETTERING
(RECESSED FLUSH)
(4) 1" DIA. HANDLING HOLES
ON A 29 3/4" DIA. B.C.
25 3%8"
FRAME SECTION
A -A
CAST -IN
STAINLESS
STEEL ROD
COVER SECTION
B-B
CAST -IN GROOVE FOR
Y4" DIAMETER NEOPRENE GASKET
5"
27"
11 5�8"
FRAME SECTION
B-B
2/16" -
3,
COVER SECTION
A -A
STANDARD MANHOLE RING AND COVER
(OUTFALLS OR UNPAVED AREAS - WATERTIGHT APPLICATIONS)
STANDARD MANHOLE RING AND COVER LABELED
"RECLAIMED WATER DO NOT DRINK
FINISHED GRADE
-1 11=111—I I �J I I —I I I Il—Il I —III (=1 I I I I I III-1J II I I
—� (i—I 11_I 1_1_111=1I�1�— 1= TI I I_I I (
r I THI1-11
ECCENTRIC CONE
SECTION
PRECAST MANHOLE
SECTION
PVC RECLAIMED
WATER MAIN
PANTONE 522
PURPLE
}
1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 lbs.
2) ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE CAST
FROM CLASS 35 GRAY IRON.
3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND
MANUFACTURED IN THE U.SA.
4) ASSEMBLY OTHER THAN COVER SHALL BE PAINTED BLACK.
NOTE:
VALVE OPERATOR EXTENSION SHALL BE INSTALLED IN
ALL CASES WHERE THE VALVE OPERATOR IS GREATER
THAN 8-FT DEPTH FROM THE SURFACE.
MECHANICAL JOINT GATE
VALVE, RESTRAINED.
NO LEAD BRASS
COLLAR
NO LEAD
BRASS PIPE
NO LEAD
CORPORATION
STOP
CAUTION RECLAIMED WATER DO
NOT DRINK
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
EFFECTIVE: 10/01/16
VALVE BOX COVER,
PANTONE 522 PURPLE:
12" WASHED STONE BEDDING UNDER
PIPE & VALVE ASSEMBLY
RECLAIMED WATER GATE VALVE ASSEMBLY
REV.NO.
DESCRIPTION
DATE
G
FINAL DESIGN - ISSSUED FOR PERMITTING (RWDL) - NOT FOR CONSTRUCTION
23 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
\ REVISIONS
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
I
COMBINATION AIR
VALVE SIZED FOR THE
PROPOSED USE
TAPPED TEE FITTING W/
RESTRAINED WEDGE
ACTION RETAINER
GLANDS
CAUTION RECLAIMED WATER
DO NOT DRINK
48"
4"MIN.
"
12"
MINIMUM
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-003
(2) 1/2" x 134" HEX HEAD, STAINLESS STEEL BOLTS AND
WASHERS AT 180° COUNTERSUNK. BOLTS & WASHERS
TO BE TYPE 316 STAINLESS STEEL.
(2) OPEN PICKHOLES
1" DIAMETER
FILLETS @ R 1/8"
1)/4" RAISED LETTERING
(RECESSED FLUSH)
COVER TOP VIEW
RING & COVER SPECIFICATIONS:
1. CLASS 35 GREY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. MANHOLE COVER TO BE PAINTED PANTONE
522 PURPLE, AT MINIMUM 10-mils.
4. ALL LETTERING SHALL BE CLEAN, CRISP,
AND CLEARLY LEGIBLE.
5. DOMESTICALLY MADE & MANUFACTURED IN
THE USA.
FOUR ANCHOR BOLTS
1/2" MINIMUM
NOTES:
1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE.
2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS
OTHERWISE NOTED.
3. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5' IN DEPTH.
4. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS,
CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES.
STANDARD COMBINATION AIR VALVE MANHOLE
(FOR RECLAIMED WATER)
r
4,0 N1��QM£�CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
4,
VENT
HOLE
MINIMUM WEIGHTS
RING
COVER
TOTAL
RING TOP VIEW
180
120
300
STANDARD NO: RW-06-012
WATERTIGHT SEALED
FRAME AND COVER
EFFECTIVE: 10/01/16
45 DEGREES
•
\
•
•
•
\
\
4
SEALED AND VENTED SEWER MANHOLE
NOT TO SCALE
i
CHATHAM PARK
Many Choices. One Place.
4" SCH40 STEEL PIPE WITH PRIMER
AND EPDXY COATING ON OUTSIDE
AND COAL TAR ON INSIDE OR HOT
DIPPED GALVANIZED
1/4" SS MESH SCREEN
2' OVER 100 YEAR
FLOOD ELEVATION
4" x 3" STAINLESS STEEL STRAPS
2'-0" O.C. MIN OF 3 STRAPS
2 - 5/8" x 3" S.S. EXPANSION
ANCHOR BOLTS PER STRAP
SEAL WITH CAP
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-006
2 COURSES OF GRADE RINGS
MAXIMUM IN ROADS ONLY.
NO GRADE RINGS ALLOWED
IN OFF -ROAD INSTALLATION.
RINGS TO BE SET IN MASTIC—r.
STRAIGHT WALL OF
M.H. TO BE LOCATED
OVER INLET
6" WIDE BUTYL MASTIC
TAPE ON EXTERIOR OF
JOINT (TYP)
MANHOLE FRAME AND COVER (TYP)
- OFF ROAD: ANCHOR TO TOP WITH FOUR (4)
STAINLESS STEEL EXPANSION BOLTS
- IN ROAD: CONCRETE COLLAR BELOW FINISHED
ROAD COURSE AND EMBEDDED IN GRAVEL BASE COURSE
6" THICK AND 5' MINIMUM O.C.
- FRAME TO BE SET IN MASTIC
MH DIAMETER
See "Standard Specifications"
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
TOWN OF PITTSBORO STD SEWER AND
RECLAIMED WATER DETAILS
CONCRETE COLLAR, MIN. 6" THICK AND 5'
MIN. O.D. (MUST SPAN FRAME/CONE JOINT)
INTERIOR JOINT: APPLY
NON -SHRINK GROUT
PROJ. START DATE:
2021, MAY,
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
J
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.0
DRAWING NUMBER
G
REVISION
STATUS: FINAL DESIGN - ISSUED FOR PERMITTINGI
(RWDL) NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 02/23/2022 12:49:51 CODIE TONDRE

NOTES:
1. SPACING FOR SPIDERS TO BE 2 PER 18 FOOT LENGTH
OF PIPE, ONE SUPPORT AT EACH END.
2. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS
COATED AFTER FABRICATION.
3. FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN
SLOPE IN CARRIER PIPE.
STEEL SPIDER SUPPORTS
2 PER JOINT OF PIPE
D.I.P. CARRIER PIPE
STEEL ENCASEMENT PIPE
EFFECTIVE: 10/01/16
MIN.*
BLOCK DIM.
3'x3'x3'
4'x4'x2.5'
4'x4'x5'
"A" -DIMENSION
HOOK
CO
CD
0)
MIN
BAR SIZE
CO
CO
co
It
It
4t
W LIJ
d_ N
r
0_ CO
SHOES ON EACH
FOOT OF SPIDER
D.I.P. CARRIER
PIPE
CONTINUOUS
WELD BOTH
SIDES (TYP.)-
ENCLOSED ENDS WITH
8" BRICK MASONRY
2" BEVEL
Im�F
2" DRAIN PIPE
AT LOW END
DRAINAGE GRAVEL
ELEVATION (12 CU.FT. STONE)
PLAN VIEW
STEEL CASING PIPE, CARRIER
PIPE AND SPIDERS
NOT TO SCALE
a0
< UJ
O ~Q U
o00
O OJ O
C:Wix
< O Z
CC CI
0
cn
O ct
JO
O a ❑
_tow
w~a
O W
W = W
Z
O
C: W C:
w a
C.
o3
o' o
OW
m> Q
Ox0=
~aoui
U w cn m
o Q cc Q
o co m c,
03D0C )
, CC L)
.,w<2zz
WI-Oow
o-w0wo
0-UN>w
Z Z 2 U
UO0U§a0
J w O 0 a z
OU�Q2O
UDQOt-O
Q 0 03U 0 2
STEEL ENCASEMENT PIPE
(SEE STANDARD SPECIFICATIONS)
6" x 3/8° STEEL PLATE
<\<//X/2\/x/x/20
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-002
eR'EV NO
DESCRIPTION
DATE 1
G
FINAL DESIGN - ISSUED FOR PERMITTING (RWDL) - NOT FOR CONSTRUCTION
23 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90 % DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90 % DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
N
REVISIONS l
CO
DDC
2 OJ
H
t
S3ILIVA
N
S31HVA
'NUN
I
CO
w
LL w
K 0
D
a_- cn0w
w O O Z O O O W
HU�aa�F-WU
W
I WI!Q
g
o2pw(.0=Zpo
c.i • �Qa-W
w J W U
o< 0)al W 0cn�maOZc�mZ a0owJ-<C_WZ:CO:
C3oOiOH--j:-.
0 W WD U-OU)v)DCD < (1)
`�Z aaU2U�cn
OJw W JD_'0Oa
Z C: a
<0 <<OLLHDU
ZCO
0 w
FZ
a
W<
CO
D O
2w
Z
2w
w-
�
0cc
Z
a_OCO
(n ~
Z w •
o
U
Oco
uJ 0
a<U
Z
0XQ
Z w'r
a m w
W W LL.
zzw
O O C:
N N
MINIMUM THRUST BLOCK AREA
REQUIRED (YxW) (SQ. FT.)
WATER PIPE
45° & 22 1/2'
BENDS
C7
cn
M
1.0
r
TEE, DEAD END,
90° BEND
r>
v
CD
10
r
NY
N
w
4" OR LESS
N
Ill°O
CD
N
cD
0_
a
"NM OL
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
W
1-
0
Z
cc
a
w
CC
_
0
Q 1-
N m
m a
a
= v
CO Z
U
0 n
0 0 0
d 0 i
U U N
can 0 I xli
z
z < Z C
H W a
z= w 0 cC
0 W z u
UN N w��
0 E N = U Q
U W K aK cr:
0 W w N
Hai = U�
U,Z U' Z F- xZ U
Z O Z O N a r O UU4 m QZ
=
00Zu wOw
LL w � U O
W U w aU a
a w O N Z Y
fn 0- S wnOONO- :WM.;
:Om>v,l=w a3w0 m U OW0Ca w O� z O a O F
O ..1.. w U V w a : G U
U Y 8 co ' z
U Z m Z W CO O W O
aa4�¢J?0
pZ OC��,U
~a�rW-z
W w 2 -
ow>. toaa5
m U 0 G w
ozz?rc
W a U,--m
N�wao
l�r< W h
=z_aa0
wwuu-
x0jai
��33a
Z NZ IL
wa wz
I- J W > Z
WWU=�
iai5a>
>ww>o
Z3,aw
gg zga
F W C a
x 2 w a w
O „LL
0ZaOO
cco2 d �'w
woIwa
m;aY
>OwaI
a�rnx=
�a�wr
I7 O N 1p t` co T
Gp,RO(�4'
��9
0
0
0
0
z
Q
O
z
Q S3RIVA
j::CHATHAM PARK
Many Choices. One Place.
.U11702i1H1
NIN
3ONV1SIO
NOIIV0:1Vd3S
Id11.ON003S
1JI11SHId \\>�
E'8ZS31ON
33S 'NUN „b
HO 9/0
z
S3IHVA O
I U
UJ
(/)
/
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
TOWN OF PITTSBORO STD MISC UTILITY
DETAILS
PROJ. START DATE:
2021, MAY,
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
/
H
SCALE
ORIZONTAL:
TBD
VERTICAL
TBD
D00.2
DRAWING NUMBER
G
REVISION
STATUS: FINAL DESIGN - ISSUED FOR PERMITTING
(RWDL) - NOT FOR CONSTRUCTION
I:\01561 \0015\WATER\80-DRAWINGS\DETAILS \D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 02/23/2022 12:49:56 CODIE TONDRE

PIPE
SIZE
A
B
C
D
4"
12-1/2"
10-1/8"
2-1/2"
1-3/4"
6"
14-1/2"
12-1/8"
3-9/16"
2-13/16"
8"
16-3'4"
14-3/8"
4-21/32"
3-29/32"
10"
19-1/16"
16-11/16"
5-3/4"
5"
12"
22-5/16"
19-3/16"
6-3/4"
5-7/8"
RODS ARE ATTACHED TO LUGS CAST ON
BELL OF HYDRANT. IF HYDRANT IS NOT
FITTED WITH LUGS, RODS ARE ATTACHED
AS SHOWN BY THE DOTTED LINES.
HYDRANT ANCHOR
EFFECTIVE: 10/01/16
THIS DETAIL IS FOR USE ONLY ON UNDERGROUND INSTALLATIONS WHERE THE USE OF CONCRETE THRUST BLOCKING CANNOT
BE USED BECAUSE OF OBSTRUCTIONS, OR REQUIREMENTS OF THE SPECIFICATIONS...
CLAMPS SHALL BE 1/2 BY 2 INCHES FOR PIPE 4 AND 6 INCHES IN DIAMETER; 5/8 BY 2-1/2 INCHES FOR PIP 8 AND 10
INCHES; 5/8 BY 3 INCHES FOR PIPE 12 INCHES, BOLT HOLES SHALL BE 1/16 INCH IN DIAMETER LARGER THAN BOLTS.
RODS SHALL BE 3/4 INCHES IN DIAMETER FOR PIPES 4, 6 AND 8 INCHES IN DIAMETER; 7/8 INCHES FOR PIPE 10
INCHES AND 1 INCH IN DIAMETER FOR PIPE 12 INCHES.
BOLTS SHALL BE 5/8 INCHES IN DIAMETER FOR PIPE 4. 6 AND 8 INCHES IN DIAMETER; 3/4 INCHES FOR PIPE 10
INCHES AND 7/8 INCHES IN DIAMETER FOR PIPE 12 INCHES.
WASHERS MAY BE CAST IRON OR STEEL, ROUND OR SQUARE, DIMENSIONS FOR CAST IRON WASHERS ARE 5/8 BY 3
INCHES FOR PIPE 4, 6, 8 AND 10 INCHES IN DIAMETER AND 3/4 BY 3-1/2 INCHES FOR PIPE 12 INCHES. DIMENSIONS FOR
STEEL WASHERS ARE 1/2 BY 3 INCHES FOR PIPE 4, 6, 8 AND 10 INCHES IN DIAMETER AND 1/2 BY 3-1/2 INCHES FOR
PIPE 12 INCHES IN DIAMETER. HOLES SHALL BE 1/8 INCH LARGER THAN THE RODS.
FOR PIPE LARGER THAN 12 INCHES IN DIAMETER, RESTRAINT DETAILS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.
1. ALL TIE RODS, ROD COUPLINGS, TURNBUCKLES. BOLTS AND NUTS FOR THESE JOINTS SHALL BE OF CARBON STEEL
EQUIVALENT TO A.S.T.M. A-307. GRADE B, WITH CADMIUM PLATING IN ACCORDANCE WITH A.S.T.M. A-165, EXCEPT
THAT THE MIN. THICKNESS OF THE PLATING SHALL BE .0002 OF AN INCH. CADMIUM PLATED BOLTS SHALL HAVE
CLASS 2A THREADS AND THE NUTS, ROD COUPLINGS AND TURNBUCKLES SHALL HAVE 2B THREADS.
2. HIGH STRENGTH, HEAT TREATED CAST IRON T--HEAD BOLTS WITH HEXAGON NUTS, ALL IN ACCORDANCE WITH THE
STRENGTH REQUIREMENTS OF A.W.W.A. C-111, MAY BE USED IN LIEU OF THE CADMIUM PLATED BOLTS AND NUTS.
3. THE SKETCHES IN THIS SERIES OF FIGURES SHOW ACCEPTABLE METHODS OF PROVIDING ANCHORAGE, THERE IS
NO PARTICULAR SIGNIFICANCE TO BE ATTACHED TO WHETHER THE SKETCH SHOWS A BELL AND SPIGOT JOINT OR
A STANDARD MECHANICAL JOINT. THE ANCHORING PROCEDURE ILLUSTRATED APPLIES IN MOST CASES TO EITHER
TYPE OF JOINT. IN SOME CASES, DIMENSIONS OF THE PARTICULAR PIPE OR HUB AND SPACE AVAILABLE FOR
WORKING AROUND THE PARTICULAR JOINT WILL INFLUENCE THE CHOICE OF METHODS USED.
4. IN CERTAIN ASSEMBLIES OF RODS AND CLAMPS SHOWN, RODS RUN FROM A LUG ON THE FITTING (OR A CLAMP
BEHIND THE HUB OF A BELL) TO A CLAMP AGAINST A FACE OF A BELL. NOTE THAT THIS ARRANGEMENT ANCHORS
ONLY ONE JOINT. THE STABILITY OF THE JOINT WHERE THE CLAMP IS AGAINST THE FACE OF THE BELL DEPENDS
ON HAVING SOIL ABOVE A RELATIVELY LONG PIECE OF PIPE ON BOTH SIDES OF THE JOINT. CONSEQUENTLY, IF
THE DISTANCE BETWEEN THE FIRST AND SECOND JOINTS IS LESS THEN 12 FEET, THE SECOND JOINT SHOWN
SHALL BE ANCHORED BY A CLAMP BEHIND THE HUB OF THE BELL AND RODS TO A CLAMP AT THE FACE OF THE
NEXT BELL.
5. COATING TYPE: A.H.D. ASPHALTIC PRIMER 719(A). - ALL EXPOSED METAL.
JOINT RESTRAINT WITH TIE RODS
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-010.01
EFFECTIVE: 10/01.' 16
JOINT RESTRAINT WITH TIE RODS
MC-3
MINIMUM 4" DUCTILE IRON PIPE
INCREASE TO MATCH ARV SIZE
STANDARD MANHOLE
RING & COVER
FINISHED GRADE IN R/W
FINISHED GRADE
IN OUTFALL AREAS
I -III -III -I � I -I I I�I I I -I I
T-I j I=1 I I -I 11-1 11-1_I 1=1 I
I I=1 I I -I I I-1 11=1 I I -III-
17,I E 1-II1=111-1
1-111E-111=111=Ti=
-111-1 I I- IJELLI=1
'' -1 I I=111-III-I I I-
-111-111111=1
11=111=111-I 11E
-ITI_11- 1 11=11I
-III-I I
11•III 11
VALVE CONNECTION
2" NPT
3"-8" FLANGE
(OR STUDS)
f
PIPE
MJ x FLG TEE WITH
BRANCH z Y2 THE
RUN DIAMETER
VENT PIPING W/ STAINLESS
STEEL BUG SCREEN
t
2' 0"
MINIMUM
100-YEAR FLOOD
3„ ELEVATION
1'0"
JL-111-111-1 11-I 11-I 1-
dir- I I I -III -III -III -III-
-III-III-III-I
=IJ=J1-11'
III-1111-LI
11=III=111-
▪ III-III-L
I I1=L1=1 I I_I ,
▪ I I1
I I111 1{1
- 111-1111 11EI I I-
II III I
I
11=
6'-0" MINIMUM
(FLANGED)
I
(2) 1/2" x 1 3/4" HEX HEAD, STAINLESS STEEL BOLTS AND
WASHERS AT 180° COUNTERSUNK. BOLTS & WASHERS
TO BE TYPE 316 STAINLESS STEEL
RING & COVER SPECIFICATIONS:
1. CLASS 35 GREY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. MANHOLE COVER TO BE PAINTED PANTONE
522 PURPLE, AT MINIMUM 10-mils.
4. ALL LETTERING SHALL BE CLEAN, CRISP,
AND CLEARLY LEGIBLE.
5. DOMESTICALLY MADE & MANUFACTURED IN
THE USA.
NOTES.
1. ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE.
2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE
PROTECTO 401 LINED. 2 INCH PIPE SHALL BE BRASS.
3. 2 INCH VALVE AND BRASS PIPING SHALL CONNECT TO THE
TEE VIA A TAPPED FLANGE, FLANGE FILLER OR FLANGE
REDUCER.
4. MANHOLE INTERIOR SHALL BE COATED WITH MINIMUM 80
mils OF AN APPROVED EPDXY COATING.
5. MINIMUM 6 FOOT DIAMETER MANHOLE SHALL BE USED WITH
FORCE MAINS 20 INCHES AND LARGER.
6. WHERE MANHOLE MUST BE LOCATED IN PAVED AREAS,
PROVIDE TYPICAL ECCENTRIC TAPERED CONE SECTION.
7. VENT PIPE MAY BE OMITTED TO MEET RIGHT-OF-WAY
REQUIREMENTS.
8. MANHOLES DEEPER THAN 12 FEET SHALL HAVE AN
EXTENDED BASE.
(2) OPEN PICKHOLES
1" DIAMETER
FILLETS @ R 1/8"
1 1/4" RAISED LETTERING
(RECESSED FLUSH)
MINIMUM WEIGHTS
RING 180
COVER 120
TOTAL 300
* VENT PIPE SHALL ONLY BE INSTALLED IN ISOLATED
AREAS AS APPROVED. WHERE VENT PIPE IS NOT
INSTALLED, PROVIDE MANHOLE COVER WITH 1" VENT HOLE
FOUR ANCHOR BOLTS
1/2" MINIMUM
COVER TOP VIEW
RING TOP VIEW
COMBINATION AIR RELEASE VALVE MANHOLE (FOR FORCE MAINS)
N.T.S.
J
REV NO
DESCRIPTION
DATE 1
G
FINAL DESIGN - ISSUED FOR PERMITTING (RWDL) - NOT FOR CONSTRUCTION
23 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
•
REVISIONS /
.,,,,,,,`...co CARO''',
- :/` SEA
046994
f''vG I NE fC•
y`lEL D.P�'
r
4,01VR'IQM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
/
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL.
STANDARD NO: MU-02-010.02
FINISH GRADE
MARKER BALL
IDENTIFICATION TAPE
TRENCH
D1 = 24"
LOCATOR WIRE
IDENTIFICATION TAPE COLOR AND MARKING SCHEDULE
PIPELINE USE
COLOR
PRINTED MESSAGE
RECLAIMED WATER
PANTON PURPLE
CAUTION: RECLAIM WATER
POTABLE WATER
SOLID COLUMBIA BLUE
CAUTION: POTABLE WATER LINE
SEWER
GREEN
CAUTION: SANITARY SEWER
EFFECTIVE: 10/01/16
NOTES:
1. I.D. TAPE AND LOCATOR WIRE SHALL
BE INSTALLED ON PUBLIC
DISTRIBUTION AND COLLECTION
MAINS FOR ALL PIPE MATERIALS AND
SIZES 4" AND LARGER
2. LOCATOR WIRE SHALL BE 14 GAUGE
THWN COPPER WIRE
3. D1 SHALL BE 12", HOWEVER, ADJUST
D1 AS NECESSARY SO THAT D2 IS
NEVER GREATER THAN 48"
4. LOCATOR WIRE SHALL
ORIGINATE/TERMINATE AT VALVE
BOXES AND MANHOLES AND BE
SECURED TO VALVE BOX OR
MANHOLE NO MORE THAN 12" BELOW
COVER.
5. LOCATOR WIRE SHALL BE VERIFIED
FOR ELECTRICAL CONTINUITY ALONG
THE ENTIRE LENGTH
6. MARKER BALLS FOR RECLAIM ONLY,
D3 = 24"
PIPE LOCATOR WIRE, MARKING BALLS & TAPE
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-012.00
r
REPAIR INTERIOR
MANHOLE
COATING UPON
COMPLETION OF
CORED
CONNECTION
GRAVITY SEWER
MC-1
r
I
NOTE: CROWN OF
FM TO MATCH
CROWN OF EXIST.
GRAVITY SEWER
12' MIN.
LP
�I�I
.,i....,..,,..„
GRAVITY SEWER
EXISTING MANHOLE
CORE AND RUBBER BOOT SEAL (TYP.)
THRUST RESTRAINT COLLAR
PER STANDARD DETAIL MC-2
PVC FORCE MAIN
PROVIDE PROPER CLEARANCE WITH JOINT
PER PRECAST MANHOLE MFG.
RESTRAINED MJ 45' BEND, (401 LINED)
ANGLE OF 45' BEND MUST BE DIRECTED
TOWARD DOWNSTREAM END OF MH AS TO
NOT IMPEDE GRAVITY FLOW
EXISTING MANHOLE
RUBBER BOOT SEAL (TYP.)
THRUST RESTRAINT COLLAR
PER STANDARD DETAIL MC-2
PVC FORCE MAIN
RESTRAINED MJ 45' BEND, (401 LINED)
ANGLE OF 45' BEND MUST BE DIRECTED
TOWARD DOWNSTREAM END OF MH AS TO
NOT IMPEDE GRAVITY FLOW
FORCE MAIN CONNECTION TO MH N.T.S.
"• '� CHATHAM PAR K
E.
Many Choices. One Place.
3" MIN.
CLEARANCE
THRUST COLLAR
UNDISTURBED SOIL
o0V°d00000
0.
"Y" BAR
REINFORCING REQUIREMENTS
0
°003• 0
•
•
,'y, is • f °
•.
%• °(•
O: �Y, q•
•
•ti
. °op
•,o ff
•
"B"
3" MIN.
CLEARANCE
I.D. PIPE
REBAR SIZE
"X" BAR LENGTH
"X" BAR WEIGHT
"Y" BAR LENGTH
"Y" BAR WEIGHT
NO. REQUIRED
6" - 36"
#5
2'-2"+ 0.D. PIPE
1.043 LBS/FT
1'-1"
1.1 LBS. EACH
X-24, Y-12
48" & greater
#6
3'-0"+ O.D. PIPE
1.502 LBS/FT
1'-3"
1.9 LBS. EACH
X-24, Y-12
THRUST COLLAR, AND THRUST SCHEDULE
I.D. PIPE
"A"
"B"
"C"
"D"
6" - 16"
1'-4"
1'-7"
2"
3/8"
20" - 24"
1'-4"
1'-7"
3"
1/2"
30" - 36"
1'-4"
1'-7"
4"
5/8"
48" do greater
1'-8"
1'-9"
6"
7/8"
NOTES:
1. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
2. REINFORCING BARS SHALL BE DEFORMED AND TIED TO
3. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK
MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL.
4. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL.
5. THRUST COLLAR MUST BE FACTORY WELDED ON BOTH
COLLAR AROUND CIRCUMFERENCE.
MC-2
GETHER.
INSTALLATION SHALL BE THE
SIDES ALONG BOTH EDGES OF
THRUST COLLAR DETAIL
N.T.S.
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
TOWN OF PITTSBORO STD MISC UTILITY
DETAILS AND FM DETAILS
PROJ. START DATE:
N
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.3
DRAWING NUMBER
G
REVISION
STATUS: FINAL DESIGN - ISSUED FOR PERMITTING,
(RWDL) - NOT FOR CONSTRUCTION,
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 02/23/2022 12:50:03 CODIE TONDRE

VILLAGE SOUTH PUMP STATION AND UTILITIES
PITTSBORO, NORTH CAROLINA
TECHNICAL SPECIFICATIONS
M&C Project: 01561-0015
FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION
NOVEMBER 2021
"II CHATHAM PARK
Many Choices. One Place.
Owner
,,11 I I I I I I,,�
CHATHAM PARK INVESTORS LLC .,�'0" cA,q'r'''
• �• ssioNyq
_ : 046994
1Jrvzezf
McKI M&CREED
1730 Varsity Drive, Suite 500
Raleigh, NC 27606
919-233-8091
NC License: F-1222

TABLE OF CONTENTS
DIVISION 0 - BIDDING AND CONTRACTING REQUIREMENTS
C-111 Advertisement for Bids 1-2
C-200 Instructions to Bidders 1-11
C-410 Bid Form 1-8
C-430 Bid Bond 1-2
C-510 Notice of Award 1-1
C-520 Agreement 1-6
C-550 Notice to Proceed 1-1
C-610 Performance Bond 1-3
C-615 Payment Bond 1-3
C-620 Contractor's Application for Payment 1-4
C-625 Certificate of Substantial Completion 1-1
C-700 General Conditions 1-65
C-800 Supplementary General Conditions 1-14
Special Project Conditions 1-4
Affidavit E-Verify 1-1
C-940 Work Change Directive 1-1
C-941 Change Order 1-1
C-942 Field Order 1-1
TOWN OF PITTSBORO STANDARD SPECIFICATIONS
Section 2 Infrastructure and Utility Construction 1-34
Section 3 Public Water Distribution Construction 1-13
Section 4 Sanitary Sewer System 1-13
Section 5 Sanitary Sewer Pump Station 1-14
Section 6 Reclaimed Water Distribution System 1-19
DIVISION 1 - GENERAL REQUIREMENTS
01010 Summary of Work 1-2
01026 Unit and Lump Sum Prices 1-11
01027 Applications for Payment 1-5
01035 Modification Procedures 1-3
01040 Coordination 1-4
01045 Cutting and Patching 1-4
01050 Field Engineering 1-4
01095 Reference Standards and Definitions 1-13
01200 Project Meetings 1-2
01300 Submittals 1-9
01310 Project Schedules 1-2
01350 Preconstruction Video 1-4
01400 Quality Control 1-5
01500 Construction Facilities and Temporary Controls 1-9
01600 Materials and Equipment 1-6
01631 Substitutions 1-4
01700 Contract Closeout 1-5
VILLAGE SOUTH PUMP STATION AND UTILITIES
01561-0015 NOVEMBER 2021

01730 Operation and Maintenance Manuals 1-3
01740 Warranties 1-3
01900 Specific Project Requirements 1-2
DIVISION 2 - SITEWORK
02300 Earthwork 1-13
02310 Boring and Jacking 1-7
02444 Chain Link Fence 1-3
02476 Control of Erosion, Siltation, and Pollution 1-2
02480 Seeding and Mulching 1-5
02530 Sanitary Sewer System 1-16
DIVISION 3 - CONCRETE
03300 Cast-In-Place Concrete 1-20
03301 Precast Concrete Structures 1-3
03302 Pressure Reducing Valve 1-3
DIVISION 11 —EQUIPMENT
11312 Submersible Wastewater Pumps 1-8
11400 Open Channel Grinder 1-12
DIVISION 16—ELECTRICAL
16000 Electrical Basic Requirements 1-14
16010 Electrical Power Studies 1-10
16060 Grounding and Bonding 1-6
16070 Hangers and Supports 1-6
16075 Electrical Identification 1-16
16080 Electrical Testing 1-5
16111 Conduit and Raceway 1-14
16120 Conductors and Cables 1-14
16230 Engine Generators 1-16
16260 Variable Frequency Controllers 1-20
16360 Packaged Power Supplies 1-8
16410 Safety Switches 1-6
16415 Automatic Transfer Switches 1-11
16435 Panelboards 1-6
DIVISION 17— INSTRUMENTATION AND CONTROL
17000 Instrumentation and Control, General Requirements 1-27
17110 Instrumentation and Control, Control Enclosures 1-16
17120 Instrumentation and Control, Devices and Equipment 1-10
17130 Instrumentation and Control, Pump Control Panel 1-10
17130A Instrumentation and Control, Input/Output Schedule 1-1
17140 Instrumentation and Control Remote Telemetry Unit 1-8
17310 Instrumentation and Control, Functional Control Descriptions 1-8
VILLAGE SOUTH PUMP STATION AND UTILITIES
01561-0015 NOVEMBER 2021

TOWN OF PITTSBORO
STANDARD SPECIFICATIONS
SECTION 2
INFRASTRUCTURE AND UTILITY CONSTRUCTION
01. GENERAL: All development and construction shall be in accordance with Town of
Pittsboro (T.O.P.) requirements and shall conform to design drawings approved by the
Town of Pittsboro. The Owner/Contractor shall provide all materials, labor, tools,
equipment and incidentals required for the safe and compliant construction of the
project. The Town Public Utilities Director shall have final authority on all questions
dealing with quality and acceptability of all materials, workmanship and progress of
projects. As well as, the final interpretation and fulfillment of the project contract
documents. Inspectors employed by the Town shall inspect all work and materials
incorporated into the project. They do not have the authority to change, waive or issue
instruction contrary to the project documents, or act as a foreman for Contractor;
however, he/or she has the authority to reject work or materials until any questions
at hand can be referred to and decided by the Engineer. The inspector is not
authorized to make any final acceptance of the work.
JURISDICTIONAL AGENCY APPROVAL
All potable water, reclaimed water, sanitary sewer and storm sewer lines/system
upgrades shall be designed, and constructed in accordance with the State of North
Carolina Administrative Code (NCAC), North Carolina Department of Environmental
Quality (DEQ), and Division of Water Resources (DWR). The engineering
requirements set forth herein are intended to supplement rather than supersede
other applicable local, county, state and federal requirements. In the case of
conflict, the more stringent requirements shall apply.
The plans, the standard specifications, the standard details, the special provisions,
the Town of Pittsboro's supplements and all supplementary documents are
essential parts of construction projects, and a requirement occurring in one is as
binding as though occurring in all. They are intended to be complementary and to
describe and provide for a complete work. In a case of a discrepancy or conflict, the
order in which the various documents shall govern is as follows from highest to
lowest: addenda, special provisions, approved plans, and Town's supplements to
the standard specifications, Pittsboro's supplements to the standard details,
standard specifications and standard details.
The Contractor shall keep fully informed of, observe and comply with all Federal
and State laws, County and Town ordinances, regulations, codes and all orders and
decrees of bodies or tribunals having any jurisdiction or authority, which in any way
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 1 of 34
Revised& Effective October 2016

affect the conduct of the work. The Contractor warrants that all items supplied and
work performed under the contract have been sold, produced, delivered and
furnished in strict compliance with all such laws, ordinances, regulations, codes,
orders and decrees to which the items, work and Contractor are subject. Upon
request, Contractor shall execute and deliver to the T.O.P. such documents as may
be required by the Town to evidence compliance with such laws, ordinances,
regulations, codes, orders and decrees. The Contractor shall protect and indemnify
The Town of Pittsboro, and its representatives against any claim or liability arising
from or based on the violation of such, whether by the Contractor, or the
Contractor's employees.
The Developer/Contractor shall furnish cut sheets to the Town at least seventy —two
(72) hours prior to laying of pipe. The Town may check against the construction
plans. If any discrepancies are found between the approved plans and the cut
sheets these shall be resolved prior to any work commencing.
02. SAFETY, HEALTH AND SANITATION PROVISIONS: The Developer and
Contractor shall ensure that all Occupational Safety and Health Administration
(OSHA) requirements as well as local and state requirements are followed for the
duration of the project. The Contractor shall provide at least one person in a
supervisory role on the project site who possesses/or possesses a "Competent
Person" certification. The Town of Pittsboro shall not be responsible for the
Owner's and Contractor's adherence to health and safety standards. However, the
Town may report known violations to the appropriate authority.
The Owner/Contractor shall provide the necessary safety equipment for installing and
inspecting project work including but not limited to harnesses and hoists, gas/oxygen
sensors, blowers, ladders, etc.
The Contractor shall provide and maintain in a neat, sanitary condition such
accommodations for the use of his employees as may be necessary to comply with
the requirements and regulations of State of North Carolina, and Chatham County.
The Contractor shall provide all safeguards, safety devices and protective
equipment and take any other needed actions, on his own responsibility or as the
Engineer may determine, reasonably necessary to protect the life and the health of
employees on the job, the safety of the public and to protect property in connection
with the performance of the work covered by the permit/contract. The Town of
Pittsboro shall not be held responsible for ally damage or injuries incurred under the
permit/contract. Precaution shall be exercised by the Contractor at all times for the
protection of persons (including employees) and property. The Contractor shall
comply with the provisions of all applicable laws, pertaining to such protection
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 2 of 34
Revised& Effective October 2016

including all Federal and State occupational safety and health acts, and standards
and regulations promulgated there under.
PUBLIC CONVENIENCE AND SAFETY:
The Contractor shall at all times so conduct his work as to assure the least possible
obstruction to traffic and adjacent residents. The safety, convenience, and the
protection of persons and property, of the general public and residents along the
street, highway, and areas adjacent to the work area shall be provided for by the
Contractor.
PERSONAL LIABILITY OF PUBLIC OFFICIALS:
In carrying out any provisions of these specifications, or in exercising any power or
authority granted to them by or within the scope of the contact, there shall be no
liability upon the Town of Pittsboro or their authorized representatives, either
personally, or as officials of the Town, it being understood that in all such matters
they act solely as agents, and representatives of the Town of Pittsboro.
The Developer and Contractor will indemnify, hold the harmless and keep harmless
the Town of Pittsboro and it's agents and employees from and against all claims,
damages, loss and expenses including attorney's fees arising out of or resulting
from the performance of the work, provided that any such claims, damage, loss or
expense is attributable to bodily injury, sickness, disease or death, or to injury to or
destruction of tangible property including the loss of use resulting therefrom; and is
cause in whole or in part by negligent or willful act or omission of the Developer,
Contractor and subcontractor (s), or anyone directly or indirectly employed by any
of them or anyone for whose acts any of them may be liable.
In any and all claims against the Town or any of its agents or employees, by any
employee of the Developer, Contractor and subcontractor (s) anyone directly or
indirectly employed by any of them or anyone for whose acts any of them may be
liable, the indemnification obligation shall not be limited in any way by any limitation
on the amount or type of damages, compensation or benefits payable by or for the
Developer, Contractor and subcontractor (s) under Workman's Compensation Acts,
Disability Benefits Acts or other employee benefits acts.
NO WAIVER OF LEGAL RIGHTS:
Upon completion of the work, Town of Pittsboro will expeditiously make final
inspection and notify the Contractor of acceptance. Such final acceptance,
however, shall not preclude, or stop Town from correcting any measurement,
estimate, or certificate made before or after completion of the work, nor shall the
Town be precluded or stopped from recovering from the Contractor or his surety, or
both, such overpayment as it may sustain, or by failure on the part of the Contractor
to fulfill his obligations under the contract. A waiver on the part of the Town of
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 3 of 34
Revised& Effective October 2016

Pittsboro any breach of any part of the contract shall not be held to be a waiver of
any other or subsequent breach.
The Contractor, without prejudice to the terms of the contract and in addition to any
specific remedy provided the Town of Pittsboro in the contract documents, shall be
liable to the Contracting Agency for latent defects, fraud or such gross mistakes as
may amount to fraud, or as regards Town of Pittsboro's rights under any warranty or
guaranty or remedy required by law.
03. CONTRACTOR APPROVAL: Prior to commencing any work, the Developer shall
submit the name and license number of the General contractor to perform the work to
Town of Pittsboro for approval The General Contractor shall be licensed by the "NORTH
CAROLINA LICENSING BOARD FOR CONTRACTOR,"their classification shall be
Public Utilities and or Highway Contractor(21 NCAC 12.0202) to perform work
approved in the contract and construction plans. Failure to comply with this requirement
shall negate the acceptance of the subject work and will result in this construction being
disconnected from the Towns' system.
04. PRE-CONSTRUCTION MEETING NOTIFICATION, WORKMANSHIP AND
UTILITY OPERATION REQUIREMENT: The "Permittee" (Owner/Contractor) shall notify
the Town of Pittsboro Engineering Inspector forty-eight (48) hours prior to beginning any
construction work to schedule the "PRE-CONSTRUCTION" meeting. All inspection
requirements shall be scheduled with the Engineering Inspection Supervisor at least forty-
eight (48) hours in advance.
The Developer shall provide at least one person for the duration of the project in a
supervisory role on the project site as a "Competent Person" to manage the day to day
construction activities and provide the necessary manpower and equipment required for
inspections. This person's contact information shall be submitted to the Town of Pittsboro
forty-eight (48) hours prior to commencing work. The presence of the Engineer of Record
or Town of Pittsboro (Inspector/Staff) at the work site shall in no way impact the Contractor's
responsibility for conforming to the approved plans and specifications. Should the Engineer
of Record or Town representatives accept materials, or work that does not conform with
plans and specifications, whether from lack of discovery or for any other reason, it shall in
no way prevent later rejection of, or corrections to, the unsatisfactory materials or work when
discovered by the Town of Pittsboro, or their representative. The Developer/Contractor
shall conduct self-inspection prior to calling for inspection by the Town of Pittsboro
inspection. The Contractor shall have no claim for losses suffered due to any necessary
removals or repairs resulting from the unsatisfactory work. Any sub-surface work which has
been covered without the Inspector's approval, shall, at the Inspector's request, be
uncovered and be made available for inspection at the Contractor's expense. Work
performed before or after Town staffs normal working hours or during the weekend or Town
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 4 of 34
Revised& Effective October 2016

Holidays shall comply with the approved plans, standard specifications and details and shall
include only such tasks that do not require observation by an Inspector. The
Developer/Contractor shall refer to the "Pre-Construction" conference packet handed out by
the Town. This package provides guidelines on the sequence of calling for inspection and
inspection process.
TOWN OF PITTSBORO ENGINEERING INSPECTION STAFF HOURS ARE
7:00AM TO 3:30PM. ALL INSPECTION REQUEST (S) SHALL BE PHONE IN AT
MINIMUM FORTY-EIGHT HOURS PRIOR TO REQUIRED INSPECTION (S).
NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICE
MAIL OR EMAIL WILL NOT BE CONSIDERED PROPER NOTIFICATION
UNLESS ADEQUATELY RESPONDED TO BY A TOWN OF PITTSBORO
REPRESENTATIVE. NO WORK SHALL BE COVERED UP UNTIL TOWN
INSPECTION STAFF HAVE INSPECTED AND ACCEPTED OR PROVIDED
CORRECTION NOTICE. REQUEST AFTER 3:30PM WILL BE SCHEDULE FOR
TWO (2) DAYS LATER.
Where there is a disagreement between the Developer/Contractor or their representative
and the Town Inspector/representative, such as refusal by the Developer (or
Representative)/Contractor to use properly approved materials, performing work not in
compliance with approved plans and specifications, or refusing to suspend work until
problems at issue can be referred to and decided upon by the Town Engineer, the inspector
will immediately direct the Town Engineer's attention to the issues of disagreement. If the
Developer/Contractor still refuse to make corrections, comply, or suspend the work, the
Town Engineer will prepare and deliver to the Developer/Contractor, by certified mail or
otherwise, a written order suspending the work and explaining the reason for such
shutdown. The suspension of work will result on further inspections will be made until such
time as the issue at hand are resolved and any work performed during the inspector's
absence will not be accepted and may be required to be removed and disposed at the
Developer's/Contractor's expense. The Developer/Contractor shall remove, at their own
expense, any work or materials rejected by the Town and shall rebuild/replace rejected
work/material per the approved plans and specifications.
Failure of the Developer to insure the required compliance by their Contractor or to faithfully
comply with all the terms of the approved permit, Town Ordinances, specifications, details,
policies of the Town of Pittsboro for this work will prevent the activation of the construction
until issues at hand are satisfactorily resolved and will be considered prior to the issuance
of future extension permits. If deemed necessary by the Town of Pittsboro, the Town
Manager or Engineer may instruct their construction forces to physically disconnect the sub-
standard construction from the Town's Systems.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 5 of 34
Revised& Effective October 2016

Re-inspection of rejected work or excessive site visits for the same issue will be charged to
the permitted (Owner/Contractor/Sub-Contractor) applicant or their contractor at the rate
inspection passed in the current year"Budget Ordinance."
At least forty-eight (48) hours' notice (unless an emergency occurs) shall be given to the
Town Utilities Department, [phone] ex. 21, prior to any sort of disruption to the
Town's services such as tapping public water mains, requesting operation of the Town water
valves, closing streets, plugging sewers, etc. Town staff must be present for the
operation of existing public utility valves.
Notification must be provided by direct communication. Voice mail or email will not be
considered proper notification unless adequately responded to by a Town of Pittsboro
representative.
The Owner/Contractor shall be responsible for notifying all customers affected by service
interruptions. The Town of Pittsboro will not approve service interruptions until proof is
provided that proper customer notification has been provided.
Existing valves shall be operated only with a representative of the Town of Pittsboro present.
If Owner/Contractor is found to have operated existing potable, or reclaimed water valves,
the Owner/Contractor is subject to a fine of up to $15,000.00 PER INCIDENT.
The Developer and/or Contractor SHALL provide a DVD or thumb drive with sufficient
number of pre-construction and during construction photos and videos. All damaged
items along the property frontage (asphalt, cub/gutter sidewalk, landscape) shall be
replaced like-in-kind and acceptable conditions prior to insurance of Certificate of
Occupancy or final acceptance by the Town of Pittsboro.
The Developer or Contractor shall provide one (1) week notice to any residence or
business that maybe impacted by construction. The contractor SHALL notify by variable
message board or mail and door hang. The notice shall include the following: start and
end dates, time of day work will occur and contact Name and Telephone number of
responsible party.
05. INTERPRETATION OF PLANS: The plans for this project have been prepared by the
Engineer of Record employed by the Developer. They have been reviewed for compliance
with the Town of Pittsboro, Chatham County, State and Federal specifications, ordinances
and any other applicable laws. However, the Developer and their Engineer of Record are
fully responsible for the accuracy of all dimensions and grades and the adequacy of the
proposed infrastructure that serves any lots or structures within the proposed
development/Town funded project.
The approved plans will show the location, details and dimension of the work contemned,
which shall be performed in strict accordance with these specifications. Any deviations from
the approved plans, specifications, etc. must be approved by the Town Engineer, unless a
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 6 of 34
Revised& Effective October 2016

design change is found necessary. In this this instance the design change shall be made by
the Engineer of Record and reviewed/approved by the Town of Pittsboro. Only plans marked
"SIGNED APPROVED FOR CONSTRUCTION" by T.O.P staff shall be used for
construction. A copy of the permit, approved plans, along with these specifications shall be
kept at the job site as long as construction is in progress.
In all cases, the figured dimensions shall govern in the case of discrepancy between the
scales and the figures. The contractor shall take no advantage of any error or omission in
the plans, or of any discrepancy between approved plans and specifications. The Engineer
of Record shall make such corrections and interpretations as may be deemed necessary for
the fulfillment of the intent of the approved specifications and plans as constructed by
her/him and her/his decision shall be final.
06. CONSTRUCTION LAYOUT: The Developer/Contractor shall furnish all line and grade
(staking and cut sheets), boundaries of work area, erosion limits, and riparian storm buffers
necessary to construction this project. Hubs shall be set by a Registered Land Surveyor
employed by the Developer/Engineer of Record/Contractor and cut sheets furnished to the
Town. The Contractor shall take grade from this information. The work as completed shall
conform to the "APPROVED FOR CONSTRUCTION PLANS" except where grade and/or
alignment are changed to avoid obstruction and such changes have been previously
approved by the Town Engineer. Changes shall be made only as approved by the Town
Engineer. The cut sheets shall be prepared under the supervision of a "Registered Land
Surveyor," licensed in North Carolina. All cut sheets used on the project shall be sealed and
signed by the surveyor and shall contain the firm's name and telephone number.
07. LOCATING EXISTING UTILITIES: Before digging, the Owner/Contractor shall
contact the necessary locating service(s) to have all buried utilities located.
With 48 hours' notice, water and sewer utilities within the Town of Pittsboro will be
located by Town as well as existing mapping and locating equipment permits.
However, the Town of Pittsboro makes no guarantee as to the accuracy of marked
locations. Contractors shall dig carefully and slowly until Town utilities are visually
located. The Owner/Developer, and/or Contractor is responsible for damage to
water and sewer lines caused by construction activity.
PROTECTION OF EXISTING UTILITIES:
Unless otherwise shown on the plans or stated in the specifications, all utilities,
either underground or overhead, shall be maintained in continuous service
throughout the entire contract period. The Contractor shall be responsible, and
liable for any damages to or interruption of service caused by the construction.
If the Contractor desires to simplify his operation by temporarily or permanently
relocating or shutting down any utility or, appurtenance, he shall make the
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 7 of 34
Revised& Effective October 2016

necessary arrangements and agreements with the owner and shall be completely
responsible for all costs concerned with the relocation or shutdown and
reconstruction. All property shall be reconstructed in its original or, new location as
soon as possible and to a condition at least as good as its previous condition. This
cycle of relocation or, shutdown and reconstruction shall be subject to inspection
and approval by both the Engineer of Record and the Town staff.
The Contractor shall be entirely responsible for safeguarding and maintaining all
conflicting utilities that are shown on the plans. This includes overhead wires and
cables and their supporting poles whether they are inside, or outside of the open
trench. If, in the course of work, a conflicting utility line that was not shown on the
plans is discovered, the Owner/Contractor shall as-have built, and contact the
Engineer of record, Town of Pittsboro and responsible party of the conflicting utility
Backfill around utilities that are exposed during trench excavation, shall be placed in
accordance with the utility's haunching and initial backfill requirements.
Irrigation Ditches, Pipes and Structures: The Contractor shall contact the owners
of all irrigation facilities, and make arrangements for necessary construction
clearances and/or dry-up periods.
All irrigation ditches, dikes, head gates, pipe, valves, checks, etc., damaged or
removed by the Contractor, shall be restored to their original condition or better, by
the Contractor at no additional cost to the Town of Pittsboro.
Building Foundations and Structures: Where trenches are located adjacent to
building foundations and structures, the Contractor shall take all necessary
precaution against damage to them. The Contractor shall be liable for any damage
caused by the construction. Except where authorized in the special provisions or in
writing by the Engineer of Record, water settling of backfill material in trenches
adjacent to structures will not be permitted.
Permanent Pipe Supports: Permanent pipe supports for the various types and
sizes of sewer, water and utility lines shall conform to the Standard Details or the
details shown on the plans. Such pipe supports shall be erected at the locations
shown on the plans and/or at any other location as necessary as determined by the
Engineer.
Easement Access: Potable Water, Reclaim Water and Sanitary/Storm Sewer line
easement shall be graded smooth, free of rocks, boulders, roots, stumps and other
debris. The easement shall be seeded and mulched upon the completion of
construction.
The easement area shall be fully accessible by rubber-tired vehicles in their entirety,
with a maximum grade of 5:1. If need be, a stream ford may be required for drainage or
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 8 of 34
Revised& Effective October 2016

stream crossings to be consistent with NCDEQ/ NCWDR and U.S. Army Corps of
Engineers (USACE) requirements.
CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTY AND SERVICES:
At points where the Contractor's operations are adjacent to properties of utility firms
or other property, damage to which might result in considerable expense, loss, or
inconvenience, work shall not commence until all arrangements necessary for the
protection thereof have been made.
The Contractor shall cooperate with the owners of any underground or overhead
utilities in their removal and rearrangement operations in order that these
operations may progress in a reasonable manner, that duplication of work may be
reduced to a minimum, and that services rendered by those parties will not be
unnecessarily interrupted. If any utility service is interrupted as a result of accidental
breakage, the Contractor shall promptly notify the proper authority, and shall
cooperate with the said authority in the restoration of service. No work shall be
undertaken around fire hydrants until provisions for continued service have been
approved by the local fire authority.
The Contractor shall expose all underground utilities and structures which might
interfere with the construction of the project, in order to permit survey location prior
to construction.
The Contractor shall assume full responsibility for damages to any underground
facility/utility as a result of failing to obtain information as to its location, failing to
excavate in a careful and prudent manner or failing to take measures for protection
of the facilities/utilities. The Contractor is liable to the owner of the underground
facility/utility for the total cost of the repair.
08. WATER FOR CONSTRUCTION: The Town of Pittsboro does not provide free or
unmetered water for construction. Water usage during construction will be billed to the
Owner at the Town of Pittsboro usage rates current at the time of water use.
Owners/Contractors must apply at Town Hall for a hydrant meter assembly (which
includes a backflow prevention device). A refundable deposit of $1000 (if replace) is
required with the application. Set-up a removal fee$300.00(non-refundable) Relocation
fee of$70.00, Refundable$50.00 fee for rental of wrench (when returned). If the hydrant
meter is damaged, lost, or stolen the replacement cost the owner/developer, or
contractor is $2000.00. Refer to the Hydrant Meter application.
Water usage will be billed monthly at the applicable Town of Pittsboro rate. Water
accounts not paid monthly shall be disconnected by the Town until the account is paid
in full.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 9 of 34
Revised& Effective October 2016

The deposit may be refunded when the hydrant meter assembly is returned and the
account is paid in full. If the hydrant meter assembly is damaged during construction,
the Owner/Contractor will be liable for the cost of repair or replacement. If the damage
to the hydrant meter requires more than $1000 to repair or replace, then the Town will
bill the Owner/Contractor for the balance of the repair or replacement. The project will
not be released or approved by the Town of Pittsboro until all bills are settled.
The Town of Pittsboro will provide and install the hydrant meter assembly in a location
acceptable to the Town. Hydrant meters will only be set when temperatures are above
35 degrees Fahrenheit. While in use, the hydrant meter shall not be tampered with or
moved from the hydrant upon which it is set. Only the Town of Pittsboro is authorized
to move the hydrant meter. If the Owner/Contractor is found to tampered with or moved
the hydrant meter fine of up to $15,000.00 will be assessed.
Operation of the fire hydrant shall be held to a minimum, generally to open the hydrant
at the beginning of the work day and to close the hydrant at the end of the work day.
To receive water, the gate valve on the hydrant meter assembly shall be operated.
Damage to hydrants while in use by Owners/Contractors shall be repaired at the
expense of the Owner/Contractor.
In certain instances, such as flushing and filling water mains, water may be obtained
directly from the distribution system. In such cases water usage will be billed based on
the Town's estimate of the volume used. The water volume will be calculated based on
the inside diameter and length of pipe filled (times 5 to allow for flushing and filling).
This calculation will be performed as many times as the pipe is flushed, tested or
otherwise filled. If Owner/Contractor is found to have operated existing Pittsboro
potable, or reclaimed water valves they are subject to up to a $15,000.00 fine.
Direct connections to fire hydrants for construction water or to fill any tank or vessel are
illegal. Owners/Contractors caught in any such activity shall forfeit access to water and
be fined or prosecuted to the extent of the laws of the State and the Town of Pittsboro.
09. TRAFFIC CONTROL: The Owner/Contractor shall provide and maintain all necessary
barricades, lights, signals and signs, provide a sufficient number of watchmen and
flagmen, and take all necessary precautions for the protection of the work and the safety
of the public. The rules and regulations of the local authorities and the North Carolina
Department of Transportation (NCDOT) regarding safety provisions and traffic control
shall be observed at all times. The standard procedures for construction signing of the
NCDOT and the Manual on Uniform Traffic Control Devices (MUTCD)shall be followed.
The Owner/Contractor shall conduct the work in a manner which will cause the least
interruption to traffic and may close a street only with the permission of the Town of
Pittsboro and NCDOT in the case of State Roads. Should it become necessary to allow
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 10 of 34
Revised& Effective October 2016

only one-way traffic, the Contractor shall provide one flagman with a stop-slow paddle
for each end of the one-way strip for proper direction of traffic.
The work shall be scheduled and conducted so as to minimize traffic disturbance. The
Owner/Contractor shall provide adequate ingress and egress to both private and public
property during all stages of the project.
10. PROPERTY PROTECTION: The Owner/Contractor shall prevent damage to all
existing lawns, structures, buildings, and utilities against all construction activity.
Damaged property shall be repaired to an equal or better condition than its original
condition at the sole expense of the Owner/Contractor.
The Contractor shall be responsible for the preservation of all public and private
property and shall protect carefully from disturbance or damage all land monuments
and property marks until the Engineer has witnessed or otherwise referenced their
location and shall not move them until directed.
The Contractor shall be responsible for all damage or injury to property of any
character, during the prosecution of the work, resulting from any act, omission,
neglect, or misconduct in his manner or method of executing the work, or at any
time due to defective work or materials, and said responsibility will not be released
until the project shall have been completed and accepted.
When or where any direct or indirect damage or injury is done to public or private
property by or on account of any act, omission, neglect, or misconduct in the
execution of the work, or in consequence of the non-execution thereof by the
Contractor, he shall restore, at no cost to the Town of Pittsboro, such property to a
condition similar or equal to that existing before such damage or injury was done,
by repairing, rebuilding, or otherwise restoring as may be directed, or he shall make
good such damage or injury in an acceptable manner. Such damage will include but
not be limited to landscaped areas. The contractor shall regrade the disturbed area
as directed and restore the surface material to match existing in type and quality.
When construction is within temporary construction easements, the Contractor shall
restore all disturbed areas to a condition equal to or better than the existing
improvements. Such restoration will include but not be limited to asphalt, walkways,
fences, lights, sprinklers, landscaping, etc. In the case of landscaping, the
Contractor may remove and store sod and plant material. If, in the determination of
the Engineer, the sod and/or plant material did not survive the transplanting in good
condition, the Contractor shall replace the sod and/or plant material to match in type
and quality. Also, the Contractor may salvage any sprinkler system materials,
lighting materials, etc. In the event that it is not feasible to reinstall the salvaged
material, new material shall be installed.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 11 of 34
Revised& Effective October 2016

The Contractor shall not dump spoil or waste material on private property without
first obtaining from the owner written permission for such dumping. All such
dumping shall be in strict conformance with the Grading and Drainage Ordinance of
the Town of Pittsboro.
Access to private property shall be maintained to keep inconvenience to the
property owner to a minimum. Prior to any construction in front of driveways the
Contractor shall notify the property owner 24 hours in advance. Inconvenience
caused by construction across driveways and sidewalks shall be kept to a minimum
by restoring the serviceability as soon as possible. If it is necessary to leave open
excavation for a long period of time, the Contractor shall provide structurally
adequate steel plates to bridge the excavation.
11. EROSION CONTROL: Erosion control (land disturbance) permits are required where
applicable land disturbance. Permits are issued by Chatham County, on behalf of the
Town of Pittsboro. Mud and silt runoff shall be minimized through the use of silt
fences, temporary sediment traps, rock check dams, diversion channels and other
Chatham County approved BMPs and methods. Erosion control measures shall be
maintained throughout the course of the project. Where required, an erosion control
plan shall be prepared by a Professional Engineer registered in North Carolina and
approved by Chatham County. The erosion control plan and erosion control permit
shall be available on the project site at all times. Erosion control measures shall be
shown on the project drawings. The designed erosion control plan shall be adhered
to.
Permanent erosion control measures shall be used to prevent post-construction
erosion. Denuded areas shall be graded as shown on approved plans or as required
to manage storm water runoff and shall be seeded to establish a vegetative cover.
Vegetative cover shall generally be grass unless other native plants are specified and
approved. The Owner shall be responsible for establishing vegetative growth within
the timeframe stipulated in the permit.
12. DELIVERY, STORAGE AND HANDLING OF MATERIALS: Materials shall be
delivered, stored and handled in a manner to prevent damage. Materials shall be stored
in an open area on high ground not subject to flooding, mud or other means of
contamination. Protection of stored materials shall be the responsibility of the
Owner/Contractor. Materials shall be stored in a manner that maintains and protects
the public safety. Materials damaged during delivery, storage or handling shall be
removed from the project site.
Owner/Contractor is responsible for obtaining material storage areas and providing
security of the materials. Private property may be used for storage only with the written
permission of the property owner. If storage is on private property, the Owner will not
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 12 of 34
Revised& Effective October 2016

be released from obligations to the Town of Pittsboro until the property owner provides
a written release for the use of the property.
Public rights-of-way shall not be used for material storage except where specific
permission is obtained. Under no circumstances shall materials be stored in roadways
or streets.
Stringing pipe shall not be allowed in excess of what can be installed in one day.
Exceptions shall be considered on a case by case basis and written permission of the
Town of Pittsboro must be obtained. If written permission is obtained to string pipe, all
applicable stipulations, such as those of NCDOT, shall be recognized.
PVC Pipe shall not be exposed to direct ultraviolet radiation (sunlight) for more than
30 days, whether the time is continuous or cumulative. PVC pipe shall be protected
from direct ultraviolet radiation for any time of exposure exceeding 30 days. PVC
pipe that has been discolored by exposure to ultraviolet radiation is unacceptable.
13. ROADWAY CONSTRUCTION, PAVEMENT REMOVAL AND REPLACEMENT: All
roadway structures, including but limited to storm drain, cub and gutter, sidewalks,
etc. shall be constructed to the NCDOT Standard Specifications for Roads and
Structures, latest revision or as modified herewith. All pavement, including but not
limited to roads, sidewalks, driveways, swales, curb and gutter, etc., shall be neatly
saw cut in straight lines. Broken pavement shall be kept separate from backfill
material. Debris generated by pavement removal shall be removed and disposed of
in an approved manner. Trenches in road cuts shall be kept to the narrowest width
possible, generally no more than 24 inches plus the pipe O.D. Pipe trenches shall
be backfilled and properly compacted and pavement, both asphalt and concrete,
shall be replaced in accordance with the NCDOT Standard Specifications for Roads
and Structures, latest revision. Asphalt pavement shall be clean-cut, with approved
equipment and by approved methods in accordance with the requirements.
All construction related to road and highway crossings shall be in full compliance
with all requirements of the encroachment agreement and to the satisfaction of the
NC Department of Transportation and the Town of Pittsboro.
The Town of Pittsboro reserves the right to perform QA (Quality Assurance)
inspections and materials testing of all materials used in construction of roadways,
and form works at any time during construction.
TOLERANCES FOR ASPHALT ROADWAY PLACEMENT, AND CONCRETE
CURB/GUTTER
String line inspection: of sub-grade for grade, and depth shall be conducted with
the Town Inspector prior to placement of "ABC". The contractor shall provide
centerline hub for string line inspection. A centerline hub shall be provided
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 13 of 34
Revised& Effective October 2016

("RED/BLUE" Tops) at sub-grade and "ABC" string line inspection. Allowable
tolerance are as follows Sub-grade: (after plan grade is established) ± 1/2", "ABC
Sub-Grade": (after pavement section established) ± '/4" see NCDOT Standard
Specification 500 for shaping and compaction requires.
Proof Roll Inspection: Sub-grade and "ABC" sub-base shall be proof roll (shall be
pre-inspected by contractor and by a geotechnical firm). The Town of Pittsboro
Inspector must be present at acceptance proof roll. (Proof roll/density testing shall
be called when contractor is ready to place cub/gutter, and again prior to asphalt
placement - important during rainy season) "ABC" MUST BE CERTIFIED BY A
GEOTECHNICIAL FIRM. A COPY OF THE CERTIFICATION SHALL BE
PRESENTED TO THE INSPECTOR WITHIN SEVEN (7) DAYS OF INSPECTION
Surface Testing:
A surface drainage test shall be performed. The completed surfacing shall be
thoroughly compacted, smooth and true to grade and cross-section and free from
ruts, humps, depressions or irregularities. An acceptable surface shall not vary
more than 1/4 inch from the lower edge of a 12-foot straightedge when the
straightedge is placed parallel to the centerline of the roadway. The straightedge
shall be furnished by the contractor and shall be acceptable to the Engineer.
All streets shall be water tested for drainage in the presence of the Town Pittsboro
Engineer, Inspector, or designated representative before final acceptance. The
newly constructed street shall be flooded with water from a water at the rate and
volume adequate to observed for deficiencies, such as standing water or ponding.
The pavement structure, including curb and gutter shall be observed. If deficiencies
are found (standing/ponding water greater than Y4") the Contractor shall take the
necessary steps to correct. Any areas not draining properly shall be corrected to the
Town's satisfaction at the Contractor's expense. Once corrections are made, a re-
inspection shall occur with the use of the same process. Water for this testing shall
be provided and paid for by the Contractor.
When deviations in excess of the above tolerance are found, humps or depressions
shall be corrected to meet the specified tolerance, or shall be cut out along neat
straight lines and replaced with fresh hot mixture and thoroughly compacted to
conform with and bond to the surrounding area. Materials and work necessary to
correct such deviations shall be at no additional cost to T.O.P.
The Town of Pittsboro requires that gutters be water tested. The Contractor shall
establish flow in the length of gutter to be tested by supplying and distributing water
from a hydrant, tank truck or another source. After the supply of water is shut off
and water has stopped flowing, the gutter shall be inspected for evidence of
ponding or improper shape. The work shall be deemed deficient if water is found
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 14 of 34
Revised& Effective October 2016

ponded in the gutter to a depth greater than 1/2 inch or ponding extends onto the
adjacent asphalt pavement.
The face, top, back, and flow line of the curb and gutter shall not deviate in excess
of 1/4-inch over 10 feet, as tested with a 10-foot straightedge or curve template,
longitudinally along the surface. The surface of concrete sidewalk or curb ramp
shall not deviate in excess of 1/8-inch over 5 feet as tested with a 5-foot
straightedge except for the 1/4-inch recess of the preformed material in expansion
joints. All finished concrete elevations shall not deviate from the elevations shown
on the plans, or indicated by typical sections or standard details referenced within
the construction documents, by more than 1/2 inch.
Areas between elevations shown on the plans shall be straight graded or smoothly
transitioned through a vertical curve in a manner approved by the Engineer or as
otherwise indicated on the construction documents.
Deficiencies: Any section of the work deficient in depth or not conforming to the
plans or specifications shall be removed and replaced by the. Replacement or
reconstruction shall be from joint to joint. Concrete work that does not comply with
tolerance requirements shall be removed and replaced. Remove and replace
gutters that exceed the ponding tolerance. Grinding shall only be allowed if
approved by the Engineer.
No ripping or rooting will be permitted outside limits of cuts. Surfacing materials
removed shall be hauled from the job site immediately, and will not be permitted in
the backfill.
PAVEMENT REPLACEMENT AND SURFACE RESTORATION:
Grading: The Contractor shall do such grading in the area adjacent to backfilled
trenches and structures as may be necessary to leave the area in a neat and
satisfactory condition approved by the Town or Town's Representative and the
Engineer of Record.
Restoring Surface: All streets, alleys, driveways, sidewalks, curbs, or other
surfaces, in which the surface is broken into or damaged by the installation of the
new work, shall be resurfaced in kind or as specified to the satisfaction of the Town
Engineer.
Cleanup: The job site shall be left in a neat and acceptable condition. Excess soil,
concrete, etc., shall be removed from the premises.
Temporary Pavement: The Contractor shall install temporary asphalt pavement, or
the first course of permanent pavement replacement immediately following
backfilling and compaction of trenches that have been cut through existing
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 15 of 34
Revised& Effective October 2016

pavement. This preliminary pavement shall be maintained in a safe and reasonably
smooth condition until required backfill compaction is obtained and final pavement
replacement is ordered by the Town staff or Engineer of Record. Temporary paving
removed shall be hauled from the job site and disposed of by the Contractor at no
additional cost to the Town of Pittsboro.
All construction related to road and highway crossings shall be in full compliance with
all requirements of the encroachment agreement and to the satisfaction of the NCDOT,
and the Town of Pittsboro.
14. EXCAVATION: The Contactor shall have a Geological Engineering, and Testing firm
on site for testing of compaction of bedding, and backfilling activities commence per the
Town "Material Testing" guidelines.
Trench widths shall be kept to a minimum, generally no more than 24 inches greater
than the pipe O.D. Trench depths shall allow a minimum of three (3') feet of cover over
the top of the pipe. The bottom of the trench shall be uniformly graded and shall support
the pipe for the entire length. Adequate bearing shall be provided for all pipe lines laid
in uncertain soil conditions.
Generally, Type I trench shall be acceptable for shallow pipe burial. However, when
subsurface conditions or depth of bury dictate, Type II, Ill or IV trenching shall be used
per pipe manufacturer's recommendations. "Bell holes" shall be dug so that the entire
length of pipe shall rest upon the trench bottom.
Pipe Bedding: Refer to the respective utility section for bedding and backfill
requirements. The following is a guideline or unless otherwise specified or noted on
the Plans the following bedding classes are as commonly required by this
Department. When granular material embedment is required, the Contractor will
backfill above the granular bedding as specified for Type I bedding to an
elevation one (1) foot above the top of the pipe bell.
Type I - Shaped Bottom Bedding: Shaped bottom bedding shall be such that the
pipe bears uniformly upon undisturbed native earth. Soil is then backfilled by hand
around the pipe and completely under the pipe haunches in uniform layers not
exceeding six (6) inches in depth to an elevation one (1) foot above the top of the
pipe bell. Each layer shall be placed; then carefully and uniformly tamped so that the
pipe is not damaged nor the alignment disturbed.
Type II - Granular Material Embedment: For Type II bedding, the trench bottom
shall be undercut a minimum of six (6) inches below the pipe barrel grade and filled
with an approved stone to an elevation such that the pipe will be completely and
uniformly bedded to a vertical height of one-third the outside diameter of the pipe for
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 16 of 34
Revised& Effective October 2016

the pipe's entire length and the entire width of the ditch. Type II embedment shall be
used as directed by the Engineer.
Type III - Granular Material Embedment: For Type III bedding, the trench bottom
shall be undercut a minimum of six (6) inches below the pipe barrel grade and filled
with an approved stone to an elevation such that the pipe will be completely and
uniformly bedded to vertical height of one-half the outside diameter of the pipe for the
pipe's entire length and width of the ditch. Type III Granular material embedment shall
be used as directed by the Engineer.
Concrete Encasement and Cradles: Concrete encasement or cradles will be used
only as designed for individual cases or as directed by the Engineer and will be noted
on the plans and in the Special Provisions when applicable.
Stone Stabilization: Stabilization stone shall be used when the trench must be
undercut in excess of the six (6) inches required for Type II or Type III bedding, either
due to excessive ground water or the existence of unsuitable material incapable of
adequately supporting the pipe.
The Contractor shall undercut the trench as necessary and shall place and compact
the stone stabilization material required to establish a stable bottom to receive either
the Type II or Type III granular bedding and pipe.
Depth of Pipe Installation: Unless otherwise indicated on Plans, or required by
existing utility location, all pipe will be installed with the top of the pipe at least 3.0'
below the edge of adjacent roadway pavement or 3.0' below the ground at the pipe,
whichever is greatest. The Contractor is instructed to check the construction plans
and blow-up views for additional requirements.
The maximum depth of cover for the previously specified pressure classifications
shall be as follows:
Type I Bedding 10 feet
Type II Bedding 15 feet
Type III Bedding 20 feet
The Contractor may be required to vary the depth of pipe to achieve minimum
clearance from existing utilities while maintaining the minimum cover specified
whether or not the existing pipelines, conduits, cables, mains, etc. are shown on the
Plans.
FOUNDATION, BEDDING, HAUNCHING, BACKFILLING AND COMPACTION:
The bottom of an excavation upon which a structure is to be placed or the bottom of
a trench where the elevation is set below the pipe elevation shown on the plans or
as directed by the Engineer. The elevation of the trench foundation is determined
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 17 of 34
Revised& Effective October 2016

from the desired pipe elevation by taking into account the bedding and pipe wall
thicknesses. The material required due to over-excavation.
Bedding is the material upon which a pipe is to be placed. The bedding
material type shall be #78M stone from Luck Stone quarry or equivalent as
approved by the Town.
Haunching is the material placed between the bedding and spring line. If placed
in lifts, the lift thickness shall not exceed 2 feet (1 foot for flexible pipe) and shall
be deposited and compacted to the specified density uniformly on each side of
the pipe to prevent lateral displacement of the pipe. The haunching material shall
be #78M stone. With Town approval an alternative granular material or CLSM
may be used.
The material placed between the spring line to 12 inches above top of pipe. Initial
backfill shall be placed in lifts that shall not exceed 2 feet (1 foot for flexible pipe)
and which can be effectively compacted depending on the type of material, type
of equipment, and methods used.
Initial backfill material shall be #78M. With Town's approval, an alternative
granular material or CLSM may be used. With Town's approval, native backfill
with no diameter larger than 1% inches may be used for concrete pipe.
Final backfill shall be placed in lifts that shall not exceed 2 feet and the lift height
shall not be more than can be compacted to the required density with the
equipment and methods being used.
Final backfill shall be determined in the field, either road base or sound earthen
material with no diameter larger than 4 inches and be free from broken concrete,
broken pavement, wood or other deleterious material; or as approved per The
Town of Pittsboro, NCDOT, other utility or Engineer of Record.
Unless otherwise noted, backfill under single curb, curb and gutter, sidewalk,
driveways, valley gutters, etc. shall be the same as the adjacent street pavement.
Where flooding softens the trench bottom, water and unsuitable material shall be
removed and replaced with suitable material tamped to 95% density or#78M for
all pipe material.
Over-excavation: Except at locations where excavation of rock from the bottom
of the trench is required, care shall be taken not to excavate below the depth
needed to accommodate the required bedding depth. Unauthorized excavation
below the specified trench grade line shall be refilled at the Contractor's expense
with #78M stone.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 18 of 34
Revised& Effective October 2016

Whenever rock is encountered in the trench bottom, it shall be over-
excavated to a minimum depth of six inches below the bottom of the pipe
barrel. This over-excavation shall be filled with bedding material placed
with the minimum possible compaction. Whenever unsuitable soil
incapable of supporting the pipe is encountered, the Contractor will notify
the Town, Town Representative, Engineer of Record, and a field
determination will be made as to the depth of over-excavation and the
granular fill required.
15. TRENCH PREPARATION AND MAINTENANCE: Trenching shall conform to the
alignment and depth depicted in approved plans. Trenches shall be properly sloped,
braced and drained to provide worker safety and adequate pipe laying conditions.
When dewatering, pump discharge shall be directed and filter per the approved
Erosion Control permit to natural drainage channels. Thorough attention shall be
directed to minimizing erosion and sedimentation both on and off site. Dewatering
discharge shall not be allowed into the sanitary sewer system.
Pipe clearance in rock shall be a minimum of 6 inches between the outside
circumference of the pipe and the rock surfaces. All grading in the vicinity of
trench excavation shall be controlled to prevent surface water from flowing into the
trenches. Any water accumulated in the trenches shall be removed by pumping or
by other approved methods.
During excavation, material suitable for backfilling shall be placed in an orderly
manner, a sufficient distance back from the edges of trenches, to avoid overloading
and to prevent slides or cave-ins. Material unsuitable for backfilling, or excess
material, shall be hauled from the job site and disposed of by the Contractor.
The Contractor shall, prior to commencement of the work, submit a letter to the
Town of Pittsboro stating the location of each disposal site for all excess or
unsuitable material and certify that he has obtained the property owner's permission
for the disposal of all such materials.
Where the plans and/or special provisions provide for segregation of topsoil from
underlying material for purposes of backfill, the material shall not be mixed.
Shoring and Sheathing: The Contractor shall do such trench bracing, sheathing,
or shoring necessary to perform and protect the excavation as required for safety
and conformance to governing laws. A Certification or shoring plan sealed by a
Professional Engineer shall be provided, as determined by the Town Engineer. The
bracing, sheathing, or shoring shall not be removed in one operation but shall be
done in successive stages to prevent overloading of the pipe during backfill
operations. The cost of the bracing, sheathing, or shoring, and the removal of
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 19 of 34
Revised& Effective October 2016

same, shall be included in the unit price for the pipe or other item which
necessitated the work.
All shoring and sheathing deemed necessary to protect the excavation and to
safeguard employees, shall be installed.
The Contractor shall provide and maintain in a neat, sanitary condition such
accommodations for the use
Open Trench: Except where otherwise noted in the special provisions, or approved
in writing by the Town, or the Engineer of Record, the maximum length of open
trench, where the construction is in any stage of completion (excavation, pipe laying
or backfilling), shall not exceed 1320 feet in the aggregate at any one location.
Any excavated area shall be considered open trench until all ABC for pavement
replacement has been placed and compacted. With the approval of The Town of
Pittsboro, pipe laying may be carried on at more than one location, the restrictions
on open trench applying to each location. Trenches across streets shall be
completely backfilled as soon as possible after pipe laying. Substantial steel plates
with adequate trench bracing shall be used to bridge across trenches at street
crossings where trench backfill and temporary patches have not been completed
during regular work hours safe and convenient passage for pedestrians shall be
provided. The Engineer of record may designate a passage to be provided at any
point he deems necessary. Access to hospitals, fire stations and fire hydrants must
be maintained at all times.
16. ROCK EXCAVATION AND REMOVAL: Rock excavation shall be performed by
drilling and blasting or drilling and wedging. Blasting shall be performed only with
ample notification to the Town of Pittsboro and with a Town representative present.
Blasting shall be performed in full conformance too local, state and federal laws and
requirements. A blasting permit shall be obtained from the Chatham County Fire
Marshall prior to any blasting. The Owner shall take all necessary precautions to
protect life and property. Blasting mats shall be used to prevent rock and fragment
projectiles.
Blasting materials maintained on site shall be locked in containers approved for
storing explosives. The safety of workers and the public and the security of the
explosive materials shall be the responsibility of the Owner/Developer, and/or
Contractor.
The contractor conducting blasting shall maintain adequate insurance to cover any
and all damages caused by blasting activities. The Town of Pittsboro shall be held
harmless in any and all claims resulting from blasting.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 20 of 34
Revised& Effective October 2016

Excavated rock shall not be placed directly on pipe. At least 2 feet of select fill shall
be placed directly over the pipe and properly compacted. The remainder of the trench
fill material shall contain no rock, boulders or stone larger than four inches.
Unsuitable blasted rock shall be removed and disposed of in an approved manner.
17. BACKFILLING: Backfill shall be compacted in six-inch lifts too minimum 95%
Standard Proctor. Backfill beneath roadways shall be compacted to at least 100% of
maximum soil density. No rock, boulders or stone larger than four inches shall be
allowed in the backfill material. Deficient or unsuitable backfill material shall be
replaced or substituted with suitable backfill material. Excavated material intended
for use as backfill shall not be used if wet and trenches shall not be backfilled if
flooded or wet. IF excavated material is intended for use, the material SHALL be
screened to remove rocks, boulders, etc. larger than four (4") inches.
A. Compaction Testing: The Town of Pittsboro reserves the right to require
geotechnical testing for every 500 LF and at every utility extension,
service/lateral of utility piping installed, one (1) test, at two (2') to three (3') feet
above pipe, and one (1) at finish grade/roadway sub-grade. OR as described in
the Material Testing Frequency Manual provide at the pre-construction
meeting. Testing shall be required on all potable/reclaim water services,
sanitary/storm sewer laterals, future stub-outs at the same requirement above
Standard Proctor examinations shall be performed by a qualified geotechnical
laboratory and at the expense of the Owner, Developer, and/or Contractor.
Locations for Standard Proctor samples shall be selected by the Town of
Pittsboro.
All roadways shall be proof-rolled before placement of aggregate base course and
again before placement of pavement, concrete work. The Owner/Developer, and/or
Contractor is required to have present a qualified geotechnical representative and a
representative of the Town of Pittsboro. Inspection reports shall be provided to the
Town of Pittsboro by the geotechnical firm.
18. BORING UNDER ROADS AND RAILROADS: Boring under roads and railroads
shall be performed to the stipulations defined in encroachment agreements with
NCDOT or the railroad owner. Lines installed under highways and railroads shall be
bored as shown on approved plans. Casings will be installed of the type, size, and
thickness as specified herein and conforming to either NCDOT or the railroad owner,
whichever is applicable. Adequate notice (as required by the stipulations of
encroachment agreements) shall be given to the owner of the transit-way. At least 48-
hour notice shall be given to the Town of Pittsboro prior to boring any roads within the
Pittsboro ETJ or within the water service area of the Town.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 21 of 34
Revised& Effective October 2016

Rights-Of-Way Belonging to Others: Backfill and compaction outside the limits of
the Town of Pittsboro shall be accomplished in accordance with their permit and/or
specifications.
The minimum depth below a roadway surface to the top of the casing pipe at its closest
point shall be three feet. This shall be the case for either NCDOT roads or Town of
Pittsboro roads. The minimum depth below a railroad (as measured from the bottom of
the rails) to the top of the casing pipe at its closest point shall be 5 Y feet.
Casing pipe shall be installed using adequate equipment designed for boring and
jacking casing pipe, unless otherwise specified, such as in the case of directional or
guided auger boring. Once installed with the carrier pipe and prior to backfilling, the
casing pipe ends shall be sealed with block and non-shrink grout with a 2-inch drain
provided at the lower end of the casing pipe.
Carrier pipe within casing shall be ductile iron pipe supported by spiders at both the
bell and spigot of each joint of pipe.
Beneath roadways, the casing pipe shall extend a minimum of 5 feet beyond the edge
of pavement on either side. Beneath railroads, the casing pipe shall extend a minimum
of 25 feet either side of the centerline of the railroad track unless otherwise noted in the
railroad encroachment agreement.
19. POLYETHYLENE WRAP: shall be used on all buried ductile iron pipe, fittings,
gate valves and other appurtenances that are subject to corrosion either in the soil,
or surrounding condition. For Potable water the wrap shall be Colombia Blue,
Sanitary Sewer shall be Green, and Reclaimed water lines shall either be painted
Pantone 522 purple and/or wrapped with a Pantone 522 purple polyethylene
membrane conforming to ANSI A21.5, or installed in accordance with AVWVA C105.
The polyethylene sheets shall be 18 mils thick, minimum.
The Town of Pittsboro will determine on a case by case basis if polyethylene
wrap is required. Soil corrosion is a geologic hazard that affects buried metals
and concrete that is in direct contact with soil or bedrock. Soil corrosion is a
complex phenomenon, with a multitude of variables involved. Pitting corrosion
and stress-corrosion cracking (SCC) are a result of soil corrosion, which leads to
underground oil and gas transmission pipeline failures. The corrosivity of soils
can be estimated by measuring soil resistivity. Sandy soils are high on the
resistivity scale and therefore considered the least corrosive. Clay soils,
especially those contaminated with saline water are on the opposite end of the
spectrum. Factors that influence soil corrosion are:
• Porosity (aeration)
• Electrical conductivity or resistivity
• Dissolved salts, including depolarizers or inhibitors
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 22 of 34
Revised& Effective October 2016

• Moisture
• PH
Each of these variables may affect the anodic and cathodic polarization
characteristics of a metal in soil. The most corrosive soils have high content of:
• Moisture
• Electrical conductivity
• Acidity
• Dissolved salts
In cases where metallic steel and ductile iron pipelines or encasement pipes are
planned for installation in close proximity to any potential sources of stray current
or aggressive soils, a field analysis consisting of stray current evaluation and soil
testing shall be conducted by an experienced technician, as certified by the
National Association of Corrosion Engineers, (NACE), to determine the potential
for external corrosion at no additional cost to the Town of Pittsboro. In cases
where stray current conditions and/or aggressive soils are prevalent, a corrosion
specialist certified by the NACE or other applicable certification board shall be
consulted regarding the design of pipeline protection measures.
At a minimum, all stray current protection systems should include bonded joints
and sacrificial anodes with a 50-year or longer design life and test facilities in lieu
of polyethylene encasement, unless otherwise approved by the Town of
Pittsboro. The cathodic protection element of the pipeline design package shall
be sealed by Professional Engineer licensed in the State of NC.
Full impressed current cathodic protection shall only be utilized when extreme
corrosion potential has been proven and/or as otherwise directed by the Town of
Pittsboro Engineering Department and the certified corrosion engineer of record.
20. Tracer Wire: Tracer wire shall be installed on all water, sanitary sewer, and
reclaim water mains, and services (taped to the pipe crown). Tracer wire shall be
installed as outlined in the standard detail. Tracer wire shall be minimum 18-gauge
copper wire, plastic coated. During installation, electrical continuity shall be
maintained between valves. If a wire is cut or otherwise requires splicing, the ends
of the wire shall be bared, twisted together and connected with an electrical "twist
cap". Tracer wire shall be Columbia Blue for Potable Water, Green for Sanitary
Sewer, and Pantone 522 Purple for Reclaim Water.
21. Locator Tape: Locator tape shall be installed twenty(24") inches above all water,
sewer, and reclaim water mains. Locator tape shall bear the words: "Warning —
(Water, Sanitary Sewer, and OR Reclaim Water) Main Below". Locator tape shall be
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 23 of 34
Revised& Effective October 2016

installed as outlined in the standard detail section. The Potable Water line tape shall
be Columbia Blue, Sanitary Sewer shall be Green, and Reclaim Water shall be
Pantone 522 Purple.
22. Materials: All construction materials to be used on the work or incorporated
into the work, equipment, plant, tools, appliances or methods to be used on the
work shall be subject to the inspection and approval or rejection of the Town of
Pittsboro, or the Engineer of Record. The materials used on the work shall meet
all quality requirements of the Town's Standard Specifications, and Details. In
order to expedite the inspection and testing of materials, the Contractor shall
notify the Town Engineer/Engineering Inspector, and/or Engineer of Record of
his proposed source of materials prior to delivery. At the option of the Town or,
Engineer of Record, materials may be approved at the source of supply before
delivery is started. If it is found after trial that sources of supply for previously
approved materials do not produce specified products the Contractor shall
furnish materials from other sources.
Unless otherwise noted, all materials used in the project shall be new, unused,
and of current design. All pipe, fittings, apparatus, appliances, instruments, and
steel shall be manufactured in the United States. All pipe fittings, and apparatus
shall be from approved manufacture, and of like manufacture (no mixed
manufacture material).
Additionally, any new materials used in this project that are damaged during the
construction of the project and prior to final acceptance, shall be replaced by the
Contractor with new material at no additional cost to the Town.
All materials and/or equipment not conforming to the requirements of the
specifications, whether in place or not, may be rejected. Rejected materials
and/or equipment shall be removed immediately from the site of work unless
otherwise permitted by the Engineer. No rejected material and/or equipment, the
defects of which have been subsequently corrected, shall be used.
All pipe, fittings, castings, and steel must be produced, melted, and
manufactured in the United States.
All steel and iron products that are permanently incorporated into this project
shall be produced in the United States except minimal amounts of foreign steel
and iron products may be used provided the combined project cost of the bid
items involved does not exceed 0.1% of the total amount bid for the entire project
or $2,500, whichever is greater. This minimal amount of foreign produced steel
and iron products permitted for use is not applicable to fasteners. Domestically
produced fasteners are required.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 24 of 34
Revised& Effective October 2016

All steel and iron products shall be furnished as domestic products and shall be
melted, cast, formed, shaped, drawn, extruded, forged, fabricated, produced, or
otherwise processed and manufactured in the United States. Raw materials
including pig iron and processed pelletized and reduced iron ore used in
manufacturing domestic steel products may be imported; however, all
manufacturing processes to produce the products, including coatings, shall occur
in the United States.
Each purchase order issued by the Contractor or a subcontractor for steel and
iron products to be permanently incorporated into any project shall contain in
bold print a statement advising the supplier that all manufacturing processes to
produce the steel or iron shall have occurred in the United States. The
Contractor and all affected subcontractors shall maintain a separate file for steel
products permanently incorporated into any project so that verification of the
Contractor's efforts to purchase domestic steel and iron products can readily be
verified by an authorized representative of the Department or the Federal
Highway Administration.
23. Adjusting frames, covers and valve boxes: The Contractor shall furnish all
labor, materials, and equipment necessary to adjust all frames, covers and valve
boxes as indicated on the plans or as designated by the Engineer of Record. The
frames shall be set to grades established by the Engineer of record in non-paved
areas and flush with finish grade of pavement sections. No valve, meter box or
manhole/clean-out shall fall in concrete structure (sidewalk/handicap ramp,
curb/gutter)
Existing Pavement Section
The Contractor may elect to remove existing frames, covers, and valve boxes
when re-working existing pavement structures and then install new frames and/or
boxes in accordance with standard detail drawings at no additional cost to the
Town of Pittsboro.
The Contractor shall be responsible for maintaining an accurate description and
location of all items to be adjusted. The locations shall be referenced with map
documentation by the use of swing ties or GPS locations. This information shall
be supplied to the Town of Pittsboro, Engineer of Record and utility owner(s)
prior to taking any action that would hide or restrict access to the items to be
adjusted.
Any missing or defective frames, covers, valve boxes or related hardware shall
be reported to the Town of Pittsboro, Engineer of Record, Developer or Utility
Owner in writing during the initial location process to allow for timely
replacement. The Town of Pittsboro, or Utility Owner shall be responsible for
providing replacement items to the contractor. The contractor is responsible for
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 25 of 34
Revised& Effective October 2016

providing items required to accomplish the required adjustments such as
additional adjusting rings, valve box extensions, meter box extensions, and pull
box extensions.
Lowering Procedure
If required, manholes, valve boxes, or survey monuments located within the
paved areas that are scheduled for new construction (road building), to be milled
or reconstructed shall be lowered to an elevation that will allow required work to
be accomplished without damaging the facilities. Care shall be taken to prevent
entrance of any material into the lowered facilities. Lowering shall be to a depth
that will prevent damage to the utility during the construction activities.
All manhole frames, valves boxes, survey hand hole frames and related items
removed by the contractor during the lowering process shall be maintained in a
secure area, and the contractor shall bear full responsibility for the material. Any
hardware items lost or damaged by the contractor shall be replaced like in kind,
at no additional cost to the T.O.P. or Utility owner.
Preparation for Milling
Temporary asphalt concrete shall be placed over the steel plate filling the
excavated area. The temporary pavement shall be maintained until removed
during the adjustment to final grade. For manholes located on major streets that
are to be kept opened to vehicular traffic, hot mix asphalt shall be used to backfill
the excavated areas and compacted flush with the existing pavement prior to
opening up to traffic. In residential or low volume streets with minimal traffic, cold
mix or another approved product may be used for temporary pavement.
Adjusting Frames
The Contractor shall loosen frames in such a manner that existing monuments,
cleanouts, manholes, and valve boxes will not be disturbed or damaged. Debris
shields shall be used to prevent debris from entering sanitary or storm sewers.
All loose material and debris shall be removed from the excavation and the
interiors of structures prior to resetting frames. If dirt or debris enters the valve
boxes, sewer system the contractor shall be responsible for cleaning the valve
box or sewer system for a minimum of one reach (the next downstream structure
from the contamination point.) Frames shall be set to match finished grade or the
elevations and slopes established by the Engineer. Manhole frames shall be
firmly blocked in place with masonry or metal supports. Spaces between the
frame and the facility shall be sealed on the inside to prevent any concrete from
entering the hand hole or manhole. A Class AA concrete collar shall be placed
around and under the frames to provide a seal and properly seat the frame at the
required elevation and slope. Concrete shall be struck off flush with the top of the
existing pavement. Adjustments of utilities, if located within the asphalt
pavement, shall be made after placing the final surface course when there is only
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 26 of 34
Revised& Effective October 2016

a single lift of pavement required. When there are multiple lifts of pavement
required, adjustments may be made before the final surfacing or as directed by
the Town of Pittsboro or Engineer or Record
After removal of the temporary asphalt pavement in the area of adjustment, and
prior to placement of the final concrete collar ring (as shown on approved detail)
the asphalt pavement in proximity of the adjustment shall be rolled with a self-
propelled steel wheel roller if requested by T.O.P. or the Engineer of Record.
Adjusting Valve Boxes
Valve boxes shall be adjusted to the new elevations indicated on the plans, or as
established by the Engineer of Record.
Adjustable valve boxes shall, if possible, be brought to grade by adjustment of
the upper movable section. Debris shields shall be used to prevent debris from
entering valve boxes. All loose material and debris, water shall be removed from
the excavation and the interiors of valve box prior to resetting box. If dirt or debris
enters the valve boxes, the contractor shall be responsible for cleaning the valve
box out to allow the operating nut to be accessible. The valve boxes shall be
centered over the operating nut. Any excavated area shall be filled with Class AA
concrete to the level of the existing pavement, or as directed by the Town, or
Engineer of Record.
Concrete pipe valve boxes in areas not subject to vehicular traffic shall be
adjusted to grades by installing a suitable length of metal or concrete pipe, of the
same inside diameter as the present valve box, and reinforcing the outside with a
concrete collar extending from at least 2 inches below the joint up to and flush
with the top of the valve box extension. This collar shall be of Class AA concrete.
The dimension from the outside of the box to the outside of the collar shall not be
less than 2 inches.
Contractor shall adjust valve boxes per approved plans, clean debris out of valve
box and center over operating nut. The operating nut shall be within five (5') feet
of finish grade. The use of valve operating nut extension is expectable as long as
the follow condition are meant:
• The operating nut extension SHALL NOT be pounded on. The extension
shall be installed per manufacture requirements, set screw tighten to
ensure that extension does NOT come off.
Manufactured "donuts must be benched into finish grade (buried to where they
are stable). Otherwise valve adjustment shall be formed & poured in non-paved
areas.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 27 of 34
Revised& Effective October 2016

Adjusting Manhole and Valve Covers with Adjustment Rings
Adjusting rings may be used to raise manhole covers in asphalt pavements when
deemed acceptable by the Engineer. The amount of adjustment, thickness of
seal or overlay, and cross slope will be considered when using adjusting rings.
Each location where an adjusting ring is used must have a sufficient depth of
asphalt to assure the proper installation and operation of the ring. The rings shall
be made of a concrete, non-metallic, polypropylene or fiberglass material and
installed per the manufacturer's specifications. The rings shall be approved by
T.O.P. or the Engineer of Record.
The concrete collar ring around the frame or valve box shall be circular, and shall
be a minimum of eight (8) inches thick, placed flush with the adjacent new
pavement surface. Concrete shall be a minimum of Class AA on all paved
streets. All concrete shall be obtained from plants approved by the Town or
Engineer.
If required by the Town of Pittsboro specifications or details, a single No. 4 rebar
hoop will be placed in each adjustment collar. The hoop diameter shall be such
that its placement is centered between the edge of the manhole frame or valve
box, and the outer edge of the concrete collar, the depth of the hoop shall be
centered in the thickness of the collar. Each concrete ring shall be scored radially
at quarter-circle points. Score lines shall be -inch wide by 1/2 - inch deep. The
concrete collar surface shall be rough broom finished.
Traffic shall not be allowed on the concrete collars until the concrete has cured
enough to allow traffic to drive on. On major streets the contractor shall use
"high-early" in the concrete mix, approved by the Town of Pittsboro or Engineer,
to minimize delay in reopening the street(s) to traffic.
24. Contractor Certification of Installation Procedures: When requested in
the Special Provisions or by the Engineer of Record prior to installation, the
Contractor shall furnish to the Town of Pittsboro an affidavit (certification) from
the pipe manufacturer (or his designee) stating that the Contractor is familiar with
the manufacturer's suggested installation methods and procedures and the
manufacturer's suggested installation methods and, procedures are consistent
with The Town's requirements.
When required by the Special Provisions, the pipe manufacturer or his designee
will review the Contractor's methods and, procedures for pipe installation in the
field. The Contractor will make any adjustments in the installation as recommended
by the manufacturer or his representative. If necessary, the Contractor may be
required to reinstall or provide corrections to pipe installed prior to the field review
at no cost to the Town. Once the manufacturer, or his representative has reviewed
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 28 of 34
Revised& Effective October 2016

the Contractor's installation methods and the Contractor has adjusted his
installation methods as recommended by the same, the manufacturer or his
representative shall furnish to the Town of Pittsboro an affidavit (certification) that
the Contractor's installation methods and procedures, at the time of the review,
complied with the manufacturer's installation practices. The affidavit must provide
the name of the manufacturer's representative witnessing the pipe installation.
25. Contractor's Marshaling Yard/Laydown area/Staging are: If the Contractor
or his subcontractor utilizes property outside the limits the project in the
performance of the contract, the Contractor/subcontractor shall comply with the
following:
• Prior to occupying the property, the Owner/Developer, and/or Contractor
shall provide written notification as to the number and location of all
properties to be used. The notification shall specify in detail how the
Contractor proposes to use each property and how he proposes to comply
with (B) through (D) below. Also, the Contractor shall provide a statement,
signed by the property owner(s), which gives the Contractor permission to
use the property.
• The property(s) shall be adequately maintained to control dust, mud,
trash, sediment and other pollutants from leaving the property.
• Work on the property(s) shall be scheduled so as to comply with the
Town's Noise Ordinance.
• Use of the property(s) such as location of stored materials, service of
equipment, etc., shall be conducted to minimize impact on adjacent
properties.
• The Contractor shall leave the property in a condition, as determined by
the Engineer, equivalent to that which existed prior to entry. In no case
shall any use cause, or allow to remain, any negative impact to adjoining
properties or right-of-way unless such impact existed prior to the
Contractors' use.
• The Contractor shall obtain a written release signed and dated from each
property owner after completion of use. Each release shall state that, at
the time of signing, the owner accepts the property in its present condition
from the Contractor and relieves the Contractor and The Town of Pittsboro
from any or all claims for the use or damage to said property. A copy of
each release shall be submitted to the Engineer.
• This Subsection also applies to all levels of subcontractors who will need
to obtain marshaling yards for the project, which will be separate from that
of the Contractor. It will be the responsibility of the Contractor to obtain
copies of the various documents from the subcontractors, as required
above, and provide them to the Engineer.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 29 of 34
Revised& Effective October 2016

• Contractor's Marshaling Yard when the Town of Pittsboro is not the
Contracting Party (private development, utility work, subdivision
construction, etc.): All conditions will apply as in above except that the
permit holder will be responsible for obtaining all documents. The permit
holder will retain the documents and make them available to the Town
upon request.
• The Contractor shall comply with the T.O.P. Code concerning work hours
and noise level during construction.
26. Preliminary and Final Inspection and Punch List Procedures
(Excluding One(1)Warranty walk through,refer to"One(1)Year Warranty Procedure Document")
When the Contractor has completed the work in an acceptable manner in
accordance with the approved plans, specifications and the terms of the permit
shall make a final inspection of the work prior to scheduling the preliminary and
final inspection with the Town of Pittsboro. Upon completion of all necessary
repairs or renewals, the Developer/Engineer of Record shall certify in writing as
to satisfactory completion thus allowing the connection to the Town's system
and activation of service connection.
Preliminary Inspection
The Developer/Contractor shall ensure that all personnel have been notified of
the "Preliminary" inspection (i.e. Town of Pittsboro Inspector, NCDOT, and
Chatham County Building Inspection, Fire Marshall and Erosion Control and
any other entities involved in conducting inspections on the project). The
Developer, and/or Contractor shall insure that all sub-contractor's
representatives (grading, paving, potable, and reclaim water, storm, and
sanitary sewer contractors) are present at the preliminary, and final inspection.
The Town Inspector will insure that the required Town staff are also present. At
least a forty-eight (48) hour direct notice by the contractor to the Town Inspector
is required. The Town Inspector must confirm the notice is accepted.
IF any punch list items are discovered the Town Inspector shall, compile all
punch list items and present to the Developer/Contractor within seven (7) days
of completion of the "preliminary" inspection. The Owner/Contractor SHALL
distribute all punch list items to ALL parties involved in the inspection via email.
The contractor will then have fourteen (14) days to complete the "preliminary
inspection" punch list items, and schedule "FINAL" inspection.
Final Inspection
Upon completion of Preliminary Inspection punch list work, the Town of
Pittsboro shall conduct a final inspection, with the Developer/Contractor, and the
Engineer of Record (or their representative) with required a forty-eight (48) hour
notice.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 30 of 34
Revised& Effective October 2016

At the "FINAL" inspection all required NCDEQ/DWR certifications, As-builts
potable and reclaim water bacterial results, backflow/pressure reducing unit
certification (s), sanitary sewer and manhole testing and CCTV inspection and
material (s) (soils, concrete, asphalt) testing results shall be submitted for final
review and acceptance by the Town of Pittsboro.
IF any punch list items are discovered at the "Final" Inspection, the Town
Inspector shall compile the punch list items and present the "FINAL" punch list
to the Contractor within seven (7) days. The contractor shall have fourteen (14)
days to complete the "FINAL" punch list. A re-inspection shall be required with
the same forty-eight (48) hour notification.
Re-inspection of rejected work or excessive site visits for the same issue will be charged to the permitted
(Owner/Contractor/Sub-Contractor)applicant or their contractor at the rate inspection passed in the current year"Budget
Ordinance."
27. Refer to Section 3 — Potable Water System, Section 4 — Sanitary Sewer,
Section 6 — Reclaim Water System and Section 7 - Public Infrastructure
Acceptance Process
FIRE HYDRANT METERS PROCEDURES
1. Intent
The Town of Pittsboro is implementing a procedure to schedule and regulate all uses of
hydrant meters.
2. Normal Situation
No water valves, hydrant, blow-off or any other connection shall be operated without
prior permission from The Town of Pittsboro. The customer who wishes to operate any
connection shall contact The Town of Pittsboro and request authorization to operate the
water connection. If authorization is to be granted by The Town of Pittsboro for the
customer to operate a water connection, the customer must provide the following
information:
a. Name of requesting party and company name
b. Contact phone/pager numbers
c. Location of water connection
d. County Inspector involved
e. Length and size of I line
f. Duration of activity (estimate)
g. Number and size of blow-offs on the line
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 31 of 34
Revised& Effective October 2016

Based on this information, if the operation is feasible, The Town of Pittsboro will grant
permission. The operation of the line connection to The Town of Pittsboro system must
take place as scheduled and no extension of the date and time may take place without
the Town's permission. If the activity will not take place as scheduled, the requesting
party shall call and advise The Town of Pittsboro. Authorization will not normally be
given to operate water connections to the Town's water system after normal business
hours of the Town or on Town holidays.
3. Emergency Situations, After Hours and Holidays
The Town of Pittsboro will make the decision as to whether or not it is feasible to
operate any water connection during an emergency situation. Pre-approved
authorization may be subject to termination if an emergency situation arises while water
connection is being operated. If water operation has been suspended, The Town shall
notify requesting party and cease operation. This should be done immediately.
4. Rate Structure
Customers must pay established rates. Current rates will be published and posted at
The Town of Pittsboro office and website. Please be aware that failure to adhere to this
procedure may result in a $500.00 fine. Please inform your employees and
subcontractor of this procedure and scheduling process. If you have any questions or
would like a copy of the procedure, please contact The Town of Pittsboro at 919-542-
4621 ext. 21.
Important!!! - Cost of new meter if lost or stolen is $2000.00 — Charges for
damages is renter responsibility.
5. Helpful Hints for Operating Fire Hydrants
When using a fire hydrant, make sure you use a hydrant wrench, when using a fire
hydrant, you need to:
a. Please open the fire hydrant all the way until the hydrant wrench stops turning
counter-clockwise (it will take 17-21 turns to open the hydrant). If it takes longer than 21
turns to open the hydrant, something could be wrong with the hydrant and this needs to
be reported to the Town of Pittsboro by calling 542-4621 ext. 21.
b. Please make sure you regulate the water flow from your meter's gate valve and not
the hydrant. If you open the hydrant halfway, water will continuously drain under the
hydrant causing damage to the ground under the hydrant which will cave in the ground
under the roads and streets.
c. Please close the hydrant slowly by turning the wrench clockwise until the wrench
stops turning, then back off a quarter turn.
d. Please make sure all hydrant caps and connections are hand tight.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 32 of 34
Revised& Effective October 2016

e. Reporting broken fire hydrants: Please call The Town of Pittsboro immediately when
the hydrant you are using is broken or is not working properly.
Important Notice:
Please close the hydrant slowly!!!! If the hydrant is closed too fast, this will cause
the water lines to break and may cause injury to the persons using the fire
hydrant.
6. Cold Weather Maintenance for Hydrant Meters
During the time of year when the temperature drops to freezing, the customer renting
the hydrant meter will be held responsible for any and all damage by using a hydrant
during freezing weather.
a. Hydrants that do not drain properly are not to be used.
b. Meters used during the day should be thoroughly drained before storing for the night
when the temperature drops.
c. Do not wet streets and roads in shaded areas where water is subject to freeze
causing a hazard.
7. Contractors and Individuals Requiring Bulk Water Sales and Rental Service
Customers may not move a hydrant to a location other than the location on the original
application. If hydrants are not properly used, this can cause severe problems. Opening
and closing a fire hydrant too fast can create a water hammer that can rupture water
lines some distance away. Also, not opening the hydrant all the way can cause the
ground under the street and hydrant to cave in and cause severe damage to the
street/highway and hydrant. Because of the costly damage that can be caused, the
Town of Pittsboro must have prior notice of where and when the hydrant meters will be
used. If The Town of Pittsboro in not given prior notice, the privilege of moving the
hydrant meter yourself will be taken away. The Town has authorization to issue civil and
criminal penalties for unauthorized tampering with the water or sewer system. The civil
penalty is a fine in the amount of$500.00. The Town may also prosecute each offense
as a criminal matter. This notice is to inform you the Town will issue civil penalties in the
amount of $500.00 for any incidence of unauthorized tampering with water or sewer
system if warranted. To give prior notice of moving a fire hydrant water meter, please
call The Town of Pittsboro and give the new location of the hydrant meter and the time
and the day you will be moving the meter.
8. Moving Hydrant Meters in the Town of Pittsboro
Before a hydrant meter can be moved to a different hydrant in The Town of Pittsboro
system you must call [phone] ext. 21 and leave the following information:
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 33 of 34
Revised& Effective October 2016

a. Your name and/or your company's name.
b. Hydrant meter number (located at the top operating nut of the hydrant).
c. The Town of Pittsboro staff will be responsible for moving all hydrants to new
locations.
INFRASTRUCTURE AND UTILITY CONSTRUCTION Page 34 of 34
Revised& Effective October 2016

TOWN OF PITTSBORO
STANDARD SPECIFICATION
SECTION 6
RECLAIMED WATER DISTRIBUTION SYSTEM
JURISDICTIONAL AGENCY APPROVAL
All reclaimed water lines shall be designed, and constructed in accordance with the
State of North Carolina Administrative Code (NCAC) Title 15A 02U, and as referenced
in 02T, North Carolina Department of Environmental Quality (DEQ), and Division of
Water Quality (DWQ). The engineering requirements set forth herein are intended to
supplement rather than supersede other applicable local, county, state, and federal
requirements. In the case of conflict, the more stringent requirements shall apply.
DESIGN CRITERIA FOR DISTRIBUTION LINES
The requirements in this specification apply to all new, and retrofitted distribution lines.
Location
Reclaimed water lines shall be extended along the roadway to the adjacent property
line. A dedicated street right of way, or Town of Pittsboro utility, and pipe line easement
shall be utilized. The dedicated easement shall be twenty (20') feet wide, and recorded
as "Town of Pittsboro Utility Easement." The dedicated easement shall contain Town
utilities unless otherwise approved by the Town Manager, Town Engineer, or Public
Utilities Director through an approved encroachment agreement. Where the twenty (20')
feet wide easement is undersized too due depth/ or diameter requirements for
construction, operations, and maintenance the Town Engineering Department may
approve an increase in dedicated easement to accommodate the new utility.
Unless approved in a written waiver by the Town Engineer, or Public Utilities Director no
permanent structures, equipment, retaining walls, embankments, impounds, or other
elements that would inhibit maintenance operations shall be constructed. The written
request waiver shall include the following: description of all special condition (s),
including appropriate protection measures of potable water, reclaimed water, and
sanitary sewer mains, and access for maintenance purposes.
Fences may cross over easements provided that appropriate access gates have been
installed to allow maintenance operations.
At the discretion, and approval by the Town, fill or cut slopes are not allowed to extend
into reclaimed water main easements except by specific approval.
All relocations of existing or permitted reclaimed water infrastructure including service
piping and meter boxes shall be permitted and inspected in conformance with Town
policies and procedures.
General Provision for Reclaimed Water Distribution System
Effective December 2015
1IPage

Any reclaimed water that leaves the reclaimed water distribution system other than by
means of a properly permitted use must be disposed of into the Town of Pittsboro
sanitary sewer system, unless otherwise approved by the Town of Pittsboro with special
provisions for discharge and disposal. This includes any reclaimed water from blow offs,
testing, line flushing, and/or line breaks. In no case shall reclaimed water from blow offs,
testing, flushing, line breaks or other unpermitted uses be discharged onto the ground
surface or drainage systems, storm water ponds, streams or other non-treated systems.
Any unpermitted discharge of reclaimed water shall be reported to the Town of Pittsboro
immediately and treated as a wastewater spill in accordance with established policies
by the Town of Pittsboro and NCDEQ.
In all cases where potable water is used to supplement a reclaimed water system, there
shall be an approved RPZ or Air Gap between the potable water system and the
reclaimed water system. Units shall be tested per the requirements set forth in the
T.O.P Chapter 25, Utilities Ordinance, Article VI Cross Connections between a Private
Supply and The Town of Pittsboro Water System.
In all cases where potable water is used to supply reclaimed water distribution mains on
an interim basis until such time when reclaimed water is available, there shall be an
approved reduced pressure principle backflow preventer, (RPZ), constructed in
accordance with the Cross Connection Ordinance. The RPZ backflow preventer shall be
provided on the branch supply line feeding the reclaimed water system and shall be
located within 25-ft of the branch connection with the main potable water trunk line. A
reduced pressure principle backflow preventer located on the branch feed to the
reclaimed water system will preclude the need for individual backflow preventers on
each service connection and allow all reclaimed water services to be constructed as
described herein under typical reclaimed service standards and specifications.
Cross-Connection Control
There shall be no direct cross connections between the reclaimed water and potable
water systems. In all cases where reclaimed and municipal potable water are supplied
to the same structure and/or other same facility, a reduced pressure principle backflow
preventer shall be provided on the municipal potable water service. The privately owned
and maintained reclaimed water service piping and other appurtenances shall be
identified in conformance with the North Carolina Plumbing Code. When reclaimed
water distribution mains are unavailable, but planned for future construction in
accordance with the Reclaimed Water System Master Plan; any service lines to
secondary water use facilities, shall be constructed in accordance with reclaimed water
standards as described herein including all requirements for requisite color and text
identification.
Lateral Separation of Reclaimed, Sewers and Water Mains
Reclaimed water distribution lines shall be located 10 feet horizontally from and 18
inches below any water line where practicable.
General Provision for Reclaimed Water Distribution System
Effective December 2015
2IPage

(A) Water mains shall be laid at least 10 feet laterally from existing or proposed
reclaimed/sewers, unless local conditions or barriers prevent a 10-foot lateral
separation, in which case: The water main is laid in a separate trench, with the elevation
of the bottom of the water main at least 18 inches above the top of the reclaim/sewer; or
The water main is laid in the same trench as the sewer with the water main located at
one side on a bench of undisturbed earth, and with the elevation of the bottom of the
water main at least 18 inches above the top of the reclaim/sewer.
(B) Crossing a water main over a sewer. Whenever it is necessary for a water
main to cross over a reclaimed/sewer, the water main shall be laid at such an elevation
that the bottom of the water main is at least 18 inches above the top of the sewer,
unless local conditions or barriers prevent an 18 inch vertical separation--in which case
both the water main and sewer shall be constructed of ductile iron materials and with
joints equivalent to water main standards (restrained) for a distance of 10 feet on each
side of the point of crossing.
(C) Crossing a Water Main under a Reclaimed Water, or Sanitary Sewer.
Whenever it is necessary for a water main to cross under a sewer, both the water main
and the sewer shall be constructed ductile iron and with restrained joints equivalent to
water main standards for a distance of 10 feet on each side of the point of crossing. A
section of water main pipe shall be centered at the point of crossing. Where ductile iron
pipe cannot be used (existing piping) the water, reclaim/sewer shall be encased with
quick set, non-excavate flowing fill extending three (3') feet on both sides of the
crossing. Reclaimed water distribution lines shall meet the separation distances to
sewer lines in accordance with 15A NCAC 02T .0305. All piping shall be restrained MJ
sleeves, or other approved couplings, and wrapped with purple polyethylene wrap as
specified.
(D) Reclaimed water distribution lines shall not be less than 50 feet from a public
well unless the piping and integrity testing procedures meet water main standards
approved by the Town Engineer, or Utility Director, but in no case shall they be less
than 25 feet from a private well.
(E) All privately owned, and maintained reclaimed water service piping, and
appurtenances shall be identified in conformance with North Carolina Plumbing Code.
Sizing
Reclaimed water distribution system piping shall be sized in accordance with the good
design procedures, and master plan for reclaim water. The minimum pipe size for
reclaim water shall be four (4") inches. The design shall provide adequate pressure
throughout the system, or as directed by the Town of Pittsboro.
Installation
All utility extension permits must be obtained prior to construction. All reclaimed water
mains shall have a minimum cover of three (3') feet measured from the top of the pipe
General Provision for Reclaimed Water Distribution System
Effective December 2015
3IPage

to the finished grade. When reclaimed water mains are installed along a roadway, which
does not have curb and gutter, the reclaimed water main shall be installed at sufficient
depth to prevent conflict with future road improvements or vertical alignment changes.
Vertical Realignments of all Piping Material: All piping material shall be restrained, blocked,
and anchored per the Town of Pittsboro approved detail, or per plan detail. Anchoring, and trust
blocks shall be formed, and poured to the provided dimensions.
DISTRUBTION PIPING, VALVING, OUTLETS, AND OTHER APPURTENANCES
All new distribution piping in the reclaimed water system, including service lines, valves
and other appurtenances shall either be colored purple, and embossed, or be integrally
stamped/marked with the words "CAUTION: RECLAIMED WATER — DO NOT DRINK,"
or be installed with a purple identification tape, tracer wire and a purple polyethylene
vinyl wrap. All PVC pipe shall be colored purple, and text identified as described above,
no exceptions. The warning shall be stamped on opposite sides of the pipe and
repeated every 3-feet or less.
Existing potable or non-potable water lines that are being converted to reclaimed water
use should first be accurately located and tested in accordance with regulatory
requirements. If required, the necessary actions to bring the line and appurtenances into
compliance with regulatory standards should be taken. If the existing lines meet
approval of the reclaimed water supplier and NCDEQ, the lines can be approved for
reclaimed water distribution. If verification of the existing lines is not possible, the lines
should be uncovered, inspected, and identified prior to use.
• Polyethylene wrap, locator tape, and tracer wire: Refer to Section 2 General
Provisions for Utility Construction of the Town Pittsboro Standard Specifications
• Marker balls approved by the Town of Pittsboro shall be installed along
reclaimed water lines at a maximum spacing of 100-ft and depth not to exceed 2-
ft. Generally, these can be the non-programmable type balls. Additionally, the
programmable style marker balls shall be provided at all bends, fittings and
reducers. These `smart balls' shall be loaded with the following information: depth
to pipe (from the ball), diameter of the pipe, type of fitting or feature, pipe
material. All electronic marker balls shall be provided in purple color for reclaimed
water and shall be designed to reflect a specific signal back to the electronic
locator. The electronic marker balls shall be installed during pipe laying and
provisions shall be made to assure they are not damaged during backfill
operations. Electronic marker balls shall be tested by the utility contractor at the
completion of backfill operations to assure they are all working properly. Any
defective units shall be replaced. All marker ball locations shall be provided on
the as-built drawings and the coordinates of these markers shall be provided as
append points file, GIS shape file or equivalent.
General Provision for Reclaimed Water Distribution System
Effective December 2015
4IPage

• Where approved by the Town of Pittsboro the use of tracer wire maybe used
instead of the marking balls. The tracer wire shall be purple in color, and 18-
gauge wire
All PVC piping shall be C900, or C905. Pantone 522 purple or equivalent. Cut sheet of
material manufacture shall be submitted for approval by the Town, or Town
representative. The use of C901 rolled tube/pipe is not allowable.
Pipe size 4 to 12 inch shall be designed, and manufacture in compliance
with AWWA C900. Minimum pressure rate of 200 psi, and standard pipe
lengths of twenty (20') feet.
C-900 PVC PIPE SIZES
Nominal Pressure Diameter Wall Outside
Pipe Rating Ratio Thickness Diameter
Diameter (inches)
4 — inch 200 18 .267 4.8
6 - inch 200 18 .383 6.9
8 - inch 200 18 .503 9.05
10 - inch 200 18 0.617 11.10
12- inch 200 18 0.733 13.20
Pipe size 16 to 24 inch shall be designed, and manufacture in compliance
with AWWA C905. Minimum pressure rate of 200 psi, and standard pipe
lengths of twenty (20') feet.
C-905 PVC PIPE SIZES
Nominal Pressure Diameter Wall Outside
Pipe Size Rating Ratio Thickness Diameter
(inches)
16 — inch 200 21 .829 17.4
18 — inch 200 21 .929 19.5
20 — inch 200 21 1.029 21.6
24 — inch 200 21 1.229 25.8
PVC Pipe shall not be exposed to direct ultraviolet radiation (sunlight) for more than 30
days, whether the time is continuous or cumulative. PVC pipe shall be protected from
direct ultraviolet radiation for any time of exposure exceeding 30 days. PVC pipe that
has been discolored by exposure to ultraviolet radiation is unacceptable.
General Provision for Reclaimed Water Distribution System
Effective December 2015
5IPage

Installation and execution: The Owner or Contractor shall provide all materials, labor,
tools, equipment and incidentals required for excavation, installation, backfilling and
testing of water mains and associated appurtenances shown on approved plans.
1. Pipe Installation: Reclaimed water main piping shall be installed in accordance
with AWWA C600. Pipe shall be installed on reasonably consistent grade and
straight alignments, and all joints shall be properly fitted. All pipe and
appurtenances shall be placed in trenches with suitable equipment to prevent
damage to materials. Pipe and appurtenances shall not be dropped into the
trench. Damaged or defective materials shall be permanently marked and
removed from the project.
All foreign matter or dirt shall be removed from pipe and fittings. Pipe interior
shall be clean. Pipe that cannot be swabbed clean shall not be used. Materials
with evidence of oil, tar or grease shall be permanently marked and removed
from the project. Chlorine powder or tablets shall not be placed in pipe during
installation.
Pipe jointing shall be accomplished according to manufacturer requirements. Bell
and spigot shall be cleaned and lubricated before jointing. Pipe installation shall
progress with bell ends facing the laying direction. Manufacturer's maximum
allowable joint deflection shall not be exceeded.
Pipe cutting for inserting valves, fittings or closure pieces shall be square, neat
and properly chamfered according to manufacturer requirements.
During installation, electrical continuity shall be maintained of the tracer wire
between valves. If a wire is cut or otherwise requires splicing, the ends of the
wire shall be bared, twisted together and connected with an electrical "twist cap".
While backfilling the reclaim water main trench, locator tape shall be placed 24
inches above pipe. Locator tape shall bear the words: "Warning — Reclaimed
Water Main Below".
2. PVC pipe shall be installed in accordance with AWWA C605. In the Town of
Pittsboro, the contractor shall bed pipe in a #78A four (4") inches below and one
(1') foot above pipe. The bedding material type shall from Luck Stone quarry or
equivalent as approved by the Town. At a minimum, all PVC pipe shall be
installed at a Type 4 laying condition as specified by AWWA C605 for depth of
installation from three (3') feet to ten (10") feet measured from the top of the pipe.
The Type 4 laying condition requires the pipe to be bedded on a minimum of 4-
inches of select granular material that will conform to the bottom of the pipe.
Select granular material shall consist of Class 1 or Class 2, well-graded sand,
gravel, crushed gravel, crushed stone or crushed slag composed of hard, tough
and durable particles, and shall contain no more than 10 percent by weight of
General Provision for Reclaimed Water Distribution System
Effective December 2015
Wage

material passing a 0.075 mm (No. 200) mesh sieve and no less than 95 percent
by weight passing the 25 mm (1 inch) sieve as defined by ASTM D2321. Pipe
laying on a flat bottom trench is unacceptable.
Class 1 or Class 2 embedment material shall be compacted to the top of the pipe
at 95% or greater Proctor density. Careful attention shall be placed on
compacting embedment under the haunches of the pipe to prevent any potential
voids. When using mechanical compactors, avoid contact with the pipe. When
compacting over the pipe crown, a minimum cover of at least 8-inches or more in
conformance with the manufacturer's requirements shall be maintained over the
top of the pipe prior to compacting. The maximum embedment sizing shall be
limited to materials passing a 3/4-inch sieve for angular materials or 1-1/2-inches
for rounded rock. Embedment materials consisting of select material or native
soils shall be well drained, granular, free of rocks and other foreign materials and
shall be selected and placed to prevent gouges, crimping, or puncture of pipe,
joints or appurtenances.
3. For all other pipe material, the trench bottom shall be prepared with minimum 4-
inch thickness of #78M bedding stone and bell holes shall be prepared in the
bedding. The #78M shall be placed to spring line (encompassing the hauches),
and to a foot above pipe. The bedding material type shall be from Luck Stone
quarry or equivalent as approved by the Town
4. Reaction Blocking: All water main fittings shall be installed with thrust restraint. Reaction
blocking shall be transit-mixed concrete of minimum 2500 psi 28-day compressive
strength placed in adequate quantities for the size and shape of fitting being installed.
Reaction blocking shall be formed and poured such that mechanical joint bolts remain
accessible. The blocking shall be backed by firm solid earth. Where manufactured joint
restraint is used, concrete blocking shall be used only as recommended by the joint
restraint manufacturer. All blocking shall be formed, and poured per the provided
dimensions NOT over formed, and poured. The concrete shall be given twenty-four (24)
to cure prior to backfill and compaction.
Valves and Appurtenances
Valves shall be installed on all branches from feeder-reclaimed water mains according
to the following schedule: 4 valves cross, and 3 valves at tees.
Setting Valves and Valve Boxes: Valves shall be set at locations shown in approved
plans. Valve to pipe connections shall be mechanical joint. A cast iron valve box shall
be installed, accurately centered over the valve operating nut. Valve boxes shall be
installed to the project finished grade. When not in pavement, the valve box shall be
protected with a precast concrete donut. The donut shall be dug into the ground
approximately two inches so the donut is level, fully flush with the ground and even with
the top of the valve box. Valve boxes in paved sections shall be finished flush with final
grade and shall be supported at the top with a poured concrete collar at least 2-1/2 feet
in diameter.
General Provision for Reclaimed Water Distribution System
Effective December 2015
7IPage

Testing standards when connecting to an existing system may require that 4 valves
ultimately be located at crosses, three (3) valves at tees, etc. beyond the minimum
standard to assure adequate testing can be achieved. In such cases, the valves shall be
shown on the plan drawings and included in the testing plan submitted by the Engineer
of record.
Where no reclaimed water line intersections exist, a main line valve shall be installed at
every distance of 500 feet between valves, or as approved by Town Engineer, Public
Utilities Director, or their authorized representative.
All valves for reclaimed water applications, 12-inches in diameter and smaller shall be
resilient seated wedge gate valves in conformance with the requirements of AWWA
C509, (grey or ductile iron body) or AWWA C515, (reduced wall ductile iron body) and
provided with a full circumferential pipe opening. All gate valves shall be designed for a
working pressure of 250-psi with a minimum ULFM rating of 200-psi. Gate valves shall
be fusion-bonded epoxy, (FBE) coated both interior and exterior at a minimum of 10mils
and the FBE coating shall be provided in conformance with AWWA C550. All gate
valves shall be assembled with stainless steel bolts.
All gate valves 12-inches in diameter and smaller shall be installed in the vertical
position and shall be provided with mechanical joint fittings. Gate valves shall be
restrained by wedge action retainer glands or other approved manufacturer provided
restraining systems. In all cases, the valve and piping shall be restrained on both sides
to sufficiently allow the valve to function as a dead end.
All gate valves shall open left with a non-rising stem and be provided with a 2-inch
square operating nut. All gate valves shall be constructed with triple 0-ring seals in
which 2 0-rings are located above the thrust collar and 1 0-ring is located below the
thrust collar. The two upper 0-rings shall be replaceable with the valve fully open and
subjected to full rated working pressure.
The gate valve wedge shall be fully encapsulated in molder rubber and fully retractable.
All valves shall be rated for bi-directional flow. All sealing gaskets shall be made of
EPDM rubber materials.
Gate valves 16-inches through 24-inches shall comply with all specifications outlined for
gate valves 12-inches and smaller in the previous section including the 250-psi pressure
rating. Gate valves 16-inches through 24-inches shall be fabricated exclusively with
ductile iron construction in conformance with AWWA C515.
As additional requirement, gate valves 16-inches through 24-inches if installed vertically
shall be provided with a minimum of 2-ft of overhead clearance between the top of the
operator nut and the finished subgrade. Gate valves 16 through 24 inches in diameter
shall be provided with a 4:1 spur gear reducer.
General Provision for Reclaimed Water Distribution System
Effective December 2015
8IPage

Gate valves, sixteen (16) inches and larger, installed in a horizontal position, shall only
be provided, as permitted by the Public Utilities Director for special circumstances
where vertical alignment is not possible. All horizontal gate valves shall meet or exceed
the specifications outlined herein for vertical gate valves including the 250-psi pressure
rating. All horizontal gate valves shall be equipped with bevel gears resulting in 4:1 or
6:1 turn ratios through 24-inches in diameter.
All gate valves for reclaimed water applications shall be painted purple, Pantone 522
with approved field application paint by the contractor prior to installation or otherwise
wrapped in purple polyethylene wrap for required identification as a reclaimed water
valve.
Valves shall be properly located, operable and at the correct elevation. All valves and
reducers shall be rodded to the tee or cross if one is located within 10 feet as shown in
the Details. If reducers cannot be rodded, concrete blocking or other restraining
methods will be required. The maximum depth of the valve nut shall be 5 feet. When
valve extension kits are used, they must be manufactured by the same company, which
manufactured the valve.
Combination Air Values
Combination air valves shall be provided to purge air from the system at startup, vent
small pockets of air while the system is being pressurized and running, and prevent
critical vacuum conditions during draining. Combination air valves approved for use in
reclaimed water installations shall be installed at all high points of reclaimed water lines
8 inches in diameter or larger and at other locations, such as major changes in slope, as
directed by the Town. A high point shall be determined as any high location where the
difference between the high elevation and adjacent low elevation exceeds 10-ft unless
otherwise determined by the Public Utilities Director based on special circumstances.
The combination air valve shall automatically exhaust large volumes of air from the
system when it is being filled and allow air to re-enter the pipe when the system is being
drained. The reclaimed water main shall be installed at a grade, which will allow the air
to migrate to a high point where the air can be released through an air valve. A
minimum pipe slope of 1 foot in 500 feet should be maintained. The valve shall have a
minimum two (2) inch NPT inlet and 200-PSI working pressure. Combination air valves
shall be sized by the Engineer and approved by the Town.
Combination air valves shall be of the single housing style with Type 304 or 316
stainless steel body that combines the operation of both an air/vacuum and air release
valve. The valve must meet the requirements of AWWA C512 and be installed in
accordance with the Details.
The valve shall have a minimum two (2) inch NPT inlet and the inlet body shall be rated
for minimum 250-PSI working pressure. Combination air valves sized from 2-inches to
4-inches shall be provided with NPT inlets and outlets unless otherwise submitted for
approval with flanged connections. The combination air valve shall be provided with
General Provision for Reclaimed Water Distribution System
Effective December 2015
9IPage

cylindrical shaped floats and anti-shock orifice made of high-density polyethylene.
Combination air valves with spherical floats shall not be accepted. All combination air
valves shall be installed in accordance with the Details.
The combination air valve shall be installed in standard eccentric manhole as shown in
the Town approved detail drawings. The manhole frame and cover shall be stamped
"Reclaim Water" with the Town of Pittsboro, and town log. The combination air valve
shall be provided with a controlled diameter saddle tap in the same sizing as the
combination air valve assembly and isolated with a gate valve of the same size. The
isolation gate valve shall be provided with NPT threads and connected with "no lead"
brass or bronze ball valves may be used in lieu of gate valves for installations' 2-inches
or smaller. The isolation valve shall be rated for 200-psi service or greater.
The contractor shall paint the inside of all manholes housing ARV's with Pantone 522
purple paint and stencil the words "CAUTION: RECLAIMED WATER — DO NOT
DRINK" on the outside of the manhole in at least 2 locations on both sides of the ASRV.
The lettering shall be at least 3-inches in height and be painted in black visible paint that
can be easily noticed from ground level.
Valve Boxes
Valve boxes shall be cast iron, screw or telescopic type, with a 5-inch opening. Valve
box ring adjustments will not be allowed.
Valve box covers shall be square in shape (NOT round) and shall be designed for
AASHTO H-20 truck loadings. All valve box covers shall be of non-interchangeable
shape with potable water covers, and cast on the top surface with a recognizable
inscription indicating "RECLAIMED WATER". All valve box covers shall be painted,
Pantone 522.
The valve box shall be centered over the operating nut and seated on compacted
backfill without touching the valve assembly. All valve boxes shall be encased in a
trowel finished 2' x 2' x 6" pad of 3000-psi concrete beneath the asphalt with the cover
flush with the top of the pavement or flush with the finished grade. Precast concrete
valve box encasements may not be used for valve box encasement outside of paved
areas. The maximum depth of the valve nut shall be 5 feet. When valve extension kits
are used, they must be manufactured by the same company that manufactured the
valve.
For valve box and manhole adjustment procedures refer to Section 2, Infrastructure and
Utility Construction. No valve box, meter box, manhole or clean-out shall fall in sidewalks,
ramps, or curb/gutter.
Appurtenances
Pipe fittings shall conform to AWWA C153 for compact fittings. Fittings shall be
mechanical joint in accordance with AWWA C111. Fittings shall be ductile iron with a
General Provision for Reclaimed Water Distribution System
Effective December 2015
10IPage

minimum working pressure rating of 250 psi.
Fittings shall be cement mortar lined and seal coated in accordance with AWWA C104.
Fittings shall have an outside coating of bituminous material that is maintained through
storage, handling and installation. Fittings shall not be installed without a complete and
thorough bituminous coat.
All fittings shall be restrained to C900 or C905 pipe with an approved wedge action
retainer gland or other approved restraining method. All DIP fittings for reclaimed water
use shall be identified by painting or wrapping with polyethylene wrap in Pantone 522
purple. At the discretion of the Town of Pittsboro, Meg-a-lug retainer glands may be
accepted in certain instances when joint restraint is required.
Blow offs installed on reclaimed water mains at the end of cul-de-sacs shall be a
minimum of 2 inches. Where there is not sufficient pressure to thoroughly flush the
system, a larger blow off will be required.
Blow off assembly sizing for distribution mains, 4-inches through 8-inches in diameter,
shall be the typical 2-inch assembly as shown in the Town approved details. The 2-inch
valves shall be gate type provided with threaded connections with a non-rising stem and
a 2- inch operating nut, 0-ring seals and screwed ends. A full size valve is required on
mains that are planned to be extended. Typical 2-inch blow off assemblies shall be
provided with SDR 21 purple PVC pipe rated at 200-psi and labeled for use with
reclaimed water systems. The SDR 21 PVC pipe shall be joined with bell and spigot
joints restrained by solvent weld. The PVC pipe shall be joined to the threaded
connections of the 2-inch gate valve with PVC transition couplings with metal threads.
The metal inserts of the transition couplings shall be made of stainless steel, "no lead"
brass or bronze. The transition couplings shall be connected to the gate valve with
threaded "no lead" brass nipples. Threaded PVC pipe and joints with connections
threaded in PVC shall not be allowed. All threaded connections shall be provided with
metal threads to maintain the pressure rating of the blow off assembly.
For blow off assemblies on main lines larger than 8-inches in diameter, a blow off
assembly design including calculations for sizing shall be provided by the design
engineer of record and approved by the Engineering Department.
a) All blow offs shall drain to the nearest sanitary sewer manhole when there is a
sewer manhole within 200-ft. In cases where a sewer manhole is not within 200-
ft, the blow off assembly may be omitted at the discretion of the Town Engineer,
and or Public Utilities Director in cases where another blow off assembly is in
close proximity.
b) Everything blow off assemblies for reclaimed water installations in which the
system will be initially charged with potable water, shall be required to maintain
an air gap separation from the blow off discharge pipe to the sanitary sewer
manhole.
c) A typical potable water blow off assembly may be utilized in lieu of a standard
reclaimed water blow off assembly, in cases where a dead end reclaimed water
General Provision for Reclaimed Water Distribution System
Effective December 2015
11 I Page

main
An approved Pantone 522 purple is required to meet color identification requirements
and referenced herein as the color code identification for reclaimed water piping, valves
and other appurtenances. Field application of Pantone 522 purple to valves, fittings,
manholes and other appurtenances shall be implemented in conformance with
manufacturer specifications including surface preparation. In all cases a minimum film
thickness of 18-mils shall be applied. For applications open to daylight, the paint shall
have UV protection. The paint shall consist of a two coat system consisting of a part
high solids cured epoxy as the primer with a polyurethane top coat. For applications not
exposed to sunlight, the paint shall be a two coat application of a high solids cured
epoxy.
All fittings, valves, blow offs and appurtenances other than pipeline joints shall be
restrained with approved wedge action retainer glands. All wedge action retainer glands
shall be manufactured as a one-piece retainer gland for use with typical DIP mechanical
joint fittings, gate valves and PVC C900 or C905 pipe. The wedge action retainer glands
shall be rated to provide restraint up to a 200-psi pressure rating for sizes through 24-
inches with a safety factor of 3:1. Approved wedge action retainer glands shall be made
of ductile iron, coated with a manufacturer applied epoxy coating or polyester powder
coating, including stainless steel bolts and nuts.
Reclaimed water service taps
Individual reclaimed water services and multiple branch services shall be provided from
the reclaimed water main to each reclaimed water meter in accordance with the Town
approved details. Multiple branch services for reclaimed water shall not exceed one (1)
branch lines unless otherwise approved by the Public Utilities Director. Service
connections shall be made perpendicular to the reclaimed water main and shall run
straight to the reclaimed water meter. The use of C901 rolled/tubed material is not
allowed, only ridge pipe shall be used.
All reclaimed water meter boxes and vaults shall be located at the right of way or
easement of private property. Reclaimed water meter boxes shall not be placed in
streets, sidewalks, parking areas or obstructed by fencing or buildings. Exceptions to
these conditions will be at the discretion of the Public Utilities Director.
Provisions for backflow prevention shall be in accordance with the NC Plumbing Code
for plumbing. Normally no backflow provisions will be necessary on reclaimed water
systems. Approved backflow prevention devices shall be required on the potable water
system for all customers with reclaimed water service. Units shall be tested per the
requirements set forth in the T.O.P Chapter 25, Utilities Ordinance, Article VI Cross
Connections between a Private Supply and The Town of Pittsboro Water System.
The reclaimed water meter shall be sized based on applicant water budget calculations
using the approved method. The minimum size of reclaimed water meters and services
General Provision for Reclaimed Water Distribution System
Effective December 2015
12IPage

shall be 1-inch diameter. Multiple branch service sizing shall be determined by the
designer.
Service taps to existing reclaimed water mains shall be made by a licensed utility
Contractor of the Developer.
Materials
Direct taps shall not be allowed with C900 or C905 PVC, or Ductile Iron pipe for
reclaimed water mains. The maximum size for saddle taps is 2-inches in diameter.
All taps larger than 2-inches shall be installed by inline fittings or tapping sleeves. All
tapping of C900 or C905 PVC reclaimed water mains shall be implemented with shell
type cutting tools classified for use with PVC pipe that retains the coupon cut while
penetrating the pipe wall. Twist drill bits and auger bits shall be prohibited.
Service Saddles
All service saddles shall be fabricated with an 85-5-5-5 waterworks brass and fabricated
in a controlled diameter configuration to prevent over tightening the bolts and distorting
or stressing the PVC pipe. Service saddles shall provide full support around the entire
circumference of the pipe. All service saddles shall be manufacturer approved for use
with C900 PVC pipe in conformance with AVWVA C800. Service saddles shall be
provided in a 2-piece bolted design for 4-inch through 8-inch pipe diameters and in a 3-
piece assembly for 10-inch and 12-inch diameters. All service saddles shall be provided
with an EPDM rubber gasket 0-ring design in conformance with ASTM D2000. Service
saddle outlets shall be provided with AVWVA tapered threads.
Tapping Sleeves
MJ tapping sleeves shall be fabricated of cast iron or ductile iron construction in a two-
piece assembly with mechanical joint connections to the main line and flanged
connection to the tapping valve. All MJ tapping sleeves shall be rated for a working
pressure of 200-psi or greater and provided with a 1-inch test plug for testing. All
tapping sleeves shall be hydrostatically tested up to 200-psi for thirty (30) minutes
before a tap is made. Tapping sleeves shall NOT be air tested.
All mechanical joint tapping sleeves shall be manufacturer fabricated and approved for
installation on the specific main line pipe material, whether C900 or C905 PVC pipe. In
all MJ tapping sleeve applications, the tapping sleeve and tapping valve shall be
provided by the same manufacturer.
Stainless steel tapping sleeves may be used in lieu of mechanical joint tapping sleeves
for C900 PVC reclaimed water mains 6- inch through 12-inch in diameter at sizing as
shown in the following table. All stainless steel tapping sleeves shall be manufactured
in conformance with AVWVA C223. All SS tapping sleeves shall be provided in a two-
piece assembly with a full circumferential gasket and a 3/ inch teat plug. The back band
shall be a minimum 14-gauge stainless steel and the front band (where the outlet is
located) shall be a minimum 12-gauge stainless steel. The bolt bars shall be a minimum
General Provision for Reclaimed Water Distribution System
Effective December 2015
13IPage

7-gauge stainless steel. All SS tapping sleeves shall be manufacturer rated for a
working pressure of 200-psi or greater and hydrostatically tested to 150-psi for thirty
(30) minutes before a tap is made. Stainless steel tapping sleeves shall NOT be air
tested.
STAINLESS STEEL TAPPING SLEEVE SIZES
NOMINAL MAIN NOMINAL BRANCH
SIZE (inches) Size (inches)
6 4
8 4
8 6
10 4
10 6
12 4
12 6
12 8
Tapping saddles shall not be used with PVC pipe.
Corporation Stops shall be ball type, fabricated with "no Lead" brass. The inlet shall
have AWWA Standard threads as per AWWA C800. Taps shall be located at 10:00 or
2:00 o'clock on the circumference of the pipe. The outlet connection of the corporation
stop shall be sized for IPS, Iron Pipe Size polyethylene piping and provided with a solid
stainless steel insert stiffener manufactured by the same manufacturer of the
corporation stop ball valve. The outlet connection to the polyethylene service piping
shall be by compression connections provided with the corporation stop ball valve.
Service taps shall be staggered alternating from one side of the reclaimed water main to
the other and at least 12 inches apart. The taps must be a minimum of 24 inches apart
if they are on the same side of the pipe. No tapping shall be made within 3-ft of the end
of the reclaimed water main.
Service piping
Polyethylene service piping shall be provided as minimum 1-inch to maximum 2-inch,
IPS, (iron pipe size), inside diameter controlled, piping in conformance with ASTM
D2239 and rated for 200-psi. All polyethylene service piping shall comply with NSF14,
AWWA C901 and meet all requirements of PE 3710 code designation. The piping shall
be provided with no breaks or fittings in service installation lengths of 100-ft or less. All
polyethylene service piping shall be provided in purple color, Pantone 522, for reclaimed
water applications with the words, "CAUTION — RECLAIMED WATER DO NOT DRINK"
labeling the piping as reclaimed water service piping. All PE piping shall be provided
with tracer wire. Tracer wire shall be a 12 AWG, UL listed solid copper conductor wire
with a minimum 30-mil purple polyethylene jacket, rated for buried service and attached
in at least 3-ft intervals with non-metallic fasteners. The tracer wire may be attached to
General Provision for Reclaimed Water Distribution System
Effective December 2015
14IPage

the pipe by the pipe manufacturer or attached in the field. The tracer wire shall be
connected visibly inside the meter box for use by Town of Pittsboro utility locating staff.
All connections to PE piping shall be provided with stainless steel insert stiffeners
provided by the same manufacturer of the corporation stops and/or the meter setters
and approved by the manufacturer for use with PE piping.
Coppersetters
The minimum service size for reclaimed water copper setters is 1-inch in diameter.
"Coppersetters" shall consist of "no lead" brass components (meeting UNS C89833 as
per ASTM B584) and be installed in reclaimed water applications as shown in the
details and provided with a lockable, full port "no lead" ball valve on the inlet side of the
meter and a second full port "no lead" ball valve on the outlet side of the meter.
"Coppersetters" shall be provided in a 15-inch vertical rise at the shape and
configuration shown in the Town approved detail. "Coppersetters" shall be installed in
the center of the meter box such that the top of the inlet and outlet piping is visible for
inspection. "Coppersetters" shall be provided with "no lead" compression connections
sized for polyethylene piping as specified herein for both inlet and outlet connections.
Typical saddle nuts shall be provided with reverse or left hand threads for connecting
reclaimed water meters with reverse or left hand threads. The top of the ball valve shall
be text identified for use with reclaimed water by a manufacturer installed metal tag.
Water Meters
Reclaimed water meters for 1-inch services will be provided by the Town of Pittsboro
with reverse or left hand threads. Reclaimed water meters shall be color identified by
purple Pantone 522 cover and casing.
Water Meter Box
Meter boxes for 1-inch reclaimed water services shall be made of heavy duty fiberglass
reinforced polymer. The box shall be molded as one piece and provided in a circular
shape with a diameter of 20-inches and a depth of 24-inches. The box shall be provided
with pre-cut entry areas approximately 3-inches wide by 4-inches high for the service
pipe entrance and exit. The plastic box shall be provided in purple color dyed into the
fiberglass construction. The meter box cover shall be made of light weight polymer
concrete dyed purple, Pantone 522 with the words, "CAUTION RECLAIMED WATER-
DO NOT DRINK", embossed in the cover. The meter box cover shall be provided as a
solid polymer cement cover with no reader door. The meter box cover shall be provided
with one (1) stainless steel locking bolt. The stainless steel locking bolt shall be
provided in a Penta head configuration. The box and cover shall be load rated for a
vertical load of 20,000-lbs. The inside of meter box shall be labeled indicating,
"CAUTION RECLAIMED WATER-DO NOT DRINK" in lettering at least 1-1/2 inches in
height that is clearly legible when opening the cover. All fittings and connections shall
be "no lead" brass conforming to UNS C89833 as ASTM B584.
General Provision for Reclaimed Water Distribution System
Effective December 2015
15IPage

Meter Boxes for 1-1/2" and 2" services shall be made of fiberglass reinforced polymer
and provided with heavy duty rated polymer concrete covers as indicated in the
Standard Details. All meter box covers shall be consistently color-coded purple
(Pantone 522 C) and marked on the top surface with recognizable inscription indicating
"RECLAIMED WATER-DO NOT DRINK" painted with a protective bituminous coating
before being shipped from the factory. No valve box, meter box, manhole or clean-out
shall fall in sidewalks, ramps, or curb/gutter
TESTING AND INSPECTION
Hydrostatic testing
Reclaimed water lines, including all fittings, water meter services, and connections to
the reclaimed water mains shall be tested for water-tightness by subjecting each section
to hydrostatic testing in accordance with applicable provisions of AWWA C-600, except
as modified below, and shall consist of pressure testing and allowance testing. Town of
Pittsboro staff must be present for all pressure testing. All valves will be turned by
Town staff only. Others who turn Town valves shall be subject to fines of up to
$15,000 per indecent.
The test section shall be slowly filled with potable water and all air shall be vented from
the line. At least 48-hour notice required before tests are scheduled. The Contractor
shall provide all vents, piping, plugs, bulkheads, valves, bracing, blocking, pumps, and
measuring devices and all other equipment necessary for making the tests, including
pressure gages, and shall pay the Town of Pittsboro for water used in the tests.
Hydrostatic Testing: Pressure testing may be made before or after backfilling, but
backfilling must be completed before allowance testing. If the pipe is center-loaded, a
visual inspection for leaks may be made along the pipe line while the test section is
under test pressure, and all visible leaks repaired. However, if mechanical compaction
is to be used in the backfilling operations as spelled out in AWWA C-600, the tests shall
not be made until the backfilling is completed and compacted. Backfill and compaction
for the full distance encompassed by restrained/welded joints shall be completed prior
to testing. All connections, blow offs, hydrants and valves shall be tested with the main
as far as is practicable. Hydrostatic testing shall not begin until the pipe has been filled
with water for at least 24 hours to allow for air venting.
Pressure Testing: Unless otherwise noted in the contract documents, the minimum
prescribed test pressure shall be at least 200 psi for lines smaller than 16 inches and
150 psi for lines 16 inches or larger, not to exceed 5 psi over the minimum prescribed
test pressure, as measured at the lowest end of the section under test. The duration of
each pressure test shall be at least 2 hours, during which time the test section shall not
drop below the minimum prescribed test pressure. If the pressure in the pipe test
section has not stabilized by the end of the testing period, a hydrostatic retest will be
required. Each section of a new line between sectionalizing valves or between the last
sectionalizing valve and the end of the project shall be tested separately as required in
General Provision for Reclaimed Water Distribution System
Effective December 2015
16IPage

AVVWA C-600, and/or as modified in these specifications, except that any such section
less than 500 feet in length may be tested with the adjacent section, if both sections of
line have the same pipe class rating. No section greater than 1/2 mile in total pipe
length shall be tested without special written permission of the Public Utilities Director.
Testing Allowance/Makeup Water: Makeup water volume shall be determined after
the pressure test has been satisfactorily completed and all backfilling and compaction
has been completed to top of trench. Testing allowance shall be defined as the
maximum quantity of makeup water necessary to be supplied into the pipe line section
under test to restore the ending test pressure to the beginning test pressure, after the
pipe line has been filled with water and all air expelled. The Contractor shall furnish the
necessary apparatus and assistance to conduct the test.
The duration of each makeup water test shall be at least 2 hours. To pass the allowance
testing, the quantity of makeup water from the pipe line shall not exceed the makeup
water quantity allowed by the following formula, from AVVWA C-600:
M = SD \IP
148,000
M = testing Allowance (makeup water), in gallons per hour.
S = length of pipe tested, in feet
D = nominal diameter of pipe, in inches.
P = test pressure of the pipe being tested
Should the test on any section of the pipe line require more makeup water than allowed
by the above formula, the Contractor shall locate and repair the defective pipe, fittings,
or joint until the makeup water volume is within the specified allowance. All repairs and
retests, if required, shall be made at the Contractor's expense. Connections to the
existing pipelines or existing valves shall not be made until after that section of new
construction has satisfactorily passed the hydrostatic tests.
Ductile iron pipe used in conjunction with ACP will be tested to the ACP standards,
unless otherwise directed by the Engineer.
High pressure systems of all ductile iron pipe will be tested in accordance with AVVWA
C-600, Section 4.1. Pressure tests will not be considered acceptable and will not be
approved without a representative of the Town of Pittsboro present. 48-hour notice shall
be given to the Town prior to pressure testing.
The Contractor shall pre-test all water mains before requesting pressure test
observation from the Town of Pittsboro. No pressure tests will be observed without the
Contractor's first pre-testing the water mains.
General Provision for Reclaimed Water Distribution System
Effective December 2015
17IPage

Excessive site visits will not be tolerated. In the event that more than two site visits are
required for a segment of water main to pass pressure testing, the Town of Pittsboro
shall bill the Owner for the additional visits at a rate of $105 per hour.
Disinfecting Reclaimed Water Mains and Other Appurtenances
Disinfection of new potable water supply system components shall be in accordance
with the North Carolina Department of Environment Quality, Rules Governing Public
Water Systems, NCAC Title 15A, Subchapter 18C Section .1003 and the requirements
of AWWA C651. Preventing Reverse Flow: Valves shall be manipulated so that the
strong chlorine solution in the line being treated will not flow back into the line supplying
the water. Check valves may be used to accomplish this but not required at this time.
Reclaimed Water mains shall not be placed in service until all final submittals are
provided and the Town of Pittsboro has approved the project for service. It is the
responsibility of the Owner/Contractor to coordinate reclaim water main disinfection with
the submittal of close-out materials.
All water mains shall be thoroughly flushed prior to disinfecting. The Town of Pittsboro
reserves the right to have contractor employee a "pig" after three (3) failed
bacteriological samples.
Disinfection shall be performed by pumping a solution of HTH and water (potable water
obtained from the metered connection) into the new reclaimed water mains (and
services) so that a chlorine residual concentration of at least 50 milligrams per liter (50
ppm) remains in the lines. The preferred point of application of the chlorinating agent is
at the beginning of the pipe line extension or any valve section of it and through a
corporation stop inserted in the top of the newly laid pipe. The water injector for
delivering the chlorine-bearing water into the pipe should be supplied from a tap on the
pressure side of the gate valve controlling the flow into the pipe line extension. The
chlorine solution shall be pumped in at a constant rate so that a uniform distribution is
produced in the lines. Valves and hydrants shall be adequately exercised to aid in
uniformly distributing the chlorine solution. The Owner/Contractor shall demonstrate to
the Town's Inspector, or Utility Operator that 50 ppm is at the beginning and ending line
segments under test at the beginning of the twenty-four (24) hour period. The
Owner/Contractor shall demonstrate to the Town's Inspector, or Utility Operator that 10
ppm is at the beginning and ending line segments under test at the ending of the
twenty-four (24) /forty-eight (48) hour period. The chlorine solution shall remain in the
lines for a minimum of 24 hours and a maximum of 48 hours at which time the residual
concentration shall be no less than 10 ppm. Residual chlorine levels shall be
demonstrated to be at least 10 pm or the Town shall require the lines to be re-
chlorinated before bacteriological testing is conducted.
At the end of the contact period and prior to bacteriological testing, the chlorine solution
shall be thoroughly flushed from the water mains to no more than the normal chlorine
General Provision for Reclaimed Water Distribution System
Effective December 2015
18IPage

residual in the distribution system. Flushing shall occur at hydrants and/or service
connections and discharge shall be to a suitable point that will not result in flooding,
erosion or flow into the sanitary sewer system
Extreme care shall be taken to ensure that high-concentration chlorine solution does not
enter existing water mains. Preventing Reverse Flow: Valves shall be manipulated so
that the strong chlorine solution in the line being treated will not flow back into the line
supplying the water. Check valves may be used to accomplish this but not required at
this time.
Bacteriological Sampling: After Reclaimed water mains have been disinfected and
flushed, the Owner/Contractor shall collect samples for turbidity and bacteriological
analysis for each section of pipe tested. At least one sample shall be collected for every
1000 feet of water main. Sample collection shall be performed under the supervision of
the Town of Pittsboro or a certified laboratory and shall follow proper chain of custody
procedures. Samples shall be collected at locations determined by the Town of
Pittsboro. Samples shall be analyzed by a certified laboratory meeting the certification
requirements of NCDEQ.
CONTRACTOR CERTIFICATION OF INSTALLATION PROCEDURES
When requested in the Special Provisions or by the design engineer prior to installation,
the Contractor shall furnish to the Town of Pittsboro an affidavit (certification) from the
pipe manufacturer (or his designee) stating that the Contractor is familiar with the
manufacturer's suggested installation methods and procedures and the manufacturer's
suggested installation methods and, procedures are consistent with The Town's
requirements.
When required by the Special Provisions, the pipe manufacturer or his designee will
review the Contractor's methods and, procedures for pipe installation in the field. The
Contractor will make any adjustments in the installation as recommended by the
manufacturer or his representative. If necessary, the Contractor may be required to
reinstall or provide corrections to pipe installed prior to the field review at no cost to the
Town. Once the manufacturer, or his representative has reviewed the Contractor's
installation methods and the Contractor has adjusted his installation methods as
recommended by the same, the manufacturer or his representative shall furnish to the
Town of Pittsboro an affidavit (certification) that the Contractor's installation methods
and procedures, at the time of the review, complied with the manufacturer's installation
practices. The affidavit must provide the name of the manufacturer's representative
witnessing the pipe installation
For valve box and manhole adjustment procedures refer to Section 2, Infrastructure and
Utility Construction
General Provision for Reclaimed Water Distribution System
Effective December 2015
19IPage

SECTION 02300 - EARTHWORK
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Provide labor, equipment, and material to perform site preparation and earthwork as
specified herein and indicated on the Drawings. Work shall include, but is not limited
to, the following:
1. Survey staking as required for construction.
2. Topsoil stripping and stockpiling.
3. Dewatering.
4. Protection of existing facilities.
5. Site grading.
6. Excavation, trenching, and backfilling for structures and foundation including
stone base as indicated on the Drawings.
7. Borrow material including, but not limited to, material, excavating, hauling,
placing, and compacting.
8. Maintenance and stability of site.
9. Disposal of waste and surplus material.
10. Soil testing.
11. Tunneling for pipeline installations.
B. Examine the site to determine the extent of excavating, grading, and related items
necessary to complete the work.
1.2 RELATED SECTIONS
A. The following Sections have work that is directly related to this Section. This does
not relieve the Contractor of his responsibility of proper coordination of all the work:
1. Section 02476 Control of Erosion, Siltation, and Pollution
2. Section 02480 Seeding and Mulching
1.3 REFERENCES
A. The latest revision, at the time of bidding, of the publications listed below form a part
of this specification to the extent referenced. The publications are referred to in the
text by basic designation only.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 - 1
01561-0015 NOVEMBER 2021

1. American Society of Testing Materials (ASTM)
a. C33 Concrete Aggregates.
b. D698 Moisture-Density Relations of Soils and Soil-Aggregate Mixtures
Using 5.5-lb (2.49 Kg) Rammer and 12-inch Drop (Standard Proctor).
c. D1556 Density of Soil in Place by the Sand-Cone Method.
d. D1586 Penetration Test and Spilt-Barrel Sampling of Soils.
e. D2167 Density and Unit Weight of Soil in Place by the Rubber Balloon
Method.
f. D2216 Laboratory Determination of Water (Moisture) Content of Soil,
Rock, and Soil-Aggregate Mixtures.
g. D2487 Classification of Soils for Engineering Purposes.
h. D2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods
(Shallow Depth).
1.4 DEFINITIONS
A. Backfill: A specified material used in refilling a cut, trench, or other excavation,
placed at a specified degree of compaction.
B. Capillary Water Barrier: A layer of clean, poorly graded crushed rock, stone, or
natural sand or gravel having a high porosity, which is placed beneath a building
slab with or without a vapor barrier to cut off the capillary flow of water to the area
immediately below the slab.
C. Compaction: Process of mechanically stabilizing a material by increasing its density
at a controlled moisture condition. "Degree of compaction" shall be expressed as a
percentage of the maximum dry density obtained by the test procedure presented in
ASTM D698 (Standard Proctor).
D. Excavation: The removal of soil or rock to obtain a specified depth or elevation.
E. Fill: Specified material placed at a specified degree of compaction to obtain an
indicated grade or elevation.
F. Lift: Layer of soil placed on top of a previously prepared or placed soil.
G. Rock Excavation and Removal
1. Rock shall be defined as solid, homogeneous material which cannot be
removed without the systematic drilling and blasting, hammering, wedging
and/or sledging exceeding 1 cubic yard in volume. Material having a
standard penetration rate less than 1-inch of penetration over 50 blows
across continuous materials is defined as "rock."
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -2
01561-0015 NOVEMBER 2021

2. Rock excavation for trenches and pits includes removal and disposal of
materials and obstructions encountered that cannot be excavated with a
track-mounted power excavator, equivalent to Caterpillar Model No. 215C
LC, and rated at not less than 115 HP flywheel power and 32,000-pound
drawbar pull and equipped with a short stick and a 42-inch wide, short tip
radius rock bucket with rock teeth, rated at 0.81 cubic yard (heaped)
capacity. Trenches in excess of ten (10) feet in width and pits in excess
of thirty (30) feet in either length or width are classified as open
excavation.
3. Rock excavation in open excavations includes removal and disposal of
materials and obstructions encountered that cannot be dislodged and
excavated with modern, track-mounted, heavy-duty excavating equipment
without drilling, blasting, or ripping. Rock excavation equipment is
defined as Caterpillar Model No. 973 or equivalent track-mounted loader,
rated at not less than 210 HP flywheel power and developing minimum of
45,000-pound breakout force (measured in accordance with SEA J732).
a) Typical of materials classified as rock are boulders one-half (%2)
cubic yard or more in volume, solid rock, rock in ledges, and rock-
hard cementitious aggregate deposits.
b) Intermittent drilling, blasting, or ripping performed to increase
production and not necessary to permit excavation of material
encountered will be classified as earth excavation.
c) Do not perform rock excavation work until material to be
excavated has been cross-sectioned and classified by the
Contractor, and such information provided to the Engineer for
approval. Such excavation will be paid on basis of Contract
Conditions relative to changes in work.
d) Rock payment lines are limited to the following:
(1) Two (2) feet outside of concrete work for which forms are
required, except foundations.
(2) One (1) foot outside perimeter of foundations.
(3) In pipe trenches, six (6) inches below invert elevation of
pipe and two (2) feet wider than outside diameter of pipe,
but not less than three (3) feet minimum trench width.
(4) Outside dimensions of concrete work where no forms are
required.
(5) Under slabs on grade, six (6) inches below bottom of
concrete slab.
H. Soil classification shall be in accordance with ASTM D2487.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -3
01561-0015 NOVEMBER 2021

1. Satisfactory materials: Soils classified as GW, GP, GC, GM, SP, SC, SM, SW,
ML, and CL.
2. Unsuitable materials: Soils considered as unsatisfactory shall be materials that
do not comply with the requirements of satisfactory above and include, but shall
not be limited to, the following:
a. Soil containing organic matter, debris, stones larger than 12 inches, or
frozen material. Stones greater than 4 inches will not be permitted in the
top 12 inches.
b. Soils classified as Pt, CH, MH, OH, and OL.
3. Cohesionless: Classified as GW, GP, SW, and SP. Soils classified as GM and
SM shall be classified as cohesionless only when the fines have a plasticity
index of less than 10.
4. Cohesive: Classified as GC, SC, ML, CL, MH, and CH. Soils classified as GM
and SM shall be classified as cohesive only when the fines have a plasticity
index greater than 10.
I. Subgrade: Lowest elevation upon which fill or other work will be placed in the
absence of unsuitable material.
J. Topsoil: Natural, friable soil, representative of productive soils in the vicinity of the
site. Topsoil shall be free from roots, stones larger than 1 inch, objectionable weed
seeds, toxic substances, and materials that hinder grading, planting, and
maintenance operations.
K. Tunnel: Confined excavation below ground generally a horizontal direction for the
installation of a structure or pipeline by means of manual excavation or by specific
equipment designed to penetrate soil or rock and remove material.
PART 2 PRODUCTS
2.1 MATERIAL
A. Capillary water barrier: A clean crushed stone, crushed gravel, or uncrushed gravel
conforming to ASTM C33 coarse aggregate grading size 57, 67, or 78M.
B. Stone Base: A clean crushed stone, crushed gravel, or uncrushed gravel
conforming to ASTM C33 coarse aggregate grading size ABC
C. Structural Fabric: Provide structural fabric specifically designed and manufactured to
stabilize soft soils under an aggregate base for roads and parking areas. Fabric
shall provide a permeable layer, planar flow, and tensile reinforcement for retaining
the soil matrix. Fabric shall be inert to commonly encountered chemicals,
hydrocarbons, resistant to mildew, rot, and ultraviolet light exposure, and meet or
exceed the following test standards:
Test ASTM
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -4
01561-0015 NOVEMBER 2021

1. Fabric weight (oz/sq yd) D-1910 6
2. Grab tensile strength (lbs.) D-1682 200
3. Mullen burst strength (psi) D-3786 320
4. Puncture strength (lbs.) D-751 80
PART 3 EXECUTION
3.1 GENERAL
A. Provide erosion control measures as specified in Section 02476, Control of Erosion,
Siltation, and Pollution, and seeding as specified in Section 02480, Seeding and
Mulching.
B. Protect existing structures and features designated to remain.
C. Dispose of excavated material in such a manner that it will not obstruct the water
flow, endanger existing improvements or Work in progress, impair the use or
appearance of the existing facilities, or be detrimental to the completed Work.
D. Weather Limitations: Proceed with fill and backfill operations based on the following
weather conditions:
1. Temperature must be above freezing.
2. In windy, hot, or arid conditions with a high rate of evaporation add moisture to
the material to maintain the optimum moisture content.
3. Do not proceed in rain or on saturated subgrade.
E. Repair or undercut and backfill soils that become damaged by construction activity
or unsuitable due to being left exposed to the weather at no additional cost.
F. Do not place material on surfaces that are muddy, frozen, or contain frost.
G. Excavation carried below the elevation indicated on the Drawings shall be backfilled
and compacted in accordance with these specifications.
H. Remove and properly dispose of unsatisfactory and excess material from the site.
3.2 CONSTRUCTION STAKING
A. Provide construction staking as indicated in paragraph 4.05 of the General
Conditions. Engineer will only provide electronic design files for Contractor's
surveyor and key reference points and benchmarks as shown on the Drawings.
B. Contractor shall report to Engineer whenever a reference point or property
monument is lost or destroyed or requires relocation because of necessary changes
in grades or locations. Contractor shall be responsible for the accurate replacement
or relocation of such reference points or property monuments by a registered
professional surveyor in the State of North Carolina.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -5
01561-0015 NOVEMBER 2021

3.3 PROTECTION OF UNDERGROUND FACILITIES
A. Approximate locations of existing underground facilities at the site are indicated on
the Drawings based on information available to the Engineer. Engineer and Owner
do not take responsibility for the accuracy of the information.
B. Prior to beginning any excavation work or boring, the Contractor shall, through field
investigations, determine any conflicts or interferences between existing utilities and
new utilities to be constructed under this project. This determination shall be based
on the actual locations, elevations, slopes, etc., of existing utilities as determined in
the field investigations, and locations, elevation, slope, etc. of new utilities as shown
on the Drawings. If an interference exists, the Contractor shall bring it to the
attention of the Engineer as soon as possible. If the Engineer agrees that an
interference exists that was not apparent from the Contract Documents, or could not
have been identified during a site visit during bidding, he shall modify the design as
required. Additional costs to the Contractor for this change shall be processed
through a Change Order as detailed elsewhere in these Contract Documents. An
interference shall be defined for these purposes as a conflict with an existing utility
or structure that prevents the proposed utility from being installed where shown or
specified after existing utilities and structures are adequately supported by the
Contractor. In the event the Contractor fails to complete adequate field evaluations
to identify conflicts, or bring a potential conflict or interference to the attention of the
Engineer prior to beginning excavation work, any actual conflict or interference
which does arise during the Project and could have been avoided with diligent utility
location efforts shall be corrected by the Contractor, as directed by the Engineer, at
no additional expense to the Owner. Repair damage to existing facilities at no
additional cost to the Owner.
C. A change in conditions may be considered due to the location of the existing
facilities as allowed in the General Conditions. This does not include the cost for
repair of damaged facilities not properly located in advance of construction.
3.4 WATER CONTROL
A. Inspect the site prior to mobilizing to determine the appropriate equipment for site
grading and foundation work.
B. Perform work to prevent surface water from accumulating in excavations, tunnels
and unfinished fill areas. Perform grading and excavation so the work area and
affected operations shall be continually and effectively drained.
C. Install a dewatering system prior to excavating beneath the ground water table.
Maintain the water table approximately 2 feet below the bottom of the excavation.
D. Maintain dewatering until backfilling has proceeded above the natural ground water
level and the structural weight is sufficient to prevent "floating" of the structure.
Provide a job superintendent experienced in dewatering work.
E. Water from dewatering operations must be disposed of in accordance with the North
Carolina Sedimentation Pollution Control Act.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -6
01561-0015 NOVEMBER 2021

3.5 USE OF EXPLOSIVES
A. Blasting is allowable for the removal of rock, as defined herein unless specifically
prohibited by the Owner, Engineer or a Utility Owner with an existing utility within the
proximity of the proposed blast site. The contractor shall review the Drawings for
specific areas where blasting is prohibited.
B. Obtain required permits for blasting prior to blasting, 24 hours minimum.
C. Store, handle, and use explosives in accordance with all applicable local, state, and
federal regulations and in accordance with the provisions of the "Manual of Accident
Prevention and Construction" of the Associated General Contractors of America,
Inc. Federal regulations include, but are not limited to, Title 27, Chapter 11, Part
555 of the Code of Federal Regulations (CFR) and OSHA Standards — Part 1926,
Subpart U.
D. Provide seismographic monitoring during progress of blasting operations.
E. Take all necessary precautions to protect life and property, including the use of an
approved blasting mat where there exists the danger of throwing rock or
overburden. Keep the explosive materials that are on the job site in specially
constructed boxes provided with locks. Failure to comply with this specification shall
be grounds for suspension of blasting operations until full compliance is made. No
blasting shall be allowed unless a galvanometer is employed to check cap circuits.
Where blasting takes place within 500 feet of a utility, structure, or property which
could be damaged by vibration, concussion or falling rock, keep a blasting log
containing the following information for each and every shot. This log shall be kept
in an orderly manner and made available to the Engineer and Owner upon request.
1. Date of shot
2. Time of shot
3. Crew supervisor
4. Number and depth of holes
5. Approximate depth of overburden
6. Amount and type of explosive used in each hole
7. Type of caps used (instant or delay)
8. The weather
9. Seismograph instrument and readings
F. Use explosives in such a way to minimize vibration to existing utilities and
structures.
G. Provide only experienced personnel for blasting in accordance with accepted
practices.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -7
01561-0015 NOVEMBER 2021

H. Contractor is responsible for safety of life and damage to property resulting from the
use of explosives. The Owner and Engineer shall be made aware of all blasting
activities at least 24 hours prior to their occurrence.
I. Provide services of a testing firm experienced in monitoring vibrations resulting from
blasting operations as specified in Section 01400, Quality Control.
J. In addition to the above testing/monitoring requirements required, Contractor shall
provide the services of a "third party" geotechnical testing firm experienced in
monitoring vibrations resulting from blasting operation as specified in Section 01400,
Quality Control. The firm selected shall be evaluated by the Engineer and Owner
for approval as the official "third party".
K. Third Party testing/monitoring as related to blasting operations shall include the
following:
1. Pre-Construction Condition Assessment
a. Prior to beginning construction, the third party testing firm shall perform a
pre-construction condition assessment to document the conditions of
buildings and other sensitive structures within 500 feet of the proposed
blasting area. The assessment shall be performed on all adjacent
properties and any other properties as directed by the Engineer or Owner.
The assessment should include video and photographic documentation of
all exteriors including building foundations, and installation of crack
monitors on cracks that might occur or expand due to construction
vibrations. Provide all documentation described above to the Owner and
Engineer prior to construction.
2. Crack Monitoring During Construction:
a. During construction, the third party testing firm shall perform periodic
readings of the crack monitors installed prior to construction. Provide
readings to the Engineer and Owner within 48 hours of taking the reading.
If crack readings monitoring confirm that vibrations are not contributing to
crack width, crack monitors may be read once per week. More frequent
readings may be required by Owner or Engineer if construction activities
could result in greater earthborne vibrations. Testing firm shall notify the
Engineer and Owner immediately if monitoring indicates that construction
operations have contributed to crack widening. The testing firm shall
prepare a detailed plan for repairing the structure and the Contractor shall
repair the structure at no cost to the Owner. Contractor shall submit a plan
for review that proposes alternate construction methods to address the
vibration problems and minimize further damage.
3. Vibration Monitoring During Construction:
a. The third party testing firm shall monitor vibrations at no less than four
locations along the perimeter of the project during all blasting activities.
The locations shall be based on the location of construction activities and
their relative position to offsite structures. Prior to construction, a plan
showing the proposed monitoring locations shall be submitted to the
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -8
01561-0015 NOVEMBER 2021

Engineer and Owner for approval. Adjustments may be made to the
locations upon approval. The sensitivity range of the seismograph shall be
selected such that the recording is initiated below the maximum allowable
particle velocity of 1 in/sec and extends above the highest expected
intensity. Specific activities of the vibration source (i.e., blasting) shall be
indexed in time to allow correlation with the arrivals on the vibration.
b. The maximum allowable particle velocity is 1 in/sec. The contractor shall
notify the Engineer and Owner immediately if monitors indicate that the
vibrations are above the criteria established. Activities causing the
vibrations shall be suspended until a revised construction plan has been
developed by the testing firm to alleviate the problem. The problem shall
be resolved by the Contractor at no additional cost to the Owner.
c. The vibration monitors shall consist of digital seismographs that display the
particle velocities and associated frequencies plotted against the criteria
established for this project. Each seismograph shall contain geophones
with response capability in three mutually perpendicular axes or
components; one vertical and two horizontal (radial and transverse). The
frequency response of the geophones shall be linear from at least 4 Hz to
more than 200 Hz. The sensitivity shall range from less than 0.02 in/sec to
more than 5.0 in/sec. The BlastMate III by Instantel is one type of
seismograph that is suitable for this project.
d. Vibration monitors shall be field calibrated by the testing firm before each
recording period. The transducer shall be positioned with the longitudinal
axis toward the vibration source. Transducers must be adequately coupled
with the ground. Operation and calibration of all equipment shall be per
manufacturer's recommendations. Vibration records shall be collected in
waveform plot or strip chart plot. The peak vector sum of the particle
velocity in longitudinal, transverse, and vertical planes shall be shown
along with the respective dominant or principle frequencies. The highest
recorded particle velocity (i.e., the vector sum of the three orthogonal
directions), when indexed to a particle vibration event, shall be reported as
the peak particle velocity. The recorded peak particle velocity shall be
compared to criteria appropriate for the subject of concern.
e. The Engineer and Owner shall be notified immediately of any complaint
received by the Contractor. The Contractor shall immediately review those
construction activities inducing the vibration and prepare a report
documenting all relevant data such as the time and date of the complaint, a
description of the construction activities, data from the monitoring
instruments for the subject time/date, complaint information (including
photographs, if possible) of the alleged damage. The Contractor shall
submit for review a detailed plan for repair and revised construction plan to
address the vibration problems to minimize further damage and complaints.
The Contractor shall perform necessary repairs at no additional cost to the
Owner.
f. The testing firm shall provide monthly reports containing the results of the
crack monitors and vibration monitors during those activities that generate
earthborne vibrations, including but not limited blasting operations. The
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -9
01561-0015 NOVEMBER 2021

reports shall document that the firm is provided the work described herein.
Reports indicating particle velocities exceeding specification limits shall be
provided to the Engineer and Owner immediately.
L. Submit monitoring reports in accordance with Section 01400, Quality Control.
M. Allowance established in Section 01026, Unit and Lump Sum Prices, shall be
utilized to pay for costs of the third party monitoring.
N. The Owner reserves the right to require the removal of rock by other means if
blasting operations result in possible hazardous conditions.
O. The Contractor shall provide as contingency, on-site, by-pass pumping capability
when blasting within 100 feet of existing sanitary sewer infrastructure.
3.6 TOPSOIL
A. Where indicated on the drawings, strip topsoil from areas to be disturbed to a depth
of 8 inches or greater and stockpile separate from other excavated material. Locate
topsoil so that the material can be used readily for the finished grading. Protect and
maintain topsoil until needed. Place topsoil after completion of work in accordance
with Section 02480, Seeding and Mulching. If topsoil cannot be stockpiled due to
limited construction work area, offsite topsoil may be placed as indicated in the bid.
3.7 SITE GRADING
A. Proofroll exposed soils following topsoil stripping with a partially loaded tandem axle
dump truck to identify unsuitable subgrade areas as determined by the Engineer.
Unsuitable areas will be repaired in place or undercut to firm soils as directed by the
Engineer. Payment for in place repair or undercutting and backfilling of unsuitable
areas shall be as indicated in Section 01026, Unit and Lump Sum Prices.
B. Perform undercutting of unsuitable soils with appropriate equipment defined in soils
report or approved by engineer. Backfill undercut areas immediately.
C. At the direction of the Engineer provide a structural fabric for stabilization of
unsuitable soil areas. Install fabric in accordance with the manufacturer's
recommendation and the following minimum requirements.
1. Provide a fabric overlap of 24 inches.
2. Back dump and spread aggregate over fabric at the aggregate specified
thickness.
3. Compact aggregate with vibratory roller prior to allowing additional construction
traffic.
D. Site grading shall be unclassified except as specifically indicated otherwise. Perform
grading within the limits of the Project. Finished surface shall conform to the grades
and cross sections indicated on the Drawings and be uniformly sloped for a positive
drainage away from structures.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -10
01561-0015 NOVEMBER 2021

E. Excavate rock encountered in cut sections to a depth of 6 inches below finished
subgrade and backfill with satisfactory material.
F. Scarify the existing subgrade surface to a minimum depth of 6 inches and
recompact if subgrade density is less than the degree of compaction for the
proposed fill material. Plow or bench existing ground surfaces steeper than one
vertical to four horizontal in such a manner that the fill material will bond with or be
keyed to the existing surface. Use compaction equipment suitable for the soil being
compacted. Moisten or aerate material as necessary to obtain the optimum moisture
content within plus or minus one percent to obtain specified compaction.
G. Soils used for fill and backfill shall be satisfactory soils classified SP, SM, or SW as
shown in soils report in accordance with ASTM D2487. Dry or wet soil as necessary
to maintain optimum moisture.
H. Place backfill and fill material in accordance with the following:
1. Maximum uniform loose lifts: 8 inches
2. Optimum moisture content: 11 - 14 percent
3. Percent compaction at optimum moisture content:
a. From ex. grade to within one (1) foot of struc. subgrade: 95
b. Final foot to subgrade under floor slabs and pavements: 98
c. Under sidewalks 90
d. Grassy Areas 85
I. Approved compacted subgrade that is disturbed by construction or adverse weather
shall be scarified and re-compacted as specified previously. Re-compaction over
utilities shall be by hand tamping.
3.8 FILL AND BACKFILL
A. Place and compact fill and backfill material adjacent to structures in a manner that
prevents wedging and eccentric loading on or against structures. Do not use
equipment adjacent to structures that may overload structure. Backfill against
structure only after concrete has attained the specified 28-day compressive
strength.
B. Stone Base: Structures shall have a compacted crushed stone subgrade as shown
on the drawings or to a depth of 12 inches.
3.9 EXCAVATION FOR STRUCTURES
A. Provide shoring or side slopes of excavations as necessary to protect workmen, and
existing and new structures. Use, install, and remove shoring in accordance with
State and Federal OSHA regulations.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -11
01561-0015 NOVEMBER 2021

B. Furnish, erect, and maintain required guardrails at exposed boundaries of
excavation.
C. Perform excavation for utilities in accordance with Town of Pittsboro Section 3
Standard Specification, Public Water Distribution Construction. Install utilities to a
minimum distance of five (5) feet beyond the face of the structure.
D. Make excavation to the dimensions and elevations for the structures as indicated on
the Drawings. Extend excavation a sufficient distance from walls and footings to
allow for placing and removal of forms.
E. Remove unsatisfactory material below required grade and replace with select
backfill material as directed by Engineer.
F. Excavation carried below the depths indicated, without specific directions, shall be
backfilled and compacted as specified herein to the proper grade. In excavations for
footings the concrete shall be extended to the bottom of the over excavation. Work
caused by over excavation that has not been approved shall be at the Contractor's
expense.
G. The upper 9-inches of the subgrade after excavating for each structure should be
compacted in place to at least 98% standard Proctor maximum dry density. The
subgrade should be proof-rolled using a vibratory roller weighing a minimum of 10
tons (static load) until settlement from the last four complete passes does not
exceed 1/8 inch. Any soft, unsuitable or unacceptable soils encountered in the
subgrade should be replaced with structural fill placed and compacted to 98% of the
standard Proctor maximum dry density.
3.10 ROCK EXCAVATION
A. Notify Engineer immediately in the event that rock is encountered when the Contract
requires payment by the unit price.
B. Rock shall be initially identified and defined in accordance with the definition of rock
contained herein. Following initial encounter of rock material, the Contractor may
utilize test drilling along the pipeline alignment to further identify the extent and
volume of rock for removal. Payment for rock removal shall be based upon the
conditions set forth in Section 01026, Unit and Lump Sum Prices."
3.11 BORROW MATERIAL
A. Provide borrow material required for fill and backfill to bring the site to the elevations
indicated on the Drawings. Borrow material shall be subject to the approval of the
Engineer. Notify Engineer as to the site selected for inspection and approval prior to
transporting borrow material to the site.
B. Obtain erosion control permit as necessary for borrow pit grading operations.
C. Provide soil analysis for each type of material from proposed borrow pit(s) for
Engineer's approval prior to placing borrow material. Contractor shall do necessary
work to bring the borrow material to within plus or minus 1-1/2 percent of the
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -12
01561-0015 NOVEMBER 2021

optimum moisture content. A minimum of one sample per structure shall be
obtained for analysis.
3.12 MAINTENANCE AND STABILITY
A. Maintain fills and embankments to the grade and cross section indicated on the
Drawings until the final completion and acceptance of the Project. Repair areas that
are damaged.
3.13 DISPOSAL OF SURPLUS MATERIAL
A. Dispose of surplus material not required or unsuitable for filling, backfilling, or
grading in an approved spoil area in accordance with local ordinances.
B. Surplus materials shall be disposed in an Owner-approved facility. The Contractor
may submit an alternate facility for Owner approval, prior to utilization, in
accordance with the Contract Documents
3.14 SOIL TESTING
A. Provide the services of a soil-testing firm as specified in Section 01400, Quality
Control.
B. The testing laboratory soil specialist, as a minimum, shall be at the project site, upon
request of the Owner, to perform the following:
1. Monitor proofrolling of existing soils to determine requirements for undercutting
unsuitable soils
2. Monitor grading for the separation and wasting of unacceptable soils.
3. Providing tests in accordance with the following schedule:
a. Optimum moisture and laboratory maximum density: Provide one (1) test
per type of material to determine optimum moisture and maximum density
values in accordance with ASTM D698.
b. Moisture content: Provide two (2) tests per day per type of material in
accordance with ASTM D2216.
4. Provide in-place field density in accordance with ASTM D1556 or other
approved test and the following schedule:
a. Provide a minimum of one (1) in-place bearing capacity test for every 1,200
sq ft of subgrade area under structures prior to the start of foundation work.
b. While filling activities are in progress for structures and paved areas.
Provide a minimum of one (1) in-place density test for every 1,200 sq ft of
lift with a minimum of one (1) test for every lift.
c. Provide a minimum of one (1) in-place bearing capacity test for every 100
feet of foundation trench.
END OF SECTION
VILLAGE SOUTH PUMP STATION AND UTILITIES 02300 -13
01561-0015 NOVEMBER 2021

SECTION 02310 - BORING AND JACKING
PART 1 - GENERAL
1.1 DESCRIPTION OF WORK
A. The extent of pipe boring and jacking is shown on the Drawings and specified
herein.
B. All bores shall be guaranteed and bores crossing US 64 shall be guaranteed
and guided bores, due to their length, close proximity to each casing, boring
down-hill, critical nature of the roadway above, and likelihood of encountering
mixed face material.
C. No separate payment will be made regardless of material encountered during
boring (rock or otherwise).
1.2 MATERIAL CERTIFICATION AND SHOP DRAWINGS
A. Submit the following in accordance with Specification Section 01300 -
Submittals.
B. Material Certification stating that the casing materials furnished under this
Section conform to all applicable provisions of the corresponding Specifications.
C. The Certification shall state compliance with the applicable standards (ASTM,
AVWVA, etc.) for fabrication and testing.
1.3 QUALITY ASSURANCE
A. Codes and regulations
1. Comply with all Federal, State, and local laws, ordinances, rules,
and regulations affecting the work under this section.
2. All work in this section will conform to the NCDOT "Policies and
Procedures for Accommodating Utilities on Highway Rights of Way".
Specific attention is directed to those rules and regulations promulgated
by the Department of Labor, Occupational Safety and Health
Administration, "Safety and Health Regulations for Construction".
B. Use of right-of-way
1. All working operations of the CONTRACTOR, Subcontractors and/or their
agents or employees must be subordinate to the free and unobstructed
use of the right-of-way for the passage of traffic without delay or danger to
life, equipment, or property.
2. Conduct all operations in such a manner that all work will be performed
below road level and without obstruction of the roadbed.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02310 -1
01561-0015 NOVEMBER 2021

PART 2 - PRODUCTS
2.1 CASING PIPE
A. Casing Pipe shall be spiral welded steel pipe meeting ASTM Specification A139,
Grade B, having a minimum yield strength of 35,000 psi.
B. The minimum size casing and wall thickness required is as follows:
Carrier Pipe & Casing Size
Carrier Pipe Railroad Casing Road Casing
Nominal Size O.D. O.D. Thickness O.D. Thickness
4 4.80 12.75 0.250 12.75 0.188
6 6.90 12.75 0.250 12.75 0.188
8 9.05 16.00 0.281 16.00 0.250
10 11.10 18.00 0.312 18.00 0.250
12 13.20 20.00 0.344 20.00 0.250
14 15.30 24.00 0.375 24.00 0.250
16 17.40 30.00 0.469 30.00 0.312
18 19.50 30.00 0.469 30.00 0.312
20 21.60 30.00 0.469 30.00 0.312
24 25.80 36.00 0.532 36.00 0.375
30 32.00 42.00 0.625 42.00 0.500
36 38.30 48.00 0.688 48.00 0.500
42 44.50 54.00 0.781 54.00 0.500
C. Upsize of casing at the CONTRACTOR's request, will be considered but at as a
no-cost change to the OWNER.
2.2 CARRIER PIPE
A. The carrier pipe shall be as shown on the plans and specified in appropriate
sections of these specifications.
2.3 STEEL PIPE COATINGS
A. Exterior and interior surfaces of steel pipe shall be coated in accordance with
AVWVA C203.
B. Additional coating requirements, if any, may be included in the encroachment
agreement between the OWNER and the North Carolina Department of
Transportation or Railroad owner. The encroachment agreement is included
and made a part of the Contract Documents.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02310 -2
01561-0015 NOVEMBER 2021

2.4 CARRIER PIPE SPACERS
A. Upon completion of the installation of the steel pipe encasement, the
contractor shall furnish and install casing spacers on the carrier pipe.
B. Wood skids are not an acceptable method of supporting the carrier pipe.
C. For Carrier Pipes up to 36 Inches in Diameter Conveying Water or Wastewater
1. Casing spacers shall be spaced a maximum of eight (8) feet apart along
the length of the carrier pipe with one casing spacer within two (2) feet of
each side of a pipe joint and the rest evenly spaced.
2. Casing spacers shall be all non-metallic (polypropylene), molded in
segments for field assembly without any special tools. Spacer segments
shall be secured around carrier pipe by insertion of a Slide-Lock. The
casing spacer polymer shall contain ultraviolet inhibitors and shall
have a minimum compressive strength of 3,000 psi, an 800
Volts/mil dielectric strength and impact strength of 1.5 ft-lbs/inch.
Each casing spacer shall have full length, integrally molded skids
extending beyond the bell or mechanical joint of the carrier pipe.
2.5 CASING END SEALS
A. Casing end seals shall be used to completely close both openings on either
side of the casing. These end seals shall be pull on (seamless) or wrap
around with stainless steel straps for securing to the carrier pipe and the
casing. End seals shall be constructed of specially compounded synthetic
rubber a minimum thickness of 1/8-inch.
PART 3 - EXECUTION
3.1 PRECAUTIONS AND SAFETY
A. Inspection
1. Examine the areas and conditions under which the boring is to be
installed and become familiar with the conditions under which the work
will be performed and with all necessary details as to the orderly
prosecution of the work.
2. Notify the ENGINEER in writing of conditions detrimental to the proper
and timely completion of the work.
3. Do not proceed with the work until unsatisfactory conditions have been
corrected in an acceptable manner.
B. CONTRACTOR shall have all utilities located by NO-CUTS/ULOCO/811 prior to
the start of any construction.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02310 -3
01561-0015 NOVEMBER 2021

C. Responsibility
1. The omission from the Drawings and Specifications of any details
required for the satisfactory installation of the work in its entirety shall not
relieve the CONTRACTOR of full responsibility for providing such
necessary items.
D. Safety
1. Provide all necessary bracing, bulkheads, and/or shields to ensure
complete safety to all traffic at all times during the progress of the work
and perform the work in such a manner as to not interfere with normal
traffic over the work.
3.2 INSTALLATION
A. Casing Pipe
1. Installation of casing pipe, where indicated on the plans, shall be by
boring and jacking as specified herein.
2. Suitable pits or trenches shall be excavated for the operation and for
placing the end joints of pipe.
3. Where necessary, they shall be securely sheeted and braced to prevent
caving. In groundwater, they shall be properly dewatered to provide dry
working conditions.
4. Construction shall be done in a manner that will not interfere with the
operation of the facility and shall not weaken the roadbed or structure.
5. Jacks for forcing the pipe thru the soil shall have a jacking head
constructed in such a manner as to apply uniform pressure around the
ring of the pipe.
6. The pipe to be jacked shall be set on guides, braced together, to properly
support the section of the pipe and direct it to the proper line and grade.
7. In general, soil material shall be excavated just ahead of the pipe, using
the boring auger, the excavated material removed thru the pipe, and the
pipe forced thru the soil into the excavated space.
8. The diameter of the excavation shall conform to the outside diameter
and circumference of the pipe as closely as practicable.
9. When boring and jacking of pipe is once begun the operation shall
be carried on without interruption, insofar as practicable, to prevent the
pipe from becoming firmly set in the embankment.
10. In the event that an obstruction is encountered during the dry boring
operation, the casing shall be inspected by the Engineer and determined
VILLAGE SOUTH PUMP STATION AND UTILITIES 02310 -4
01561-0015 NOVEMBER 2021

if it may be removed or left in place. In both cases, the void shall be
completely filled with 25-PSI grout before moving to another boring site.
11. Any pipe damaged in boring and jacking operations shall be removed and
replaced by the CONTRACTOR at his expense.
12. The pits or trenches excavated to facilitate boring and jacking
operations shall be backfilled immediately after the operation has been
completed.
B. Carrier pipe
1. The carrier pipe shall be placed within the casing to the line and grade
shown on the Drawings using skids or rollers to prevent damage to the
bells.
2. The pipe shall be thick enough to allow for clearance between bells
and casing bottom.
3. The carrier pipe shall extend a minimum of 2 feet past casing pipe on
each end.
4. The CONTRACTOR shall install an end seal on each end of the casing
pipe so that annular space between the casing and carrier pipe is
sealed.
5. No blocks or spacers shall be wedged between the pipe and the top of
the casing.
C. Variation of Alignment
1. Lateral Alignment
a. Variation in the final position of the pipe from the line and grade
established by the ENGINEER will be permitted only to the extent
of 1% in lateral alignment.
2. Vertical Alignment
a. Where the carrier pipe is to be laid on a uniform grade (i.e. gravity
sewer line or gravity storm drain) the variation in vertical
alignment will be as follows:
VILLAGE SOUTH PUMP STATION AND UTILITIES 02310 -5
01561-0015 NOVEMBER 2021

Carrier Pipe Size, % Grade Carrier Pipe Size, % Grade
Inches8 Tolerance Inches Tolerance
8 ±0.04 20 ±0.01
10 ±0.028 21 ±0.01
12 ±0.022 24 ±0.008
14 ±0.017 27 ±0.0067
15 ±0.015 30 ±0.0058
16 ±0.014 33 ±0.0052
18 ±0.012 36 ±0.0046
b. In no instance shall the grade of the carrier pipe be less than the
minimum grade required by Owner or State Regulations
3.3 GROUT
A. Upon completion of each crossing, the annular space between the casing and
the carrier be grout filled per NCDOT standard specs, section 1540.
B. Boring and jacking operations shall be done as rapidly as possible and
simultaneously so as to prohibit voids, cave-ins, or settlement and minimize
interference with the traffic in the vicinity of the operation.
1. Should the CONTRACTOR encounter voids in excess of 3-inch, he shall
install grout holes of a size suitable for injecting grout.
2. Grout holes shall be installed at intervals not exceeding 10 feet.
3. Grout, consisting of a mixture of 1:2 Portland cement and sufficient water
to produce a flowable mixture, shall be injected into the void under
sufficient pressure to prevent settlement.
4. No additional compensation will be paid for grouting.
3.4 END SEALS
A. The ends of the casing shall be closed.
B. End seal shall consist of flexible rubber seal with stainless steel clamps.
3.5 ABANDONMENT OF BORE
A. Should the CONTRACTOR encounter an obstruction during the dry bore
operation which prohibits further extending of the bore, the CONTRACTOR
shall terminate the bore if approved by ENGINEER.
1. The CONTRACTOR shall remove the boring auger and the casing pipe.
2. The void created by the removal of the pipe shall be filled with grout as
specified heretofore at a minimum pressure of 25 pounds per square
VILLAGE SOUTH PUMP STATION AND UTILITIES 02310 -6
01561-0015 NOVEMBER 2021

inch.
3. CONTRACTOR shall provide suitable temporary forms to retain the grout
within the limits of the former casing pipe.
a. Form shall be removed after the grout has set.
4. The CONTRACTOR shall move to another bore site as directed by the
ENGINEER.
3.6 RESTORATION
A. Repair all damage and restore the property to its original condition at no
additional cost to the OWNER.
END OF SECTION
VILLAGE SOUTH PUMP STATION AND UTILITIES 02310 -7
01561-0015 NOVEMBER 2021

SECTION 02444 - CHAIN LINK FENCE
PART 1 - GENERAL
1.1 DESCRIPTION OF WORK
A. Work under this section consists of furnishing all plant, labor, materials, and
equipment for installation and erection of chain link fence with associated gates
and connections to existing fencing. Fencing shall be 10'.
B. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division I Specification Sections, apply to this
Section.
1.2 RELATED WORK IN OTHER SECTIONS
A. Cast-In-Place Concrete: Section 03300
1.3 QUALITY ASSURANCE
A. Shop drawings and descriptive data of all fence materials shall be submitted to
the Engineer for approval. Six (6) copies are required.
PART 2 - PRODUCTS
2.1 GENERAL
A. All weights and dimensions are nominal and are taken from standard weight
schedules adopted by manufacturers. All pipe post, pipe sections, and
appurtenance shall meet ANSI standards for Schedule 40 pipe.
2.2 COATING
A. The steel wire, steel posts, and appurtenances shall black vinyl coated.
B. Fabric shall be chain link copper-bearing (minimum .20-.30% copper) basic open
hearth steel wire, hot-dip galvanized after weaving, number 9 gauge wire woven
in 2" mesh, both selvages twisted and barbed. Fabric shall be full height of the
fence. Dress barbed selvage at the top of fence just above top rail. Minimum
tensile strength after galvanizing shall be 95,000 pounds per square inch for
number 9 gauge wire.
C. Line posts shall be minimum 2-1/2" O.D. posts weighing 3.65 pounds per foot of
posts, furnished for setting 36" deep in concrete complete with all necessary
fittings.
D. Top rail shall be 1-5/8" O.D. steel pipe weighing 2.27 pounds per foot of fence,
copper bearing and hot dip galvanized; furnished with self centering sleeves
VILLAGE SOUTH PUMP STATION AND UTILITIES 02444- 1
01561-0015 NOVEMBER2021

designed to permit expansion at joints. Top rail to be securely fastened to terminal
posts by pressed steel connections.
E. Terminal Posts: End, corner, and pedestrian gate posts shall be minimum 3" O.D.
steel pipe weighing 5.79 pounds per foot, copper bearing and hot dip galvanized;
furnished for setting 36" deep in concrete complete with all necessary fittings.
Posts for double hung gates shall be minimum 4" O.D. steel.
F. Post tops shall be heavy malleable iron, fitting over top and outside of posts, and
provided with means of passing top rail in the case of line posts.
G. Bracing: End, corner, and gate posts shall be furnished with 1 5/8" O.D. horizontal
braces, complete with adjustable rods for all fencing.
H. Malleable Fittings: All cast fittings shall be first grade malleable iron heavily hot
dip galvanized. Post tops and rail-and-brace end connections shall be socket type,
designed to exclude moisture from the inside of posts and rails.
Terminal Post Bands: Tension bands and brace bands shall be made from
beveled edge copper bearing steel, heavily hot dip galvanized.
J. Fabric Ties: Preformed tie wires for attaching fabric to line posts shall be made
from high tensile strength aluminum wire designed for self-tying. Ties shall be
spaced approximately 24" apart on top rail and 14" on line posts.
K. Stretcher bars for attaching fabric to terminal posts shall be 3 " high carbon steel
attached to post by means of beveled edge bands.
L. Gate frames shall be minimum 2" O.D. hot dipped galvanized pipe weighing 2.72
pounds per foot. Fabric shall be same as in fence and shall be securely attached
to the frame and adequately cross-braced. Gates shall be furnished with malleable
iron ball and socket hinges, stops, and locking devices.
M. Tension wire to be 9 gauge galvanized or aluminum coated coiled spring wire for
bottom of fence.
N. Truss rod shall be 3/8" diameter galvanized steel rod complete with galvanized
truss tightener and all accessories for connection.
PART 3 - EXECUTION
3.1 The Contractor shall erect the fence in such a manner so as to have the bottom tension
wire of the fence fabric 1" above finished grade.
3.2 Line post shall be spaced in the line of the fence, not to exceed 10' center to center.
3.3 All concrete footings shall be "crowned"to shed water and protect post at the ground line.
Diameters of footing shall be as shown on the detail drawing.
3.4 Work shall be done in a neat, substantial, craftsman like manner with each plane of fencing
straight and plumb.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02444-2
01561-0015 AUGUST 2021

3.5 Upon completion of fence installation, all material and debris shall be removed from the
job site and the fence fabric shall be adjusted as required by the Engineer or Owner for a
first class installation.
END OF SECTION
VILLAGE SOUTH PUMP STATION AND UTILITIES 02444-3
01561-0015 AUGUST 2021

SECTION 02476 - CONTROL OF EROSION, SILTATION, AND POLLUTION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplemental Conditions and Special Project Sections, apply to this Section.
1.2 SUMMARY
A. This section covers the furnishing of materials, labor, and equipment necessary
to minimize erosion, siltation, and pollution on the project or projects covered by
these specifications.
B. The Contractor shall take whatever measures are necessary to minimize soil
erosion and siltation, water pollution, and air pollution. The Contractor shall also
comply with the applicable regulations of all legally constituted authorities relating
to pollution prevention and control. The Contractor shall keep himself fully
informed of all such regulations which in any way affect the conduct of the work.
In the event of conflict between such regulations and the requirements of these
specifications, the more restrictive requirements shall apply.
C. Failure on the part of the Contractor to perform the necessary measures to
control erosion, siltation, and pollution will result in the Engineer notifying the
Contractor to take such measures. In the event that the Contractor fails to
perform such measures within 24 hours after receipt of such notice, the Engineer
may suspend the work with no extension of contract time, or may proceed to
have such measures performed by others at the Contractor's expense, or both.
D. It is the Contractor's responsibility to comply with erosion and sediment control
permits and regulations. The Contractor is responsible for coordinating with the
Chatham County Watershed Protection Department and must be present during
inspections. The contractor must notifiy the owner immediately of potential fines,
violations or other non-compliance. The Contractor is financially responsible for
fines and penalties imposed due to non-compliance with permits and regulations.
E. Related Work in Other Sections:
Earthwork: Section 02300
Seeding and Mulching Section 02480
1.3 QUALITY ASSURANCE
A. Quality Assurance: Erosion and sedimentation control shall conform to the
requirements of the North Carolina Sedimentation Pollution Control Act of 1973.
PART 2 - PRODUCTS
2.1 Seeding and seeding materials shall conform to the requirements of Section 02480.
2.2 Silt fences shall conform to the details shown on plans.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02476 -1
01561-0015 NOVEMBER 2021

2.3 Check dams and jute mat shall conform to the details shown on the plans.
PART 3 - EXECUTION
3.1 The Contractor shall exercise every reasonable precaution throughout the life of the
project to prevent the eroding of soil and the siltation of rivers, streams, lakes, reservoirs,
ditches, ground surfaces, or other property. Should any erosion or siltation occur, the
Contractor shall take immediate action to correct the situation. The Contractor shall
remove and properly dispose of any material washed into rivers, streams, lakes,
reservoirs, ditches, storm sewers, or other property. The Contractor shall be liable for
any damage to private or public property resulting from insufficient erosion and siltation
control measures.
3.2 Construction operations in rivers, streams, ditches, and water impoundments shall be
restricted to those areas which must be entered for the performance of work shown on
the plans. Excavated materials shall not be deposited in rivers, streams, ditches, or
impoundments except that temporary earth dikes may be used when approved by the
Engineer, but such dikes shall be completely removed in such manner as to prevent
siltation. Frequent fording of flowing streams with equipment will not be permitted.
Temporary bridges or other structures shall be used wherever frequent stream crossings
are necessary.
3.3 Temporary and permanent erosion control measures shall be provided as shown on the
plans or as directed by the Engineer. Temporary sediment control devices must be
installed to the extent possible prior to initiation of grading and excavation. The devices
must be maintained at a minimum of 50% of the original sediment storage capacity and
may not be removed until the areas they serve have been stabilized. Temporary erosion
control measures shall include, but not be limited to, the use of temporary berms, dikes,
drainage ditches, silt basins, silt ditches, slope drains, structures, stone check dams,
vegetation, mulches, mats, netting, gravel, or other necessary methods. Temporary
erosion control may include work outside the construction limits.
3.4 The Engineer may limit the area over which excavation, embankment, and grading
operations are performed whenever the Contractor's operations are not effectively
minimizing erosion and/or siltation.
3.5 All disturbed, non-paved areas shall be seeded and fertilized, mulched, and tacked as
soon as practical after cleanup in accordance with the detailed technical specifications
therefore. In no case shall a total area of one acre or more be left ungrassed for a
period of thirty (30) days when construction has been completed in the area.
3.6 The Contractor shall take every precaution throughout the life of the project to prevent
the pollution of rivers, streams, and water impoundments. Pollutants such as chemicals,
fuels, lubricants, bitumens, sewage, and other harmful waste shall not be discharged
into or alongside rivers, streams, or impoundments, or into natural or manmade
channels leading thereto. The Contractor shall also comply with all Federal, State, and
local water and air pollution laws.
3.7 Contractor shall maintain all erosion control measures until such time as the appropriate
State and/or Local authority approves and releases the site at which time the Contractor
shall remove all erosion control measures as directed by the Engineer.
END OF SECTION
VILLAGE SOUTH PUMP STATION AND UTILITIES 02476 -2
01561-0015 NOVEMBER 2021

SECTION 02480- SEEDING AND MULCHING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Special Project Sections, apply to this Section.
1.2 SUMMARY
A. The work of seeding and mulching shall be performed immediately upon
completion of grading. The Contractor shall adapt his operations to variations in
weather or soil conditions as necessary for the establishment and growth of the
grasses or legumes. In all operations, care shall be taken to preserve the
required line, grade, and cross-section of the area.
B. Related Work in Other Sections:
1. Control of Erosion, Siltation, and Pollution Section 02476
PART 2 - PRODUCTS
2.1 SEED
A. Seed shall be certified by and comply with the rules and regulations of the NC
Department of Agriculture. Only high quality seed shall be used. Wet, moldy, or
otherwise damaged seed or seed containing an excess of noxious weeds will not
be acceptable. Each variety of seed shall be furnished and delivered in separate
bags. If seed is to be mixed before sowing, it shall be mixed by methods which
will mix the seed thoroughly and uniformly without causing damage to the seed.
During handling and storage, seed shall be protected from damage from any
cause.
2.2 FERTILIZER
A. Fertilizer shall comply with the rules and regulations of the NC Department of
Agriculture. It shall be manufactured from cured stock and have an analysis of 5-
10-10. During handling and storage, the fertilizer shall be protected against
hardening, caking, or loss of plant food values. Any hardened or caked fertilizer
shall be pulverized to its original condition before being used.
2.3 LIME
A. Lime shall comply with the rules and regulations of the NC Department of
Agriculture. It shall be agricultural grade ground dolomitic limestone containing
not less than 85% of combined calcium and magnesium carbonates. It shall be
so graded that 100% will pass a No. 10 sieve and 40% will pass a No. 100 sieve.
During handling and storage, lime shall be protected against hardening and
VILLAGE SOUTH PUMP STATION AND UTILITIES 02480 -1
01561-0015 NOVEMBER 2021

caking. Any hardened or caked lime shall be pulverized to its original condition
before being used.
2.4 MULCH
A. Mulch shall consist of clean grain straw reasonably free from mature seedbearing
stalks, roots, or bulblets of Johnson Grass, Nutgrass, Sanbur, Wild Garlic, Wild
Onion, Bermuda Grass, Crotalaria, Witchweed, and restricted noxious weeds as
defined by the NC Department of Agriculture at the time of use. Mulch that is
matted or lumpy shall be loosened and separated before being used.
PART 3- EXECUTION
3.1 The Seed bed shall be properly prepared and true to line and grade with lime and
fertilizer worked into the soil 4" to 6" deep. All weeds and other unacceptable growth
shall be cut and disposed of properly. Uneven and rough areas shall be smoothed to
provide a uniform surface. The soil shall be loosened to a minimum depth of 5" and all
clods shall be broken up. The top 2" or 3" of soil shall be worked into an acceptable
seedbed by the use of approved methods. On cut slopes greater than 2:1, the Engineer
may permit the depth of preparation to be reduced, but in all cases the slope surface
shall be scarified, grooved, trenched, or punctured so as to provide places in which the
seeding materials can lodge.
3.2 Lime and fertilizer shall be distributed uniformly over the prepared seedbed at the
specified rates and then harrowed, raked, or otherwise thoroughly worked or mixed into
seedbed. Seed shall be distributed uniformly over the prepared seedbed at the specified
rate and immediately harrowed, dragged, raked, or otherwise worked so as to cover the
seed with a layer of soil. Immediately after seed has been properly covered, the
seedbed shall be compacted by means approved by the Engineer.
3.3 Within 24 hours after the completion of seeding, all areas shall be mulched. Mulch shall
be spread uniformly by hand or by approved mechanical spreaders which will provide an
acceptable application. An acceptable application will be that which will allow some
sunlight to penetrate and air to circulate but also partially shade the ground, reduce
erosion, and conserve soil moisture.
3.4 Mulch shall be held in place by applying a sufficient amount of asphalt emulsion or other
approved binding material. The rate and method of application shall meet the approval
of the Engineer. When the binding material is not applied directly with the mulch, it shall
be applied immediately following the mulch application. During the application of the
binding material, adequate precautions shall be taken to prevent damage to traffic,
structures, traffic control devices, and other appurtenances. When any damage does
occur, the Contractor shall repair it, including any necessary cleaning. The Contractor
shall take precautions to prevent mulch from entering drainage structures and shall
promptly remove any blockages which may occur.
VILLAGE SOUTH PUMP STATION AND UTILITIES 02480 -2
01561-0015 NOVEMBER 2021

3.5 Unless specified otherwise, the type of seed and the rates for seed, fertilizer, lime and
mulch shall be as listed below:
Shoulders, Side Ditches, Slopes (Max. 3:1)
DATE: TYPE: PLANTING RATES:
Aug 15 - Nov 1 Tall Fescue 300 lbs./acre
Nov 1 - Mar 1 Tall Fescue and 300 lbs./acre
Abruzzi Rye 25 lbs./acre
Mar 1 - Apr 15 Tall Fescue 300 lbs./acre
Apr 15 - Jun 30 Hulled Common Bermudagrass 25 lbs./acre
Jul 1 - Aug 15 Tall Fescue and 120 lbs./acre
***Browntop Millet 35 lbs./acre
***or Sorghum - Sudan Hybrids 30 lbs./acre
Slopes (3:1 to 2:1)
Mar 1 - Jun 1 Sericea Lespedeza (scarified) and 50 lbs./acre
(Mar 1 - Apr 15) Add Tall Fescue 120 lbs./acre
(Mar 1 - Jun 30) Or Add Weeping Lovegrass 10 lbs./acre
(Mar 1 - Jun 30) Or Add Hulled Common Bermudagrass 25 lbs./acre
Jun 1 - Sep 1 ***Tall Fescue and 120 lbs./acre
***Browntop Millet 35 lbs./acre
*** or Sorghum - Sudan Hybrids 30 lbs./acre
Sep 1 - Mar 1 Sericea Lespedza (unhulled - unscarified) 70 lbs./acre
and Tall Fescue 120 lbs./acre
(Nov 1 - Mar 1) Add Abruzzi Rye 25 lbs./acre
OR
NCDOT
Sept. 1 - April 1 April 1 - Sept. 1
75# Ky 31 Fescue 75# Pensacola Bahiagrass
50# Pensacola Bahiagrass 50# Ky 31 Fescue
500# 10-20-20 Fertilizer 500# 10-20-20 Fertilizer
4000# Limestone 4000# Limestone
VILLAGE SOUTH PUMP STATION AND UTILITIES 02480 -3
01561-0015 NOVEMBER 2021

OR
U.S. ARMY CORPS OF ENGINEERS
The Contractor shall provide seeding and follow fertilizing methods as required by
the U.S. Army Corps of Engineers to reestablish disturbed areas in designated
wetlands.
3.6 As directed by the Engineer, the Contractor shall reseed with like grasses on adjacent
property along the pipe line route.
3.7 In delineated wetland areas, the denuded areas shall be reestablished with grass types
in accordance with the conditions of the wetland permit.
3.8 SEEDBED PREPARATION
A. Chisel compacted areas and spread topsoil 3" deep over adverse soil conditions,
if available.
B. Rip the entire area to 6" depth.
C. Remove all loose rock, roots, and other obstructions leaving surface reasonably
smooth and uniform.
D. Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil
(see below*).
E. Continue tillage unit a well-pulverized, firm, reasonably uniform seedbed is
prepared 4" to 6" deep.
F. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
G. Mulch immediately after seeding and anchor mulch.
H. Inspect all seeded areas and make necessary repairs or reseeding within the
planting season, if possible. If stand should be over 60% damaged reestablish
following original lime, fertilizer and seeding rates.
I. Consult the Conservation Inspector on maintenance treatment and fertilization
after permanent cover is established.
J. Apply: Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils.
K. Fertilizer- 1000 lbs/acre (10-10-10)
L. Superphosphate - 500 lbs/acre (20%)
M. Mulch - 2 tons/acre (small grain straw)
N. Anchor- asphalt emulsion at 450 gal./acre
VILLAGE SOUTH PUMP STATION AND UTILITIES 02480 -4
01561-0015 NOVEMBER 2021

O. Consult the Conservation Engineer or the Soil Conservation Service for
additional information concerning other alternative for vegetation of denuded
areas. The above vegetation rates are those which do well under local
conditions, other seeding rate combinations are possible.
P. ***Temporary - Reseed according to optimum season for desired permanent
vegetation, Do not allow temporary cover to grow over 12" in height before
mowing, otherwise fescue may be shaded out.
Q. The Contractor shall maintain seeded areas in a satisfactory condition until final
acceptance of the project. Areas of damage or failure due to any cause shall be
corrected by being repaired or by being completely redone as may be directed by
the Engineer. Damage or failure resulting from poor seed, the Contractor's
operation, or his failure to provide erosion control shall be repaired or replaced at
the Contractor's expense.
R. The Contractor shall maintain adequate drainage on the project at all times. In
the event water pockets are formed, they shall be drained by the Contractor and
all wet and unstable material shall be removed and disposed of and the area
backfilled and compacted with suitable material. Such remedial work caused by
the failure of the Contractor to keep the area adequately drained shall be
performed at his expense.
END OF SECTION
VILLAGE SOUTH PUMP STATION AND UTILITIES 02480 -5
01561-0015 NOVEMBER 2021

SECTION 03300 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 01 Specification Sections, apply to this
Section.
1.2 SUMMARY
A. Section includes cast-in-place concrete, including formwork, reinforcement,
concrete materials, mixture design, placement procedures, and finishes, for the
following:
1. Non Structural Concrete.
2. Structural Concrete.
B. Related Sections:
1. Section 02300 "Earthwork" for fill under slabs-on-grade and footings.
1.3 DEFINITIONS
A. Cementitious Materials: Portland cement alone or in combination with one or
more of the following: blended hydraulic cement, fly ash and other pozzolans,
ground granulated blast-furnace slag, and silica fume; subject to compliance with
requirements.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Submittals:
1. Design Mixtures: For each concrete mixture. Submit alternate design
mixtures when characteristics of materials, Project conditions, weather,
test results, or other circumstances warrant adjustments.
2. Indicate amounts of mixing water to be withheld for later addition at
Project site.
C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication,
bending, and placement. Include bar sizes, lengths, material, grade, bar
schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and
laps, mechanical connections, tie spacing, hoop spacing, and supports for
concrete reinforcement.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-1
01561-0015 NOVEMBER 2021

D. Formwork Shop Drawings: Prepared by or under the supervision of a qualified
professional engineer detailing fabrication, assembly, and support of formwork.
1. Shoring and Reshoring: Indicate proposed schedule and sequence of
stripping formwork, shoring removal, and reshoring installation and
removal.
E. Construction Joint Layout: Indicate proposed construction joints required to
construct the structure.
1. Location of construction joints is subject to approval of the Engineer.
F. Samples: None.
1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer, manufacturer and testing agency.
B. Welding certificates.
C. Material Certificates: For each of the following, signed by manufacturers:
1. Cementitious materials.
2. Admixtures.
3. Form materials and form-release agents.
4. Steel reinforcement and accessories.
5. Waterstops.
6. Curing compounds.
7. Bonding agents.
8. Adhesives.
9. Semirigid joint filler.
10. Joint-filler strips.
11. Repair materials.
D. Material Test Reports: For the following, from a qualified testing agency,
indicating compliance with requirements:
1. Aggregates. Include service record data indicating absence of
deleterious expansion of concrete due to alkali aggregate reactivity.
E. Field quality-control reports.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-2
01561-0015 NOVEMBER 2021

F. Minutes of preinstallation conference.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer who employs on Project personnel
qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who
is an ACI-certified Concrete Flatwork Technician.
B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed
concrete products and that complies with ASTM C 94 requirements for
production facilities and equipment.
1. Manufacturer certified according to NRMCA's "Certification of Ready
Mixed Concrete Production Facilities."
C. Testing Agency Qualifications: An independent agency, acceptable to authorities
having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for
testing indicated.
1. Personnel conducting field tests shall be qualified as ACI Concrete Field
Testing Technician, Grade 1, according to ACI CP-1 or an equivalent
certification program.
2. Personnel performing laboratory tests shall be ACI-certified Concrete
Strength Testing Technician and Concrete Laboratory Testing Technician
- Grade I. Testing Agency laboratory supervisor shall be an ACI-certified
Concrete Laboratory Testing Technician - Grade II.
D. Source Limitations: Obtain each type or class of cementitious material of the
same brand from the same manufacturer's plant, obtain aggregate from single
source, and obtain admixtures from single source from single manufacturer.
E. Welding Qualifications: Qualify procedures and personnel according to
AWS D1.4, "Structural Welding Code - Reinforcing Steel."
F. ACI Publications: Comply with the following unless modified by requirements in
the Contract Documents:
1. ACI 301, "Specifications for Structural Concrete."
2. ACI 117, "Specifications for Tolerances for Concrete Construction and
Materials."
3. ACI 318, "Building Code Requirements for Reinforced Concrete."
4. ACI 350, "Environmental Engineering Concrete Structures."
5. ACI 305, "Hot Weather Concreting."
6. ACI 306, "Cold Weather Concreting."
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-3
01561-0015 NOVEMBER 2021

G. Concrete Testing Service: Engage a qualified independent testing agency to
perform material evaluation tests and to design concrete mixtures.
H. Mockups: None.
Preinstallation Conference: Conduct conference at Project site.
1. Before submitting design mixtures, review concrete design mixture and
examine procedures for ensuring quality of concrete materials. Require
representatives of each entity directly concerned with cast-in-place
concrete to attend, including the following:
a. Contractor's superintendent.
b. Independent testing agency responsible for concrete design
mixtures.
c. Ready-mix concrete manufacturer.
d. Concrete subcontractor.
e. Special concrete finish subcontractor.
2. Review special inspection and testing and inspecting agency procedures
for field quality control, concrete finishes and finishing, cold- and hot-
weather concreting procedures, curing procedures, construction
contraction and isolation joints, and joint-filler strips, semirigid joint fillers,
forms and form removal limitations, shoring and reshoring procedures,
vapor-retarder installation, anchor rod and anchorage device installation
tolerances, steel reinforcement installation, floor and slab flatness and
levelness measurement, concrete repair procedures, and concrete
protection.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent
bending and damage. Avoid damaging coatings on steel reinforcement, if
applicable.
PART 2 - PRODUCTS
2.1 FORM-FACING MATERIALS
A. Smooth-Formed Finished Concrete: Form-facing panels that will provide
continuous, true, and smooth concrete surfaces. Furnish in largest practicable
sizes to minimize number of joints.
1. Plywood, metal, or other approved panel materials.
2. Exterior-grade plywood panels, suitable for concrete forms, complying
with DOC PS 1, and as follows:
a. High-density overlay, Class 1 or better.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-4
01561-0015 NOVEMBER 2021

b. Medium-density overlay, Class 1 or better; mill-release agent
treated and edge sealed.
c. Structural 1, B-B or better; mill oiled and edge sealed.
d. B-B (Concrete Form), Class 1 or better; mill oiled and edge
sealed.
B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved
material. Provide lumber dressed on at least two edges and one side for tight fit.
C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19
mm), minimum.
D. Form-Release Agent: Commercially formulated form-release agent that will not
bond with, stain, or adversely affect concrete surfaces and will not impair
subsequent treatments of concrete surfaces.
1. Formulate form-release agent with rust inhibitor for steel form-facing
materials.
2.2 STEEL REINFORCEMENT
A. Recycled Content of Steel Products: Postconsumer recycled content plus one-
half of preconsumer recycled content not less than 25 percent.
B. Reinforcing Bars: ASTM A 615, Grade 60, deformed.
C. Plain-Steel Wire: ASTM A 82, as drawn.
D. Deformed-Steel Wire: ASTM A 496.
E. Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as-
drawn steel wire into flat sheets.
2.3 REINFORCEMENT ACCESSORIES
A. Joint Dowel Bars: ASTM A 615, Grade 60, plain-steel deformed bars, cut true to
length with ends square and free of burrs.
B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing,
supporting, and fastening reinforcing bars and welded wire reinforcement in
place. Manufacture bar supports from steel wire, plastic, or precast concrete
according to CRSI's "Manual of Standard Practice," of greater compressive
strength than concrete and as follows:
1. For concrete surfaces exposed to view where legs of wire bar supports
contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI
Class 2 stainless-steel bar supports.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-5
01561-0015 NOVEMBER 2021

2.4 CONCRETE MATERIALS
A. Cementitious Material: Use the following cementitious materials, of the same
type, brand, and source, throughout Project:
1. Portland Cement: ASTM C 150, Type I/II, gray. Supplement with the
following:
a. Fly Ash: ASTM C 618, Class F.
1) Use one brand of cement and fly ash trough out the
Project.
2) Fly ash will be used either as an admixture or as a partial
cement replacement.
B. Normal-Weight Aggregates: ASTM C 33, Class 3M, Class 1 N coarse aggregate
or better, graded. Provide aggregates from a single source with documented
service record data of at least 10 years' satisfactory service in similar applications
and service conditions using similar aggregates and cementitious materials.
1. Maximum Coarse-Aggregate Size: 1-1/2 inches (38 mm) nominal.
2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in
cement.
C. Water: ASTM C 94 and potable.
2.5 ADMIXTURES
A. Air-Entraining Admixture: ASTM C 260.
B. Chemical Admixtures: Provide admixtures certified by manufacturer to be
compatible with other admixtures and that will not contribute water-soluble
chloride ions exceeding those permitted in hardened concrete. Do not use
calcium chloride or admixtures containing calcium chloride.
1. Water-Reducing Admixture: ASTM C 494, Type A.
2. Retarding Admixture: ASTM C 494, Type B.
3. Water-Reducing and Retarding Admixture: ASTM C 494, Type D.
4. High-Range, Water-Reducing Admixture: ASTM C 494, Type F.
5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494,
Type G.
6. Plasticizing and Retarding Admixture: ASTM C 1017, Type II.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-6
01561-0015 NOVEMBER 2021

2.6 CURING MATERIALS
A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or
kenaf, weighing approximately 9 oz./sq. yd. (305 g/sq. m) when dry.
B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-
polyethylene sheet.
C. Water: Potable.
D. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309,
Type 1, Class B, dissipating. Allowed for non-liquid containment structures.
1. Products: Subject to compliance with requirements, available products
that may be incorporated into the Work include, but are not limited to, the
following:
a. BASF Construction Chemicals - Building Systems; Kure 200.
b. ChemMasters; Safe-Cure Clear.
c. Conspec by Dayton Superior; W.B. Resin Cure.
d. Dayton Superior Corporation; Day-Chem Rez Cure (J-11-W).
e. Edoco by Dayton Superior; Res X Cure WB.
f. Euclid Chemical Company (The), an RPM company;
Kurez W VOX; TAMMSCURE WB 30C.
g. L&M Construction Chemicals, Inc.; L&M Cure R.
h. Meadows, W. R., Inc.; 1100-CLEAR.
SpecChem, LLC; Spec Rez Clear.
j. Symons by Dayton Superior; Resi-Chem Clear.
2.7 RELATED MATERIALS
A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated
cellulosic fiber or ASTM D 1752, cork or self-expanding cork.
B. Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin
with a Type A shore durometer hardness of 80 aromatic polyurea with a Type A
shore durometer hardness range of 90 to 95 per ASTM D 2240.
C. Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or
styrene butadiene.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-7
01561-0015 NOVEMBER 2021

D. Epoxy Bonding Adhesive: ASTM C 881, two -component epoxy resin, capable of
humid curing and bonding to damp surfaces, of class suitable for application
temperature and of grade to suit requirements, and as follows:
1. Types I and II, non -load bearing and Types IV and V, load bearing, for
bonding hardened or freshly mixed concrete to hardened concrete.
2.8 REPAIR MATERIALS
A. Repair Underlayment: Cement -based, polymer -modified, self -leveling product
that can be applied in thicknesses from 1/8 inch (3.2 mm) and that can be
feathered at edges to match adjacent floor elevations.
1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended
hydraulic cement as defined in ASTM C 219.
2. Primer: Product of underlayment manufacturer recommended for
substrate, conditions, and application.
3. Aggregate: Well -graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or
coarse sand as recommended by underlayment manufacturer.
4. Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days when
tested according to ASTM C 109.
B. Repair Overlayment: Cement -based, polymer -modified, self -leveling product that
can be applied in thicknesses from 1/4 inch (6.4 mm) and that can be filled in
over a scarified surface to match adjacent floor elevations.
1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended
hydraulic cement as defined in ASTM C 219.
2. Primer: Product of topping manufacturer recommended for substrate,
conditions, and application.
3. Aggregate: Well -graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or
coarse sand as recommended by topping manufacturer.
4. Compressive Strength: Not less than 5000 psi (34.5 MPa) at 28 days
when tested according to ASTM C 109.
2.9 CONCRETE MIXTURES, GENERAL
A. Prepare design mixtures for each type and strength of concrete, proportioned on
the basis of laboratory trial mixture or field test data, or both, according to
ACI 301.
1. Use a qualified independent testing agency for preparing and reporting
proposed mixture designs based on laboratory trial mixtures.
B. Cementitious Materials: Use fly ash and pozzolan as needed to reduce the total
amount of portland cement, which would otherwise be used. Limit percentage,
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-8
01561-0015 NOVEMBER 2021

by weight, of cementitious materials other than portland cement in concrete as
follows:
1. Fly Ash: 25 percent.
2. Combined Fly Ash and Pozzolan: 25 percent.
C. Limit water-soluble, chloride-ion content in hardened concrete to 0.01 percent by
weight of cement.
D. Admixtures: Use admixtures according to manufacturer's written instructions.
1. Use high-range water-reducing or plasticizing admixture in concrete, as
required, for placement and workability.
2. Use water-reducing and retarding admixture when required by high
temperatures, low humidity, or other adverse placement conditions.
3. Use corrosion-inhibiting admixture in concrete mixtures where indicated.
2.10 CONCRETE MIXTURES
A. Non-Structural Concrete:: Proportion normal-weight concrete mixture as follows:
1. Minimum Compressive Strength: 3000 psi (20.7 MPa) at 28 days.
2. Minimum Cementitious Materials Content: 470 lb/cu. yd. (279 kg/cu. m).
3. Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm).
4. Air Content: 5.5 percent, plus or minus 1.5 percent at point of delivery
for 1-1/2-inch (38-mm).
B. Structural Concrete: Proportion normal-weight concrete mixture as follows:
1. Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days.
2. Maximum Water-Cementitious Materials Ratio: 0.45.
3. Slump Limit: 4 inches (100 mm), 8 inches (200 mm) for concrete with
verified slump of 2 to 4 inches (50 to 100 mm) before adding high-range
water-reducing admixture or plasticizing admixture, plus or minus 1 inch
(25 mm).
4. Air Content: 5.5 percent, plus or minus 1.5 percent at point of delivery for
1-1/2-inch (38-mm) nominal maximum aggregate size.
2.11 FABRICATING REINFORCEMENT
A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-9
01561-0015 NOVEMBER 2021

2.12 CONCRETE MIXING
A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to
ASTM C 94, and furnish batch ticket information.
1. When air temperature is between 85 and 90 deg F (30 and 32 deg C),
reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air
temperature is above 90 deg F (32 deg C), reduce mixing and delivery
time to 60 minutes.
PART 3 - EXECUTION
3.1 FORMWORK
A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to
support vertical, lateral, static, and dynamic loads, and construction loads that
might be applied, until structure can support such loads.
B. Construct formwork so concrete members and structures are of size, shape,
alignment, elevation, and position indicated, within tolerance limits of ACI 117.
C. Limit concrete surface irregularities, designated by ACI 347 as abrupt or gradual,
as follows:
1. Class A, 1/8 inch (3.2 mm) for smooth-formed finished surfaces.
2. Class B, 1/4 inch (6 mm) for rough-formed finished surfaces.
D. Construct forms tight enough to prevent loss of concrete mortar.
E. Fabricate forms for easy removal without hammering or prying against concrete
surfaces. Provide crush or wrecking plates where stripping may damage cast
concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5
horizontal to 1 vertical.
1. Do not use rust-stained steel form-facing material.
F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve
required elevations and slopes in finished concrete surfaces. Provide and secure
units to support screed strips; use strike-off templates or compacting-type
screeds.
G. Chamfer exterior corners and edges of permanently exposed concrete.
H. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood,
sawdust, dirt, and other debris just before placing concrete.
Retighten forms and bracing before placing concrete, as required, to prevent
mortar leaks and maintain proper alignment.
J. Coat contact surfaces of forms with form-release agent, according to
manufacturer's written instructions, before placing reinforcement.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-10
01561-0015 NOVEMBER 2021

3.2 EMBEDDED ITEMS
A. Place and secure anchorage devices and other embedded items required for
adjoining work that is attached to or supported by cast-in-place concrete. Use
setting drawings, templates, diagrams, instructions, and directions furnished with
items to be embedded.
1. Install anchor rods, accurately located, to elevations required and
complying with tolerances in Section 7.5 of AISC's "Code of Standard
Practice for Steel Buildings and Bridges."
3.3 REMOVING AND REUSING FORMS
A. General: Formwork for sides of beams, walls, columns, and similar parts of the
Work that does not support weight of concrete may be removed after
cumulatively curing at not less than 50 deg F (10 deg C) for 24 hours after
placing concrete. Concrete has to be hard enough to not be damaged by form-
removal operations and curing and protection operations need to be maintained.
1. Leave formwork for beam soffits, joists, slabs, and other structural
elements that supports weight of concrete in place until concrete has
achieved at least 70 percent of its 28-day design compressive strength.
2. Remove forms only if shores have been arranged to permit removal of
forms without loosening or disturbing shores.
B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed,
delaminated, or otherwise damaged form-facing material will not be acceptable
for exposed surfaces. Apply new form-release agent.
C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to
close joints. Align and secure joints to avoid offsets. Do not use patched forms
for exposed concrete surfaces unless approved by Engineer.
3.4 SHORES AND RESHORES
A. Comply with ACI 318 (ACI 318M) and ACI 301 for design, installation, and
removal of shoring and reshoring.
1. Do not remove shoring or reshoring until measurement of slab tolerances
is complete.
B. Plan sequence of removal of shores and reshore to avoid damage to concrete.
Locate and provide adequate reshoring to support construction without excessive
stress or deflection.
3.5 STEEL REINFORCEMENT
A. General: Comply with CRSI's "Manual of Standard Practice" for placing
reinforcement.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-11
01561-0015 NOVEMBER 2021

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor
retarder before placing concrete.
B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign
materials that would reduce bond to concrete.
C. Accurately position, support, and secure reinforcement against displacement.
Locate and support reinforcement with bar supports to maintain minimum
concrete cover. Do not tack weld crossing reinforcing bars.
1. Weld reinforcing bars according to AWS D1.4/D 1.4M, where indicated.
D. Set wire ties with ends directed into concrete, not toward exposed concrete
surfaces.
E. Install welded wire reinforcement in longest practicable lengths on bar supports
spaced to minimize sagging. Lap edges and ends of adjoining sheets at least
one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous
laps in either direction. Lace overlaps with wire.
3.6 JOINTS
A. General: Construct joints true to line with faces perpendicular to surface plane of
concrete.
B. Construction Joints: Install so strength and appearance of concrete are not
impaired, at locations indicated or as approved by Engineer.
1. Place joints perpendicular to main reinforcement. Continue reinforcement
across construction joints unless otherwise indicated.
2. Use a bonding agent at locations where fresh concrete is placed against
hardened or partially hardened concrete surfaces.
3. Use epoxy-bonding adhesive at locations where fresh concrete is placed
against hardened or partially hardened concrete surfaces.
C. Doweled Joints: Install dowel bars and support assemblies at joints where
indicated. Lubricate or asphalt coat one-half of dowel length to prevent concrete
bonding to one side of joint.
3.7 CONCRETE PLACEMENT
A. Before placing concrete, verify that installation of formwork, reinforcement, and
embedded items is complete and that required inspections have been performed.
B. Do not add water to concrete during delivery, at Project site, or during placement
unless approved by Engineer.
C. Before test sampling and placing concrete, water may be added at Project site,
subject to limitations of ACI 301.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-12
01561-0015 NOVEMBER 2021

1. Do not add water to concrete after adding high-range water-reducing
admixtures to mixture.
D. Deposit concrete continuously in one layer or in horizontal layers of such
thickness that no new concrete will be placed on concrete that has hardened
enough to cause seams or planes of weakness. If a section cannot be placed
continuously, provide construction joints as indicated. Deposit concrete to avoid
segregation.
1. Deposit concrete in horizontal layers of depth to not exceed formwork
design pressures and in a manner to avoid inclined construction joints.
2. Consolidate placed concrete with mechanical vibrating equipment
according to ACI 301.
3. Do not use vibrators to transport concrete inside forms. Insert and
withdraw vibrators vertically at uniformly spaced locations to rapidly
penetrate placed layer and at least 6 inches (150 mm) into preceding
layer. Do not insert vibrators into lower layers of concrete that have
begun to lose plasticity. At each insertion, limit duration of vibration to
time necessary to consolidate concrete and complete embedment of
reinforcement and other embedded items without causing mixture
constituents to segregate.
E. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect
concrete work from physical damage or reduced strength that could be caused
by frost, freezing actions, or low temperatures.
1. When average high and low temperature is expected to fall below 40
deg F (4.4 deg C) for three successive days, maintain delivered concrete
mixture temperature within the temperature range required by ACI 301.
2. Do not use frozen materials or materials containing ice or snow. Do not
place concrete on frozen subgrade or on subgrade containing frozen
materials.
3. Do not use calcium chloride, salt, or other materials containing antifreeze
agents or chemical accelerators unless otherwise specified and approved
in mixture designs.
F. Hot-Weather Placement: Comply with ACI 301 and as follows:
1. Maintain concrete temperature below 90 deg F (32 deg C) at time of
placement. Chilled mixing water or chopped ice may be used to control
temperature, provided water equivalent of ice is calculated to total amount
of mixing water. Using liquid nitrogen to cool concrete is Contractor's
option.
2. Fog-spray forms, steel reinforcement, and subgrade just before placing
concrete. Keep subgrade uniformly moist without standing water, soft
spots, or dry areas.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-13
01561-0015 NOVEMBER 2021

3.8 FINISHING FORMED SURFACES
A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material
with tie holes and defects repaired and patched. Remove fins and other
projections that exceed specified limits on formed-surface irregularities.
1. Apply to concrete surfaces not exposed to public view.
B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing
material, arranged in an orderly and symmetrical manner with a minimum of
seams. Repair and patch tie holes and defects. Remove fins and other
projections that exceed specified limits on formed-surface irregularities.
1. Apply to concrete surfaces exposed to public view, to receive a rubbed
finish, to be covered with a coating or covering material applied directly to
concrete.
C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar
unformed surfaces adjacent to formed surfaces, strike off smooth and finish with
a texture matching adjacent formed surfaces. Continue final surface treatment of
formed surfaces uniformly across adjacent unformed surfaces unless otherwise
indicated.
3.9 MISCELLANEOUS CONCRETE ITEMS
A. Filling In: Fill in holes and openings left in concrete structures after work of other
trades is in place unless otherwise indicated. Mix, place, and cure concrete, as
specified, to blend with in-place construction. Provide other miscellaneous
concrete filling indicated or required to complete the Work.
B. Curbs: Provide monolithic finish to interior curbs by stripping forms while
concrete is still green and by steel-troweling surfaces to a hard, dense finish with
corners, intersections, and terminations slightly rounded.
C. Equipment Bases and Foundations:
1. Coordinate sizes and locations of concrete bases with actual equipment
provided.
2. Install dowel rods to connect concrete base to concrete floor. Unless
otherwise indicated, install dowel rods on 12-inch (300-mm) centers
around the full perimeter of concrete base.
3. For supported equipment, install epoxy-coated anchor bolts that extend
through concrete base, and anchor into structural concrete substrate.
4. Prior to pouring concrete, place and secure anchorage devices. Use
setting drawings, templates, diagrams, instructions, and directions
furnished with items to be embedded.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-14
01561-0015 NOVEMBER 2021

5. Cast anchor-bolt insert into bases. Install anchor bolts to elevations
required for proper attachment to supported equipment.
3.10 CONCRETE PROTECTING AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive
cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and
ACI 301 for hot-weather protection during curing.
B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces
if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h
(1 kg/sq. m x h) before and during finishing operations. Apply according to
manufacturer's written instructions after placing, screeding, and bull floating or
darbying concrete, but before float finishing.
C. Formed Surfaces: Cure formed concrete surfaces, including underside of
beams, supported slabs, and other similar surfaces. If forms remain during
curing period, moist cure after loosening forms. If removing forms before end of
curing period, continue curing for the remainder of the curing period.
D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure
unformed surfaces, including floors and slabs, concrete floor toppings, and other
surfaces.
E. Cure concrete according to ACI 308.1, by one or a combination of the following
methods:
1. Moisture Curing: Keep surfaces continuously moist for not less than
seven days with the following materials:
a. Water.
b. Continuous water-fog spray.
c. Absorptive cover, water saturated, and kept continuously wet.
Cover concrete surfaces and edges with 12-inch (300-mm) lap
over adjacent absorptive covers.
2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with
moisture-retaining cover for curing concrete, placed in widest practicable
width, with sides and ends lapped at least 12 inches (300 mm), and
sealed by waterproof tape or adhesive. Cure for not less than seven
days. Immediately repair any holes or tears during curing period using
cover material and waterproof tape.
a. Moisture cure or use moisture-retaining covers to cure concrete
surfaces to receive floor coverings.
b. Moisture cure or use moisture-retaining covers to cure concrete
surfaces to receive penetrating liquid floor treatments.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-15
01561-0015 NOVEMBER 2021

c. Cure concrete surfaces to receive floor coverings with either a
moisture-retaining cover or a curing compound that the
manufacturer certifies will not interfere with bonding of floor
covering used on Project.
3. Curing Compound: Apply uniformly in continuous operation by power
spray or roller according to manufacturer's written instructions. Recoat
areas subjected to heavy rainfall within three hours after initial application.
Maintain continuity of coating and repair damage during curing period.
a. Removal: After curing period has elapsed, remove curing
compound without damaging concrete surfaces by method
recommended by curing compound manufacturer.
3.11 JOINT FILLING
A. Prepare, clean, and install joint filler according to manufacturer's written
instructions.
1. Defer joint filling until concrete has aged at least one month. Do not fill
joints until construction traffic has permanently ceased.
B. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints;
leave contact faces of joint clean and dry.
C. Install semirigid joint filler full depth in saw-cut joints and at least 2 inches (50
mm) deep in formed joints. Overfill joint and trim joint filler flush with top of joint
after hardening.
3.12 CONCRETE SURFACE REPAIRS
A. Defective Concrete: Repair and patch defective areas when approved by
Engineer. Remove and replace concrete that cannot be repaired and patched to
Engineer's approval.
B. Patching Mortar: Mix dry-pack patching mortar, consisting of one part portland
cement to two and one-half parts fine aggregate passing a No. 16 (1.18-mm)
sieve, using only enough water for handling and placing.
C. Repairing Formed Surfaces: Surface defects include color and texture
irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and
other projections on the surface, and stains and other discolorations that cannot
be removed by cleaning.
1. Immediately after form removal, cut out honeycombs, rock pockets, and
voids more than 1/2 inch (13 mm) in any dimension to solid concrete.
Limit cut depth to 3/4 inch (19 mm). Make edges of cuts perpendicular to
concrete surface. Clean, dampen with water, and brush-coat holes and
voids with bonding agent. Fill and compact with patching mortar before
bonding agent has dried. Fill form-tie voids with patching mortar or cone
plugs secured in place with bonding agent.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-16
01561-0015 NOVEMBER 2021

2. Repair defects on surfaces exposed to view by blending white portland
cement and standard portland cement so that, when dry, patching mortar
will match surrounding color. Patch a test area at inconspicuous
locations to verify mixture and color match before proceeding with
patching. Compact mortar in place and strike off slightly higher than
surrounding surface.
3. Repair defects on concealed formed surfaces that affect concrete's
durability and structural performance as determined by Engineer.
D. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and
slabs, for finish and verify surface tolerances specified for each surface. Correct
low and high areas. Test surfaces sloped to drain for trueness of slope and
smoothness; use a sloped template.
1. Repair finished surfaces containing defects. Surface defects include
spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess
of 0.01 inch (0.25 mm) wide or that penetrate to reinforcement or
completely through unreinforced sections regardless of width, and other
objectionable conditions.
2. After concrete has cured at least 14 days, correct high areas by grinding.
3. Correct localized low areas during or immediately after completing
surface finishing operations by cutting out low areas and replacing with
patching mortar. Finish repaired areas to blend into adjacent concrete.
4. Correct other low areas scheduled to receive floor coverings with a repair
underlayment. Prepare, mix, and apply repair underlayment and primer
according to manufacturer's written instructions to produce a smooth,
uniform, plane, and level surface. Feather edges to match adjacent floor
elevations.
5. Correct other low areas scheduled to remain exposed with a repair
topping. Cut out low areas to ensure a minimum repair topping depth of
1/4 inch (6 mm) to match adjacent floor elevations. Prepare, mix, and
apply repair topping and primer according to manufacturer's written
instructions to produce a smooth, uniform, plane, and level surface.
6. Repair defective areas, except random cracks and single holes 1 inch (25
mm) or less in diameter, by cutting out and replacing with fresh concrete.
Remove defective areas with clean, square cuts and expose steel
reinforcement with at least a 3/4-inch (19-mm) clearance all around.
Dampen concrete surfaces in contact with patching concrete and apply
bonding agent. Mix patching concrete of same materials and mixture as
original concrete except without coarse aggregate. Place, compact, and
finish to blend with adjacent finished concrete. Cure in same manner as
adjacent concrete.
7. Repair random cracks and single holes 1 inch (25 mm) or less in diameter
with patching mortar. Groove top of cracks and cut out holes to sound
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-17
01561-0015 NOVEMBER 2021

concrete and clean off dust, dirt, and loose particles. Dampen cleaned
concrete surfaces and apply bonding agent. Place patching mortar
before bonding agent has dried. Compact patching mortar and finish to
match adjacent concrete. Keep patched area continuously moist for at
least 72 hours.
E. Perform structural repairs of concrete, subject to Engineer's approval, using
epoxy adhesive and patching mortar.
F. Repair materials and installation not specified above may be used, subject to
Engineer's approval.
3.13 FIELD QUALITY CONTROL
A. Testing and Inspecting: Owner will engage a qualified testing and inspecting
agency to perform field tests and inspections and prepare test reports.
B. Testing and Inspecting: Engage a qualified testing and inspecting agency to
perform tests and inspections and to submit reports.
C. Inspections:
1. Steel reinforcement placement.
2. Steel reinforcement welding.
3. Headed bolts and studs.
4. Verification of use of required design mixture.
5. Concrete placement, including conveying and depositing.
6. Curing procedures and maintenance of curing temperature.
7. Verification of concrete strength before removal of shores and forms from
footings and slabs.
D. Concrete Tests: Testing of composite samples of fresh concrete obtained
according to ASTM C 172 shall be performed according to the following
requirements:
1. Testing Frequency: Obtain one composite sample for each day's pour of
each concrete mixture exceeding 5 cu. yd. (4 cu. m), but less than 25 cu.
yd. (19 cu. m), plus one set for each additional 50 cu. yd. (38 cu. m) or
fraction thereof.
a. When frequency of testing will provide fewer than five
compressive-strength tests for each concrete mixture, testing shall
be conducted from at least five randomly selected batches or from
each batch if fewer than five are used.
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-18
01561-0015 NOVEMBER 2021

2. Slump: ASTM C 143; one test at point of placement for each composite
sample, but not less than one test for each day's pour of each concrete
mixture. Perform additional tests when concrete consistency appears to
change.
3. Air Content: ASTM C 231, pressure method, for normal-weight concrete;
one test for each composite sample, but not less than one test for each
day's pour of each concrete mixture.
4. Concrete Temperature: ASTM C 1064; one test hourly when air
temperature is 40 deg F (4.4 deg C) and below and when 80 deg F (27
deg C) and above, and one test for each composite sample.
5. Unit Weight: ASTM C 567, fresh unit weight of structural lightweight
concrete; one test for each composite sample, but not less than one test
for each day's pour of each concrete mixture.
6. Compression Test Specimens: ASTM C 31.
a. Cast and laboratory cure two sets of two standard cylinder
specimens for each composite sample.
b. Cast and field cure two sets of two standard cylinder specimens
for each composite sample.
7. Compressive-Strength Tests: ASTM C 39; test one set of two laboratory-
cured specimens at 7 days and one set of two specimens at 28 days.
a. Test one set of two field-cured specimens at 7 days and one set of
two specimens at 28 days.
b. A compressive-strength test shall be the average compressive
strength from a set of two specimens obtained from same
composite sample and tested at age indicated.
8. When strength of field-cured cylinders is less than 85 percent of
companion laboratory-cured cylinders, Contractor shall evaluate
operations and provide corrective procedures for protecting and curing in-
place concrete.
9. Strength of each concrete mixture will be satisfactory if every average of
any three consecutive compressive-strength tests equals or exceeds
specified compressive strength and no compressive-strength test value
falls below specified compressive strength by more than 500 psi (3.4
M Pa).
10. Test results shall be reported in writing to Engineer, concrete
manufacturer, and Contractor within 48 hours of testing. Reports of
compressive-strength tests shall contain Project identification name and
number, date of concrete placement, name of concrete testing and
inspecting agency, location of concrete batch in Work, design
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-19
01561-0015 NOVEMBER 2021

compressive strength at 28 days, concrete mixture proportions and
materials, compressive breaking strength, and type of break for both 7-
and 28-day tests.
11. Nondestructive Testing: Impact hammer, sonoscope, or other
nondestructive device may be permitted by Engineer but will not be used
as sole basis for approval or rejection of concrete.
12. Additional Tests: Testing and inspecting agency shall make additional
tests of concrete when test results indicate that slump, air entrainment,
compressive strengths, or other requirements have not been met, as
directed by Engineer. Testing and inspecting agency may conduct tests
to determine adequacy of concrete by cored cylinders complying with
ASTM C 42 or by other methods as directed by Engineer.
13. Additional testing and inspecting, at Contractor's expense, will be
performed to determine compliance of replaced or additional work with
specified requirements.
14. Correct deficiencies in the Work that test reports and inspections indicate
do not comply with the Contract Documents.
END OF SECTION 03300
VILLAGE SOUTH PUMP STATION AND UTILITIES 03300-20
01561-0015 NOVEMBER 2021

tii
`C r Ali t-,�,
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
February 23, 2022
Town of Pittsboro
635 East St.
Pittsboro,NC 27312
-AND-
Chatham Park Investors, LLC
105 Weston Estates Way
Cary,NC 27513
SUBJECT: ENCROACHMENT AGREEMENT (E081-019-21-00193)
6-inch Force Main/ 12-inch Water Main/6-inch Reclaim Water Line
Chatham Parkway/ SR-1809 (Suttles Rd.)
Chatham County
Attached is a properly executed copy of a Right of Way Encroachment Agreement which
covers the following:
Installation of 1,000 LF 6-inch force main/2,400 LF 12-inch water main/ 1,950 LF 6-inch
reclaimed water line with(5)bore and jack crossings on Chatham Parkway(SR2700) and Suttles
Rd. (SR1809)in Chatham County, and any associated pre-construction work.
This agreement is approved subject to the Special Provisions and plans which are
attached to and made a part of the Encroachment Agreement. Any work associated with the
subject project permitted under an NCDOT approved Driveway Permit shall be completed in
accordance with this Encroachment Agreement.
Sincerely,
Patrick A.Norman, P.E.
Division Engineer
,-DocuSigned by:
'-746DFD671 EFA474...
By: R. J. Monroe
District Supervisor
Justin Bullock, PE, Chatham County Maintenance Engineer's Office
Mailing Address. Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 300 DOT DRIVE
DISTRICT OFFICE Customer Service: 1-877-368-4968 ASHEBORO,NC 27205
300 DOT DRIVE
ASHEBORO,NC 27205 Website:www.ncdot.gov

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 1 of 14
Pre-Construction
Contact Offices & Outside Agency issues/contacts/info
1. Approval may be rescinded upon failure to follow any of the provisions in this permit and may be
considered a violation of the encroachment agreement.
2. The Encroaching party or their contractor shall provide the following notices prior to construction
activity within the NCDOT Right of Way:
a. Three(3)business days advance phone call at telephone [phone] or email to
mpatel(a�,ncdot.gov to the District Engineer's office
b. If the construction falls within the limits of an NCDOT managed construction project,five (5)
business days advance phone call to the Resident Engineer(336)776-9623.
Failure to provide these notifications prior to beginning construction is subject to the Division
Engineer's discretion to cease construction activity for this encroachment.NCDOT reserves the right
to cease any construction or maintenance work associated with this installation by the encroaching
party until the construction or maintenance meets the satisfaction of the Division Engineer or their
representative.
3. Prior to beginning work,it is the requirement of the Encroaching Party to contact the appropriate
Utility Companies involved and make arrangements to adjust or relocate any utilities that conflict
with the proposed work.
4. It shall be the responsibility of the encroaching party to determine the location of utilities within the
encroachment area. NCGS § 87-115 through § 87-130 of the Underground Utility Safety and
Damage Prevention Act requires underground utilities to be located by calling 811 prior to
construction. The encroaching party shall be responsible for notifying other utility owners and
providing protection and safeguards to prevent damage or interruption to existing facilities and
maintain access to them.
5. The encroaching party shall notify the appropriate municipal office prior to beginning any work
within the municipality's limits of jurisdiction.
6. Excavation within 1000 feet of a signalized intersection will require notification by the encroaching
party to the Division Traffic Engineer at telephone number(910) 947-3930 no less than one week
prior to beginning work. All traffic signal or detection cables must be located prior to excavation.
Cost to replace or repair NCDOT signs,signals,pavement markings or associated equipment and
facilities shall be the responsibility of the encroaching party.
7. This agreement does not authorize installations within nor encroachment onto railroad rights of way.
Permits for installations within railroad right of way must be obtained from the railroad and are the
responsibility of the encroaching party.
8. At the option of the District Engineer, a preconstruction meeting including representatives of
NCDOT, the encroaching party, contractors and municipality, if applicable, shall be required.
A pre-construction conference held between a municipality (or other facility owner) and a contractor
without the presence of NCDOT personnel with subsequent construction commencing may be subject

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 2 of 14
to NCDOT personnel ceasing any work on NCDOT right-of-way related to this encroachment until
such meeting is held. Contact the District office to schedule.
9. At the discretion of the District Engineer, a NOTIFICATION FOR UTILITY / NON -UTILITY
ENCROACHMENT WITHIN NCDOT R/W form (See corresponding attachment) with the
scheduled pre -construction meeting and associated construction schedule details must be completed
and submitted to the District Engineer's office a minimum of one week prior to construction.
10. At the discretion of the District Engineer, the encroaching party (not the utility contractor) shall make
arrangements to have a qualified inspector, under the supervision of a Professional Engineer
registered in North Carolina, on site at all times during construction. The registered Professional
Engineer shall be required to submit a signed and PE sealed certification that the utility was installed
in accordance with the encroachment agreement.
Legal & Right -of -Way Issues
11. This approval and associated plans and supporting documents shall not be interpreted to allow any
design change or change in the intent of the design by the Owner, Design Engineer, or any of their
representatives. Any revisions or changes to these approved plans or intent for construction must be
obtained in writing from the Division Engineer's office or their representative prior to construction or
during construction, if an issue arises during construction to warrant changes.
12. NCDOT does not guarantee the right of way on this road, nor will it be responsible for any claim for
damages brought about by any property owner by reason of this installation. It is the responsibility of
the encroaching party to verify the right of way.
13. Encroaching party shall be responsible for obtaining all necessary permanent and/or temporary
construction, drainage, utility and/or sight distance easements.
14. All Right of Way and easements necessary for construction and maintenance shall be dedicated to
NCDOT with proof of dedication furnished to the District Engineer prior to beginning work.
15. No commercial advertising shall be allowed within NCDOT Right of Way.
16. The encroaching party shall obtain proper approval from all affected pole owners prior to attachment
to any pole.
Work Zone Traffic
17. WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND TRAINING PROGRAM
All personnel performing any activity inside the highway right of way are required to be familiar with
the NCDOT Maintenance / Utility Traffic Control Guidelines (MUTCG). No specific training course
or test is required for qualification in the Maintenance /Utility Traffic Control Guidelines (MUTCG).
All flagging, spotting, or operating Automated Flagger Assist Devices (AFAD) inside the highway
right of way requires qualified and trained Work Zone Flaggers. Training for this certification is
provided by NCDOT approved training resources and by private entities that have been pre -approved
to train themselves.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 3 of 14
All personnel involved with the installation of Work Zone Traffic Control devices inside the highway
right of way are required to be qualified and trained Work Zone Installers. Training for this
certification is provided by NCDOT approved training resources and by private entities that have
been pre -approved to train themselves.
All personnel in charge of overseeing work zone Temporary Traffic Control operations and
installations inside the highway right of way are required to be qualified and trained Work Zone
Supervisors. Training for this certification is provided by NCDOT approved training resources and
by private entities that have been pre -approved to train themselves.
For questions and/or additional information regarding this training program please refer to
https://connect.ncdot.gov/projects/WZTC/Pages/Training.aspx or call the NCDOT Work Zone Traffic
Control Section [phone].
18. The party of the second part shall employ traffic control measures that are in accordance with the
prevailing federal, state, local, and NCDOT policies, standards, and procedures. These policies,
standards, and procedures include, but are not limited to the following:
a. Manual on Uniform Traffic Control Devices (MUTCD) — North Carolina has adopted the
MUTCD to provide basic principles and guidelines for traffic control device design,
application, installation, and maintenance. North Carolina uses the MUTCD as a minimum
requirement where higher supplemental standards specific to North Carolina are not
established. Use fundamental principles and best practices of MUTCD (Part 6, Temporary
Traffic Control).
b. NCDOT Maintenance / Utility Traffic Control Guidelines — This document enhances the
fundamental principles and best practices established in MUTCD Part 6, Temporary Traffic
Control, incorporating NCDOT-specific standards and details. It also covers important safety
knowledge for a wide range of work zone job responsibilities.
19. If the Traffic Control Supervisor determines that portable concrete barrier (PCB) is required to shield
a hazard within the clear zone, then PCB shall be designed and sealed by a licensed North Carolina
Professional Engineer. PCB plans and design calculations shall be submitted to the District Engineer
for review and approval prior to installation.
20. Ingress and egress shall be maintained to all businesses and dwellings affected by the project. Special
attention shall be paid to police, EMS and fire stations, fire hydrants, secondary schools, and
hospitals.
21. Traffic shall be maintained at all times. All lanes of traffic are to be open during the hours of xxxx
A.M. to xxxx A.M. and from xxxx P.M. to xxxx P.M. Monday through Friday, during any time of
inclement weather, or as directed by the District Engineer. Any violation of these hours will result
in ceasing any further construction by the Encroaching Party or their contractor.
22. Nighttime and weekend operations will NOT be allowed unless written approval is received from the
District Engineer. If nighttime or weekend work is allowed or required, all signs must be retro-
reflective, and a work zone lighting plan must be submitted for approval prior to construction.
23. Two-way traffic shall be maintained at all times unless designated by the District Engineer. Traffic
shall not be rerouted or detoured without the prior written approval from the District Engineer. No
utility work will be allowed on state holidays from 7:00 PM the night before through 9:00 AM the
day prior to, following or during local events without prior approval from the District Engineer. If the
construction is within 1000 feet of a school location or on a designated bus route, the construction
shall be coordinated with the school start and end times to avoid traffic delays.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 4 of 14
24. Work requiring lane or shoulder closures shall not be performed on both sides of the road
simultaneously within the same area.
25. Any work requiring equipment or personnel within 5 feet of the edge of any travel lane of an
undivided facility and within 10 feet of the edge of any travel lane of a divided facility shall require a
lane closure with appropriate tapers per current NCDOT Roadway Standard Drawings or MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES.
26. At the discretion of the District Engineer, a traffic control plan shall be developed and submitted
under the seal and signature of a Licensed North Carolina Professional Engineer prior to construction.
The plan shall be specific to the site and adequately detailed. Issues such as the close proximity to
intersections shall be addressed.
27. Temporary and final pavement markings are the responsibility of the encroaching party. Final
pavement markings and sign plans shall be submitted with the encroachment request to the Division
Traffic Engineer prior to construction. Final pavement markings shall be thermoplastic unless
otherwise directed by the Division Traffic Engineer or District Engineer.
28. Any pavement markings that are damaged or obliterated shall be restored by the encroaching party at
no expense to NCDOT.
29. Sidewalk closures shall be installed as necessary. Pedestrian traffic shall be detoured around these
closures and shall be signed appropriately and in accordance with The American with Disabilities Act
Accessibility Guidelines. The encroaching party must adhere to the guidelines for accommodating
pedestrians in encroachment work zones as described in the NCDOT Pedestrian Work Zone
Accommodations Training found at
https://www.youtube.comiwatch?v=A0uYa51W3dg&feature=youtu.be
Roadside Environmental
30. The encroaching party shall comply with all applicable Federal, State and local environmental
regulations and shall obtain all necessary Federal, State and local environmental permits, including
but not limited to, those related to sediment control, stormwater, wetland, streams, endangered
species and historical sites. Additional information can be obtained by contacting the NCDOT
Roadside Environmental Engineer regarding the North Carolina Natural Heritage Program or the
United States Fish and Wildlife Services. Contact the Division Roadside Environmental Engineer's
Office at [phone].
31. When surface area in excess of one acre will be disturbed, the Encroacher shall submit a Sediment
and Erosion Control Plan which has been approved by the appropriate regulatory agency or authority
prior to beginning any work on the Right of Way. Failure to provide this information shall be
grounds for suspension of operations. Proper temporary and permanent measures shall be used to
control erosion and sedimentation in accordance with the approved sediment and erosion control plan.
32. The Verification of Compliance with Environmental Regulations (VCER-1) form is required for all
non -utility encroachment agreements or any utility encroachments when land disturbance within
NCDOT right of way exceeds 1 acre. The VCER-1 form must be PE sealed by a NC registered
professional engineer who has verified that all appropriate environmental permits (if applicable) have
been obtained and all applicable environmental regulations have been followed.
33. All erosion control devices and measures shall be constructed, installed, maintained, and removed by
the Encroacher in accordance with all applicable Federal, State, and Local laws, regulations,

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 5 of 14
ordinances, and policies. Permanent vegetation shall be established on all disturbed areas in
accordance with the recommendations of the Division Roadside Environmental Engineer. All areas
disturbed (shoulders, ditches, removed accesses, etc.) shall be graded and seeded in accordance with
the latest NCDOT Standards Specifications for Roads and Structures and within 15 calendar days
with an approved NCDOT seed mixture (all lawn type areas shall be maintained and reseeded as
such). Seeding rates per acre shall be applied according to the Division Roadside Environmental
Engineer. Any plant or vegetation in the NCDOT planted sites that is destroyed or damaged as a
result of this encroachment shall be replaced with plants of like kind or similar shape.
34. No trees within NCDOT shall be cut without authorization from the Division Roadside
Environmental Engineer. An inventory of trees measuring greater than 4 caliper inches (measured 6"
above the ground) is required when trees within C/A right of way will be impacted by the
encroachment installation. Mitigation is required and will be determined by the Division Roadside
Environmental Engineer's Office.
35. Prior to installation, the Encroaching Party shall contact the District Engineer to discuss any
environmental issues associated with the installation to address concerns related to the root system of
trees impacted by boring or non -utility construction of sidewalk, roadway widening, etc.
36. The applicant is responsible for identifying project impacts to waters of the United States (wetlands,
intermittent streams, perennial streams and ponds) located within the NCDOT right-of-way. The
discharge of dredged or fill material into waters of the United States requires authorization from the
United States Army Corps of Engineers (USACE) and certification from the North Carolina Division
of Water Quality (NCDWQ). The applicant is required to obtain pertinent permits or certification
from these regulatory agencies if construction of the project impacts waters of the United States
within the NCDOT right-of-way. The applicant is responsible for complying with any river or stream
Riparian Buffer Rule as regulated by the NCDWQ. The Rule regulates activity within a 50-foot
buffer along perennial streams, intermittent streams and ponds. Additional information can be
obtained by contacting the NCDWQ or the USACE.
37. The contractor shall not begin the construction until after the traffic control and erosion control
devices have been installed to the satisfaction of the Division Engineer or their agent.
38. The contractor shall perform all monitoring and record keeping and any required maintenance of
erosion and sediment control measures to maintain compliance with stormwater regulations.
Construction
General
39. An executed copy of the encroachment agreement, provisions and approved plans shall be present at
the construction site at all times. If safety or traffic conditions warrant such an action, NCDOT
reserves the right to further limit, restrict or suspend operations within the right of way.
40. The Encroaching Party and/or their Contractor shall comply with all OSHA requirements. If OSHA
visits the work area associated with this encroachment, the District Office shall be notified by the
encroaching party immediately if any violations are cited.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 6 of 14
41. Any REVISIONS marked in RED on the attached non -PE sealed plans shall be incorporated into and
made part of the approved encroachment agreement.
42. All disturbed areas are to be fully restored to current NCDOT minimum roadway standards or as
directed by the Division Engineer or their representative. Disturbed areas within NCDOT Right -of -
Way include, but not limited to, any excavation areas, pavement removal, drainage or other features.
43. The encroaching party shall notify the Division Engineer or their representative immediately in the
event any drainage structure is blocked, disturbed or damaged. All drainage structures disturbed,
damaged or blocked shall be restored to its original condition as directed by the Division Engineer or
their representative.
44. A minimum of 5 feet clearance is required for utility installations beneath or near drainage pipes,
headwalls, and a minimum of two -foot clearance below the flowline of streams. If directional
drilling, a minimum ten -foot clearance distance is required from drainage structures and a minimum
of 5 feet below flowline of streams.
45. At points where the utility is placed under existing storm drainage, the trench will be backfilled with
excavatable flowable fill up to the outside diameter of the existing pipe.
46. Unless specified otherwise, during non -working hours, equipment shall be located away from the job
site or parked as close to the right of way line as possible and be properly barricaded in order not to
have any equipment obstruction within the Clear Recovery Area. Also, during non -working hours, no
parking or material storage shall be allowed along the shoulders of any state -maintained roadway.
47. No access to the job site, parking or material storage shall be allowed along or from the Control of
Access Roadway.
48. Guardrail removed or damaged during construction shall be replaced or repaired to its original
condition, meeting current NCDOT standards or as directed by the Division Engineer or their
representative.
49. Right of Way monuments disturbed during construction shall be referenced by a registered Land
Surveyor and reset after construction.
50. All Traffic signs moved during construction shall be reinstalled as soon as possible to the satisfaction
of the Division Engineer or their representative.
51. Any utility markers, cabinets, pedestals, meter bases and services for meter reading required shall be
as close to the Right of Way line as possible. If it is not feasible to install at or near Right of Way
line, then written approval shall be obtained from NCDOT prior to installation.
52. Detection tape, where required by NCGS § 87-115 through § 87-130 of the Underground Utility
Safety and Damage Prevention Act, shall be buried in the trench approximately 1 foot above the
installed facility. Where conduit is installed in the right of way and is not of ferrous material, locating
tape or detection wire shall be installed with the conduit.
53. All driveways disturbed during construction shall be returned to a state comparable with the condition
of the driveways prior to construction.
54. Conformance with driveway permit review should be required in conjunction with this encroachment
agreement. In the event there is a conflict between the driveway permit and the encroachment
agreement, the District Engineer should resolve the conflict and notify the parties involved.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 7 of 14
55. If the approved method of construction is unsuccessful and other means are required, prior approval
must be obtained through the District Engineer before construction may continue.
Engineering
56. All traffic control, asphalt mixes, structures, construction, workmanship and construction methods,
and materials shall be in compliance with the most -recent versions of the following resources: ASTM
Standards, Manual on Uniform Traffic Control Devices, NCDOT Utilities Accommodations Manual,
NCDOT Standard Specifications for Roads and Structures, NCDOT Roadway Standard Drawings,
NCDOT Asphalt Quality Management System manual, and the approved plans.
57. Prior approval for any blasting must be obtained from the Division Engineer or their representative.
58. Regulator stations, metering stations, cathodic test stations, and anode beds are not permitted within
NCDOT right of way. Header wires are permitted.
59. Non -Utility Communication and Data Transmission installations (ground mounted type or Small Cell
pole -mounted type) must adhere to guidelines in the Utilities Accommodations Manual and, when
located within municipal jurisdictions, are subject to review and approval by municipal ordinances
and any additional municipal approval for proximity to historic districts and landmarks. All wiring
and related telecommunications work shall conform to the latest regulations by the Federal
Communications Commission.
60. All wiring and related electrical work shall conform to the latest edition of the National Electrical
Safety Code.
Location within R/W
61. All utility access points, such as manholes, vaults, handholes, splice boxes and junction boxes shall
be located as close to the right of way line as possible and shall not be placed in the ditch line, side
slopes of the ditches or in the pavement. All manholes, handholes, splice boxes, junction boxes and
vaults and covers shall be flush with the ground when located within the vehicle clear zone. Slack
loops for telecommunications in industry standard housing units shall be buried a minimum of 18
inches when buried or meet minimum NCDOT vertical and horizontal clearances when installed
aerially.
62. Fire Hydrants shall be of the breakaway type. Hydrants shall be placed near the right of way line. In
curb and gutter sections with written approval from the District, the hydrants may be placed at 6'
behind the back of the curb or minimum 2' back of sidewalk.
63. Luminaire and/or utility poles and guy wires shall be set as close to the Right of Way line as practical
and outside the Clear Zone in accordance with the latest version of the AASHTO Roadside Design
Guide (See corresponding attachment) or made breakaway in accordance with the requirements of
NCHRP Report 350. Any relocation of the utility poles from the original design due to Clear Zone
requirements shall require a re -submittal for the utility design.
64. Luminaire and/or utility poles shall be set a minimum of 5'-6" behind face of any guardrail or
otherwise sufficiently protected. However, standard placement may be reduced to 3'-6" behind face
of guardrail when posts are spaced 3'-1 '/2", or where speed limit is less than 55 MPH.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 8 of 14
65. Hot box (aka ASSE 1060) or Safe-T-Cover type enclosures covering utility main pipe joints,
backflow preventers, valves, vent pipes, cross connections, pumps, grinders, irrigation assemblies,
transformers, generators, and other similar large appurtenances shall be located outside sight distance
triangles and off of the NCDOT Right -of -Way.
66. Sprinkler heads shall be located a minimum of 10 feet from the edge of pavement, edge of shoulder,
or back of curb whichever is greater and shall be directed so that water does not spray or drain on the
roadway surface, sidewalk, or passing vehicles at any time. Upon completion of the installation and
prior to activation of the system, the Encroacher shall contact the District Engineer to schedule a test
of the system to verify the spray pattern. Sprinkler systems shall not be operated during periods of
high wind or freezing weather, or to the extent that the subgrade adjacent to the pavement structure
becomes saturated. NCDOT reserves the right to require immediate termination and removal of any
sprinkler system which in its judgement and opinion adversely affects safety, maintenance, or
operation of the roadway.
Excavation
67. Excavation material shall not be placed on pavement.
68. It is the responsibility of the encroaching party or their contractor to prevent any mud/dirt from
tracking onto the roadway. Any dirt which may collect on the roadway pavement from equipment
and/or truck traffic on site shall be immediately removed to avoid any unsafe traffic conditions.
69. The utility shall be installed within 5 feet of the right of way line and outside the 5-foot minimum
from travel lane plus theoretical 2:1 slope from the edge of pavement to the bottom of the nearest
excavation wall for temporary shoring. If the 2:1 slope plus 5 feet requirement above is met for
traffic, then temporary shoring is typically only necessary to protect roadways from damage
when a theoretical 1:1 slope from the edge of pavement intersects the nearest excavation
wall. This rule of thumb should be used with caution and does not apply to all subsurface
conditions, surcharge loadings and excavation geometries. Situations where this 1:1 slope is
not recommended include groundwater depth is above bottom of excavation or excavation is
deeper than 10 feet or in Type B or C soils as defined by OSHA Technical Manual.
Temporary shoring may be avoided by locating trenches, bore pits, and other excavations far
enough away from the open travel lane, edge of pavement and any existing structure,
support, utility, property, etc. to be protected. Temporary shoring is required when a
theoretical 2:1 slope from the bottom of excavation will intersect the existing ground line less
than 5 feet from the outside edge of an open travel lane as shown in the figure below or when
a theoretical 2:1 slope from the bottom of excavation will intersect any existing structure,
support, utility, property, etc. to be protected.
Open Travel
14 Lane j 5 ft Existing Ground
min Line
Theoretical Edge of
Pavement
2:1 (H:V) / V I Bottom of
Slope H •.Excavation

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 9 of 14
Temporary shoring shall be designed and constructed in accordance with current NCDOT
Standard Temporary Shoring provisions (refer to
https://connect.ncdot.gov/resources/Specifications/Pages/2018-Specifications-and-
Special-Provisions.aspx and see SP11 R002).
a. Temporary excavation shoring, such as sheet piling, shall be installed. The design of the
shoring shall include the effects of traffic loads. The shoring system shall be designed and
sealed by a licensed North Carolina Professional Engineer. Shoring plans and design
calculations shall be submitted to the Division Engineer for review and approval prior to
construction. (See NCDOT Utilities Accommodations Manual for more information on
requirements for shoring plans and design calculations.) Trench boxes shall not be accepted
as temporary shoring and will not be approved for use in instances where shoring is
required to protect the highway, drainage structure, and/or supporting pavement or
structure foundation.
b. All trench excavation inside the limits of the theoretical one-to-one slope, as defined by the
policy, shall be completely backfilled and compacted at the end of each construction day. No
portion of the trench shall be left open overnight. Any excavation that is not backfilled by the
end of the workday must address any safety and traveling public concerns including
accommodations for bicycles, pedestrians and persons with disabilities.
c. The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be
backfilled in accordance with Section 300-7 of the latest NCDOT Standard Specifications for
Roads and Structures, which basically requires the backfill material to be placed in layers not
to exceed 6 inches loose and compacted to at least 95% of the density obtained by
compacting a sample in accordance with AASHTO T99 as modified by DOT.
d. At the discretion of the Division Engineer, a qualified NCDOT inspector shall be on the site
at all times during construction. The encroaching party shall reimburse NCDOT for the cost
of providing the inspector. If NCDOT cannot supply an inspector, the encroaching party (not
the utility contractor) should make arrangements to have a qualified inspector, under the
supervision of a licensed North Carolina Professional Engineer, on the site at all times. The
Professional Registered Engineer shall certify that the utility was installed in accordance with
the encroachment agreement and that the backfill material meets the Statewide Borrow
Criteria.
e. The length of parallel excavation shall be limited to the length necessary to install and
backfill one joint of pipe at a time, not to exceed twenty-five (25) feet.
70. All material to a depth of 8 inches below the finished surface of the subgrade shall be compacted to a
density equal to at least 100% of that obtained by compacting a sample of the material in accordance
with AASHTO T99 as modified by the Department. The subgrade shall be compacted at a moisture
content which is approximately that required to produce the maximum density indicated by the above
test method. The contractor shall dry or add moisture to the subgrade when required to provide a
uniformly compacted and acceptable subgrade. The option to backfill any trenches with dirt or either
#57 stone or #78 stone with consolidation with a plate tamp and without a conventional density test
may be pursued with the written consent of the District Engineer. If this option is exercised, then
roadway ABC stone and asphalt repair as required will also be specified by the District Engineer.
Directional bore
71. Boring equipment will be provided of a type and size to facilitate boring in the local geologic
conditions and shall be able to facilitate the encroachment work.
72. When Horizontal Directional Drilling (HDD) is used, the following stipulations apply:
a. Use drilling fluids as appropriate for the type soils but use of water alone is prohibited. Pump
drilling fluids only while drilling or reaming. Directional boring using jetting with a
Bentonite (or equivalent material) slurry is recommended. Monitor flow rates to match the

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 10 of 14
amount leaving the bore hole and do not increase pressure or flow to free stuck drill heads,
reamers or piping. Open cutting to retrieve stuck drill heads is not allowed without prior
permission from the District Engineer.
b. The minimum depth shall adhere to the table below for transverse (under non -controlled
access, partial controlled access, or limited controlled access roadway) installations and refers
to maximum diameter of hole drilled and not the dimension of the carrier or encasement pipe.
Diameter of Drilled Hole
(Backream)
2" to 6"
Minimum Depth of Cover
5 feet
>6" to 15" 12 times hole diameter (e.g. 6-inch hole means 6 feet
minimum depth)
>15" to 36" 15 feet or greater
c. Under fully controlled access roadway installations, the minimum depth for transverse
crossings shall be 15 feet under any pavement (ramps or thru lanes)
d. An overbore (backream diameter) shall not be more than 1.5 times the outside diameter of the
pipe or encasement under any highway for pipes 12 inches in diameter or less. For pipes with
outer diameter larger than 12 inches, the overbore may be no larger than outer diameter of
pipe plus 6 inches. An overbore exceeding 1.5 times greater than the outside diameter of the
pipe or encasement may be considered if the encroachment agreement includes a statement
signed and sealed by a licensed North Carolina Professional Engineer indicating that an
overbore in excess of 1.5 times the outside diameter of the pipe or encasement will
appropriately arch and no damage will be done to the pavement or sub -grade.
e. Directional boring is allowed beneath embankment material in naturally occurring soil.
f. Any parallel installation utilizing the directional boring method shall be made at a minimum
depth of three (3') feet (cover) below the ground surface and outside the theoretical 1:1 slope
from the existing edge of pavement except where the parallel installation crosses a paved
roadway.
g. All directional bores shall maintain ten (10) feet minimum (clear) distance from the nearest
part of any structure, including but not limited to bridges, footings, pipe culverts or box
culverts. Directional bores are not allowed beneath bridge footings, culvert wingwall
footings, slope protection or retaining walls.
h. The tip of the drill string shall have a cutter head.
i. Detection wire shall be installed with non-ferrous material.
j. HDPE pipe installed by directional boring shall not be connected to existing pipe or fittings
for one (1) week from the time of installation to allow tensional stresses to relax.
Aerial clearances
73. Vertical clearance of overhead power and communication lines shall meet the National Electrical
Safety Code requirements except the minimum vertical clearance shall be 18' for crossings over
NCDOT roadways (24' over Fully Controlled Access roadways) and 16' for parallel installations.
74. In relation to the bridge, the utility line shall be located with minimum clearances as indicated on the
attachment for NCDOT Required Clearances for Aerial Installations by Encroachment Near
Bridge Structures.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 11 of 14
Pavement Detail and Repair
75. The paving of this roadway shall be in accordance with the latest version of NCDOT Standard
Specifications, Sections 610, 1012 and 1020. The Contractor shall follow all procedures of the
Quality Management System (QMS) for asphalt pavement - Maintenance Version (see
http s ://c onnect. ncdot. gov/resources/Materials/MaterialsResources/2018%20QMS%20Asphal
t%20Manual.pdf). The Contractor must adhere to all testing requirements and quality control
requirements specified.
76. When paving beyond utility installation is involved, a Roadway certification report sealed by a
Professional Engineer shall be submitted to the District Engineer's office indicating the following:
• Pavement thickness by type
• Pavement density, core and/or test locations
• Base thickness
• Base density
• Subgrade density
Test frequency and method shall be in conformance with the NCDOT Materials and Tests Manual.
Test must be performed by a Certified Technician including name and Certification number on report.
77. The minimum pavement design for pavement repair shall be according to NCDOT Standard Drawing
654.01
(https://connect.ncdot.gov/resources/Specifications/2018 StandardRdwyDrawings/Division%2006%2
0Asphalt%20Bases%20and%20Pavements.pdf) and shall include a mechanical overlay extent to be a
minimum of 25 feet each side of the pavement repair area OR as directed by the District Engineer.
78. Pavement cuts shall be repaired the same day the cuts are made unless an asphalt patch cannot be
accomplished the same day due to material availability or time restrictions. When the asphalt patch is
not feasible, the following apply:
a. The pavement cut shall be filled to the surface with ABC stone or Flowable Fill per
NCDOT's Standards and Specifications.
b. Once the cut is filled, a minimum 3/4-inch steel plate shall be placed and pinned to prevent
moving. Plates shall be designed large enough to span a minimum of 1-foot on all sides on
the pavement cut.
c. When flowable fill is used, it shall cure for 24 hours prior to any asphalt material placement.
Flowable fill bleed water shall not be present during paving operations. Paving shall not
cause damage (shoving, distortion, pumping, etc.) to the flowable fill.
d. Install and leave "BUMP" signs according to MUTCD until the steel plate has been removed.
Once the flowable fill has cured, remove the steel plate, and mill/fill according to the
directions of the District Engineer.
e. All pavement cuts must be sealed with NCDOT approved sealant to prevent future pavement
separation or cracking.
79. Any pavement damaged because of settlement of the pavement or damaged by equipment used to
perform encroachment work, shall be re -surfaced to the satisfaction of the District Engineer. This
may include the removal of pavement and a 50' mechanical overlay. All pavement work and
pavement markings (temporary and final) are the responsibility of the Encroaching Party.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 12 of 14
Post Construction
Close out/ Inspection
80. The Encroaching party shall notify the District Engineer's office within 2 business days after
construction is complete. The District Engineer may perform a construction inspection. Any
deficiencies may be noted and reported to the encroaching party to make immediate repairs or resolve
any issues to restore the right-of-way to a similar condition prior to construction, including pavement,
signage, traffic signals, pavement markings, drainage, structures/pipes, or other highway design
features.
81. At the discretion of the District Engineer, a final inspection report may be provided to the
encroaching party upon satisfactory completion of the work.
82. A written acknowledgement of the completed work by the District Engineer's office begins the one-
year warranty period associated with the performance bond.
83. If the actual construction differs from the approved plans associated with this encroachment, a copy
of "as -built" plans shall be submitted to the District Engineer's office in a PDF format and in a
current ESRI GIS format within 4 weeks of construction.

s•
E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County Town of Pittsboro Page 13 of 14
Roadside Design Guide
Attachment for Clear Zone Guidelines from AASHTO
Clear - Zone Table
TABLE 3.1 (Cont'd)
[U.S. Customary Units
DESIGN
SPEED
DESIGNFORESLOPES
ADT
BACKSLOPES
I V:6H
or flatter
I V:511TO
1 V:411
I V:3H
1 V:311
I V:5H TO
I V:4H
IV 611
or flatter
40mph
UNDER750
7-10
7-10
'•
7-10
7-10
7-10
or
750-1500
10-12
12-14
•'
10-12
10-12
10-12
iesti
1500-6000
12-14
14-16
••
12-14
12-14
12 14
OVER6000
14- 15
16 18
••
14 16
14-16
14- 16
45-50
UNDER 750
10 --12
12 -14
••
8 -10
8 - 10
10-12
mph
750-1500
14-16
16-20
••
10-12
12-14
14-16
1500-6000
16-18
20-26
••
12-14
14-16
16-18
OVER6000
20 -22
24-28
••
14-16
18-20
20-22
55 mph
UNDER 750
12-11
14-18
••
8-10
10- 12
10-12
750-1500
16-18
20 -24
••
10-12
14-16
16-18
1500-6000
20-22
24-3(1
••
14-16
16-18
20-22
OVER6000
22-24
26-32'
"
16- 18
20-22
22-24
60mph
UNDER750
16-18
20-24
•1"
10-12
12-14
14-16
750-1500
20-24
26-32'
••
12-14
16-18
20-22
1500-6000
26-30
32-40'
••
14-18
18-22
24-26
OVER6000
30-32'
36-44'
'•
20-22
24-26
26-28
65-70
UNDER750
18--20
20-26
••
10-12
14-16
14-16
mph
750 -1500
24-26
28 36•
••
12-16
18-20
20•-22
1500 6000
28 32 •
34 - 42'
••
16 -20
22 - 24
26 -28
OVER6000
30-34•
38-46'
'•
22-24
26-30
28-30
• Where a site specific investigation indicates a high probability of continuing crashes, or such occurrences are ind•.cated by crash
history, thc designer may provide clear -zone distances greater than the clear -zone shown in Table 3.1. Clear zones may be limited to
3U ft for practicality and to provide a consistent roadway template if previous experience with similar projects or designs indicates
satisfactory performance.
Since recovery is less likely on the unshielded, traversable 1 V:311 slopes, fixed objects should not be present in the vicinity of the toe
of these slopes. Recovery of high-speed vehicles that encroach beyond the edge of thc shoulder may he expected to occur beyond the
toe of slope. Determination of the width of the recovery area at the toe of slope should take into consideration tight -of -way
availability, environmental concerns, economic factors, safety needs, and crash histories. Also, the distance between the edge of the
through traveled lane and the beginning of the IV:3H slope should influence the recovery area provided at the toe of slope. While the
application may be limited by several factors, the foreslope parameters which may enter into determining a maximum desirable
recovery area are illustrated in Figure 3.2.

E081-019-21-00193 ENCROACHMENT SPECIAL PROVISONS
Chatham County
Town of Pittsboro Page 14 of 14
NCDOT Required Clearances for Aerial Installations Near Bridge Structures
NOT
TO
SCALE
♦
Any variation to this detail must be
approved by the Division Engineer
and/or State Utilities Manager.
Published by NCDOT Utilities Unit
June 2020
**Minimum
sag clearance
height (See
Note 2)
Bridge Rail
(design varies)
v
Bridge Deck
Utility Pole (Typical -Power
and/or Telecommunications)
Varies
Horizontal
Clearance to
wire nearest
bridge***
Minimum =
8 Feet + Table 'A'
for power OR
telecommunications.
Any exception must
be coordinated with
Division Bridge
personnel prior to
**See
Note
2
Table A — Minimum Horizontal Clearance Distances to POWER Lines
(from OSHA]
VOLTAGE
(nominal, kV, alternating
current)
MINIMUM CLEARANCE
(feet)
Up to 50
10
Over 50 to 200
15
Over 200 to 350
20
Over 350 to 500
25
Over 500 to 750
35
Over 750 to 1000
45
Over 1000
As established by the utility
owner/operator or registered
professional engineer who is a qualified
person with respect to electrical power
transmission and distribution
7
7
v
Energized Phase
Conductor
tZ
Power Lines (Typical)*
Neutral Conductor
(Varies in location attached to
pole)*
Telecommunications line(s)
mounted below any power line OR
on dedicated telecommunication
poles without power lines*
*Note 1: Aerial lines extending to
next pole with lowest elevation at sag
point. Aerial lines drawn as 3-D
effect to represent typical minimum
parallel installation to bridge.
Top of bridge deck extended
♦
•
Distance varies
to ground
where pole is
installed
**Note 2- MINIMUN SAG CLEARANCE
HEIGHT is 25 feet (applies to
telecommunications AND power).
* * *Note 3: HORIZONTAL CLEARANCE EXCEPTION. If vertical sag clearance height for power above bridge deck is >_
45 feet AND voltage is <_ 350kV, then Minimum Horizontal Clearance may be reduced to 3 feet. Any telecommunications
attachment to power pole allowed in this exception must have a minimum 25 feet sag clearance height above bridge deck.

STATE OF NORTH CAROLINA
ROUTE CHATHAM PARKWAY ISR.27001;SUTTLES Ro(St PROJECT VILLAGE SOUTH PUMP STATION & UTILITIES COUNTY OF CHATHAM
DEPARTMENT OF TRANSPORTATION
-AND-
CHATHAM PARK INVESTORS LLC
105 WESTON ESTATES WAY, CARY, NC 27513
-AND-
TOWN OF PITTSBORO
635 EAST STREET, PITTSBORO, NC 27312
THREE PARTY RIGHT OF WAY
ENCROACHMENT AGREEMENT ON
PRIMARY AND SECONDARY SYSTEM
THIS AGREEMENT, made and entered into this the 23 day of Feb. , 20 22 , by and between the Department
of Transportation, party of the first part; and CHATHAM PARK INVESTORS LLC
party of the second part; and TOWN OF PITTSBORO
WITNESSETH
party of the third part,
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(s) 2700 (CHATHAM PARKWAY) AND 1809 (SUTTLES RD) , located IN CHATHAM PARK DEVELOPMENT IN TOWN OF PITTSBORO NEAR
US HWY 64
with the construction and/or erection of: Approximately 1,000 LF of 6-inch PVC force main, 2,400 LF of 12-inch PVC water line, and 1,950 LF of 6-inch PVC
reclaimed water along R/W of Suttles Rd and Chatham Parkway. Construction includes (5) bore and jack locations - (3) to extend reclaimed water or water service across Chatharr
Parkway, (1) force main crossing of Chatham Parkway, and (1) water line crossing of Suttles Rd.
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of
the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the
right of way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right
and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit:
That the installation, operation, and maintenance of the above described facility will be accomplished in accordance with the party of
the first part's latest UTILITIES ACCOMMODATIONS MANUAL, and such revisions and amendments thereto as may be in effect at the
date of this agreement. Information as to these policies and procedures may be obtained from the Division Engineer or State Utilities
Manager of the party of the first part.
That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such safe and proper
condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance
thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures
necessary due to installation and existence of the facilities of the party of the second part, and if at any time the party of the first part shall
require the removal of or changes in the location of the said facilities, that the said party of the second part binds himself, his successors
and assigns, to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to the party of the
first part.
That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal lights,
flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Devices
for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained
from the Division Engineer of the party of the first.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages and
claims for damage that may arise by reason of the installation and maintenance of this encroachment.
That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction of the
Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during
construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable rules and regulations
of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and with ordinances
and regulations of various counties, municipalities and other official agencies relating to pollution prevention and control. When any
installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the second part agrees to
remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the
first part.
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the
Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the construction site, at all times during construction, a copy of this
agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to stop all work unless
evidence of approval can be shown.
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part
agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed.
Unless specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will
not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part reserves
the right to stop all work until the facility has been brought into compliance or removed from the right of way at no cost to the party of the
first part.
That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein is not
begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the
second part from the party of the first part.
FORM R/W 16.6
Rev. February 2021

During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as
the "contractor"), agrees as follows:
a. Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally -
assisted programs of the U. S. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be
amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and
made a part of this contract.
b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the
grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials
and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by
Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B
of the Regulations.
c. Solicitations for Subcontracts. including Procurements of Materials and Equipment: In all solicitations either by competitive
bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of
materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the
contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or
national origin.
d. Information and Reports: The contractor shall provide all information and reports required by the Regulations, or directives
issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its
facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertinent
to ascertain compliance with such Regulations or directives. Where any information required of a contractor is in the
exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the
Department of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has
made to obtain the information.
e. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this
contract, the Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration
may determine to be appropriate, including, but not limited to,
(1) withholding of payments to the contractor under the contract until the contractor complies, and/or
(2) cancellation, termination or suspension of the contract, in whole or in part.
f. Incorporation of Provisions: The contractor shall include the provisions of paragraphs "a" through 1" in every subcontract,
including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued
pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department
of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including
sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with,
litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of
Transportation to enter into such litigation to protect the interests of the State, and, in addition, the contractor may request
the United States to enter into such litigation to protect the interests of the United States.
That when title to the subject that constitutes the aforesaid encroachment passes from the party of the second part
and vests in the party of the third part, the party of the third part agrees to assume all responsibilities and rights and to
perform all obligations as agreed to herein by the party of the second part.
R/W (166) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
R/W (166) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and
year first above written.
WITNESS:
\IF ACC 01-64-Thico1?�7._.e 4fS 4.L.C.
WITNESS:
Pica
DEPARTMENT OF TRANSPORTATION
1-DocuSigned by:
BY: ic. J M.hIIyht.
For: '-746DFD671EFMD'VISION ENGINEER
Tim Smith, Owner/Manager
Chatham Park Investors LLC
105 Weston Estates Way, Cary, NC 27513
Second Party
Kent Jackson, Town Engineer
Town Of Pittsboro, NC
635 East Street, Pittsboro, NC 27312
Third Party

Workforce Safety Plan: COVID-19 NCDOT Encroachment ID#: E081-019-21-00193
WORKFORCE SAFETY PLAN
FOR ENCROACHMENT ACTIVITIES: COVID-19
EFFORTS THE N.C. TRANSPORTATION INDUSTRY IS TAKING TO STOP THE SPREAD OF COVID-19
The North Carolina Department of Transportation (NCDOT) and their partners expect all parties involved in
the delivery of transportation projects to abide by the guidelines issued from the Centers for Disease
Control and Prevention (CDC) and the North Carolina Department of Health and Human Services (NCDHHS).
Response to COVID-19 is rapidly evolving; new information and guidelines may be issued from the CDC,
NCDHHS, or other state or federal agencies. NCDOT and their partners should review the current CDC and
NCDHHS guidance, including the resources listed at the end of this document, for up-to-date information
on how to respond to COVID-19. Additional guidelines may be issued by state or federal agencies that
should be followed in addition to the guidance included in this document.
Though certain Americans with Disabilities Act (ADA) requirements have been relaxed in response to the
pandemic, employers must still maintain all information about employee illness as a confidential medical
record in compliance with the ADA. If an employee is suspected of having or tests positive for COVID-19, it
is essential that management keep the identity of the employee and details related to the employee's
health confidential.
Below are precautions required by NCDOT and from encroaching parties and their contractors performing
construction within NCDOT Rights of Way. The term employee refers to any person on a job site within
NCDOT right of way for the purpose of constructing or inspecting the work related to construction of a
facility under an approved encroachment agreement and where that employee may or may not be under
employment by or under contract to NCDOT.
EMPLOYEE WELLNESS
• If an employee has not yet reported to work and develops any COVID-19 symptoms (i.e. fever,
coughing, or shortness of breath) — STAY HOME and immediately:
o Call a health care provider
o Self -Isolate
o Communicate with your supervisor
o Remain calm and follow all instructions from your health care provider
• Employees who appear to have acute respiratory illness symptoms (i.e. cough, shortness of breath)
upon arrival to work, or become sick during the day, should be separated from others and sent
home immediately. The potentially affected employees should immediately follow the steps
outlined above, which includes immediately contacting a health care provider.
• Should an employee show symptoms of acute respiratory illness or be diagnosed with COVID-19, all
other employees who have worked in close proximity to the affected employee during the last 14
Updated: 4/11/2020 Page 1

Workforce Safety Plan: COVID-19
NCDOT Encroachment ID#: E081-019-21-00193
days and all encroachment points of contact indicated at the end of this plan should be notified of
potential exposure to the disease without identifying the affected employee.
• Consideration should be given to employees at "High Risk" of severe illness from COVID-19, who,
per NCDHHS, include employees:
o Over 65 years of age, OR
o With underlying health conditions including heart disease, lung disease, or diabetes, OR
o With weakened immune system
• "High Risk" Employees should be given the opportunity to discuss alternate work
arrangements/duties with their employer or take leave according to their company policies.
• For guidance on confirmed positive tests for COVID-19, refer to the most recent version of the
"COVID-19 Guidance for Employees on Encroachment Job Sites within NCDOT Right of Way"
located on last page of this plan.
PERSONAL HYGIENE
• Clean hands often by washing with soap and water for 20 seconds. If soap and water are not
available and hands are not visibly dirty, an alcohol -based hand sanitizer that contains 60%-95%
alcohol may be used.
• Avoid touching your eyes, nose, mouth, or other parts of your face.
• Do not breathe, cough, or sneeze on another person or into the open air. Employees should cover
their noses and mouth with a tissue when coughing or sneezing (or an elbow or shoulder if no
tissue is available).
• A facemask for covering nose and mouth is encouraged on the job site.
• Appropriate gloves are encouraged while performing functions of the job.
CLEANING/DISINFECTING
• Wash stations and/or hand sanitizer are encouraged on each project site.
• Appropriate cleaning staff should clean frequently touched surfaces and objects with disinfectants
at a minimum of once per day.
o Office/buildings: door knobs, Tight switches, phones, computers/keyboards, copy machines,
elevator buttons, toilets, faucets, sinks, countertops, paper towel dispensers, desktops,
handrails, folders, vending machines, counters, tables, cabinets/knobs, etc.
o Shop Yard/Jobslte: vehicle/equipment door handles, keys, gear shifts, steering
wheel/operator controls and levers, fuel pump dispensers, touch points on machinery, etc.
o Electronic equipment: cell phones, computers, keyboards, etc.
• Appropriate cleaning staff should sanitize/disinfect facilities and work areas after persons
suspected/confirmed to have COVID-19 have been in the facility or work area.
Updated: 4/11/2020 Page 2

Workforce Safety Plan: COVID-19
NCDOT Encroachment ID: E081-019-21-00193
GENERAL
o It is recommended to close off access to areas used by the ill persons and wait as long as
practical, 24 hours if possible, before beginning cleaning and disinfection to minimize
potential for exposure to respiratory droplets. Open outside doors and windows to increase
air circulation in the area if possible.
o Appropriate cleaning staff should clean and disinfect all areas used by the ill persons,
focusing especially on frequently touched surfaces.
• Increase communication measures between all parties regarding schedule, daily activities, etc. to
reduce/minimize worker exposure in accordance with but not limited to the requirements below.
• Minimize on -site personnel such as subcontractors, work crews, QC personnel, and inspection staff
to those required for that day's activities. If work is postponed or cancelled, immediately notify
appropriate parties.
• Practice "Social Distancing" whenever feasible. Social Distancing is designed to limit the spread of a
disease by reducing the opportunities for close contact between people. All personnel have the
responsibility to remind each other to stay 6 feet or more apart. Examples of Social Distancing
include:
o Reducing face-to-face exposure by using conference calls and video conferencing
■ If an in -person meeting is absolutely required and cannot be rescheduled or
attended remotely, the meeting is limited to a maximum of 10 people while
maintaining Social Distancing of 6 feet or more.
o Avoiding unnecessary travel
• Do not congregate at lunch or breaks. Bringing your lunch is encouraged.
• No communal coolers or drink stations are allowed. Supervisors should confirm with employees
prior to beginning work for appropriate hydration and nutrition availability to employees for the
duration of the employee's shift and without direct contact with others on the job site.
• First line of communication should be by phone, rather than in -person.
• Do not shake hands.
• Do not share iPads, tablets, pens, or clipboards for signing or any other purpose. Take pictures as
proof of attendance at meetings.
• Sharing of Personal Protective Equipment (PPE) is strictly prohibited.
• Vehicles, equipment, and tools
o Limit the number of people riding in a vehicle together.
o Wipe down and disinfect vehicles after each trip.
o As much as possible, do not share tools or equipment. If a tool or piece of equipment must
be shared, the parts of it that are touched should be sanitized between uses.
Updated: 4/11/2020 Page 3

Workforce Safety Plan: COVID-19
NCDOT Encroachment ID#: E081-019 21-00193
RETURN TO WORK
• The following criteria must be followed for an employee who is tested for Covid-19, or asked to
self -quarantine by health officials, or has contact with another employee with a positive test result
to return to work:
o at least a 14-day quarantine; OR
o release by a health care provider.
• In accordance with CDC guidance, the following criteria must be followed for an employee with a
positive test result to return to work:
o at least 14 days from positive test notification; AND
o at least 3 days (72 hours) have passed since recovery defined as resolution of fever without
the use of fever -reducing medications and improvement in respiratory symptoms (e.g.,
cough, shortness of breath); AND
o at least 7 days have passed since symptoms first appeared.
NCDOT may require certification of fitness to work from a health care provider.
ADDITIONAL RESOURCES
NCDOT and their partners should review the CDC and NCDHHS resources listed below for up-to-date
information on how to respond to COVID-19. Additional guidelines may be issued by state or federal
agencies that should be followed in addition to the guidelines included in this document.
• NCDHHS COVID-19 Resources:
o https://www.ncdhhs.gov/divisions/public-health/coronavirus-disease-2019-covid-l9-
response-north-carolina
• NCOSHR Communicable Disease Emergency Policy
o https://oshr.nc.gov/policies-forms/workplace-wellness/communicable-disease-emergency
• OSHA Guidance on Preparing Workplaces for COVID-19
o https://www.osha.gov/Publications/OSHA3990.pdf
• CDC COVID-19 Resources:
o https://www.cdc.gov/coronavirus/2019-ncov/index.html
AGREEMENT
The encroaching party shall adhere to the requirements of this plan in order to continue work under their
approved encroachment agreement. Violations to this plan could result in the violating entity not being
allowed to continue work or all work ceasing as determined by the NCDOT District Engineer or Resident
Engineer.
PROJECT POINTS OF CONTACT
Updated: 4/11/2020 Page 4

Workforce Safety Plan: COVID-19
NCDOT Encroachment ID#:E081 019 21 00193
NCDOT
Docusigned by:
Nanne:_lj�1btAnt, District
746DFD671 EFA474...
Phone #: [phone]
Supervisor
Encroaching Part P imary Contac )
Signature: ;i _ ._ ��,.►�..
Name: -'' .% , /2Zrok.�`�k
Phone #: ' - - 30°D
Primary Contractor to Encroaching Party
(Point of Contact)
Signature:
Name: Contractor TBD After Bid
Phone #:
Updated: 4/11/2020
Page 5

Joint Workforce Safety Plan: COVID-19
s•
a a a -0 0
feo '` a re
3 o 0 rt.
b 7
A
Two or more
Persons
Removed from
Contact
- I
it
Secondary
Contact
Direct Contact
Interaction with an
infected person
within 6' and longer
than 10 minutes
Employee
IRelationship to
Confirmed
POSITIVE Test
COVID-19 Guidance for Employees on Encroachment Job sites within NCDOT Right of Way
Encroaching Party or Contract crew
member on job site tests POSITIVE
NCDOT employee / agent tests
POSITIVE
D40 ir
Do
0
DIPF O
C
DO +
..„
5
Do _.<
O
C
Dlkif
<
Do C
DO IF -<
o
Encroaching party representative or Contractor point of contact notifies appropriate NCDOT District Engineer or Resident
Engineer and all other Contractors, Sub -Contractors and Suppliers with exposed Employees
NCDOT notifies CDC, and as appropriate, FHWA and any Consultant Firms working for NCDOT
NCDOT District Engineer/Resident Engineer notifies Encroaching Party's primary point of contact and Contractor Point of
Contact, CDC and, if Resident Engineer has oversight for the job site, FHWA any Consultant Firms working for NCDOT
Encroaching party representative notifies other Contractors, Sub -Contractors and Suppliers with exposed Employees
Continue hygiene & disinfecting measures Continue hygiene & disinfecting measures
You may continue onsite work or follow
your company policy
Continue hygiene & disinfecting measures
Self -quarantine for 14 days
Notify your supervisor
Self -quarantine for 14 days
What YOU Should Do
CONTACT GROUP
Continue hygiene & disinfecting measures
Advise of POSITIVE test without identifying
the affected employee'
Crew may continue onsite work or follow
their company policy
Continue hygiene & disinfecting measures
Advise of POSITIVE test without identifying
the affected employee'
Directly exposed crew self -quarantine for 14
days
Continue hygiene & disinfecting measures
What your CREW Should Do
Exposure within 6' and longer than 10 minutes
Continue hygiene & disinfecting measures
Continue hygiene & disinfecting measures
Advise of POSITIVE test `
Continue hygiene & disinfecting measures
Advise of POSITIVE test without identifying the
affected employee"
Site personnel without direct contact may
continue onsite work or follow their company
policy
Continue hygiene & disinfecting measures
What PROJECT SITE Personnel
Should Do
No exposure within 6' and longer than 10 minutes
OZOZ'Ir ludy:paaopdn

ATTACHMENT FORM
NOTIFICATION FOR UTILITY / NON -UTILITY ENCROACHMENT WITHIN NCDOT R/W
Instructions for use:
This form must be completed in its entirety and submitted directly to the designated personnel in the District Engineer's
office via email, fax or hand delivery a minimum of one week prior to construction for the encroachment. If the
designated NCDOT personnel names are unknown by the person completing this form, please contact the District
Engineer's office to determine that contact info.
Date:
2/23/2022
Submitted by Name: F. D. Owens
To: District Personnel Name:
District Personnel Email:
District Fax No.:
Mickey Pate
[e-mail]
This notification is to inform you that we (encroaching party or their contractor) will begin construction
work on the following project in a minimum of one week.
Encroachment number
(assigned by NCDOT) for the project: E081-019-21-00193
Construction start date:
Approximate ending date:
Contact NCDOT inspector a minimum of 72 hrs. in advance to set-up Preconstruction meeting in the
District Engineer's office or other location as directed by the District Engineer
Preconstruction meeting date & time:
Preconstruction meeting address:
Type of project: Water
[Examples: power, telecommunication, water, sewer, gas, petroleum, other (describe)]
Contact Info for this project:
Contractor Company Name:
Contractor Contact Name:
Contractor Phone Number:
Contractor Email:
NCDOT Utility Inspector Name:
F. D. Owens
NCDOT Utility Inspector Phone:
336-318-4000
NCDOT Utility Inspector Email.
[e-mail]
NCDOT Utility Project Manager Name:
Mickey Pate
NCDOT Utility Project Manager Phone:
336-318-4000
NCDOT Utility Project Manager Email:
[e-mail]

r
CHATHAM PARK
VILLAGE SOUTH PUMP STATION AND UTILITIES
PROJECT NO. 01561-0015
NOVEMBER 2021
FINAL DESIGN -TOWN OF PITTSBORO REVIEW -NOT FOR CONSTRUCTION
NORTH
QPark
Mary Hayes Barber
Holmes
PROJECT SITE
0
s4.
9 9 Sof Fom&Ilk MuseuArtm' L
VICINITY MAP
NOT TO SCALE
PROJECT NAME: VILLAGE SOUTH PUMP STATION AND UTILITIES
OWNER/DEVELOPER:
CHATHAM PARK INVESTORS
100 WESTON ESTATES WAY
CARY, NC 27513
EMAIL
..#""7 CHATHAM PARK
..
t - Many Choices. One Place.
v v/1VIcrIQM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606-2689
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROJECT INFORMATION
SITE MAP
NOT TO SCALE
r
SHEET INDEX
SHEET NUMBER SHEET TITLE
GENERAL
000.0 COVER SHEET
000.1 GENERAL NOTES
G00.2 CIVIL- MECHANICAL LEAD SHEET
G00.3 SHEET INDEX MAPS
CIVIL SITE
C00.0 SITE PLAN - GRADING PLAN
CIVIL: Sanitary Sewer Outfall
C1 STA. 1+00 - STA. 11+18
CIVIL: ForceMain
C2 STA. 1+00 - STA. 15+00
C3 STA. 15+00 - STA. 25+46
CIVIL: Waterline
C4 STA. 1+00 - STA. 14+65
C5 STA. 14+65 - STA. 25+02
CIVIL: Reclaimed Water
C6 STA. 1+00 - STA. 13+24
C7 STA. 13+24 - STA. 21+11
MECHANICAL
M00.0 PUMP STATION OVERALL PLAN
MOO PUMP STATION ENLARGED PLAN AND SECTIONS
STRUCTURAL
S00.0 GENERAL NOTES, DESIGN LOADS, DESIGN CRITERIA & LEGEND
S10.0 GENERATOR & ODOR CONTROL SUPPT. SLAB PLANS, SECTIONS & DETAILS
ELECTRICAL
E00.0 GENERAL NOTES LEGENDS AND ABBREVIATIONS
E00.1 TYPICAL POWER AND CONTROL SYMBOLS
E01.0 POWER AND CONTROL DIAGRAM 1 OF 2
E01.1 POWER AND CONTROL DIAGRAM 2 OF 2
E02.0 PANEL SCHEDULES AND LOAD TABLE
E03.0 TYPICAL INSTALLATION DETAILS
E03.1 EQUIPMENT RACK INSTALLATION DETAILS
E10.0 PUMP STATION POWER AND GROUNDING PLAN
DETAILS
D00.0 TOWN OF PITTSBORO STD SEWER AND RECLAIMED WATER DETAILS
D00.1 TOWN OF PITTSBORO STD POTABLE WATER DETAILS
D00.2 TOWN OF PITTSBORO STD MISC UTILITY DETAILS
D00.3 TOWN OF PITTSBORO STD MISC UTILITY DETAILS AND FM DETAILS
D00.4 MISC PUMP STATION STANDARD DETAILS
D00.5 NCGO1 GROUND STABILIZATION AND SELF INSPECTION
D00.6 EROSION AND SEDIMENT CONTROL DETAILS
D00.7 EROSION AND SEDIMENT CONTROL DETAILS
D00.8 EROSION AND SEDIMENT CONTROL DETAILS
D00.9 EROSION AND SEDIMENT CONTROL DETAILS
Know what's below.
Call before you dig.
SHEET INDEX
VILLAGE SOUTH PUMP STATION AND UTILITIES
PROJECT NO. 01561-0015
SUBMITTAL DATE: NOVEMBER 2021
I:\01561\0015\WATER\80-DRAWINGS\GENERAL\000.0 - 01561-0015.DWG ---- 11/05/2021 08:34:30 ED BARNES

1
GENERAL NOTES
2
GENERAL NOTES CONTINUED
3
GENERAL NOTES CONTINUED
1. THE PERMITEE OR DESIGNEE SHALL SCHEDULE THE PRE -CONSTRUCTION
MEETING SEVEN (7) DAYS PRIOR TO COMMENCING WORK WITH THE
TOWN OF PITTSBORO PUBLIC UTILITIES INSPECTOR AT [phone] OR
[e-mail].
2. THE PERMITEE OR DESIGNEE SHALL NOTIFY THE TOWN PUBLIC UTILITIES
OFFICE FORTY-EIGHT (48) HOURS PRIOR TO STARTING EACH PHASE OF
CONSTRUCTION AT (919)-533-5480, EXCLUDING WEEKENDS AND
HOLIDAYS. ONCE THE WORK HAS BEGUN, AT LEAST A FORTY-EIGHT (48)
NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF DISRUPTION TO THE
TOWN'S SERVICES SUCH AS WORKING IN A TOWN ROADWAY, TAPPING
WATER MAINS, PLUGGING SEWER, ETC. NO WORK SHALL BE PERFORMED
ON WEEKENDS, AFTER WORK HOURS OR HOLIDAYS UNLESS GIVEN PRIOR
APPROVAL.
3. NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICE
MAIL OR EMAIL WILL NOT BE A CONSIDERED NOTIFICATION UNLESS
ADEQUATELY RESPONDED TO BY A TOWN OF PITTSBORO
REPRESENTATIVE.
4. THE PERMITEE OR DESIGNEE SHALL BE RESPONSIBLE FOR NOTIFYING ALL
CUSTOMERS AFFECTED BY SERVICE INTERRUPTIONS. THE TOWN OF
PITTSBORO WILL NOT APPROVE SERVICES INTERRUPTIONS UNTIL PROOF IS
PROVIDED THAT PROPER CUSTOMER NOTIFICATIONS HAVE BEEN
PROVIDED.
5. TOWN OF PITTSBORO CURRENT STANDARD SPECIFICATIONS AND DETAILS
ARE AVAILABLE ONLINE AT PITTSBORONC.GOV, UNDER THE ENGINEERING
DEPARTMENT PAGE.
6. THE CONTRACTOR SHALL UNCOVER ALL EXISTING TOWN UTILITY LINES
BEING TIED INTO TO VERIFY THEIR TYPE, CONDITION, LOCATION, INVERT,
SLOPE, AND ANY OTHER INFORMATION NEEDED TO DETERMINE THAT THE
UTILITY CONNECTION WILL FUNCTION AS DESIGNED. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING ANY REPAIRS NECESSARY TO THE LATERAL OR
MAIN LINES OF THE TOWN WATER, RECLAIMED WATER, SANITARY SEWER,
AND/OR STORM DRAIN SYSTEM NECESSARY FOR THE CONNECTION TO
FUNCTION AS DESIGNED. THE CONTRACTOR SHALL LOCATE OR HAVE
LOCATED ALL EXISTING UNDERGROUND PRIVATE UTILITIES (ELECTRIC,
TELEPHONE, PIPELINES, ETC.) AND STRUCTURES IN ADVANCE OF
CONSTRUCTION AND SHALL ELIMINATE ALL CONFLICTS PRIOR TO START OF
CONSTRUCTION. (NOTE: NORTH CAROLINA 811 PROVIDES A
COMMUNICATIONS LINK WITH YOUR LOCAL UTILITY PROVIDERS.
CONTRACTOR PROVIDES INFORMATION ABOUT EXCAVATION; NC 811
TRANSMITS THE INFORMATION TO THE UTILITIES AND SENDS OUT
LOCATORS TO MARK YOUR UNDERGROUND LINES FOR FREE. CALL 811 OR
1-800-632-4949 THREE WORKING DAYS BEFORE DIGGING.)
7. BACKFILLING SHALL NOT BE STARTED UNTIL LINES ARE APPROVED BY THE
TOWN INSPECTOR, AND GEOTECHNOLOGICAL FIRM. ALL BACKFILL SHALL
BE #78 STONE, SCREENINGS, OR NATIVE MATERIAL UNLESS OTHERWISE
APPROVED ON THE PLANS, AND SHALL BE INSTALLED IN ACCORDANCE
WITH, TYPE I TO 95% COMPACTION. BACKFILL PLACEMENT AND SURFACE
REPLACEMENT SHALL BE IN ACCORDANCE WITH 16" MIN DEPTH ABC
SHELF.
8. AN APPROVED SET OF PLANS SHALL BE MAINTAINED ON THE JOB SITE AT
ALL TIMES THAT WORK IS IN PROGRESS. DEVIATION FROM THE PLANS
SHALL NOT BE ALLOWED WITHOUT AN APPROVED PLAN REVISION
9. THE CONTRACTOR SHALL SUPPLY THE TOWN INSPECTOR CONSTRUCTION
MATERIAL TESTING DOCUMENTATION THROUGHOUT THE PROJECT.
10. EXISTING VALVES SHALL BE OPERATED ONLY BY TOWN OF PITTSBORO
STAFF OR IN CASE OF AN EMERGENCY, IN THE PRESENCE OF TOWN
STAFF. THE TOWN REQUIRES A 48-HOUR NOTICE FOR SYSTEM
SHUTDOWNS. CONTRACTOR IS REQUIRED TO NOTIFY AFFECTED
CUSTOMERS 24-HOURS PRIOR TO SHUTTING DOWN. BUSINESSES MAY
REQUIRE AFTER HOUR SHUTDOWNS. RESIDENTIAL FLOWS AFTER
SHUTDOWN MAY REQUIRE A PUMP. CONTRACTOR IS RESPONSIBLE TO
INSTALL 2" TAPS TO RELIEVE PRESSURE AND ALLEVIATE RESIDUAL FLOWS
WHEN NEEDED.
11. NO BURNING OF DEMO DEBRIS DURING CLEARING AND GRUBBING IS
PERMITTED.
12. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
13. PRIOR TO ANY CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY, THE
CONTRACTOR/DEVELOPER SHALL NOTIFY THE TOWN INSPECTOR OF ANY
CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. IT SHALL BE
RESTORED TO ORIGINAL CONDITIONS USING THE FOLLOWING
REQUIREMENTS.
13.1. ALL TREES IMPACTED BY CONSTRUCTION THAT ARE NOT PART OF THE
APPROVED PLANS, SHALL BE REPLACED WITH THE SAME SIZE AND TYPE
OF TREE AT A LOCATION DETERMINED BY THE TOWN.
13.2. ALL IRRIGATION SYSTEMS SHALL BE RESTORED TO FULLY FUNCTIONING
STATUS. ANY IRRIGATION LOCATED BENEATH ASPHALT OR CONCRETE
SHALL BE SLEEVED WITH SCHEDULE 40 PVC TWO NOMINAL SIZES
LARGER.
13.3. LANDSCAPE BEDDING SHALL BE OF A SIZE AND COLOR TO MATCH
EXISTING BEDDING AND SHALL BE SPREAD A MINIMUM OF TWO
INCHES THICK.
13.4. THE ENGINEERING DEPARTMENT AND PUBLIC WORKS DEPARTMENT
SHALL BE CONTACTED TO INSPECT ALL WORK BEFORE A CERTIFICATE
OF OCCUPANCY IS ISSUED.
14. ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE TOWN PUBLIC
UTILITIES DIRECTOR, OR DESIGNEE, AND/OR ALL WORK AND MATERIAL
NOT IN CONFORMANCE WITH THE SPECIFICATIONS IS SUBJECT TO
REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
15. THE TOWN OF PITTSBORO IS NOT RESPONSIBLE FOR LIABILITY INCURRED
DUE TO DELAYS AND/OR DAMAGES TO UTILITIES IN CONJUNCTION WITH
THIS CONSTRUCTION. THE TOWN WILL NOT PARTICIPATE IN THE COST OF
J
CONSTRUCTION OR UTILITY RELOCATION.
16. NO FINAL ACCEPTANCE SHALL BE ISSUED UNTIL A FLASH DRIVE AND ONE
(1) SET OF RECORD DRAWINGS, CERTIFIED AND SEALED BY A REGISTERED
PROFESSIONAL ENGINEER, HAVE BEEN SUBMITTED AND ACCEPTED BY THE
TOWN ENGINEER.
17. CONSTRUCTION OF CONCRETE OR PAVING ITEMS SHALL NOT COMMENCE
UNTIL ALL UNDERGROUND WORK HAS BEEN INSPECTED, TESTED, AND
APPROVED.
18. DISPOSAL OF AND STOCKPILING OF EXCESS MATERIAL WITHIN THE
PITTSBORO TOWN LIMITS OR PLANNING AREA SHALL BE DONE IN SUCH A
WAY THAT WILL NOT CREATE A NUISANCE, AND MUST BE DONE IN
ACCORDANCE TO THE APPROVED PLANS. THE PLACING OF MATERIAL ON
PRIVATE PROPERTY OF ANOTHER REQUIRES WRITTEN AUTHORIZATION.
19. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH THE
NCDOT AND MUTCD SPECIFICATIONS.
20. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR CLEANING
TRUCKS AND/OR OTHER EQUIPMENT OF MUD PRIOR TO ENTERING PUBLIC
STREETS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS,
ALLAY DUST, AND TAKE WHATEVER MEASURES ARE NECESSARY TO
ENSURE THAT ALL ROADS ARE MAINTAINED IN A CLEAN, MUD AND
DUST -FREE CONDITION AT ALL TIMES. THE CONTRACTOR SHALL UTILIZE A
STREET SWEEPER FOR STREET CLEANING.
21. ANY CONSTRUCTION DETOURS WILL REQUIRE AN ALL-WEATHER ROAD
SURFACE.
22. CONTRACTOR SHALL INSTALL PROJECT IN ACCORDANCE WITH MOST
UPDATED TOWN OF PITTSBORO DESIGN STANDARDS.
23. CONTRACTOR SHALL CONFIRM LOCATION, ELEVATION, AND CONDITION
OF EXISTING UTILITES PRIOR TO CONSTRUCTION. SHOULD ADJUSTMENTS
OF PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID EXISTING
UILITIES, THE CONTRACTOR SHALL COORDINATE SUCH ADJUSTMENTS
WITH THE ENGINEER BEFORE PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL RPEORT CONFLICTS TO THE ENGINEERING IN
WRITING IMMEDIATELY.
24. SHOULD THE CONTRACTOR DAMAGE ANY EXISTING UTILITIES, THE
CONTRACTOR SHALL IMMEDIATELY CONTACT THE UTILTY OWNER AND
SCHEDULE REPAIRS.
25. CHATHAM PARK INVESTORS AND TOWN OF PITTSBORO ARE NOT
RESPONSIBLE FOR DAMAGE TO UTILITIES, ROADWAYS, HARDSCAPE OR
OTHER FEATURES DAMAGED BY THE CONTRACTOR.
26. THE CONTRACTOR IS REPSONSIBLE FOR SUPPORTING AND PROTECTING
UTILITIES, STRUCTURES, POWER POLES, PIPE LINES AND CONDUITS WHICH
MAY BE ENCOUNTERED DURING COMPLETION OF THE WORK AT NO
ADDITIONAL COST TO THE OWNER. ANY DAMAGE RESULTING FOM THE
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR OR
UTILITY OWNER (WHERE REQUIRED) TO THE SATISFACTION OF THE
ENGINEER AT THE CONTRACTOR'S EXPENSE.
27. UNLESS NOTED OTHERWISE ON THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL NOT DISTURB BUFFER ZONE 1 OR BUFFER ZONE 2.
28. TOPOGRAPHIC SURVEY OF PROPOSED CONDITIONS IS PROVIDED BY
WITHERS AND RAVENEL. EXISTING TOPOGRAPHIC CONDITIONS IS
PROVIDED BY MCKIM AND CREED AND WITHERS AND RAVENEL.
29. ROADWAY DESIGN IS PROVIDED BY KIMLEY-HORN.
30. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL
BORROW/STOCKPILE/WASTE AREAS, ALL LAYOUT/STAGING AREAS, AND
ALONG EITHER SIDE OF ALL TEMPORARY CONSTRUCTION ACCESS
ROADS/CORRIDORS.
31. ALL DISTRUBED DITCH LINES SHALL BE RESHAPED, RE -SEEDED, MULCHED
AND TACK COAT APPLIED, TO PRE -CONSTRUCTION LINE, GRADE, AND
SHAPE UNLESS SHOWN OTHERWISE.
32. ALL LAND DISTRUBANCES SHALL BE MAINTAINED WITHIN THE LIMITS OF
DISTRUBANCE OR PERMANENT AND TEMPORARY EASEMENTS AS
INDICATED ON THE PLANS. IF CONTRACTOR REQUIRES ADDITIONAL AREA
FOR CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY ENGINEER
AS SOON AS POSSIBLE AND NOT OCCUPY ADDITIONAL AREA UNTIL THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REVISED
AND APPROVED BY CHATHAM COUNTY. CONTRACTOR WILL BE
RESPONSIBLE FOR ALL COSTS AND TIME DELAYS ASSOCIATED WITH
PERMIT MODIFICATION.
33. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STORM
DRAINAGE DURING CONSTRUCTION SUCH THAT PRE-EXISTING DRAINAGE
CAPACITY IS CONTINUOUSLY PROVIDED. TEMPROARY STORM BASINS,
PIPES, AND PUMPS SHOULD BE USED IF NECESSARY. PERMANENT STORM
DRAINAGE STRUCTURES AND PIPES SHALL BE REPLACED AS SOON AS
POSSIBLE.
34. ALL WATER AND SEWER MAINS SHALL HAVE A HORIZONTAL SEPARATION
OF 10 FEET IN ACCORDANCE WITH NCAC 27 RULES.
35. ALL WATER AND SEWER MAINS SHALL HAVE A VERTICAL SEPARATION OF 2
FEET WITH WATER LINE HIGHER THAN SEWER IN ACCORDANCE WITH
TOWN OF PITTSBORO STANDARDS, AS MEASURED FROM OUTSIDE WALL
TO OUTSIDE WALL. RECLAIMED WATER LINES AND FORCE MAINS ARE
CONSIDERED SEWER MAINS. CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY AND IN WRITING IF ADJUSTMENTS NEED TO BE MADE TO
MEET THESE REQUIREMENTS.
36. ACCESS TO THE SITE SHALL BE CONDUCTED THORUGH USE OF TEMPORARY
CONSTRUCTION ENTRANCES AS SHOWN.
37. CONTRACTOR SHALL NOTIFY ENGINEER, CHATHAM PARK INVESTORS, AND
TOWN OF PITTSBORO AT LEAST 48 HOURS IN ADVANCE OF EQUIPMENT
START UP OR BYPASS OPERATIONS.
38. GEOTECHNICAL BORES ARE PROVIDED BY GEOTECHNOLOGIES AND ARE
REV.NO.
DESCRIPTION
DATE $
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
J
SHOWN ON THE PLANS FOR IMFORMATION ONLY AND ARE NOT
CONSIDERED PART OF THE CONTRACT DOCUMENTS. INFORMATION
SHOWN IS LEFT TO THE INTERPRETATION OF THE CONTRACTOR.
39. CONTRACTOR SHALL PROVIDE AT LEAST ONE FULL-TIME, ON -SITE
SUPERINTENDENT FOR THIS PROJECT. THE PROJECT SUPERINTENDENT
SHALL BE APPROVED BY CHATHAM PARK INVESTORS AND TOWN OF
PITTSBORO BASED ON REFERENCES AND PRIOR PROJECTS. THE PROJECT
SUPERINTENDENT SHALL BE ON -SITE FOR ALL CONSTRUCTION -RELATED
ACTIVITIES FROM CLEARING TO SITE RESTORATION. THE PROJECT
SUPERINTENDENT SHALL NOT BE REPLACED EXCEPT BY WRITTEN
APPROVAL FROM CHATHAM PARK INVESTORS AND TOWN OF PITTSBORO.
40. PROPOSED FORCE MAIN, RECLAIMED WATER AND WATER LINE SHALL BE
INSTALLED A MINIMUM OF 10 FEET FROM PROPOSED AND EXISTING
TRAFFIC SIGNAL POLES.
41. CONTRACTOR TO FOLLOW STREAM AND BUFFER PERMITTING
REQUIREMENTS (SOME PERMITS ARE PROVIDE BY OTHERS
42 A L IMPACTED RIPARIAN BU FER ZINES 0 BE P RMANENTL STABI IZED
PER TOWN OF PITTSBORO RIPARIAN BUFFER AUTHORIZATION.
43 CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH THE LATEST VERSION
OF NCDOT'S UTILITIES ACCOMMODATION MANUAL.
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
.01
MN
■ ■
MIN EN
CHATHAM PARK
Many Choices. One Place.
VILLAGE SOUTH PUMP STATION
AND UTILITIES
GENERAL
GENERAL NOTES
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
KJS
CHECKED
KJS
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NIA
VERTICAL:
NIA
G00.1
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\GENERAL\000.1 - 01561-0015.DWG 11/05/2021 08:34:40 ED BARNES

r
1
ABBREVIATIONS
1
ABBREVIATIONS CONTINUED
3
EXISTING LINE LEGEND
6
PROFILE LINE LEGEND
10
CROSS -REF SYMBOLOGY
11
SUBSURFACE PROFILE LEGEND
1SFD
1 STORY FRAMED DWELLING
1SBKBUS
1 STORY BRICK BUSINESS
A
AIR
AC
ASBESTOS CEMENT
AL OR ALUM
ALUMINUM
ARV
AIR RELEASE VALVE
ASPH
ASPHALT
BC
BACK OF CURB
BFV
BUTTERFLY VALVE
BK
BRICK
BLD
BLIND
BO
BOLLARD
BOV
BLOW OFF VALVE
BV
BALL VALVE
CARV
COMBINATION AIR RELEASE VACUUM VALVE
CATV
CABLE TELEVISION
CB
CATCH BASIN
C&G
CURB AND GUTTER
CHN
CHAIN
CI
CURB INLET
C/L,
CENTERLINE
CMP
CORRUGATED METAL PIPE
CMU
CONCRETE MASONRY UNIT
CO
CLEAN OUT
CON
CONCENTRIC
CONC
CONCRETE
CPLG
COUPLING
CPP
CORRUGATED PLASTIC PIPE
CS
COMPOST SOCK
CSF
COMBO SILT / TREE PROTECTION FENCE
CV
CHECK VALVE
CWTD
CLEAN WATER TEMPORARY DIVERSION
D
DRAIN
DI
DROP INLET / DUCTILE IRON
DIP
DUCTILE IRON PIPE
DUCT
DUCT BANK
D/W
DRIVE WAY
DWG
DRAWING
EL OR ELEV
ELEVATION
EOG
EDGE OF GRAVEL
EOI
END OF INFORMATION
EP, EOP
EDGE OF PAVEMENT
EW
EYEWASH
EX
EXISTING
EXP
EXPANSION
LP
LIGHT POLE
LT
LIGHT
FCA
FLANGE COUPLING ADAPTER
FD
FLOOR DRAIN
FDC
FIRE DEPARTMENT CONNECTOR
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FHA
FIRE HYDRANT ASSEMBLY
FIN
FINISHED
FLG
FLANGE
FLEX
FLEXIBLE
FLR
FLOOR
FM
FORCE MAIN
FRP
FIBERGLASS REINFORCED PIPE
FO
FIBER OPTIC
FOT
FLAT ON TOP
GL
GUTTER LINE
GM
GAS METER
GRAV
GRAVEL
GTS
GAS TEST STATION
GV
GAS VALVE
GV
GATE VALVE
GW
GUY WIRE
HB
HOSE BIB
HB
HOT BOX
HDPE
HIGH -DENSITY POLYETHYLENE
HP
HIGH POINT
HWL
HIGH WATER LEVEL
INV
INVERT ELEVATION
IPF
IRON POST FOUND
JB
JUNCTION BOX
JT
JOINT
LF
LINEAR FEET
LOD
LIMITS OF DISTURBANCE
LP
LOW POINT
LR
LONG RADIUS
LSA
LANDSCAPE AREA
LWL
LOW WATER LEVEL
MB
MAIL BOX
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MJ
MECHANICAL JOINT
MOV
MOTOR OPERATED VALVE
MTL
METAL
N.C.
NORMALLY CLOSED
N.O.
NORMALLY OPEN
NIC
NOT IN CONTRACT
NWL
NORMAL WATER LEVEL
OHE/OE
OVER HEAD ELECTRIC
0/F
OVERFLOW
OU
OVER HEAD UTILITIES
PE
PLAIN END
PIV
POST INDICATOR VALVE
POLY
POLYMER
PP
POWER POLE
PRV
PRESSURE REDUCING VALVE
PTFE
POLYTETRAFLUOROETHYLENE
PV
PLUG VALVE
PVC
POLY VINYL CHLORIDE
PW
POTABLE WATER
RCW
RECLAIMED WATER
RCP
REINFORCED CONCRETE PIPE
REC
PER RECORD
RED
REDUCER
RFCA
RESTRAINED FLANGE COUPLING ADAPTER
RJ
RESTRAINED JOINT
RK
ROCK
R/W, ROW
RIGHT OF WAY
S
SIGN
SDMH
STORM DRAIN MANHOLE
SF
SILT FENCE
SS
SANITARY SEWER
S.S.
STAINLESS STEEL
SSF
SUPER / HIGH HAZARD SILT FENCE
SSMH
SANITARY SEWER MANHOLE
STA
STATION
SUE
SUBSURFACE UTILITY ENGINEERING
S/W
SIDE WALK
SVC
SERVICE
TBM
TEMPORARY BENCH MARK
TC
TERRA COTTA
TLP
TRAFFIC LIGHT POLE
TOB
TOP OF BANK
TOC
TOP OF CONCRETE
TOG
TOP OF GRATING
TOS
TOP OF SLAB
TOW
TOP OF WALL
TH
TEST HOLE
TPF
TREE PROTECTION FENCE
TSBOX
TRAFFIC SIGNAL BOX
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
UNK
UNKNOWN
VAR
VARIABLE
VCP
VITRIFIED CLAY PIPE
WD
WOOD
WL
WATER LINE
WM
WATER METER
WV
WATER VALVE
XP
CROSS LIGHT POLE
WWF
WELDED WIRE FABRIC
YI
YARD INLET
J
2
EXISTING SYMBOL LEGEND
DESCRIPTION
SYMBOL
11.25' HORIZONTAL BEND
H
22.50' HORIZONTAL BEND
/---I
45' HORIZONTAL BEND
'CI
90' HORIZONTAL BEND
AC UNIT
2
BENCH MARK
TEMP. BENCH MARK
BLOW OFF VALVE
D iO
BOLLARD
oBo
TEST BORE HOLE LOCATION
,B-#
CABLE TV PEDISTAL
CATCH BASIN
CLEAN OUT
CONCRETE MONUMENT FOUND
ECMF
CONTROL POINT
0
CROSS
EA
CURB INLET
11
ELECTRIC BOX
Isl
ELECTRIC MANHOLE
0
END OF INFORMATION
O
FLAG POLE
oFP
GAS METER
GM
GUY POLE
-
GUY WIRE
A
HANDHOLE
I:II:I
HYDRANT
IRON POST FOUND
oIPF
IRON ROD FOUND
oIPF
LIGHT POLE
oLP
MAIL BOX
MB❑
MONITOR WELL
X
POWER POLE
OPP
WATER MANHOLE
PK FOUND
OPKF
RAIL ROAD SPIKE
o RRSPIKE
SANITARY SEWER MANHOLE
SHRUB
G
SIGN
STORM DRAIN MANHOLE
QD
TAPPING SLEEVE AND VALVE
I-11
TEE
TELEPHONE MANHOLE
QT
TELEPHONE PEDESTAL
11
TRAFFIC SIGNAL BOX
■
TRANSFORMER
0
DECIDUOUS TREE
PINE TREE
UTILITY POLE
VALVE
D4
WATER METER
WATER WELL
w
YARD HYDRANT
tY
REV.NO.
DESCRIPTION
DATE $
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
DESCRIPTION
UNETYPE
UNDERGROUND CABLE TV
-
- - -Tv(R) - - -
- - -E- — -
- - -E(R)- - -
- --Fo(R)- - -
• —Ft:`
- -FM(K,
- - -G- — -
- - -G(R)- - -
UNDERGROUND PER RECORD CABLE TV
UNDERGROUND ELECTRIC
PER RECORD UNDERGROUND ELECTRIC
UDERGROUND FIBER OPTICPER
RECORD UNDERGROUND FIBER OPTIC
SANITARY SEWER FORCEMAIN
PER RECORD SANITARY SEWER FORCE MAIN
UNDERGROUND GAS
UNDERGROUND PER RECORD GAS
OVER HEAD UTILITIES
ou
- - -R- — -
- - -R(R)- - -
- - -SS- - -
- --ss(R)- - -
RECLAIMED WATER LINE
PER RECORD RECLAIMED WATER LINE
GRAVITY SANITARY SEWER
PER RECORD GRAVITY SANITARY SEWER
STORM DRAINAGE
- - -T- — -
- - -T(R) - - -
- - -U- - -
- - -w- - -
- - -w(R)- - -
UNDERGROUND TELEPHONE
UNDERGROUND PER RECORD TELEPHONE
UNDERGROUND UNKNOWN
WATER LINE
PER RECORD WATER LINE
FENCE
x x
GUARD RAIL
o 0
BACK OF CURB
EASEMENT
EDGE OF GRAVEL
EDGE OF PAVEMENT
PROPERTY LINE
RIGHT OF WAY
ROAD CENTER LINE
100 YEAR FLOODPLAIN
—100FP— —
DITCH .
— —
MAJOR CONTOUR
- - -Z1 F
- - —Z2— — -
- - —Z3— — -
MINOR CONTOUR
RIPARIAN BUFFER ZONE 1
RIPARIAN BUFFER ZONE 2
RIPARIAN BUFFER ZONE 3
TOPOFBANK
•—•
TREELINE
WATERCOURSE .
• -
---KB---
WETLAND BOUNDARY
J
4
PROPOSED SYMBOL LEGEND
DESCRIPTION
SYMBOL
11.25' HORIZONTAL BEND
I -I
22.50' HORIZONTAL BEND
/y
45' HORIZONTAL BEND
A-1
90' HORIZONTAL BEND
TI
VERTICAL BEND
11
AIR RELEASE VALVE
pA
VALVE
H
BLOWOFF VALVE
H+
HYDRANT
YARD HYDRANT
CROSS
III
TEE
III
TAPPING SLEEVE AND VALVE
III
REDUCER
O.
CAP/PLUG
,-,
POTABLE WATER SERVICE METER
63
RECLAIMED WATER SERVICE METER
EXISTING UTILITY SERVICE RECONNECTION
-I
CONCENTRIC SANITARY SEWER MANHOLE
©
ECCENTRIC SANITARY SEWER MANHOLE
FLAT TOP SANITARY SEWER MANHOLE
O°
CLEAN OUT
0
ARC FILTER
. •
CHECK DAM
INLET PROTECTION
PIPE INLET PROTECTION
SILT FENCE OUTLET
I
WATTLE
5
PROPOSED LINE LEGEND
DESCRIPTION
UNETYPE
PERMANENT EASEMENT
------
TEMPORARY EASEMENT
SANITARY SEWER FORCE MAIN
FM
RECLAIMED WATER LINE
R
GRAVITY SANITARY SEWER
SS
WATER LINE
• /
/. /
/.
W
/ /.
/
/. /
/.
TO BE ABANDONED
DIVERSION DITCH
LIMITS OF DISTURBANCE/CLEARING LIMITS
COMBINATION SILT FENCE/TREE PROTECTION
CSF
TEMPORARY SILT FENCE
SF
TEMPORARY SUPER SILT FENCE
SSF
TEMPORARY TREE PROTECTION FENCE
TPF
COMPOST SOCK
cs
PERMANENT FENCE
x
x
GUARD RAIL
0
0
J
DESCRIPTION
UNETYPE
EXISTING GRADE PAVEMENT PROFILE
EXISTING GRADE GROUND PROFILE
PROPOSED GRADE PROFILE
.111,
THEORETICAL 1:1 SLOPE
ill, ill, ill,
WETLAND CROSSING
7
AREA LEGEND
WETLANDS
w w .le .le
' ' ' Nle y
de al, 4, ale a
RIP -RAP
L-fvv.yvvv
.� 01, ~� ��ilP ~,
dP
f. it.If
TEMP. SLOPE STABILIZATION
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
STRAW WITH NET LINER
J
8
PROCESS ABBREVIATIONS
A
PROCESS AIR
ALUM
WTP ALUM SLUDGE
AS
ACTIVATED SLUDGE
BW
BACKWASH
BWD
BACKWASH DRAIN
BWS
BACK WASH SUPPLY
BWW
BACK WASH WASTE
D
DRAIN
EXP
EXPANSION
FA
FOUL AIR
FE
FINAL EFFLUENT
FI
FILTER INFLUENT
FFM
FILTRATE FORCE MAIN
FTD
FILTER DRAIN
FTE
FILTER EFFLUENT
GR
GRIT
GV
GATE VALVE
HWR
HOT WATER RETURN
HWS
HOT WATER SUPPLY
IFM
INFLUENT FORCE MAIN
ML
MIXED LIQUOR
NAOCL
SODIUM HYPOCHLORITE
NAOH
SODIUM HYDROXIDE (CAUSTIC SODA)
NG
NATURAL GAS
NPW
NON -POTABLE WATER
NRCY
NITRIFIED RECYCLE
PD
PROCESS DRAIN
PE
PRIMARY EFFLUENT
PS
PRIMARY SLUDGE
PTE
PRELIMINARY TREATMENT EFFLUENT
PTFE
POLYTETRAFLUOROETHYLENE
PW
POTABLE WATER
RAS
RETURN ACTIVATED SLUDGE
RW
RAW WASTEWATER
SBR
SEQUENCING BATCH REACTOR
SD
STORM DRAIN
SPD
SUMP PUMP DISCHARGE
SR
SCRUBBER RECIRCULATION
SRD
SCRUBBER RECIRCULATION DISCHARGE
SRP
SCRUBBER RECIRCULATION PUMP
SRS
SCRUBBER RECIRCULATION SUCTION
SUP
DIGESTER SUPERNATANT
SW
SEAL WATER
UV
ULTRAVIOLET
WAS
WASTE ACTIVATED SLUDGE
J
9
MECHANICAL SYMBOLS
\
VALVE SYMBOL
DESCRIPTION
BUTTERFLY VALVE
CHECK VALVE
VI]
GATE VALVE
XPLUG
VALVE
11
r
BALL VALVE
>i
GLOBE VALVE
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
.01
J
X. XXX. X
X.XXX.X
L___J
= SECTION CUT SYMBOL
= STRUCTURE / BUILDING ELEVATION
= DETAIL
CHATHAM PARK
Many Choices. One Place.
1'
J
n TOPSOIL
LOW PLASTICITY CLAY
Mil LOW PLASTICITY SILT
E
PARTIALLY WEATHERED ROCK
Illl
SILTY SAND
HIGH PLASTICITY CLAY
STANDARD PENETRATION RESISTANCE
lAUGER REFUSAL
VILLAGE SOUTH PUMP STATION
AND UTILITIES
GENERAL
CIVIL - MECHANICAL LEAD SHEET
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
NIA
VERTICAL:
NIA
J
G00.2
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\GENERAL\000.2 - 01561-0015.DWG 11/05/2021 08:34:50 ED BARNES

1
PUMP STATION / GRADING KEY MAP
1" = 400'
2
SANITARY SEWER OUTFALL KEY MAP
1" = 400'
3
FORCE MAIN KEY MAP
1" = 400'
4
irEV. NO.
A
FUTURE CHATHAM PARK
SECTION 6.2 PHASE 1
WATERLINE KEY MAP
DESCRIPTION
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
REVISIONS
DATE
05 NOV 2021
/
FUTURE
CHATHAM
PARK
SECTION
6.2
PHASE 1
/
1" = 400'
FUTURE
CHATHAM
PARK
SECTION
6.2
PHASE 1
FUTURE CHATHAM PARK
SECTION 6.2 PHASE 1
M00.0
5
RECLAIMED WATER KEY MAP
1" = 400'
AMA
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
/
FUTURE CHATHAM PARK
SECTION 6.2 PHASE 1
j�� =: HATHAM PART(
tMany Choices. One Place.
400'
0
400' 800'
SCALE: 1 "=400' (Horiz.)
VILLAGE SOUTH PUMP STATION
AND UTILITIES
GENERAL
SHEET INDEX MAPS
/
PROJ. START DATE: 2021, MAY
MCE PROJ. # 01561-0015
DRAWN EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
NIA
G00.3
DRAWING NUMBER
A
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80—DRAWINGS\GENERAL\000.3.DWG 11/05/2021 08:35:25 ED BARNES

LIMITS OF DISTURANCE
(TYP. WHERE SHOWN)
TEMP. COMBO SILT/TREE
PROTECTION FENCE (TYP.
WHERE SHOWN)
(SEE DETAIL EC-11)
CSF
PROPOSED
STATION ACCESS
// //
ROLLED EROSION CONTROL
MATTING ON SLOPES
(TYP. WHERE SHOWN)
(SEE DETAIL EC-17)
PLAN VIEW
HORIZ. SCALE: 1"=20'
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PUMP
ROAD
/zz'
//z
1 /4" / FOOT
2" TYPE SF-9.5A
COMPACTED SUB GRADE
ACCESS DRIVE SECTION
NTS
e
LIMITS OF DISTURANCE
(TYP. WHERE SHOWN)
CONTRACTOR TO INSTALL PROPOSED WATER SERVICE
TO WATER METER (INSTALLED BY OTHERS).
INSTALLATION WILL INCLUDE PRV INSIDE NEW WATER
METER BOX AT THE RIGHT OF WAY. PRV SHALL BE
INSTALLED ON THE PUMP STATION SIDE OF THE RIGHT
OF WAY. PRV SHALL BE WATTS LFN55B, OR EQUAL, AND
SHALL BE LEAD FREE WITH AN ADJUSTABLE REDUCED
PRESSURE RANGE OF 25 TO 75 PSI.
CLEARING LIMITS ARE DEFINED AS LIMITS OF
DISTURBANCE (LOD) AS SHOWN ON THE PLANS.
8" CABC W/ GEOTEXTILE FABRIC
7777-
//iv
/77 /
530
4::
■R
CHATHAM PARJ<
Many Choices. One Place.
e
TEMP. COMBO SILT/TREE
PROTECTION FENCE (TYP.
WHERE SHOWN)
(SEE DETAIL EC-11)
TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
�V �^
e OSF4sS
—465-
1. M00.0
PUMP STATION
TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
--
I \ \ (1 (
\\\1\\\\\\ (Ill' ii((//////1 (11/1/(///./////
LIMITS OF DISTURANCE
(TYP. WHERE SHOWN)
REV.NO.
DESCRIPTION
DATE 1
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
REVISIONS i
/ NJ
LIMITS OF DISTURANCE
(TYP. WHERE SHOWN)
PRV IN METER BOX
(SEE NOTE 1)
/77 /'
// /X
ROLLED EROSION CONTROL
MATTING ON SLOPES
(TYP. WHERE SHOWN)
(SEE DETAIL EC-17)
VILLAGE SOUTH PUMP STATION
AND UTILITIES
CIVIL SITE
SITE PLAN - GRADING PLAN
20'
0
fie
20'
SCALE: 1"=20' (Horiz.)
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
DJ B
DESIGNED
DJB
CHECKED
AEF
PROJ. MGR.
MDP
SCALE
HORIZONTAL:
1 "=20'
VERTICAL:
NIA
441
ace
7(3‘7_
40'
Coo.o
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80—DRAWINGS\CIVIL\C00.0 — SITE GRADING PLAN.DWG 11/05/2021 08:36:50 ED BARNE

\\\ \NN
\\*.\\I '\\RL
N
0"\:fi\-6+ // '
CONTRACTOR TO REMOVE AND
REPLACE RIP RAP AS NEEDED
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
478
476
474
472
470
468
466
464
462
460
458
456
454
452
450
448
446
444
442
440
438
436
434
432
430
PROPOSED 8" PVC SS
-��
IMPACT #97
(PERMIT BY OTHERS)
—Z3—
MH NO. 7 (48"0)���
RIM : 503.89'
INV OUT(SE)=494.39' (8")
STA: 1+00
---Zi—
/ / �"
WOODS/ 2/ Z2
_/ // /�Z LIMITS OF DISTURBANCE / CLEARING LIMITS
(TYP. WHERE SHOWN)
/ 0
MH NO. 6 (48"0)
RIM:503.72'
INV IN(NW)=492.40' (8")
INV OUT(S)=489.90' (8")
STA: 2+99
405
ti
22
—Z3— -
3 L
Z2,
MH NO. 5 (48"0)
RIM:482.81'
INV IN(N)=474.51 (8")
INV OUT(SE)=472.21 (8")
STA: 4+60
TEMP. COMBO SILT/TREE PROTECTION
FENCE (TYP. WHERE SHOWN)
(SEE DETAIL EC-11)
Z2�
MH NO. 3 (48"0)
RIM:479.66'5
INV IN(W)=4647' (8")
INV OUT(SE)=464.37' (8")
STA: 7+62
11�
-PROPOSED FORCE MAIN
— — Z2� (SEE SHEETS C2-C3)
Z2--�'
\�\\o \�\� \\,,-
PLAN VIEW
HORIZ: 1"=50'
\ \.,
vas \\
r\\.-c7,
\\\\ \\,\
\ l
i:("Qt\\_\\ \'''L\\1\—\11 I I / ‘7\
10' MIN (TYP.)
Z3
MH NO. 2 (48"0)
RIM :463.39'
INV IN(NW)=456.00' (8")
INV OUT(SE)=454.50' (8")
STA: 9+19
MH NO. 4 (48"0)N
RIM:473.23'
INV IN(NW)=467.73' (8") z2—
INV OUT(E)=467.53' (8")
STA: 6+53
1/
TEMP. SLOPE STABILIZATION\
(TYP. WHERE SHOWN)
-I, (SEE DETAIL EC-17)
TEMP. STREAM CROSSING-
(TYP. WHERE SHOWN)
(SEE DETAIL EC-16)
INSTALL RIP -RAP ON STEAM —
BANKS AND STREAM BED
Z2
IMPACT #96
H NO. 1 (48"0)
RIM :464.38' N
INV IN(NW)=451.33' (8")
INV OUT(S)=451.00' (12")n
STA: 10+88
\Iz —
— Z2
/ — (SEE DETAILS EC-23 AND EC-24) — Z3
—65
47,
475
480._ —
y ` 485
TEMP SILT FENCE OUTLET Z3 -
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
tr- 490
495-
500
Z2 —
Z3--
-
PROPOSED 12" PVC SS
FOR PUMP STATION LAYOUT DETAILS
REFERENCE DWG. M00.0
/
///i •N -
INFLUENT WETWELL 11.5' X 10' IDS
RIM:462.67'
INV IN(N)=450.17' (12")
STA: 11+18
,--.
Z1 ---Z1__.\
/ / r:-
>�f/
Z2\
MH NO. 7 (48"0;
/RIM:503.89'
INV OUT(SE)=4
STA:1+00
MH VENT
ELEV.=505.89
MH NO. 6 (48"0;
RIM :503.72'
INV IN(NW)=492
INV OUT(S)=489
Co (71
INV OUT(SE)=464.37' (8")
ISTA: 7+62
-444"4"*""4"4414444HLI
4 LU
ME1,
.1_
IV IN(NW)=
IV OUT(SE
TA:9+19i
OH NO. 4 (48"0)
2I M :473.23'
NV IN(NW)=467.'
NV OUT(E)=467.
3TA: 6+53
8" PVC
H NO. 1 (48"0)
I M :464.38'
IV IN(NW)=451.3:
IV OUT(S)=451.0
TA: 10+88
I I I I
El
MEM
Nic\I
8" PVC
8" PVC
Miliil
1
,
MC PROP. GRADE
IIII
109 LF
8" PVC
NFLUENT WETWELL 11.5' X 10' II
3TA: 11+18
ZI M :462.67'
NV IN(N)=450.17` (12")
]HHH
8" PVC
11
@ 1.89%
168 LF
I.
12" PVC
1+00
2+00
iRmEV.NO.
DESCRIPTION
DATE 44S
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
3+00
4+00
5+00
6+00
PROFILE VIEW
HORIZ: 1"=50'
40° McKIM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
7+00
8+00
9+00
:s7 CHATHAM PARK
Many Choices. One Place.
10+00
11+00
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
478
476
474
472
470
468
466
464
462
460
458
456
454
452
450
448
446
444
442
440
438
436
434
432
430
12+00
VILLAGE SOUTH PUMP STATION
AND UTILITIES
SANITARY SEWER OUTFALL
STA. 1+00 - STA. 11+18
NOTES:
1. SANITARY SEWER PIPE LOCATED INSIDE OR 50 FEET FROM
WETLANDS SHALL BE PVC C-900. SANITARY SEWER PIPE
BETWEEN MH 1 AND MH 2 SHALL BE PVC C-900.
2. PROPOSED 8-INCH AND 12-INCH PVC SANITARY SEWER
SHALL BE SDR-26 UNLESS NOTED OTHERWISE ON THE
PLANS AND SPECIFICATIONS.
3. CONTRACTOR SHALL INSTALL MANHOLES AND WETWELL
WITH EXTENDED BASES.
4. SEE MH VENT DETAIL, SHEET D00.0.
5. CONTRACTOR TO FOLLOW STREAM AND BUFFER
PERMITTING REQUIREMENTS (SOME PERMITS ARE
PROVIDED BY OTHERS).
ALL IMPACTED RIPARIAN BUFFER ZONES TO BE
PERMANENTLY STABILIZED PER TOWN OF PITTSBORO
RIPARIAN BUFFER AUTHORIZATION.
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
r- SCALE
HORIZONTAL:
AS NOTED
AS NOTED
DRAWNG NUMBER
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION

PROP PUE
CONTRACTOR TO CORE EX. MH
(SEE DETAIL MC-1.D00.3)
6" 45° DI HORIZ. BEND
STA: 1+10
6" 45° DI HORIZ. BEND
STA: 1+30
TEMP. STAW WATTLE
(TYP. WHERE SHOWN)
(SEE DETAIL EC-18)
6" 11.25° DI HORIZ. BEND
STA: 1+70
N
/
/
TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
TEMP. SLOPE STABILIZATION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-17)—
r am —
TEMP. WATTLE CURB INLET PROTECTION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-26)
PROPOSED 6" C900 PVC RECLAIMED
WATER LINE (SEE SHEETS C6-C7)
TEMP. SILT FENCE
(TYP. WHERE SHOWN)
(SEE DETAIL EC-08)
LIMITS OF DISTURBANCE
(TYP. WHERE SHOWN)
'9M
751?oe -1
ti
°4)S
<<c
7
±108 LF OF 16" STEEL CASING
W/ ±108 OF 6" RJ DIP CARRIER PIPE
(INSTALLED BY BORE & JACK)
35'x10' LAUNCHING PIT
PROP PUE✓
5' MIN (TYP.)-. (TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
TEMP. SILT FENCE OUTLET
IIP.411111111hL‘IMMINEWMINIIIMM.111011NualL
-
r.
3.5' MIN (TYP.)
' PROP PUE
",� —PROPOSED 12" DIP WATER LINE
�-�4 (SEE SHEETS C4-05)
`�rRRir 7 p /ti (I I
\ A SILT FENCE LAYOUT AT PIT LOCATIONS
\ (SEE DETAIL EC-21)
PLAN VIEW
HORIZ: 1"=50'
PROP PUE
2" CARV MH
10+ 6 "
10'x10' REC I I G
Q
7e)
INSTALL RIP -RA
BANKS AND
(SEE DETAILS EC-2
///////
TEMP. STREAM C
(TYP. WHER
(SEE D
i
ON STEAM
REAM BED
AND EC-24)
ll'lllll
OSSING
SHOWN)
AIL EC-16)
1
l
50'
/V gl
\,
\\\,\\\\\\
N,\`\\'\
AV\
\\\ \\\0\
CROSS STREAM VIA \
OPEN CUT
15+00
0
50'
SCALE: 1"=50' (Horiz.)
558
I
556
,
i
_
554
LF OF 16" STEEL CASING 0.25"
THICK
±108
W/
±108 OF 6" RJ DIP CARRIER PIPE
552
INSTALL
FM @ 5' OF COVER
. (INSTALLED
BY BORE & JACK)
550
PROPOSED 12" DIP
WL
548
546
_►
/MI
544
��
�=
10'x10'
RECEIVING PIT
542
M.
co
538
Mgr
EX
15" CMP
. co
,-imimm
536
.
`n
1i
534
24" Mllf
l
II
�-
532
.........................
2" CARV MH
VENT PIPE)
A��_
v - oo
-
J
-�
528
(w/o
10+01.642"
11111.11
v~i z Z
z
�/
�I
��
35'x10'
LAUNCHING PIT—
526
��
__
!/
524
6.. 45° DI HORIZ. BEND
STA: 1+10
EX. GRADE
y
,----------.-
1:1
` .mg
522
6" 22.50° ROLLED
BEND
SLOPE
SLOPE (TYP.)
6"PVC
C900
RCW
—J
�-
/
//
520
11
STA:
11+29
��
6" 45° DI HORIZ. BEND —PROPOSED
STA: 1+30
(REF.
C6 &
C7)
_�
��'immi
X S
%
518
'�
—
�
1
BY
OTHERS
516laralliall
"MYWI
STA11+701HORIZ.BENDi
�'
^_--�
_
�_-
PROPOSED 6"C900 PVC DR18 FM
--__506
_
514512
1 ,�
-
-�
MIIINIME
MOIMMIIIIIMIIIHIMINIE
508
-
61
�_��
CONSTANT UPWARD
TO PROPOSED CARV
GRADE
502
..
__
. EI
N
TO AVOID INTERMEDIATE
498
HIGH POINTS TYP.
_
CONSTANT UPWARD GRADE
TO PROPOSED CARV
494
TOAVOID
492
•
HIGHPOINTS TYP.
IIWIMIBEW
�/
490
_
�'
488
486
��
484
482
480
478
476
474
472
d7n
1+00
2+00
3+00
4+00
REV. NO.
DESCRIPTION
DATE
G
FINAL DESIGN - ISSUED FOR PERMITTING (NCDOT) - NOT FOR CONSTRUCTION
21 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
1/4 REVISIONS J
5+00
1
6+00
7+00
8+00
PROFILE VIEW
HORIZ: 1 "=50'
VERT: 1"=5'
v�N1cIQM&cItEED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
1
0/
9+00
10+00
11+00
r
tTCHATHAM PARK
Many Choices. One Place.
1
i
12+00
13+00
14+00
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
478
476
474
472
470
15+00
VILLAGE SOUTH PUMP STATION
AND UTILITIES
1
FORCEMAIN
STA. 1+00 - STA. 15+00
100'
NOTES:
1. BORE AND JACK OF PROPOSED
SANITARY SEWER FORCE MAIN SHALL
BE COMPLETED PRIOR TO INSTALLING
PROPOSED 12-INCH WATER MAIN.
2. FROM STATION 4+25 TO STATION 8+50
INSTALL FM WITH 5 FT OF COVER.
3. SEE SHEETS D00.2 AND D00.3 FOR
RESTRAINT AND ANCHOR
REQUIREMENTS.
4. ALL IMPACTED RIPARIAN BUFFER
ZONES TO BE PERMANENTLY
STABILIZED PER TOWN OF PITTSBORO
RIPARIAN BUFFER AUTHORIZATION.
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
10'
10'
20'
SCALE: 1"=10' (Vert.)
DRAWING NUMBER
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
AS NOTED
C2
G
REVISION
STATUS: FINAL DESIGN - ISSUED FOR PERMITTING
(NCDOT) NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80—DRAWINGS\CIVIL\CU-102-15610015—FORCEMAIN.DWG 02/21/2022 11:09:14 ED BARNES

524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
478
476
474
472
470
468
466
464
462
460
458
456
454
452
450
448
446
444
442
440
438
436
435
- `2" CARV MH
16+91.212" ' 490
6" 45° DI HORIZ. BEND
STA: 15+22
ti
NS\
5._M
�P
__Z TEMP. SLOPE STABILIZATION ��� ..�� _ems
(TYP. WHERE SHOWN) f 50 �— �5� / r(
(SEE DETAIL EC-17) ` /�—/ —_ — /
/ ./ / / � \ .-----� —� _ �� /
-----r
6" 22.50° DI HORIZ. BEND
STA: 17+56
PROPOSED 6" C900 PVC DR18 FM
TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)""' .
\10' MIN (TYP.)
TEMP. COMBO SILT/TREE PROTECTION
FENCE (TYP. WHERE SHOWN)
(SEE DETAIL EC-11)
N
\\\\ N\\\
LIMITS OF DISTURBANCE
—z1 — ---\ 6" 45° DI HORIZ. BEND
�Zi` ST_AA:21+16 1�� --2,`��� ...
(TYP. WHERE SHOWN)` ---_- ��_—Zi ---
470
PROPOSED 8" PVC SS
(SEE SHEETS C1-C2)
\\‘"R''''\\\\
\ \\\\\\,
\\\\„„'
LT)
� \ ! /
CROSS STREAM VIA
a / ) OPEN CUT
////'"� N
O • i / — - ±20 LF OF 12" STEEL CASIN
�Oo
/
/ \ INSTALL RIP -RAP ON STEAM ,
(SEE DETAILS EC-23 AND EC-24)\� - ��—
\ BANKS AND STREAM BED
N
470
6" 45° VERT. BEND
STA: 25+34
\ \
\ \
\ 25\00
\ \
\ � N
1 6" 45° VERT. BEND
STA:25+291
— 1 11 114
6" 45° DI HORIZ. BEND
Z1 -
FORCEMAIN TIE IN LOCATION
TEMP. STREAM CROSSING AT PUMP STATION IS
(TYP. WHERE SHOWN) THE 6"x6" TEE
(SEE DETAIL EC-16) - DOWNSTREAM OFL
7-K7 ti� 21 THE METER VAULT
— 12 //i
PLAN VIEW
HORIZ: 1"=50'
� z1�—�
SECTIONS)
—
_____ ,_. —27____,---\ \\\.,..........,..----
k •---,---,._____,- -- --2:2,„_. —--- ----'1L--•
�TM
Z2 -B�_� -
MP STATION
PLANS
STA. 25+46
(REF. DWG. M00.0 & M00.1
J
FOR PU
AND."--
-
co
p
ti
O
z
z
=
1
Iril
2" CARV
MH
IIII
I I
16+91.212"
' 1
II
I I
II
IL�_
11
\
II
6" 22.50° DI HORIZ.
BEND
STA: 17+56
6" 45° DI HORIZ. BEND
\
z
_
MH NO. 3
STA: 15+22
\
2
'PROPOSED 6" C900 PVC DR18 FM
M
`
I I
6" 45°
DI HORIZ.
BEND
1
\
�1
EX.
GRADE
} MH NO, 4
STA: 25+38
CONTRACTOR SHALL MAINTAIN
--.
......___
il ,
CONSTANT UPWARD GRADE
TO PROPOSED CARV
N._
��
6"
45° VERT.
BEND
TO AVOID INTERMEDIATE
-- —
6" 22.50° DI HORIZ. BEND
I
3�
/
/ , R
\
I
STA:
25+34
—
�
\
_ HIGH POINTS
(TYP.) _
STA: 19+16
—
— —
— — —
= _
\�
I I
��
"
I
B
��--_I
11—
11
\
N
0
— —
z N
N
z
, x
PROP
GRADE
—
=
w
N�NI
N
, 2
6"x6" TEE
— —
— _
_
��
�
I
STA: 25+46
CONTRACTOR SHALL TIE IN FM AT PUMP STATION 6"x6" TEE
DOWNSTREAM OF METER VAULT AS SHOWN
6" 45° DI HORIZ. BEND—
�;
+
�, �i
�I 1
CON I RACTOR SHALL MAIN FAIN
STA: 21+16
—\
(REF M00.0 & M00.1 FOR PUMP STATION
—
�
\
f
—
—
I I
PLANS
AND SECTIONS)
CONSTANT UPWARD GRADE
TO PROPOSED CARV
TO AVOID INTERMEDIATE
6" 22.50° DI HORIZ. BEND
3
MIN. COVER
I I
—_J
— — _ _ _
= _ ,
I I
HIGH POINTS (TYP.)
STA: 22+26
6" 45° VERT. BEND
STA: 25+29
16+00
17+00
REV.NO.
DESCRIPTION
DATE $
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
18+00
19+00
20+00
21+00
22+00
PROFILE VIEW
HORIZ: 1"=50'
VERT: 1 "=5'
4MKIM&cizEED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
23+00
24+00
25+00
jm•
i :71 CHATHAM PARS
Many Choices. One Place.
26+00
27+00
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
478
476
474
472
470
468
466
464
462
460
458
456
454
452
450
448
446
444
442
440
438
436
435
28+00 28+25
0
50'
SCALE: 1 "=50' (Horiz.)
VILLAGE SOUTH PUMP STATION
AND UTILITIES
FORCEMAIN
STA. 15+00 - STA. 25+46
100'
NOTES:
1. SEE SHEETS D00.2 AND D00.3 FOR
RESTRAINT AND ANCHOR
REQUIREMENTS.
ALL IMPACTED RIPARIAN BUFFER
ZONES TO BE PERMANENTLY
STABILIZED PER TOWN OF PITTSBORO
RIPARIAN BUFFER AUTHORIZATION.
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
[ SCALE
HORIZONTAL:
AS NOTED
AS NOTED
10'
C3
DRAWNG NUMBER
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION

\ '\
s. ��, s.
��, j\_PROPPUE
\ ,,
e9 \At
EX. 12" GATE VALVE p<9 A \ t '
�
\\\�.
\
\ \
V \ ; \
--,-_______________"-----„,„,, 0 \ -'___ ---2
- . • ----->•-•-__ ---------___
Cy
. ----....___ .....___\_________,,.
-- , ----\\------., i / . .
`6%6, \ \
\ / \ 1 1 I \ \ - - .\\ N\ \
8.92 GUARDRAIL TO WL ?
�� \
o• ��' kp
' �}`F F \\
'
•
N
1
NOTES.
2
EX. 12 CAP
CONTRACTOR SHALL REMOVE
� ,� 8.05' WL TO EOP-----._ Sp �'�
.. -� p
�`.� %' 'A ✓r\
•. 1. CONTRACTOR TO INSTALL FIRE
\ '•
) f HYDRANTS IN LOCATIONS SHOWN
EXIST. CAP AND BLOW -OFF
li , ASSEMBLY AND ROUTE
�� WATERLINE AS SHOWN) \ \
5NI) \ STA: 1+00 \
5 / \ \ \ \\ \
/ / i
\12
.
"' �� ~~��. i • • �� -.N\ J
�� � . ��� , '� \ `
\ ! . \ • .t ;. `�\ q� • n
\ \ `�; '��� `u� W \ \
PROP PUE :,' . •�\ 'CP ,,4. •• PROPOSED FORCE MAIN _\TEMP.
w=; 1
�� \.N" . �, II _ `� ' •` ��- \ (SEE SHEETS C2-C3) \
64'
\ \ ` \
°/
••
WATTLE CURB INLET PROTECTION %�
(TYP. WHERE SHOWN) r
(SEE •
DETAIL EC-26)
/
/
J
*
*
ft**(1
O
* a O�
\\ ON PLANS. CONTRACTOR SHALL
y NOT INSTALL ADDITIONAL FIRE
_
HYDRANTS OR BLOW OFF
ASSEMBLIES UNLESS APPROVED IN
WRITING BY OWNER OR ENGINEER.
/ ,- .. 22.50 DI HORIZ. BEND �. 4. ,t 0 TjF N-54o �`\ �M .� * v� * 2. PROPOSED BORE AND JACK OF
/NO / ��q-1�30" RCP STA: 1+11 "+ ��I ! ` •,•,, •:y•�� sv r,� \�''�+f� �'F' ��;' -�� \ \ PROPOSED RECLAIMED WATER \ ) \\ r '; . w4 �% �Q'i ) ** / * SUTTLES ROAD FOR WATER MAIN
e-, • . , ` TTL/') ' .: MAIN (SEE SHEETS C6-C7) / •' ;,� * h SHALL BE COMPLETED PRIOR TO
I
\ RQ �► \
\ �
5 CONTRACTOR TO REMOVE AND REPLACE AD -=` ,� - - _ ,
/5 / ! ��, \, • •.•,•,, , �: �'•"�
EXISTING GUARD RAIL AS REQUIRED , • • .,.:., _ J3 `—�
\�
PROP PUE -
\ --
PROPOSED 12" DIP WL
PR
(CLASS 350 )
: r +� O * \ INSTALLATION OF PROPOSED
w „�.
•1 /� ;.��., * r� ^� ,O
/,D Qr / * Q \�' * RECLAIMED WATER AND FORCE
\ �.r, 41.00• � . , � k_�.,.\ 1 �\ ii� o h �. MAIN.
P,l eis ..■•� ..,�\
�� �� 19.76' FH TO EOP ' • -�'• SILT FENCE LAYOUT AT PIT LOCATIONS o ,�/ \ h* v O *
;••.' .'.•, *� . SEE SHEETS D00.2 AND D00.3 FOR
>�., ' `�*
�� % \\\
�\ ``'
/
-�
�� (SEE DETAIL EC-21)
20 '�'—' s+00 4.70' WL TO EOP PROP PUE
Q"
[� � RESTRAINT AND ANCHOR
f
TEMP. CLOTH AND GRAVEL •REQUIREMENTS.
_ \- . , 15 ■w� F Q- *
RCP �`� \\
INLET PROTECTION �7.. '� 35 x10 LAUNCHING PIT ?
��
RIGHT-OF-WAY
* �, 4. EXISTING RIGHT OF WAY (ROW)
_
SEE DETAIL EC-25 •,. 5g` ,.. _��+00 -ii C.)
( ) 12"x6" DI TEE - ` ' ' • •
�---- r.•, �� -Sxl 7 ' •' • • - ��� •• • " ° •
\\ \-� _ -_ �, 12 45 DI HORIZ. BEND
STA. 3+73 ' ��-� -�• �- ��• �� NEW FIRE HYDRANT
TEMP. SILT FENCE OUTLET 1 ��- �� --`-k _ •`-:*... • F STA: 10+04 � •� •�
t1 -� — -1___ ..__ _ . . , , ,.*00`� ASSEMBLY 12 x6 DI TEE
(TYP. WHERE SHOWN) CrNrEW _3.5 MIN (TYP.) -rra�_ • .. + �;_ ST +
FIRE HYDRANT ,• 12 15
I/•�
. L.
��
/A.
j
`� * SHOWN ON THE PLANS IS
I
�.� Q' * / PROVIDED BY NCDOT AND
* �S O /
1 WITHERS-RAVENEL (WR).
.
4.1. NCDOT ROW IS PROVIDED
\, \
A� _� :�-� • , S2� „�_■
SEE DETAIL EC-12 ---z �_ -� ♦ .,
( ) ASSEMBLY - w ��-� 1 'vir �► •••a �1 ° " /
�� �,� '• 12' 45 DI HORIZ. BEND �\
/�
` _ �\•' �.' �� �' \ STA: 10+85 ,` if \
,,
4
;' �
\�
/ - ���
ALONG SUTTEES ROAD.
4.2. WR ROW IS PROVIDED ALONG
CHATHAM PARK WAY.
TEMP. SLOPE STABILIZATION p�� '•'.•' \,, • �, 19.51' FH TO EOP� \,
\
_ ��_
(TYP. WHERE SHOWN)
y
PROPOSED 12 DIP WL
"
:�, . • o 1
,.
/�
�� //7/1/
SEE DETAIL EC-17
( ) \
CLASS 0
35
.•
\ \
• �`
• _
.
LIMITS OF DISTURBANCE \
(TYP. WHERE SHOWN) , \ -7 PROP PUE ` • CP
±4T LF OF 24 STEEL CASING (0.25 THICKNESS) `
As .
\ \
��
4
1,' „4
�
///i
TEMP. SILT FENCE W/ ±47 OF 12" RJ DIP CARRIER PIPE � '' , oso \„-, � ,, I /
/T \ (TYP. WHERE SHOWN) (INSTALLED BY BORE &JACK) `� i ,�
SEE DETAIL EC-08 t ' ♦
( ) �;.
��
CONTRACTOR TO REMOVE AND REPLACE � �. .oN
r21/
� EXISTING GUARD RAIL AS REQUIRED ��� � `• ,` �',<;•, ��
"Id
9 CI
\ 12 90 DI HORIZ. BEND \ r �r' n.. `� // �/�
1) \ \ STA: 9+53 O :.. , ilk�,� �3.0 GUARDRAIL TO WL 1 /�it
��
�f
\
I
SILT FENCE LAYOUT AT PIT LOCATIONS �..
< \ o (SEE DETAIL EC-21) � I-'� 1.1,�4!i.'•;
0 �� �`\d���
„
��•�� . 4 `. ,'
1
/ A
\�!
\ 10'x10' RECEIVING PIT
.p / •\ /. \ aiAld .
PLAN VIEW
HORIZ: 1"=50'
�
.', / / / ' PA1
�:�
IIV
50'
0
SCALE: 1"=50'
I /
50' 100'
(Horiz.)
566
566
564
564
560
560
558
558
556
556
554
554
I
ic
PROPOSED
6" PVC C900
RCW
550
550
,
(REF.
C6 & C7)
o
548
548
i
,
NEW
FIRE HYDRANT
_
546
546
>
35'x10'
LAUNCHING
PIT
I ASSEMBLY544
544
Q.
542
542
10 x10
RECEIVING
PIT
_
540
==_
540
538
538
11
■r■
.�.
-
-.
aMmdil.„i
536
536
_
_
_
534
534
�
• ����� :_
'.
24"MIN.
,
532
532
�_
`=-J"
1MW�-1
12" 45° DI HORIZ.
BEND
12"x6"
STA:
DI TEE
12+15
530
530
_
__......--
IM„_
STA: 10+85
528
528
EX.GRADE
THEORETICAL
�,_
..
526
526
NEW
FIRE
HYDRANT
--
_
J—�
-_
1:1
SLOPE
PROP
6 C900
PVC FORCEMAIN
1
524
'
EX.UGE
ASSEMBLY
--
- f
__
12"
90° DI
HORIZ.
BEND
_,
522
522
�L�
STA
9+53
12�� ° HORIZ.
BEND
EX. 24" RCP
520
STA: 0+DI
520
__/.
—_�
3 MIN
PROPOSED
12 DIP WL
518
518
(CLASS 350)
,
516
516
_
±47 LF OF 24
STEEL CASING (0.25" THICKNESS)
514
��,
�"�'�
'—_�
-
• • •
CONSTANT
- -
UPWARD
I
GRADE
WI ±47 OF 12"RJ
(INSTALLED BY
DIP CARRIER PIPE
BORE & JACK)
514
512
512
;�I
'�
__,
TO PROPOSED
FIRE HYDRANT510
510
,
12"x6" DI TEE
TO AVOID
INTERMEDIATE
508
508
12" 22.50° DI HORIZ. BEND
STA: 3+73
HIGH POINTS
TYP.
V
STA: 1+11
506
506
EX. 24"
RCP
—_=
504
504
12 in DI CAP
��
502
502
(CONTRACTOR SHALL REMOVE
_�
_
500
500
EXIST. CAP AND BLOW -OFF
S
498
498
AT WRB E AS SHOWN)
_�
496 10'
496
STA:1+00
494
494
492
492
490
490
488
488
486 0'
486
484
484
482
482
480
480
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
PROFILE VIEW
HORIZ: 1"=50'
VERT: 1"=5'
13+00 14+00
14+65
10'
20'
SCALE: 1"=10' (Vert.)
REV.NO.
DESCRIPTION
DATE 1.
li
PROJ. START DATE: 2021, MAY
SCALE
v
VILLAGE
SOUTH
PUMP
STATION
MCE PROJ. # 01561-0015
``� �
''
v L�
CREED
HORIZONTAL:
C4
`�' CA
��Q'-(H
V
��
DRAWN EJB
"'..... -
O .oF /p.• ti9 :,,,
AND
UTILITIES
DESIGNED MDP
AS NOTED
DRAWING NUMBER
G
FINAL DESIGN -ISSUED FOR PERMITTING (NCDOT) -NOT FOR CONSTRUCTION
21 FEB 2022
9� -•
Venture IV Building,Suite 500
In ".cHATHAIvi
MDP
VERTICAL:
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
CHECKED
G
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW -NOT FOR CONSTRUCTION
30 SEP 2021
_ AL
= 0469
1730 Varsity Drive
Raleigh, North Carolina 27606
WATERLINE
PROJ. MGR. KJS
AS NOTED
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
-
zZ
M
Mann
Choices'
h •
One
Place.
REVISION l
' Z � ' -
Phone: Fax:
23 AUG 2021
% .. -�
[phone], [phone]
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
�.
-- �C
STA.
1
+00 STA.
14+65
B
90% DESIGN -TOWN OFPITTSBOROREVIEW- NOTFORCONSTRUCTION
28JUN2021
:!'GINE*' �4„s
NC License* F-1222
STATUS: FINAL DESIGN - ISSUED FOR PERMITTING
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
',,qFL D. Q �`,
,���
www.mckimcreed.com
NOT FOR CONSTRUCTION
REVISIONS
` 0/
�����,
` .1
\
`
`
`NCDOT)
I:\01561\0015\WATER\80—DRAWINGS\CIVIL\CU-103-15610015—WATER.DWG 02/21/2022 11:09:50 ED BARNES

568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
535
35'x10' LAUNCHING PIT
12" GATE VALVE
STA. 15+96
PROP PUE
545 `1
�s+ 'i/— ���— STA: 17+01
PROPOSED 8" WL (LATERAL 1)
(SEE PROFILE THIS SHEET)
/ 2" TEMP. BLOW OFF
/// ASSEMBLY
il1/J � 1
1,11/ILPTh l
111111���
j IIIII i/ FUTURE 8" WATER LINE
111
II II11111 .(BY OTHERS)
I I�II�I Ill l ll, y r_ iin��� —\ �
III ��11111
TEMP. SILT FENCE
(TYP. WHERE SHOWN)
SILT F.EmrE LAYOUT AT PIT LOCATIONS (SEE DETAIL EC-08)
(SEE DETAIL EC-21)
SILT FENCE LAYOUT AT PIT LOCATIONS
/(SEE DETAIL EC-21)
12"x8" DI TEE
STA: 16+00
12" GATE VALVE
STA. 16+04
±67 LF OF 24" STEEL CASING (0.25" THICKNESS)
WI ±67 OF 12" RJ DIP CARRIER PIPE
(INSTALLED BY OPEN CUT)
7 `` \
J 12" GATE VALVE
STA.20+18
1
2" TEMP. BLOW OFF
ASSEMBLY
l t
12" GATE VALVE
STA.20+14
±81 LF OF 16" STEEL CASING (0.25" THICKNESS)
/W/±81 OF 8" RJ DIP CARRIER PIPE
(INSTALLED BY BORE & JACK)
TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
NEW FIRE HYDRANT
ASSEMBLY
12"x6" DI TEE_
TEMP. SLOPE STABILIZATION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-17)
12" 45° DI HORIZ. BEND
STA: 19+43
12" 11.25° DI HORIZ. BEND
�S.I/1�18f a1
PROPOSED 12" DIP WL
(CLASS 350)
LIMITS OF DISTURBANCE INV-538.8
(TYP. WHERE SHOWN)
ICS ,06cX,c
,PROP PUE
TEMP. WATTLE CURB INLET PROTECTION-
(TYP. WHERE SHOWN)
(SEE DETAIL EC-26)
PLAN VIEW
HORIZ: 1"=50'
\
EXIST. END OF ASPHALT
FUTURE 12" WL-
__ (BY OTHERS)-
10' SOIL I `
TEMP. STAW WATTLE
(TYP. WHERE SHOWN)
(SEE DETAIL EC-18)
PROPOSED RECLAIMED WATER
MAIN (SEE SHEETS C6-C7) >�
V y 11 1 PROP PUE�
EXIST. END OF ASPHALT
.j ^ Le;.
1�
12"x12TEE
STA: 04 t°,
TOP-,)
— INV -
12" GATE VALVE
STA. 20+22
12" GATE VALVE
STA. 23+36
\\V
12" 90° DI HORIZ. BEND
STA: 21+66
12" GATE VALVE---.,„
STA. 22+00
2" TEMP. BLOW OFF
ASSEMBLY
FUTURE 12" WL (8 O HERS) S ' \
-12"GATE VALVES--
STA. 22+04
12" GATEVALVE/
STA.22+08
z, - ✓ 35
EXIST. END OF ASPHALT
±119 LF STEEL CASING (0.25" THICKNESS) _
W/ ±119 OF 12" RJ DIP CARRIER PIPE
(INSTALLED BY OPEN CUT)
pPROPijJjI'
PUE on
r2"TEM B'LOWOFF�,�ASSEMBL1
c 11•014,1 11;i1)11 1\ikliii
'11011I/IIlr'I:PiIi
%�I�1�1�IlljI��I
1M PARK 6
-MI
PROPOSED
6"
PVC C900
RCW
(REF.
C6 & C7)
12" GATE
VALVE
12"
GATE
VALVE
STA.
15+96
STA.
16+04
12" 11.25°
DI HORIZ.
BENDo
AIM12
GRITE`——____========
12"YR"
�
'I\�STA.
22+00
STA:16+00
1
��
""'-
••.••.�®�:`�:==`�:�'m
—/
�—
12GATE
VALVE
PROPOSED 12" DIP WL
12"
45° DI HORIZ.
BEND
'" '
0
A
STA. 23+36
(CLASS 350)
:
--
—
STA. 20+22,■■■■■ZUN
I hAC I Oh SHALL MAINTAIN
—12"x12" DI TEE //CONSTANT
UPWARD GRADE
TO PROPOSED FIRE HYDRANT
12 45° DI HORIZ. BEND
STA: 20+10
°
STA: 20+18 12' .a0 DI HORIZ. BENDTO
AVOID INTERMEDIATE
L12" GATE VALVE
STA: 21+6612"
TEMP.
BLOW
OFF
HIGH POINTS (TYP.)
-
STA. 20+14
12"x12" DI TEE ,
1
ASSEMBLY
—
STA:22+04
THEORETICAL
! 12" GATE VALVE
1:1 SLOPE (TYP.)
STA. 22+08
THEORETICAL
1:1 SLOPE(TYP.)
±119 LF OF 24' STEEL CASING
(0.25" THICKNESS)
W/±119 OF 12' RJ DIP CARRIER PIPE
(INSTALLED BY OPEN CUT)
15+00
16+00
17+00
18+00
REV.NO.
DESCRIPTION
DATEF
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
REVISIONS
19+00
20+00
PROFILE VIEW
HORIZ: 1"=50'
VERT: 1"=5'
21+00
22+00
23+00
vMxKIM&cizEED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
24+00
25+00
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
25+75
�m• CHATHAM PARSMany Choices. One Place.
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
50'
0
50'
SCALE: 1 "=50' (Horiz.)
100'
NOTES:
1. SEE SHEETS D00.2 AND D00.3 FOR
RESTRAINT AND ANCHOR
REQUIREMENTS
—
—
—
—
—
—
—
—
—
EX. GRADE
\
PROP. GRADE
(BY OTHERS)
\
12"x8" DI TEE
I
1
8" GATE VALVE
STA: 16+00
(ALONG MAIN
STA. 1+87
ALIGNMENT)
.Y�
I'
I
i
2" TEMP. BLOW OFF
ASSEMBLY
1
I
1
PROPOSED 8" WL
-35'x10'
\
(LATERAL 1)—
I
1
I�'
1
LAUNCHING PIT—
I
10'x10' RECEIVING PIT
1
1
±81 LF OF 16" STEEL CASING (0.25" THICKNESS)
W/ ±81 OF 8" RJ DIP CARRIER PIPE
I
(INSTALLED BY
BORE & JACK)
THEORETICAL
1:1 SLOPE (TYP.)
1+00
2+00
LATERAL 1 PROFILE VIEW
HORIZ: 1"=50'
VERT: 1"=5'
VILLAGE SOUTH PUMP STATION
AND UTILITIES
WATERLINE
STA. 14+65 - STA. 25+02
3+00
PROD. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
4+00
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
10'
10'
20'
SCALE: 1 "=10' (Vert.)
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
AS NOTED
C5
DRAWING NUMBER
F
REVISION
STATUS:
ISSSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80—DRAWINGS\CIVIL\CU-103-15610015—WATER.DWG 11/05/2021 08:41:49 ED BARNES

CONC. APRON
DROP INLET
THROAT: 521.12'
IN: 517.92'
OUT: 517.92'
,AC/A FENCE
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
0
EX. 12" GATE VALVE
♦
EX. 12" CAP,
STA: 1+00 "
(CONTRACTOR SHALL REMOVE,
EXIST. CAP AND
BLOW -OFF ASSEMBLY
AND ROUTE RCW
AS SHOWN)
\\ \\ ow
+ KNOWN PIPE S
\\\
CONTRACTOR TO REMOVE AND REPLACE
\ EXISTING GUARD RAIL AS REQUIRED
0y
95ti 0�
A
S
PROP PUE "P 7 r' 6,9cio
9p 0
``\9`)\ <6„p
TEMP. STAW WATTLE L- <'
(TYP. WHERE SHOWN) p `'2
(SEE DETAIL EC-18) �.`s OAks,
`ass
DROP`
TNRQ�47:• Sb 5'
: 500.89'
IN: 514.48'
5. r
DROR
,THROAT:
(NE): 505 89' \�
IN (SE): 513 64'
• 5 5.79'
LIMITS OF DISTURBANCE
(TYP. WHERE SHOWN)
'TEMP. WATTLE CURB INLET PROTECTION
((TYP. WHERE SHOWN)
((SEE DETAIL EC-26)
TEMP. SILT FENCE
(TYP. WHERE SHOWN)
(SEE DETAIL EC-08)
12"x6" REDUCER
STA: 1+04
6" 11.25° HORIZ. BEND
STA: 1+32
TEMP. SLOPE STABILIZATION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-17)
7,s
PROPOSED FORCE MAIN
(SEE SHEETS C2-C3)
\NY PROPOSED
>(1)
0 I)
0 �
Q 10
o - N
0
Q
of oz
6" PVC DR18 C900 RCW SU TILESR RO6D
(70' /W)
— PROPOSED WATER LINE —
(SEE SHEETS C4-05) s. ,\
3.5' MIN (TYP.)
Q 5' MIN (TYP.)
O 'G <
PROP PUE
6? (\
cn \
-oSL
0 S
�-.� o,.
PLAN VIEW
HORIZ: 1"=50'
TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
6" 45° HORIZ. BEND
STA: 9+16
4r
(
(SEE DETAIL EC-26)
TEMP. WATTLE CURB INLET PROTECTION
TYP WHERE SHOWN)
10' MIN (TYP.)
4
cr
\\ /
\\
TEMP. COMBO SILT/TREE PROTECTION
FENCE (TYP. WHERE SHOWN)
(SEE DETAIL EC-11)
\\ 01y\�
543
`-v
il`
6" GATE VALVE
STA. 10+07
2" CARV MH (w/o VENT PIPE)
STA: 9+96
'PROP PUE
l �L
2" CARV MH
(w/o VENT PIPE)
STA: 9'
__
___•—_
��
PROP 6" PVC C900 FM
MI
—-
24' MIN
L.
GAT VALVE
STA. 10+E 07
—�6"
— _ _�
—
N
-
CONSTANT TO CARV TO AVOID IARD GRADE
TERMED AT
6" 45° HORIZ. BEND
_
+ =
HIGH POINTS TYP.
STA: 9+16
EX. GRADE
f
�'
EX. UGE
3' MIN
—
mil-
i
PROPOSED 6" WL
'
(REF. C4 & C5)
__
6"45 HORIZ. BEND
-- —
'
'�
�`
___
STA: 9+89
_
--
—
EX 24" RCP
_
-�
-�-
___
-
—�
-
_
CONSTANT UPWARD GRADE
MMEall��
PROPOSED
6 PVC DRIB C900
RCW
0 CARV TO AINTVOID
_
--
milmirmimmim
POINTS(TERMEDIAT
HIGH.)
1
EX. 24"RCPMIII
i
6" 11.25° HORIZ.
BEND
_`
I STA:1+32
REDUCER
STA:1 +04
EX. 12" CAP
STA: 1+00
(CONTRACTOR SHALL REMOVE
EXIST. CAP AND
BLOW -OFF ASSEMBLY
AND ROUTE RCW
AS SHOWN)
1+00
2+00
3+00
•REV.NO.
DESCRIPTION
DATE \
G
FINAL DESIGN - ISSUED FOR PERMITTING (NCDOT) - NOT FOR CONSTRUCTION
21 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
N. REVISIONS
4+00
l
5+00
6+00
7+00
PROFILE VIEW
HORIZ: 1 "=50'
VERT: 1 "=5'
4,?fr McKIM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
8+00
9+00
10+00
/
171111,CHATHAM PARK
Many Choices. One Place.
11+00
12+00
/9'////
//
50' 0 50'
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
13+00 13+24
SCALE: 1"=50' (Horiz.)
NOTES:
1. PROPOSED FORCE MAIN BORE AND JACK OF CHATHAM PARKWAY
SHALL BE COMPLETED PRIOR TO INSTALLATION OF PROPOSED
RECLAIMED WATER LINE.
2. SEE SHEETS D00.2 AND D00.3 FOR RESTRAINT AND ANCHOR
REQUIREMENTS.
3. EXISTING RIGHT-OF-WAY (ROW) SHOWN ON THE PLANS IS
PROVIDED BY NCDOT AND WITHERS-RAVENEL.
3.1. NCDOT ROW IS PROVIDED ALONG SUTTLES ROAD.
3.2. WR ROW IS PROVIDED ALONG CHATHAM PARK WAY.
1
VILLAGE SOUTH PUMP STATION
AND UTILITIES
RECLAIMED WATER
STA. 1+00 - STA. 13+24
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
10'
10'
—� 20'
SCALE: 1"=10' (Vert.)
SCALE 1
HORIZONTAL:
AS NOTED
VERTICAL:
AS NOTED
� 1
C6
DRAWING NUMBER
G
REVISION
STATUS: FINAL DESIGN - ISSUED FOR PERMITTING
(NCDOT) NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\CIVIL\CU-104-15610015-RECLAIM.DWG 02/21/2022 11:10:27 ED BARNES

568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
547
PROP PUE
x
10'x10' RECEIVING PIT
4"GATE V LAVE
r STA.2+31
ON rrrr
F •
• q� ^ s40 r r r
�r rr 2"TEM
I
,, , r r
IA/ , >3 64 •21,
r 0qk, AIG,c,,�3o .pp„,/ �+ „it\.
rr/
P. BLOW OFF
ASSEMBLY /dll1�� f ��
�� illy � �i
//�
PROP PUE • llith
rr
r
// i
�- %�7
��� r r , r lil i�ii��° /u
�� iiiiiiiiiiiiiiiiI
�
//
H'AM
/ J
DePARK INV / /
1382 EST
P!3 4 PP Z3??ORS CCU } 4
35'x10' LAUNCHING PIT
6" GATE VALVE
STA. 14+05
6"x4" TEE
STA: 14+08
6" GATE VALVE
STA. 14+11
4" GATE VALVE
STA. 1+03
rn
1 (
LIMITS OF DISTURBANCE
(TYP. WHERE SHOWN)
TEMP. SLOPE STABILIZATION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-17)
PROPOSED 6" PVC DR18 C900 RCW
±84 LF OF 12" STEEL. CASING (0.25" THICKNESS).
W/ ±84 OF 4" RJDIP RCW CARRIER -AWL
//(INSTALLED BY BORE & JACK)
(LATERAL 1)
_-�
1 i ' ,
—
7
f
r ,
TEMP. WATTLE CURB INLET PROTECTION
(TYP. WHERE SHOWN)
(SEE DETAIL EC-26)'
6" 45° HORIZ. BEND
STA: 18+95
2" CARV MH
STA: 18+65
6" 45° HORIZ. BEND
STA: 18+28
SILT FENCE LAYOUT AT PIT LOCATIONS
(SEE DETAIL EC-21)
6" 11.25° HORIZ. BEND
STA: 17+99
TEMP. SILT FENCE
`(TYt3. WHERE -SHOWN) �10'x10' RECEIVING PIT
(SEE DETAIL EC-08)
TEMP. SILT FENCE OUTLET
(TYP. WHERE SHOWN)
(SEE DETAIL EC-12)
4" 90° HORIZ. BEND
562
6"x4" TEE
STA: 17+91
/ I
---PROP PUE—\
--5356
6" GATE VALVE
STA. 17+88
4" GATE VALVE
STA. 1+04
STA: 2+14
ti• / p, `� �-�� NS
`��— SILT FENCE LAYOUT AT PIT SEE DETAIL ECO-21
----__________________,
IN.'-538.85
2" TEMP. BLOW OFF
ASSEMBLY
6" GATE VALVE
STA. 19+92
RCP
6"x6" TEE
STA: 19+92
6" GATE VALVE
STA. 19+87
19+O�IDNi' 2 &
33.9E'—
TEMP. STAW WATTLE
(TYP. WHERE SHOWN)
(SEE DETAIL EC-18)
.00'
1
°
1.
±61 LF OF 16" STEEL CASING 0.25" THICK
W/±61 OF 6" RJ DIP CARRIER PIPE
I(INSTALLED BY OPEN CUT)
±98 LF OF 12" STEEL CASING (.025" THICKNESS)
WI ±98 OF 4" RJDIP RCW CARRIER PIPE
(INSTALLED BY BORE & JACK)
(LATERAL 2)
Thn)lk)‘1
0\\\,` 'Y \\
(\*
PROP PUE'
PUE = LOD
6" 90° HORIZ. BEND.
STA: 20+65
6" 90° HORIZ. BEND
STA: 21+03
2" TEMP. BLOW OFF
ASSEMBLY
INV-537.07'
'QP-540.30'
INV-537.19'''
INV-538.63'
\TOP-V;5-33535�
.i
IN
—6" GATE VALVE
STA. 19+97
2" TEMP. BLOW OFF
ASSEMBLY
PROP PUE 4" GATE VALVE I II
STA 2+98 �I
PLAN VIEW
HORIZ: 1"=50'
1
6" GATE VALVE
STA. 19+97
6"x6" TEE
STA: 19+92
6'
45° HORIZ.
STA:
BEND
18+95
6" GATE VALVE
STA. 19+87
PROPOSED
12" WL
2" CARV
MH
(REF.
C4 &
C5)
STA: 18+65
EX. GRADE
PROPOSED
12"
WL
6" 90°
HORIZ.
STA:
BEND
21+03
(REF.
C4
& C5)
_ _I
_
`
I
1�
'—
6'
90° HORIZ.
BEND—
C
_
a -
STA:
20+65
C
—
—
11.E
_sTs
PROPOSED
--
'
��
6" PVC DR18 C900 RCWI
6"
GATE VALVE
/
_ -,
,
1
6" GATE
VALVE
STA.14+11
STA.17+88
6"x4"
TEE
6"x4" TEE
STA:14+08
STA:17+91
2" TEMP. BLOW
OFF
—6"
GATE VALVE
6" GATE VALVE_
'
ASSEMBLY
STA.
14+05
STA. 17+94
/
N
6"
11.25° HORIZ. BEND_
p
PROPOSED 12" WL
STA:17+99
1
REF. C4 & C5
( )
6" 45° HORIZ. BEND
\
CONTRACTOR SHAI I MAINTAIN
—
CONSTANT UPWARD GRADE
STA: 18+28
—
O CARV TO AVOID INTERMEDIATE
LF OF 16" STEEL
CASING 0.25"
—
THICK
THEORETICAL 1:1
SLOPE (TYP.)
HIGH POINTS (TYP.)
±61
W/±61 OF 6" RJ DIP CARRIER PIPE
—
—
(INSTALLED BY OPEN CUT)
14+00
15+00
16+00
17+00
PROFILE VIEW
HORIZ: 1"=50'
VERT: 1 "=5'
REV.NO.
DESCRIPTION
DATE 1
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
N. REVISIONS
18+00
19+00
20+00
21+00
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
21+25
568
566
564
562
560
"I1,-
�I,/�
II
pH
1lI I1I-j�I
'1(Ifi):iijl'
1I lo' Ii'\'V///,I!/I/iIII!'k'\- ,a ,giill�I'U '!I1I!III
II►
i
y�
PROP PUE4 P
558
556
554
552
550
548 —
546 —
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
cr
ti
EX. GRADE
— — I
6"x4" TEE
STA: 14+08
(ALONG MAIN
ALIGNMENT)
L—
10'x10' RECEIVING PIT
PROP GRADE (BY OTHERS)
2" TEMP. BLOW OFF
ASSEMBLY
4" GATE VALVE
STA. 2+31
—±84 LF OF 12" STEEL CASING
WI ±84 OF 4" RJDIP RCW CARRIER PIPE
(INSTALLED BY BORE & JACK)
(LATERAL 1)
I —4" GATE VALVE-
/ STA.1+03
—35'x10' LAUNCHING PIT
THEORETICAL 1:1
— SLOPE (TYP.)
CONTRACTOR SHALL MAINTAIN
CONSTANT UPWARD GRADE
TO BLOWOFF ASSEMBLY TO AVOID
INTERMEDIATE HIGH POINTS (TYP.)
1+00
2+00
3+00
RCW LATERAL 1 PROFILE VIEW
HORIZ: 1"=50'
VERT: 1 "=5'
1
tCHATHAM PARK
Many Choices. One Place.
3+75
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
NOTES:
1. SEE SHEETS D00.2 AND D00.3 FOR RESTRAINT AND ANCHOR
REQUIREMENTS
PROP
GRADE
(BY OTHERS)
1 EX. GRADE
4" 90°
HORIZ. BEND
STA: 2+14
4" GATE
VALVE
4"
GATE VALVE
STA. 1+04
STA. 2+98
I
2" TEMP.
BLOW
OFF
EX.
GRADE
\
PROPOSED 4" PVC RCW
_1
6"x4" TEE
(LATERAL 2)
ALONG
MAIN
35)(10'
LAUNCHING
PIT
±98 LF
OF 12"
STEEL
CASING (0.25" THICKNESS)
I
WI ±98 OF 4"
RJDIP
RCW CARRIER PIPE
(INSTALLED
BY BORE
& JACK)
THEORETICAL 1:1
SLOPE
(TYP.)
CONTRACTOR SHALL MAINTAIN
CONSTANT UPWARD GRADE
TO BLOWOFF ASSEMBLY TO AVOID
INTERMEDIATE
HIGH POINTS (TYP.)
1+00
2+00
3+00
RCW LATERAL 2 PROFILE VIEW
HORIZ: 1"=50'
VILLAGE SOUTH PUMP STATION
AND UTILITIES
RECLAIMED WATER
STA. 13+24 - STA. 21+11
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
4+00
[ SCALE
HORIZONTAL:
AS NOTED
AS NOTED
568
566
564
562
560
558
556
554
552
550
548
546
544
542
540
538
536
534
532
530
528
526
524
522
520
518
516
514
512
510
508
506
504
502
500
498
496
494
492
490
488
486
484
482
480
4+50
C7
DRAWNG NUMBER
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION

COVER FRAME
ADJUSTMENT
PAVEMENT OR
GROUND LEVEL
4
c 4
LOCATOR WIRE
REINFORCE CONCRETE
ADJUSTING RINGS
KZ/
4
c 4
a
CONTRACTOR SHALL GROOVE JOINT
PRIOR TO SEALING LOCATOR WIRE
B
COVER TOP VIEW
EFFECTIVE: 10/01/16
MANHOLE CONCRETE COLLAR DETAIL
UNPAVED AREA
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
TN;
wywy°
(3) HEX HEAD 3/8 -16
ZINC PLATED BOLT WITH ZINC WASHER
& ZINC COATED STAINLESS STEEL NUT
SPECIFICATIONS:
1. GRAY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. ALL LETTERING SHALL BE CLEAN, CRISP, AND
CLEARLY LEGIBLE.
4. DOMESTICALLY MADE AND MANUFACTURED IN
THE USA.
1 1/2" RAISED LETTERING
(RECESSED FLUSH)
(4) 1" DIA. HANDLING HOLES
ON A 29 3/4" DIA. B.C.
FRAME SECTION
A -A
CAST -IN
STAINLESS
STEEL ROD
COVER SECTION
B-B
CAST -IN GROOVE FOR
Y4" DIAMETER NEOPRENE GASKET
27"
FRAME SECTION
B-B
3/4„
2 346„
COVER SECTION
A -A
WATERTIGHT SEALED
FRAME AND COVER
STANDARD NO: SS-04-002
EFFECTIVE: 10/01/16
STANDARD MANHOLE RING AND COVER
(OUTFALLS OR UNPAVED AREAS - WATERTIGHT APPLICATIONS)
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-003
5/4"_.
8"
BOTTOM SECTION
VALVE BOX COVER,
PANTONE 522 PURPLE.
1" RAISED LETTERING
(RECESSED FLUSH)
(2) CLOSED PICKHOLES
5Y2
LID
6"
7/8„
SQUARE UPPER SECTION
BOX SHALL BE CENTERED
OVER VALVE
ALL PARTS SHALL BE OF
THE SAME MATERIAL AND
SUPPLIED BY THE SAME
MANUFACTURER
COMPLETE BOX
NOTES:
1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 lbs.
2) ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE CAST
FROM CLASS 35 GRAY IRON.
3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND
MANUFACTURED IN THE U.S.A.
4) ASSEMBLY OTHER THAN COVER SHALL BE PAINTED BLACK.
STANDARD MANHOLE RING AND COVER LABELED
"RECLAIMED WATER DO NOT DRINK"
1-1 III —I 1=1 I-1 I 1 I —III —III
I ITM I I IIII I I XI 1 l 1111111111111�
ECCENTRIC CONE
SECTION
PRECAST MANHOLE
SECTION
PVC RECLAIMED
WATER MAIN
PANTONE 522
PURPLE
J
FINISHED GRADE
II_-111-111-111-111-111-
1111 1111III111—
COMBINATION AIR
VALVE SIZED FOR THE
PROPOSED USE
NO LEAD BRASS
COLLAR
NO LEAD
BRASS PIPE
NO LEAD
CORPORATION
STOP
CAUTION RECLAIMED WATER DO
NOT DRINK
EFFECTIVE: 10/01/16
STANDARD VALVE BOX
(FOR RECLAIMED WATER)
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
2" GATE
VALVE
TAPPED TEE FITTING W/
RESTRAINED WEDGE
ACTION RETAINER
GLANDS
CAUTION RECLAIMED WATER
DO NOT DRINK
4"MIN.
6"
12"
MINIMUM
48"
(2) 1/2" x 13/4" HEX HEAD, STAINLESS STEEL BOLTS AND
WASHERS AT 180° COUNTERSUNK. BOLTS & WASHERS
TO BE TYPE 316 STAINLESS STEEL.
(2) OPEN PICKHOLES
1" DIAMETER
FILLETS @ R 1/8"
1)/4" RAISED LETTERING
(RECESSED FLUSH)
COVER TOP VIEW
RING & COVER SPECIFICATIONS:
1. CLASS 35 GREY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. MANHOLE COVER TO BE PAINTED PANTONE
522 PURPLE, AT MINIMUM 10-mils.
4. ALL LETTERING SHALL BE CLEAN, CRISP,
AND CLEARLY LEGIBLE.
5. DOMESTICALLY MADE & MANUFACTURED IN
THE USA.
FOUR ANCHOR BOLTS
1/2" MINIMUM
NOTES:
1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE.
2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS
OTHERWISE NOTED.
3. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5' IN DEPTH.
4. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS,
CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES.
VENT
HOLE
MINIMUM WEIGHTS
RING 180
COVER 120
TOTAL 300
RING TOP VIEW
STANDARD NO: RW-06-013
EFFECTIVE: 10/01/16
STANDARD COMBINATION AIR VALVE MANHOLE
(FOR RECLAIMED WATER)
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: RW-06-012
FINISHED GRADE
ull�\,I111lmnnn
1111111111111
11111111lIIIIIIIIII ���
/!//l////\.\////.\
PVC C-900 OR C-905
WATER MAIN
ENCASEMENT PER TOP SPECS.
STANDARD RECLAIMED VALVE BOX CAST INTO
SURFACE MATERIAL. SEE COVER DETAIL (THIS
SHEET).
NOTE:
VALVE OPERATOR EXTENSION SHALL BE INSTALLED IN
ALL CASES WHERE THE VALVE OPERATOR IS GREATER
THAN 8-FT DEPTH FROM THE SURFACE.
MECHANICAL JOINT GATE
VALVE, RESTRAINED.
VALVE BOX COVER,
PANTONE 522 PURPLE.
CONCRETE
ENCASEMENT
COVER DETAIL
TOP VIEW
12" WASHED STONE BEDDING UNDER
Cq PIPE &VALVE ASSEMBLY
Apr.r�r ri • V\'\ C UTION NEOT DRINK WATER DO
„of! as. 07/. efri 10::".*.ife: 11.11:::telf:."..;%, 41:1• 4%;1
7.; it! • 141
��.' ' %y .w y am•- • � �� 1,
- , r. � . �. ;yam �IS'+• -2�
•
6.NPliPliftrs�.P:' ,•• r • it
i • �
10011111.4.1.0
PP
10'
Cvp,R1ES1
EFFECTIVE: 10/01/16
RECLAIMED WATER GATE VALVE ASSEMBLY
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: RW-06-014
REV.NO.
DESCRIPTION
DATE 1
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
p
45 DEGREES
•
4
n
a
a
4" SCH40 STEEL PIPE WITH PRIMER
AND EPDXY COATING ON OUTSIDE
AND COAL TAR ON INSIDE OR HOT
DIPPED GALVANIZED
1/4" SS MESH SCREEN
2' OVER 100 YEAR
FLOOD ELEVATION
4" x 3" STAINLESS STEEL STRAPS
2'-0" O.C. MIN OF 3 STRAPS
2 - 5/8" x 3" S.S. EXPANSION
ANCHOR BOLTS PER STRAP
SEAL WITH CAP
2 COURSES OF GRADE RINGS
MAXIMUM IN ROADS ONLY.
NO GRADE RINGS ALLOWED
IN OFF -ROAD INSTALLATION.
RINGS TO BE SET IN MASTIC
STRAIGHT WALL OF
M.H. TO BE LOCATED
OVER INLET
BUTYL RUBBER
MASTIC JOINT (TYP)
6" WIDE BUTYL MASTIC
TAPE ON EXTERIOR OF
JOINT (TYP)
RESILIENT RUBBER BOOT
WITH SS CLAMPS
EFFECTIVE: 10/01/16
SEALED AND VENTED SEWER MANHOLE
NOT TO SCALE
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
9"
MANHOLE FRAME AND COVER (TYP)
- OFF ROAD: ANCHOR TO TOP WITH FOUR (4)
STAINLESS STEEL EXPANSION BOLTS
- IN ROAD: CONCRETE COLLAR BELOW FINISHED
ROAD COURSE AND EMBEDDED IN GRAVEL BASE COURSE
6" THICK AND 5' MINIMUM O.C.
- FRAME TO BE SET IN MASTIC
MH DIAMETER
See "Standard Specifications"
COMPACTED #67
STONE BASE
1-2 TOP COURSE
HB BINDER COURSE
CONCRETE COLLAR, MIN. 6" THICK AND 5'
MIN. O.D. (MUST SPAN FRAME/CONE JOINT)
MANHOLE STEP ARE NOT
TO BE PROVIDED
INTERIOR JOINT: APPLY
NON -SHRINK GROUT
-- 5"
PRECAST INVERTS ONLY
STANDARD NO: SS-04-006
EFFECTIVE: 10/01/16
PRECAST MANHOLE
NOT TO SCALE
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-008
MN
■ ■
MI ■■ ■■
CHATHAM PARK
Many Choices. One Place.
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
TOWN OF PITTSBORO STD SEWER AND
RECLAIMED WATER DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.0
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:44:17 ED BARNES

X▪ mom00
c0mm00
CD m 7
▪ m r = m
cooOVom
r
0cowz-1
C1�_. O=
z*gym
D - W -1
C O
0
HII
=0
zm
zm
2 =
c�
cc
U1co H
0)
0W
00
�0
0�
m D
cn
me
Dz
A
w-
0
c
m
0
11=11-11.=11=111= #11#11=1
tawaftwavn
It^ran ier l� liai
1' IE o i I, II1
Alt =IL
I4IL _II_
0004
II= )'01111:1.
—74
r , 11=
11 111-04.1
#II—
II=II*11=11
0
m
m
z m
-O
m
m
02
m0
Oc
E
F
0
z
m
-71
x
w
m
2 LUGS 3/8" x 1/4"
(n Z
0
00)
z-J
n*
CD
m
0
NOTE
ALL DIMENSIONS ARE +/-
HIZEI
18" MIN.
24" MAX. I
Z w
�m
Dm
<
rD
> <
m
Ow
O
0 X
m
D
1
EFFECTIVE: 10/01/16
STANDARD FIRE HYDRANT
E
BOTTOM
(SCREW TYPE)
C
m
r
r
m
0
m
z
c
5
z
C D 2 Z
Z Z O
m00m
m�z..
OMB
O
Imo
A m
(7w
m(nm
D -1 -I
D
0mm
0Om
zO
zm
m
(�
CAST AS APPROPRIATE FOR
"WATER". "SEWER".
DOMESTICALLY MADE AND
MANUFACTURED IN U.S.A. WATER
LINES SHALL BE CAST "SEWER"
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: PW-03-010
REV.NO.
DESCRIPTION
DATE 1
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
0co0z
z00
m D z -1
=m�m
73-0Hm
Dmoo
0 z m 0
m m n1 w
0 0*
O
r I
m m -n
z
00H
Z 2 z
00
z m
z(7m
0
EFFECTIVE: 10/01/16
s
COVER
3' MIN. COVER
BLOW OFF ASSEMBLY
PAVED AREA
1-2 TOP
COURSE
HB BINDER
COURSE
GRAVEL
COURSE BASE
FINISH GRADE
POURED CONCRETE COLLAR
WATER
CAST AS APPROPRIATE FOR
"WATER", "SEWER".
RECLAIMED WATER LINES
SHALL BE CAST 'SEWER"
<�Do
m D Z 0
*z-m
z r_
CO -1c
mmz>
corm
zmmr
zpr
I —
m-ixm
0=m-
m
= Z
-1 Do)
m00
m0
w
z m
O
0DX
m m
p>0
mm0
0(7)D
ZzD
°D
m 0 7J
N c 0
D
=mm
M 0 •
0•
m„
mD
0D�
m
<n D
mD<
m
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: PW-03-011
4'-0"
ROADWAY
- BACKFILL -
II TAMPED IN 6"
_LIFTS
I1=
45°
roperallNIMMIBI
3/4" TYPE K SOFT COPPER
�i PIPE NO JOINTS OR
►�4I11" COUPLINGS
UNPAVED AREA
DRILL HOLE USE BOLT TO
SECURE WIRE TO INSIDE OF V.B.
FINISH GRADE
N
GRASS UTILITY STRIP
VGV 11,1 I
MI 4'
EFFECTIVE: 10/01/16
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
CORPORATION COCK
CONC. BRICK UNDER CORP.
COCK FOR SUPPORT
WATER MAIN
NOTE:
CARRY WASHED STONE UNDER
AND AROUND PIPE TO PROTECT
CORPORATION COCK
PRECAST CONCRETE DONUT
(BENCH INTO FINISH GRADE)
ADJUSTABEL CAST IRON
VALVE BOX
14 GA. TRACER WIRE,
BLUE INSULATION - WATER
GREEN INSULATION - SEWER
PURPLE INSULATION -
RECLAIMED WATER
COMPACTED EARTH
METER BOX
CONCRETE SIDEWALK
3/4" x 5/8" METER
SET BY TOWN
LOCKABLE
STOP COCK
3" #67 STONE
SET BOX ON
2"x
BRICKS
UNDISTURBED SOIL
TOP VIEW
GENERAL NOTES:
1. FOR POTABLE WATER APPLICATIONS, BLOW -OFF ASSEMBLY TO REMAIN AFTER CONSTRUCTION.
2. FOR RECLAIMED WATER APPLICATION, BLOW -OFF ASSEMBLY TO BE REMOVED UPON
COMPLETION OF CONSTRUCTION AND PRIOR TO THE MAIN BEING PLACED IN SERVICE. TAPPED
MJ PLUG TO BE REMOVED AND REPLACED WITH SOLID MJ PLUG UPON COMPLETION OF
CONSTRUCTION.
FINISHED GRADE
TOP OF METER NEEDS
TO BE WITHIN
6"-10" OF SURFACE
DUAL CHECK VALVE
BACKFLOW PREVENTION
DEVICE
fCRIMP WATER
SERVICE 18" LONG
\ ems■ 0
\\\\\\\\\v� -11 Ir I1�11TIll.11 Il �1 I _� III
_AnV--.VOtt��r--t�r.-4T.= I
n n: tr=tr=n � _
/4" x 5/8" x 12" COPPER 11 11 I1' tt—t�t
SETTER METER YO -1r 4 V
=1—I:=4.= :l —n—iAHI_RJI
18"
TRANSITION UP TO BOX
DRAWING NOT TO SCALE
STANDARD 1" WATER SERVICE
N.
CHATHAM PARK
Many Choices. One Place.
NOTES:
1. MAXIMUM DIRECT TAP SIZES ARE INDICATED
IN SPECIFICATIONS.
2. METER BOX TO BE LOCATED AT R/W.
3. ALL FITTINGS TO BE FLARED. COMPRESSION
FITTINGS ARE NOT ALLOWED.
4. ALL 3/4" x 5/8" WATER METERS TO BE
SUPPLIED BY TOWN.
5. METER TO READ IN 100's OF GALLONS.
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: PW-03-012
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
TOWN OF PITTSBORO STD POTABLE
WATER DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.1
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:44:25 ED BARNES

NOTES:
1. SPACING FOR SPIDERS TO BE 2 PER 18 FOOT LENGTH
OF PIPE, ONE SUPPORT AT EACH END.
2. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS
COATED AFTER FABRICATION.
3. FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN
SLOPE IN CARRIER PIPE.
STEEL SPIDER SUPPORTS
2 PER JOINT OF PIPE
=1I�II�I�II�II�``III_
a�Tl�� 1, ll„Ill�lll�ll�Jlrl� �,
D.I.P. CARRIER PIPE
STEEL ENCASEMENT PIPE
SHOES ON EACH
FOOT OF SPIDER
D.I.P. CARRIER
PIPE
CONTINUOUS
WELD BOTH
SIDES (TYP.)
ENCLOSED ENDS WITH
8" BRICK MASONRY
2" BEVEL
ICI I ICI jI I 1.11 I 1J,.
i l l ITI I I11,1 I hI I1=„11
I —I I I —I I I —I I I— I HI I —I I I 117, 7f4ff-- ITf---11M---I = I 1,
I,, I I I I��= I II I I I I III' II
2" DRAIN PIPE
AT LOW END
ELEVATION
PLAN VIEW
DRAINAGE GRAVEL
(12 CU.FT. STONE)
STEEL ENCASEMENT PIPE
(SEE STANDARD SPECIFICATIONS)
6" x %8" STEEL PLATE
EFFECTIVE: 10/01 / 16
MIN. *
BLOCK DIM.
3'x3'x3'
4'x4'x2.5'
4'x4'x5'
"A" -DIMENSION
HOOK
CO
CO
0)
MIN
BAR SIZE
LI J LLl
CLN
O V/
m
co
N
r
STEEL CASING PIPE, CARRIER
PIPE AND SPIDERS
NOT TO SCALE
* FOR 125 P.S.I. WORKING PRESSURE.
W
1—
O
Z
- w
_ d
Q CO
ULLI
Q0
0 0O
O
0
CC W
<Hz
CC 0
W 0
Et0o
mJO
0<0
U)
w~a
W D
CO Z W
_ z
LU CC
� � J
W (nW
20I-
H
CO
C W
O
Ox=
U W '
0 ro Q m F-
mpo0o)
U = <
H
2
W < z
w H 0 0 w
n W U w
1 - V N > W
Z Z 2 O
U00§0_
J W U 0< Z
O U I < 2 0
<OD<OHO
wms<0WU0i
cn
Z
z
OJ
o
= W
W 0
0
2w
cU 0
irn
irn 1171
0
UW
OJ
m < 0
H W z
co 0
0 0
CC
2 W 0
H 0- co
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-002
cn
2
H
W
CC a_
Ua
Z
00
O N
pR
cr
cr
y �1
\O'70 8'
TOWN OF PITTSBORO
STANDARD NO: MU-02-007.00
TYPICAL LOCATIONS OF THRUST BLOCKS
REV.NO.
DESCRIPTION
DATE $
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
WATER LINE EXCLUSION AND EXTRA PROTECTION ZONES*
PRESSURIZED SANITARY SEWER
GRAVITY SANITARY SEWER
N
S3I VA
„9
KY/
co y
U
ct =J0
H co
0)
w
0
z
w
W � F=- W U
ry Q } coW
Uco0-1 Q cov7zz< "-
�- 00) D 0
E _ _ = U 0 W
HDOOco JHH
Z Z U z H Q 0 W
W 0— C.)0 0
H U Q Q WE z U
_L� W OHUwXU
a= m Q w Lill-
U
�`�UaaaW�
Z(LLFZJ W <Q0
0 0 d w� LIJ m<
w504_OOU W
0) J Z II-
O-W0mm o 0 O H J m 2_og-WDU •
�U)�Q Cn10)
(000 W W (3O' 0Q
Qz0IYQ<02ZJ
HQw Qa0u_ D
M
0)
W
H
O
z
Z co
0W
g
0_ W
WQ
v7
0
Z 0
W
uJW
a
o�
J Z
< 0 0
UHrn
Z IUo
U
H �
ct
0 X <
ZW�
Q m W
WWLL
00r2
TOWN OF PITTSBORO
Gp,RO
. we
o it"
�Q a�
MINIMUM THRUST BLOCK AREA
REQUIRED (YxW) (SQ. FT.)
WATER PIPE
45° & 22 1/2°
BENDS
co
M
c0
Lr)
r-
Csi
TEE, DEAD END,
90° BEND
CO
4
CO
10
14
V
N
PIPE SIZE
4" OR LESS
e
SECTION A -A
STANDARD NO: MU-02-003.00
E-
W
TOWN OF PITTSBORO
U
WATER LINE EXTRA PROTECTION
DUCTILE IRON PIPE WITH RESTRAINED OR MECHANICAL JOINTS*
U
az�
Qz
Zoo
1<z
w�m
O
co�
NIW ,06
0)
0z
z0
o°a
0:0 ° 0 0°0
00°8o o8O
0 °ail° 0
8008° 0
o 0 0 0 0 0 0 0
0 0°0°0 o°p00
0000 00000 001
0 0 00 0 o 0
TRENCH WIDTH
TRENCH W
o 0"0: 0° 0 0 0
80o80 0°°0 0° 00 0 o° ° °0 O t3
000 000o O°c
0° 00° 0 0 8 0 00 0 00 00 0 0 °o"
.o °0:0 VP 0°oa o0°op 0
80 O 0 o O o 0 o 00
oao . 1
� o 0
F-
F
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
TYPE "B" TRENCH REPAIR
TYPE "A" TRENCH REPAIR
"T TOP" TRENCH REPAIR
0
m
0
5
w
j
7
0
0
U
W
0)
N
O
0
U
x
0 —
�a a
Nw
L.I_
2
0
z
w
1-
w
x W
x �
K
8 0080 0° 800 l
0.0g ,0°0
°0°
0 0°0 080 0
0 0°0° °0
80080 0
N
go
0.8
Oo 0o 0o 0°
°o O 00
0 0 O o oo°O 0
°oQ O 0°0: 0
O a O° o o 0
ww
aZZ
0 04 W
QO(n
Cr JJ
LL LL
0) 0 m 00
m < m m
40 0 ° 0 O 10
°8 00° 0 00°Oo 0
o p O O O 0 O O o 0 C
o 0 0 0 0 0 0 0
- 0 0 O Q 0 op 0Q O
���ppp""" 00°00 0D°00 0
)o Oo00o. 09
CLASS A CONCRETE
3
TRENCH WID
F z
p O
2a
>U
UOLL
ZO_U
Wald
(-<0)
cc
Q
0
W
2
U
z
uJ
cc
w
0
>-
"T TOP" TRENCH REPAIR
W
aZ
� J
ZuJ
OW
� W
W O)
J Q
~ W
UN
Z 0
Oco
OLU
D
W 0-
I—
OO
0_1-
X Et
W 0
(TRENCH IN FUTURE ROADWAY PRISM OR ALLEY)
(TRENCH NOT UNDER CONCRETE OR ASPHALT PAVEMENT)
Q
a
W
W
U in
W
O H
O
w Z
2
W
U
0
Z
O
a
z
x
U
Z
0
1-
0c
aTc
o_
W
cc
x
Y U
Z
N 0
N m
w w
m a
1-
x r
coZ
N 2
0 00 0 0
W 0 (3 2
LL F Z Z
C)
�
0 2
to U 1 w H
O 5
OZ Q 0 ~j 0
wcn Z CO a
N N o w a
w
w F 5w
§ a W Z m
LU
U O wOJ
Q w x U TiO4 o)Ei W x
¢0 ¢ w
x U u)wa
IC 2 Z J
L.
O)ZOZ H X-U
Z p O Z 0 w Z x
O D U a w 2 x
0 0 04 2 z � j 0
U IiU W 2 x0_ J
W U00- U x,y
a w0(n ¢ ZF-0.
(na2x w �(/)U
oNoH H0co
>0)))- U < Ow
0 m U z O w 0 m
a w O a z w O} O O
¢x1o01 0)1wo
F- O 6 W (n o O W
F p LL a � UW
w w U a LL> a z a W
U Z aN Z W z i W 0 1- 2axaW(anIaaJZclmrWU�W~JF-a'J W (7
Ow?J- CQ F-Z
U W LLS: OLL=w a' W U
C x0(n�a~0=a¢J
z 0 0 0 0} 0 0 a
W O~ H O H 0 .Zr Z z 0
m la
2 U U_ w w
J 0 Q w LL- N Ow
w pU(ZwOWazZJWUQLL�mW0w �wCY)�OaaZWaU QFOWaZ0'a'UJmOZ)O�w�S~Z ro O � Q
a' U J w m ZW Z L Z W O
m
Q Q W Z H Z
itLL W awavw)=v=E
aW -a U00_0)J W>
au QF Z LI 04 (0 � W J R
0 ZJ(0zz.Zaa
Z (t Z
Z_Q=LLFO F-m‹O aO
DE
JF-Y W a'0_2 W a' W
�O-(UiIQU�w2Qao'
QY W O)z- p-a a'O
I m w z O w (2 0 p W
W px(i�jw�~ ww
- 0)>, Y
>aw(wnaw>O W dU
01--FmQw0a0wlx-
ui
W
H
O
z
*REFER TO TOWN OF PITTSBORO STANDARD SPECITICATIONS SECTION 15A NCAC 18C.0906
N My Ln co 0-0 of
0
STANDARD NO: MU-02-009.00
1
ENCASEMENT FOR PIPE CROSSING*
o
CHATHAM PARK
Many Choices. One Place.
LIJ
0
co
-15
LLI
CC
111
0
•
Cl a
2710 9/CI
0
SECTION A -A
0
cn
co
TOWN OF PITTSBORO
uP
(21
STANDARD NO: MU-02-005.00
44
cip
co
0
co
0
1-7
co
cn
0
0
0
cn
0
NRO
iZZ' itN.
cr,
cr .4
(D4101.
.z., 01
TOWN OF PITTSBORO
Lu
2 cc
LU
rx
0
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
TOWN OF PITTSBORO STD MISC UTILITY
DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
r- SCALE
HORIZONTAL:
TBD
TBD
DRAWNG NUMBER
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
1:\01561\0015\WATER\80—DRAWINGS\DETAILS\D00.0 DETAILS — SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:44:34 ED BARNES

FINISHED GRADE IN R/W
FINISHED GRADE
IN OUTFALL AREAS
C4
N787F
PIPE
SIZE
A
B
C
D
4"
12-1/2"
10-1/8"
2-1/2"
1-3/4"
6"
14-1/2"
12-1/8"
3-9/16"
2-13/16"
8"
16-3'4"
14-3/8"
4-21/32"
3-29/32"
10"
19-1/16"
16-11/16"
5-3/4"
5"
12"
22-5/16"
19-3/16"
6-3/4"
5-7/8"
RODS ARE ATTACHED TO LUGS CAST ON
BELL OF HYDRANT. IF HYDRANT IS NOT
FITTED WITH LUGS, RODS ARE ATTACHED
AS SHOWN BY THE DOTTED LINES.
HYDRANT ANCHOR
THIS DETAIL IS FOR USE ONLY ON UNDERGROUND INSTALLATIONS WHERE THE USE OF CONCRETE THRUST BLOCKING CANNOT
BE USED BECAUSE OF OBSTRUCTIONS, OR REQUIREMENTS OF THE SPECIFICATIONS...
CLAMPS SHALL BE 1/2 BY 2 INCHES FOR PIPE 4 AND 6 INCHES IN DIAMETER; 5/8 BY 2-1/2 INCHES FOR PIP 8 AND 10
INCHES; 5/8 BY 3 INCHES FOR PIPE 12 INCHES, BOLT HOLES SHALL BE 1/16 INCH IN DIAMETER LARGER THAN BOLTS.
RODS SHALL BE 3/4 INCHES IN DIAMETER FOR PIPES 4, 6 AND 8 INCHES IN DIAMETER; 7/8 INCHES FOR PIPE 10
INCHES AND 1 INCH IN DIAMETER FOR PIPE 12 INCHES.
BOLTS SHALL BE 5/8 INCHES IN DIAMETER FOR PIPE 4, 6 AND 8 INCHES IN DIAMETER; 3/4 INCHES FOR PIPE 10
INCHES AND 7/8 INCHES IN DIAMETER FOR PIPE 12 INCHES.
WASHERS MAY BE CAST IRON OR STEEL, ROUND OR SQUARE, DIMENSIONS FOR CAST IRON WASHERS ARE 5/8 BY 3
INCHES FOR PIPE 4, 6, 8 AND 10 INCHES IN DIAMETER AND 3/4 BY 3-1/2 INCHES FOR PIPE 12 INCHES. DIMENSIONS FOR
STEEL WASHERS ARE 1/2 BY 3 INCHES FOR PIPE 4, 6, 8 AND 10 INCHES IN DIAMETER AND 1/2 BY 3-1/2 INCHES FOR
PIPE 12 INCHES IN DIAMETER. HOLES SHALL BE 1/8 INCH LARGER THAN THE RODS.
FOR PIPE LARGER THAN 12 INCHES IN DIAMETER, RESTRAINT DETAILS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.
EFFECTIVE: 10/01/16
JOINT RESTRAINT WITH TIE RODS
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-010.01
1. ALL TIE RODS, ROD COUPLINGS, TURNBUCKLES, BOLTS AND NUTS FOR THESE JOINTS SHALL BE OF CARBON STEEL
EQUIVALENT TO A.S.T.M. A-307, GRADE B, WITH CADMIUM PLATING IN ACCORDANCE WITH A.S.T.M. A-165, EXCEPT
THAT THE MIN. THICKNESS OF THE PLATING SHALL BE .0002 OF AN INCH. CADMIUM PLATED BOLTS SHALL HAVE
CLASS 2A THREADS AND THE NUTS, ROD COUPLINGS AND TURNBUCKLES SHALL HAVE 2B THREADS.
2. HIGH STRENGTH, HEAT TREATED CAST IRON T--HEAD BOLTS WITH HEXAGON NUTS, ALL IN ACCORDANCE WITH THE
STRENGTH REQUIREMENTS OF A.W.W.A. C-111, MAY BE USED IN LIEU OF THE CADMIUM PLATED BOLTS AND NUTS.
3. THE SKETCHES IN THIS SERIES OF FIGURES SHOW ACCEPTABLE METHODS OF PROVIDING ANCHORAGE, THERE IS
NO PARTICULAR SIGNIFICANCE TO BE ATTACHED TO WHETHER THE SKETCH SHOWS A BELL AND SPIGOT JOINT OR
A STANDARD MECHANICAL JOINT. THE ANCHORING PROCEDURE ILLUSTRATED APPLIES IN MOST CASES TO EITHER
TYPE OF JOINT. IN SOME CASES, DIMENSIONS OF THE PARTICULAR PIPE OR HUB AND SPACE AVAILABLE FOR
WORKING AROUND THE PARTICULAR JOINT WILL INFLUENCE THE CHOICE OF METHODS USED.
4. IN CERTAIN ASSEMBLIES OF RODS AND CLAMPS SHOWN, RODS RUN FROM A LUG ON THE FITTING (OR A CLAMP
BEHIND THE HUB OF A BELL) TO A CLAMP AGAINST A FACE OF A BELL. NOTE THAT THIS ARRANGEMENT ANCHORS
ONLY ONE JOINT. THE STABILITY OF THE JOINT WHERE THE CLAMP IS AGAINST THE FACE OF THE BELL DEPENDS
ON HAVING SOIL ABOVE A RELATIVELY LONG PIECE OF PIPE ON BOTH SIDES OF THE JOINT. CONSEQUENTLY, IF
THE DISTANCE BETWEEN THE FIRST AND SECOND JOINTS IS LESS THEN 12 FEET, THE SECOND JOINT SHOWN
SHALL BE ANCHORED BY A CLAMP BEHIND THE HUB OF THE BELL AND RODS TO A CLAMP AT THE FACE OF THE
NEXT BELL.
5. COATING TYPE: A.H.D. ASPHALTIC PRIMER 719(A). - ALL EXPOSED METAL.
FINISH GRADE
MARKER BALL
IDENTIFICATION TAPE
TRENCH
D1 = 24"
LOCATOR WIRE
IDENTIFICATION TAPE COLOR AND MARKING SCHEDULE
PIPELINE USE
COLOR
PRINTED MESSAGE
RECLAIMED WATER
PANTON PURPLE
CAUTION: RECLAIM WATER
POTABLE WATER
SOLID COLUMBIA BLUE
CAUTION: POTABLE WATER LINE
SEWER
GREEN
CAUTION: SANITARY SEWER
EFFECTIVE: 10/01/16
JOINT RESTRAINT WITH TIE RODS
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
NOTES:
1. I.D. TAPE AND LOCATOR WIRE SHALL
BE INSTALLED ON PUBLIC
DISTRIBUTION AND COLLECTION
MAINS FOR ALL PIPE MATERIALS AND
SIZES 4" AND LARGER
2. LOCATOR WIRE SHALL BE 14 GAUGE
THWN COPPER WIRE
3. D1 SHALL BE 12", HOWEVER, ADJUST
D1 AS NECESSARY SO THAT D2 IS
NEVER GREATER THAN 48"
4. LOCATOR WIRE SHALL
ORIGINATE/TERMINATE AT VALVE
BOXES AND MANHOLES AND BE
SECURED TO VALVE BOX OR
MANHOLE NO MORE THAN 12" BELOW
COVER.
5. LOCATOR WIRE SHALL BE VERIFIED
FOR ELECTRICAL CONTINUITY ALONG
THE ENTIRE LENGTH
6. MARKER BALLS FOR RECLAIM ONLY,
D3 = 24"
PIPE LOCATOR WIRE, MARKING BALLS & TAPE
STANDARD NO: MU-02-0I0.02
EFFECTIVE: 10/01/16
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-012.00
MINIMUM 4" DUCTILE IRON PIPE (FLANGED) /f VENT PIPING W/ STAINLESS
INCREASE TO MATCH ARV SIZE
STEEL BUG SCREEN
STANDARD MANHOLE
RING & COVER 1
4
1
I-III-III-III--
11 11 1=1 1=1 1=1 I-
' 11 I -I I-I-111-11I .
11=1 11=1 11=1 I I -I I
-I 11111-IIIIIII
IIIEHEIHEI ''=1 11=1 11=1 11=1 11=
11=1 11=1 11=1 I I- °
-1 1-111III III - III .
•
111=„I11 111
VALVE CONNECTION
2" NPT
3"-8" FLANGE
(OR STUDS)
MJ x FLG TEE WITH
BRANCH >_ y2 THE
RUN DIAMETER
11.
4" I.D.D.I. WALLPIPE
CAST IN MH TOP
COMBINATION
AIR VALVE
1'-0"
2'-0"
MINIMUM
_ .. .. _ . 100-YEAR FLOOD.
ELEVATION
4"-8"
PLUG
VALVE
OR
2"-3"
GATE
VALVE
1'I0"
11=1 11=1 I ICI 11=1 11=1 11=1 11=
-III-III-III-III-III-III-'
11E111E111E111E111E1 I'
! III -III -I II-II-I11-
11=1 11=1 11=1 11-"'
111111111111111111 1'I
=1 1=III=111-
11=III=III=
III -III -I 1
11=1 11=1 11=1,
-III-III-III-.
11=1 11=1 11=1 11-
-III-III III-
1_1111111-
111'
6'-0" MINIMUM
(2) 1/2" x 1 3/4" HEX HEAD, STAINLESS STEEL BOLTS AND
WASHERS AT 180° COUNTERSUNK. BOLTS & WASHERS
TO BE TYPE 316 STAINLESS STEEL -
RING & COVER SPECIFICATIONS:
1. CLASS 35 GREY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. MANHOLE COVER TO BE PAINTED PANTONE
522 PURPLE, AT MINIMUM 10-mils.
4. ALL LETTERING SHALL BE CLEAN, CRISP,
AND CLEARLY LEGIBLE.
5. DOMESTICALLY MADE & MANUFACTURED IN
THE USA.
NOTES;
1. ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE.
2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE
PROTECTO 401 LINED. 2 INCH PIPE SHALL BE BRASS.
3. 2 INCH VALVE AND BRASS PIPING SHALL CONNECT TO THE
TEE VIA A TAPPED FLANGE, FLANGE FILLER OR FLANGE
REDUCER.
4. MANHOLE INTERIOR SHALL BE COATED WITH MINIMUM 80
mils OF AN APPROVED EPDXY COATING.
5. MINIMUM 6 FOOT DIAMETER MANHOLE SHALL BE USED WITH
FORCE MAINS 20 INCHES AND LARGER.
6. WHERE MANHOLE MUST BE LOCATED IN PAVED AREAS,
PROVIDE TYPICAL ECCENTRIC TAPERED CONE SECTION.
7. VENT PIPE MAY BE OMITTED TO MEET RIGHT-OF-WAY
REQUIREMENTS.
8. MANHOLES DEEPER THAN 12 FEET SHALL HAVE AN
EXTENDED BASE.
(2) OPEN PICKHOLES
1" DIAMETER
FILLETS @ R 1/8"
1 1/4" RAISED LETTERING
(RECESSED FLUSH)
MINIMUM WEIGHTS
RING 180
COVER 120
TOTAL 300
* VENT PIPE SHALL ONLY BE INSTALLED IN ISOLATED
AREAS AS APPROVED. WHERE VENT PIPE IS NOT
INSTALLED, PROVIDE MANHOLE COVER WITH 1" VENT HOLE
FOUR ANCHOR BOLTS
1/2" MINIMUM
COVER TOP VIEW
RING TOP VIEW
VENT
HOLE
MC-3
COMBINATION AIR RELEASE VALVE MANHOLE (FOR FORCE MAINS)
N.T.S.
REV.NO.
DESCRIPTION
DATE $
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
P
SEAL
fr5,19.,47.1
' 0 �,P
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
REPAIR INTERIOR
MANHOLE
COATING UPON
COMPLETION OF
CORED
CONNECTION
GRAVITY SEWER
NOTE: CROWN OF
FM TO MATCH
CROWN OF EXIST.
GRAVITY SEWER
(11114
� Ittlak14,
GRAVITY SEWER
EXISTING MANHOLE
CORE AND RUBBER BOOT SEAL (TYP.)
THRUST RESTRAINT COLLAR
PER STANDARD DETAIL MC-2
PVC FORCE MAIN
PROVIDE PROPER CLEARANCE WITH JOINT
PER PRECAST MANHOLE MFG.
RESTRAINED MJ 45' BEND, (401 UNED)
ANGLE OF 45' BEND MUST BE DIRECTED
TOWARD DOWNSTREAM END OF MH AS TO
NOT IMPEDE GRAVITY FLOW
EXISTING MANHOLE
RUBBER BOOT SEAL (TYP.)
THRUST RESTRAINT COLLAR
PER STANDARD DETAIL MC-2
PVC FORCE MAIN
RESTRAINED MJ 45• BEND, (401 UNED)
ANGLE OF 45" BEND MUST BE DIRECTED
TOWARD DOWNSTREAM END OF MH AS TO
NOT IMPEDE GRAVITY FLOW
MC-1
FORCE MAIN CONNECTION TO MH N.T.S.
■ ■
■ ■
•1 EN
CHATHAM PARK
Many Choices. One Place.
1'
J
NqiNffinigl
WIENER
3" MIN.
CLEARANCE
THRUST COLLAR -� 1/ C"
UNDISTURBED SOIL
Vgl f,00„- 00 �0 ° rTho°
;.. ....:.;:y. • . .
"Y" BAR
REINFORCING REQUIREMENTS
°
•
111
• ,• t. t,
.4*
`AN" 000°o ti .1)
"B"
3" MIN.
CLEARANCE
I.D. PIPE
REBAR SIZE
"X" BAR LENGTH
"X" BAR WEIGHT
"Y" BAR LENGTH
"Y" BAR WEIGHT
NO. REQUIRED
6" - 36"
#5
2'-2"+ 0.D. PIPE
1.043 LBS/FT
1'-1"
1.1 LBS. EACH
X-24, Y-12
48" & greater
#6
3'-0"+ 0.D. PIPE
1.502 LBS/FT
1'-3"
1.9 LBS. EACH
X-24, Y-12
THRUST COLLAR • AND THRUST SCHEDULE
I.D. PIPE
"A"
"B"
"C"
"D"
6" - 16"
1'-4"
1'-7"
2"
3/8"
20" - 24"
1'-4"
1'-7"
3"
1 /2"
30" - 36"
1'-4"
1'-7"
4"
5/8"
48" & greater
1'-8"
1'-9"
g"
7/8"
NOTES:
1. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
2. REINFORCING BARS SHALL BE DEFORMED AND TIED TO
3. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK
MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL
4. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL
5. THRUST COLLAR MUST BE FACTORY WELDED ON BOTH
COLLAR AROUND CIRCUMFERENCE.
GETHER.
INSTALLATION SHALL BE THE
SIDES ALONG BOTH EDGES OF
MC-2
THRUST COLLAR DETAIL
N.T.S.
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
TOWN OF PITTSBORO STD MISC UTILITY
DETAILS AND FM DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJ B
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.3
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:44:41 ED BARNES

FLOODTIGHT HATCH
ACCESS HATCH —
STAINLESS STEEL LIFTING CHAIN
PVC STRAIN
WOVEN GRIP.
r�
RELIEF FOR ELECTRIC CABLE WITH PVC TYPE
MOUNT TO HATCH FRAME. (TYPICAL FOR 2)
"__..,
1
CONDUIT TO POWER UNIT
1
I a FINISHED GRADE
—' I
III III In 111 nl
1-
�I
zTr ii n n iii=
A
\V-III
\\
\\
\ /
ELECTRGRINDERC
III III
-w 1 11 1
III -I I�
_—_
STAINLESS STEEL CHAIN
_
11 11I 11 111E111_11'
11 111E 111E11111 E
-III I-III-1 I-
=11
III-111 III
-I 1
I� III1111E
FINISHED GRADE
1° i
°
`=1
111111E 11i 111E 11 1
I ' 1=1 1 1 1 1 I I WEI 1
11�11111 11111111E
1 "'III I��
111111E �,
111 1I1 1I I1 1II-
111111-111=11II
111 111� 1111�
STAINLESS STEEL GUIDE
PLATE AND FRAME
,
=
�
_--_�'1
-III.
4" SCH 80 PVC CONDUIT TO ELECTRIC UNIT
— _
��� V A
UNIT //`
\ STAINLESS STEEL GUIDE RAIL
/ / 1 �
j1.Ir
\ \
±
I`
-
klit...
C
/
_
SEWAGE GRINDER
veiti4
1
II
i
STAINLESS STEEL
OVERFLOW BAR SCREEN
STAINLESS STEEL OVERFLOW BAR SCREEN
_�
.
'
a
__�,..
\
070r010=I
d.1
SEWAGE GRINDER UNIT
\ \\�
r
GUIDE PLATE
//"""'
(°
-
PRESSURE TRANSDUCER
AND FRAME
\
----.
/
v
.
INFLUENT PIPE 0
A
7
— ,
SUBMERSIBLE PUMPS AND PIPING
(TYPICAL FOR 2)
„
r f
°
��
-\_2..3'
1 1
SUBMERSIBLE PUMPS AND PIPING
(TYPICAL FOR 2)
PLAN VIEW
°
80 mil
COATING
a
SEE PLAN VIEW &
SECTION "B—B" FOR
SUBMERSIBLE PUMPS
SEE SHEET 2 OF
2 FOR
°
AND PIPING.
80 mil. EPDXY COATING
°
SEE SHEET 1 OF 2 FOR
PLAN VIEW AND SECTION "A —A"
SECTION "B—B"
°
°
° AIw
NOTE:
J
, ' r• +
r �,,;,,,
ACCESS HATCH SHALL BE SIZED TO ALLOW FOR
INSTALLATION AND REMOVAL OF GRINDER UNIT.
-
SECTION "A A"
d °
?O
f
:
SECTION "B-B"
,
DETAIL No.►-i
DETAIL No.
'�
'411.l•1
SEWAGE GRINDER UNIT (WET WELL INSTALLATION)
07500.04
l'1'
SEWAGE GRINDER
UNIT (WET WELL INSTALLATION)
07500.04
EFFECTIVE: 05/15/20
SHEET 1 OF 2
EFFECTIVE: 05/15/20
SHEET 2 OF 2
OPENING AS REQUIRED
1/4" THICK DIAMOND PATTERN ALUMINUM
COVER PLATE W/ EXTRUDED ALUMINUM
NOTES:
SIPHON BREAK
1. HOSE BIB SHALL ACCOMMODATE STANDARD 3/4 INCH GARDEN HOSE.
2. ALL FITTINGS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS
B54.
PER
3. SIGN SHALL BE8 21"x15" & 0.125 MINIMUM GAUGE ALUMINUM GRADE
6061 OR BETTER. LETTERING SHALL BE 1-3/4 INCH.
4. RPZ MAY BE OMITTED IN SOME APPLICATIONS OF NONPOTABLE USE
WHERE THE HYDRANT IS SEPARATELY METERED AND ALL PLUMBING
CODE REQUIREMENTS ARE MET.
LIFTING HANDLE
SQUARE KEY LATCH
FRAME (WELDED)
SEE INSET 'B'
,-
• -----•--,
-
` �
,111E=-111E-•
-
<
•
a•
I
• °
REQUIRED
a•.
�� I
�
a•aa -'
a
a
8
SQUARE
.44244 r4424 4424.5.44244 +524, ss4424.5 442442+52.-,� ,65:
a
m
30" MAXIMUM
. RPZ PER DETAIL 06200.02
**.
KEY LOCK
I
I ��____�
11 I
a'
`
�;
a
<
A
D o
i''- I
►� it
L►>
OPENING AS
.
•
OPENING AS REQUIRED
a HINGED FALL
B. PROTECTION
GRATING
►:•;•; ►;•;••
INSET B
D
m
D
GRADE
4-Elir41 .._
""""""
"A
SECTION -A"
���
_-___- __.. �+��
GRATING FRAME
AS PER
MANUFACTURER
6"
FINISHEDOPEN
(COVER SHOWN IN
DIAMOND PATTERN ALUMINUM CLEAR
COVER PLATE
POSITION)
I—II—III—
III=II=II=
1 III III1,
c
^' aa `^I=
. a. .'•
I
IF
=III=III=III=1I
II=III=III=11==I=I=I
-II
—11=—=III=III—=II=III—=III=III—=III=III—=III=
I=I1=1
------
II_III_III_III_III_III=I
1= III= III= III= III= III=III=
=I1=I1=I1=I1=I1=I1=1
---- -I---- - - TIT
=III=IIII=IIII=IIII=EI ---=I-II=IIIII=IIII=IIII=II-
11=I 1-1111111111111111 III111E_=--
= II=III=/III=III=III=III=III=III=III- III- III-II iii
Ia
PLAN VIEW
—3/1
k4.q..CI:_.A...FLOORSTAINLESS
x
p.
a
STEEL &
ALUMINUM POSITIVE
LOCKING HOLD OPEN
II11I11I_III III III I1 111111E11
- - 111Ei 111i Eri 1r1
4"x 24"x 24" 1 I-111 III -III 1 1-
-III 111E111=111=111
CONCRETE I=1I1-III=III-I 1=
SPLASH PAD =111i 111E111E111E11I
11111; I=
I III-
III III-
111 111 i,1'
III=1
I11-111
-III=1I
I I I I I
- -
III 111-III III 111E
W 1II11111111111111111111111111
0 -I11111E111E111E-I
I I1=1I I=1I I=1I I=1I1=
I I I III II;
I - - --=--
-
1 111-11H
11I1111111
=1i
11III
METER
���I:1
111
i 1E111=111-
SEE NOTE #1 ARM
a
-
- STAINLESS STEEL
HINGE W/ TAMPER
— — —
a a s
PROOF FASTENERS
It -_
,II1I=1I
1I1-11I
1 CUBIC FOOT OF -111=
-III
#57 WASHED STONE Ell
;111
1II—III— ?—1I1-1I1-1I1E1I1E1
—1II=1I1- III—III—III=III=1I1=
III -III -I -III-III-III=1 I=1
11E111E1 s III=III=III=III=III=
l 1 N -I 11III-III-III-I
1-I I-1 1-1 1-1
s— 111E111E111-
—111E111111E
=1II=111Ell-
=III=III-''
Ell 1 11
=1 1=1 I'
.# 4.
d 01
_�'
/
r1 %
..,:ti
1
-.,
-1_I 1=1_I 1=1 I I=1 11=1
IIIII111=
111EIEIH_II-I_IHEIHEI
111=111=111=111111-
"' "' "' "'-
`�
=1 I H 1-
=111=1I
_11—I-
—1'
NOTES:
DETAIL
1. ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR GROUT
SHALL BE COATED WITH BITUMINOUS MATERIAL FOR PROTECTION.
2. HATCHES SHALL BE SINGLE OR DOUBLE HATCH DEPENDING ON%t,�+����
OPENING SIZE AND MANUFACTURER'S RECOMMENDATIONS.
3. HATCH SHALL BE RATED FOR H-20 LOADING.
i i
{ �S'����
I I
� � —III=1
�i„,-;4 =1 :
=� 1., ��
�iY+
„
III-III-III-III-III-III-1I1 11=111E1111111EIII_=1
I I-LI=LILI 111E 11 � 111E `'' 1-111=1 i 1 _u k TYPE K, 1 " DIAMETER COPPER
-111=111- 111_ TUBING WITH THREADED TO
COMPRESSION FITTING AT HYDRANT
12"
ALUMINUM ACCESS HATCH
DETAIL No.
STANDARD YARD HYDRANT (NON -FREEZE)
DETAIL No.
07500.06
SHEET 1 OF 1
06000.16
SHEET 1 OF 1
REV.NO.
DESCRIPTION
DATE $
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
e
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
MN
■ ■
�.�
1
CHATHAM PARK
Many Choices. One Place.
1'
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
MISC PUMP STATION STANDARD
DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.4
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80—DRAWINGS\DETAILS\D00.0 DETAILS — SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:44:44 ED BARNES

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After thepermanent cessation of construction activities,anyareas with temporary
P rY
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
will not dislodge the soil. Use one of the
Stabilize the ground sufficiently so that rain
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on levelground,at least 50 feet awayfrom storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in
accordance with local and state solid waste regulations and at an
approved facility.
3. Manage washout from mortar mixers in accordance with the
above item and in addition place the mixer and associated
materials on impervious barrier and within lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements,
where applicable. If an alternate method or product is to be used,
contact your approval authority for review and approval. If local
standard details are not available, use one of the two types of
temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective
curb or sidewalk sections. Stormwater accumulated within the
washout may not be pumped into or discharged to the storm drain
system or receiving surface waters. Liquid waste must be pumped
out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and
surface waters unless it can be shown that no other alternatives
are reasonably available. At a minimum, install protection of
storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and
install a stone entrance pad in front of the washout. Additional
controls may be required by the approving authority.
8. Install at least one sign directing concrete trucks to the washout
within the project limits. Post signage on the washout itself to
identify this location.
9. Remove leavings from the washout when at approximately 75%
capacity to limit overflow events. Replace the tarp, sand bags or
other temporary structural components when no longer
functional. When utilizing alternative or proprietary products,
follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining
leavings and dispose of in an approved disposal facility. Fill pit, if
applicable, and stabilize any disturbance caused by removal of
washout.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
.A
0 0 0
O\V V/
0
0
>
A
A
0 0 0
CONCRETE
WASHOUT
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
PLAN
1:1
SIDE SLOP
(TYP.
10 MIL
PLASTIC
LINING
SANDBAGS (TYP.)
OR STAPLES
SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
COHESIVE & 1 10.4p7.1
MI
LOW FILTRATION AAA ASIL R
0\ v� Vri
%0
0> <0
0 0
0> <0
00^a o
/VVVV
CONCRETE
WASHOUT
>
>
oz
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
PLAN
10 MIL
PLASTIC LINING
1:1 SIDE SLOP
i(TYP.)
SECTION B-B
SANDBAGS (TYP.)
QI2G,$TAPLES
COHESIVE &
LOW FILTRATION
SOIL BERM
NOTES:
1. ACTUAL LOCATION DETERMINED IN
FIELD
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
12 INCHES OF FREEBOARD.
3. CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
which
greater
performed
were
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for Lhe measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDOs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of Lhe person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
AL (east once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5)Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
1.
2.
3.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
Documentation Requirements
(a} Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
to E&SC measures.
Complete, date and sign an inspection report.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.
2.
Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring,inspections ormore stringent practices if staff
Papply g
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill or release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(1)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
REV.NO.
DESCRIPTION
DATE 1
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
1/4
0011 111i,,,,/
f4?4,
GA•
SY'`
SEAL-
6 94
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
CHATHAM PARK
Many Choices. One Place.
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
NCGO1 GROUND STABILIZATION AND
SELF INSPECTION
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.5
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:44:48 ED BARNES

EC-01
EROSION CONTROL CONSTRUCTION SEQUENCE
N.T.S.
EC-02
EROSION CONTROL GENERAL NOTES
N.T.S.
EC-03
SEEDBED PREPERATION
N.T.S.
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR
CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS
PROJECT.
2. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, STREAM BUFFERS,
TREE PROTECTION AREAS AND LIMITS OF DISTURBANCE PRIOR TO LAND DISTURBING ACTIVITIES.
3. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE, ENGINEER, CITY
OF DURHAM AND NCDEQ-LAND QUALITY SECTION REPRESENTATIVE (919-791-4200) PRIOR TO ANY LAND DISTURBING
ACTIVITY ON SITE.
4. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE MUST BE OBTAINED BEFORE ANY
LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF
INTENT (e-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE
PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE
KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS
SHALL BE MADE IMMEDIATELY.
7. IF IT IS DETERMINED DURING CONSTRUCTION THAT ANY SEDIMENT IS LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION.
CONTACT OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
8. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN DAYS SPECIFIED BY THE NPDES
GENERAL PERMIT STABILIZATION REQUIREMENTS AFTER COMPLETION OF ANY PHASE OF GRADING. SEEDING SHALL
BE IN ACCORDANCE WITH EC-06 AND EC-07 ON THIS SHEET.
9. MAINTAIN A COPY OF THE LETTER OF PLAN APPROVAL ON SITE FOR SEDIMENTATION AND EROSION CONTROL FROM
NCDEQ-LAND QUALITY SECTION AS WELL AS THE PREVIOUS 30 DAYS OF SELF INSPECTION RECORDS, RAIN GAUGE,
APPROVAL CERTIFICATE/LETTER, APPROVED PLAN, NPDES PERMIT, AND ANY 401/404 DOCUMENTATION. THESE ITEMS
SHOULD BE LOCATED NEAR THE MAIN CONSTRUCTION ENTRANCE. COORDINATE WITH THE INSPECTOR IF AN
ALTERNATIVE LOCATION IS PREFERRED. ADDITIONAL INFORMATION AND A LINK TO THE NCG01 COMBINED
SELF -MONITORING FORM CAN BE FOUND AT: HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-
RESOURCES/EN ERGY-MI NERAL-LAND-PERMITS/STORMWATER-
PERMITS/CONSTRUCTION-SW.
10. CONTRACTOR TO POST COUNTY GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
11. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF
EROSION CONTROL MEASURES, STORM SEWER PIPES AND UNDERGROUND UTILITY LINES. CONTRACTOR IS TO CALL
1-800-632-4949 FOR "NC ONE CALL" OR "811" TO HAVE EXISTING UTILITIES LOCATED.
12. INSTALL TEMPORARY SILT FENCE, SUPER SILT FENCE, TREE PROTECTION FENCE AND OTHER MEASURES AS SHOWN
ON PLANS. SILT FENCE SHOULD BE INSTALLED ON ALL DOWNSLOPE PORTIONS OF THE DISTURBED AREA. SILT FENCE
SHOULD NOT BE INSTALLED ON THE HIGH SIDE OF THE DISTURBANCE AREA (TREE PROTECTION FENCING IS AN
ACCEPTABLE ALTERNATIVE IF DESIRED). SILT FENCE OUTLETS SHOULD BE INSTALLED AT ALL LOW SPOTS AND
ANYWHERE WATER IS POOLING. SILT FENCE AND OUTLET LOCATIONS MAY VARY FROM THE APPROVED PLANS PER
SITE CONDITIONS. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL BORROW/STOCKPILE/WASTE AREAS, ALL
LAYOUT/STAGING AREAS, AND ALONG EITHER SIDE OF ALL TEMPORARY CONSTRUCTION ACCESS ROADS/CORRIDORS.
13. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES AS SHOWN AND DETAILED IN THESE PLANS. CONTRACTOR
TO PHASE THE OVERALL EROSION CONTROL BASED ON INSTALLATION OF THE SEWER LINE. CONTRACTOR TO
COORDINATE THE EROSION CONTROL INSTALLATION WITH THE CITY OF DURHAM AND NCDEQ.
14. CONTRACTOR TO REFER TO THE TEMPORARY STREAM CROSSING DETAILS (EC-16) AS REQUIRED DURING THE
INSTALLATION OF THE SEWER LINE. AT ALL STREAM CROSSINGS, CONTRACTOR SHALL ADHERE TO THE FOLLOWING
SEQUENCE:
14.1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
14.2. INSTALL UP -STREAM COFFER DAM, COMPLETE WORK IN DRY AREAS, RESTORE STREAM, AND REMOVE UP -STREAM
COFFERDAM.
14.3. INSTALL DOWN -STREAM COFFER DAM, COMPLETE WORK IN DRY AREAS, RESTORE STREAM, AND REMOVE
DOWN -STREAM COFFERDAM.
14.4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
14.5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH DAY.
14.6. CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NEEDED DURING STREAM AND
WETLAND CROSSINGS. CONTRACTOR TO MINIMIZE THE IMPACTS TO STREAMS AND WETLANDS DURING
INSTALLATION.
15. TEMPORARY INLET PROTECTION TO BE INSTALLED AS SHOWN ON THE PLANS. THESE DEVICES ARE TO REMAIN IN
PLACE UNTIL THE SITE HAS BEEN STABILIZED AND APPROVAL FOR REMOVAL HAS BEEN GIVEN.
16. INSTALL TEMPORARY CLEAN WATER DITCHES (CWTD), ARC FILTER INLET PROTECTION, STRAW WATTLE/CHECK DAMS
AND TEMPORARY SLOPE DRAINS AS SHOWN ON PLANS WHEN CONTRACTOR IS WORKING IN THESE AREAS. THE
DEVICES ARE TO REMAIN IN PLACE UNTIL THE AREA IS STABILIZED AND APPROVAL FOR REMOVAL HAS BEEN GIVEN BY
CHATHAM COUNTY AND ENGINEER.
17. OPEN TRENCH, INSTALL SANITARY SEWER AND BACKFILL TRENCH DAILY. WHEN BACKFILLING THESE AREAS,
STABILIZATION SHALL BE INSTALLED PER DETAIL EC-03.
18. CONTRACTOR IS TO DEWATER THE OPENED TRENCH DAILY AS NEEDED BUT AT A MINIMUM AFTER EVERY RAINFALL
EVENT. REFER TO DETAIL EC26 FOR DEWATERING CONSTRUCTION SPECIFICATIONS AND REQUIREMENTS.
19. WHEN STABILIZING RIPARIAN BUFFERS AND WETLAND CROSSINGS, CONTRACTOR IS TO PLANT SEED PER THE
SEEDING SCHEDULE SHOWN ON DETAIL EC-05.
20. CONTRACTOR TO STABILIZE STREAM BANKS PER DETAIL EC-23.
21. THE CONTRACTOR SHALL STABILIZE RIPARIAN BUFFERS AND STREAM CROSSINGS AT THE TIME OF THE ACTUAL
CROSSING. CONTRACTOR TO UTILIZE EXTREME CAUTION TO ENSURE THESE AREAS ARE STABILIZED AND THAT NO
SEDIMENT ENCROACHES DOWNSTREAM OF THESE CROSSINGS.
22. SPOIL PLACEMENT SHALL BE ON THE UPSTREAM SIDE OF THE TRENCH ONLY. ANY ADDITIONAL EXCAVATED MATERIAL
IS TO HAULED OFF AND DISPOSED OF IN AN APPROVED LANDFILL AT THE CONTRACTORS EXPENSE.
23. ANY DEWATERING ON THE PROJECT SHALL BE DONE THOUGH A SILT BAG (REFER TO DETAIL EC-14).
24. STABILIZE SITE AS TRENCH IS RESTORED TO ORIGINAL GRADE WITH VEGETATION AND/OR PAVING AS SHOWN ON
PLANS. THIS STABILIZATION IS TO BE COMPLETED DAILY.
25. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE EROSION CONTROL (EC) DETAILS AND
TECHNICAL SPECIFICATIONS.
26. ONCE ALL GROUNDCOVER HAS BEEN ESTABLISHED IN A SPECIFIC AREA, THE CONTRACTOR SHALL CONTACT CHATHAM
COUNTY AND ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION CONTROL MEASURES.
27. ONCE AREA HAS BEEN APPROVED FOR REMOVAL OF EROSION AND SEDIMENTATION MEASURES, CONTRACTOR SHALL
REMOVE THESE MEASURES AND INSTALL PERMANENT SEEDING PER DETAIL EC-07.
28. AFTER THE ENTIRE SITE IS COMPLETELY STABILIZED, CONTRACTOR SHALL REQUEST PERMISSION FROM CHATHAM
COUNTY AND ENGINEER TO REMOVE ALL TEMPORARY MEASURES. ONCE APPROVAL IS GIVEN, REMOVE ALL
TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION AS REQUIRED AND ON ANY RESULTING BARE AREAS.
REPAIR ANY AREAS DISTURBED DURING REMOVAL.
29. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT CHATHAM COUNTY TO CLOSE OUT THE E&SC
PLAN. AFTER CHATHAM COUNTY INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT,
THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100
ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION
CONTROL PLANNING AND DESIGN MANUAL.
2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY.
3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER THE
ENGINEER OR ENVIRONMENTAL INSPECTOR.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE MAINTAINED UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN STABILIZED
WITH THE ESTABLISHMENT OF PERMANENT VEGETATION.
5. DUST ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF OILS AND OTHER PETROLEUM BASED
OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS STRICTLY PROHIBITED.
6. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC BY CONSTRUCTION ENTRANCES, CONTRACTOR
SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT SHALL BE INTERCEPTED AND
TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT
CONSTRUCTION LIMITS.
7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 1-FOOT DEEP.
8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1.
9. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF,
OR RECYCLED OFF SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS.
10. ALL SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT PER THE STABILIZATION
TIMEFRAMES DETAILED IN THESE PLANS. (REFER TO DETAIL EC-3.1). REFER TO EROSION CONTROL DETAILS FOR ADDITIONAL
REQUIREMENTS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FOR ANY BORROW AND/OR SPOIL AREAS OR DISTURBED AREAS NOT
SHOWN ON THESE PLANS. THIS SHALL INCLUDE ALL COST ASSOCIATED WITH OBTAINING PERMIT.
12. CONTRACTOR SHALL FOLLOW EROSION CONTROL CONSTRUCTION SEQUENCE UNLESS GIVEN WRITTEN APPROVAL FROM ENGINEER FOR
VARIANCE.
13. LIMITS OF DISTURBANCE SHALL BE PHASED THROUGHOUT THE PROJECT SITE. DISTURBANCE TIMEFRAMES FOR TEMPORARY STREAM AND
WETLAND CROSSINGS ARE TO BE MINIMIZED. CONTRACTOR TO COORDINATE THE DISTURBANCE LENGTH WITH THE CITY OF DURHAM AND
NCDEQ.
14. IF RIP -RAP IS NOT REQUIRED AND STRAW WITH TACK LINER IS TO BE USED, WATER COURSE SHALL BE SEEDED PER SIDE DITCH SEEDING
SCHEDULE DETAIL USING SEEDBED PREPARATION SCHEDULE DETAIL.
15. TOTAL DISTURBED AREA IS 4.59 ACRES.
16. IN AREAS WHERE RIP -RAP IS TO BE INSTALLED, THE CONTRACTOR IS TO INSTALL PER DETAIL EC-12.
17. WOODMAT SHALL HAVE SIDE PANELS TO PREVENT MATERIAL FROM FALLING OFF THE SIDES AND INTO THE STREAM.
18. IN SOME CASES A WATER BAR ABOVE STREAM CROSSING MAY BE NEEDED TO PREVENT RUNOFF ON THE CONSTRUCTION ENTRANCE
FLOWING DOWN TO THE STREAM.
19. ALL WORK WITHIN BUFFERS AND WETLANDS SHALL BE STABILIZED AT THE END OF EACH WORK DAY (COVER STOCKPILES WITH
MATTING/TARPS, SEED/MULCH, ETC)
20. COMPOST SOCK MAY BE SUBSTITUTED FOR SILT FENCE OUTLET GRAVEL, SLOPE BREAKS, CHECK DAMS AND INLET PROTECTION. THE
COMPOST SOCK MUST BE INSTALLED PER MANUFACTURER SPECIFICATIONS. THEY MUST BE SIZED TO PREVENT OVERTOPPING. FOR SILT
FENCE OUTLETS, THE INSTALLED HEIGHT CAN BE NO LESS THAN 16 INCHES. WATTLES, COIR LOGS, FILTER LOGS, ETC. ARE NOT
ACCEPTABLE FOR THESE USES.
21. UTILIZE SILT FENCE J-HOOKS AT SILT FENCE OUTLET LOCATIONS IN WHICH THE RUNOFF FLOW DIRECTION IS PARALLEL TO THE OUTLET.
THIS WILL HELP PREVENT OUTLET BYPASS AND REDUCE RUNOFF ALONG THE SILT FENCE.
22. PLACE A LAYER OF SAND, SCREENINGS OR FINES ON PAVED SURFACES PRIOR TO DEPOSITION OF EXCAVATED MATERIALS. THESE AREAS
ARE TO BE WITHIN THE PERMITTED LIMITS OF DISTURBANCE.
J
EC-06
TEMPORARY SEEDING SCHEDULE
N.T.S.
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE:
SPECIES: RATE (lb/acre):
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN 50
PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SEEDING DATES:
MOUNTAINS (ABOVE 2,500'): FEB. 15 - MAY 15
(BELOW 2,500'): FEB. 1 - MAY 1
PIEDMONT: JAN. 1 - MAY 1
COASTAL PLAIN: DEC. 1 -APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER.
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE:
SPECIES: RATE (lb/acre):
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS:
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30
AUG. 15 - DEC. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. IF CRIMPING IS TO BE USED,
INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND INTSALL THE OTHER 1/2 OF MULCH ON TOP.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR
KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
SPECIES:
GERMAN MILLET
RATE (lb/acre):
40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 lb/acre.
SEEDING DATES:
MOUNTAINS
PIEDMONT:
COASTAL PLAIN:
MAY 15- AUG. 15
MAY 1 - AUG. 15
APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. IF CRIMPING IS TO BE USED,
INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND INTALL THE OTHER 1/2 OF MULCH ON TOP.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REV.NO.
DESCRIPTION
DATE 1
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
e"
e
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, WHERE REQUIRED.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE EC-4).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEE EC-4 FOR PERMANENT SEEDING SCHEDULE.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
8. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
i
EC-04
J
SOIL STOCKPILE MAINTENANCE REQUIREMENTS
N.T.S.
1. EXCAVATED MATERIAL FROM TRENCHES ARE TO BE PLACED ON THE UPSTREAM SIDE OF THE TRENCH. NO ADDITIONAL "STOCKPILE' AREAS ARE TO BE UTILIZED OUTSIDE OF THE
EXISTING LIMITS OF DISTURBANCE.
2. SEEDING OR COVERING OF STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE
TO KEEP WATER FROM RUNNING UNDER THE PLASTIC.
3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE(S) ARE IN USE.
4. STOCKPILE HEIGHT SHALL NOT EXCEED 10 FEE TALL.
5. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
e
1
EC-05
ZONE 1 RIPARIAN BUFFER RESTORATION NOTES
N.T.S.
WITHIN AREAS THAT WILL BE TEMPORARILY DISTURBED, THE APPLICANT WILL BE RESPONSIBLE FOR FULFILLING THE FOLLOWING REQUIREMENTS:
1. TWO DIFFERENT NATIVE TREE, SHRUB, OR FOREST SPECIES SHALL BE PLANTED IN ALL TEMPORARILY DISTURBED ZONE 1 RIPARIAN BUFFER AREAS AT A DENSITY TO PROVIDE
260 TREES PER ACRE AT MATURITY.
2. TREE PLANTING DENSITY SHALL BE APPROXIMATELY 436 (10 X 10 TREE SPACING) TO 681 (8 X 8 TREE SPACING) TREES PER ACRE.
3. ESTIMATED CONSTRUCTION START DATE IS JUNE 2020 AND ESTIMATED CONSTRUCTION COMPLETION DATE IS MARCH 2022. RESTORATION OF TREES, SHRUBS, AND FOREST
SHALL BE COMPLETED BY THE FIRST SUBSEQUENT PLANTING SEASON, BETWEEN NOVEMBER 1ST AND MARCH 30TH.
4. A ONE-TIME FERTILIZATION OF TREES WILL OCCUR, SHOULD FERTILIZATION BE NECESSARY BASED ON GROWTH.
5. A VISUAL MONITORING REPORT OF THE RESTORED AREAS IS REQUIRED AT A MINIMUM OF QUARTERLY FOR THE FIRST YEAR AND THEN ANNUALLY UNTIL THE SITE IS STABLE
AND VEGETATION IS SUCCESSFUL. VEGETATION SUCCESS IS DEFINED AS A TREE DENSITY SUFFICIENT TO PROVIDE 260 TREES PER ACRE AT MATURITY.
EC-07
PERMANENT SEEDING SCHEDULE
N.T.S.
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE:
SPECIES: RATE (lb/acre):
TALL FESCUE 300
KOBE LESPEDEZA 40
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR 15 lb/acre SUDANGRASS. PRIOR TO MAY 1 OR
AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
SEEDING DATES:
FALL
LATE WINTER:
BEST : POSSIBLE:
AUG. 15 - SEPT. 15 AUG. 20 - OCT. 25
FEB. 15 - MAR. 21 FEB. 1 - APR. 15.
FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF DOBE LESPEDEZA
OVER.
FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND
750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.'
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE
A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
RECOMMENDATIONS FOR GRASS -LINED CHANNELS
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
TALL FESCUE 300
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre SUDANGRASS OR 15 lb/acre GERMAN MILLET. PRIOR TO MAY 1 OR
AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
SEEDING DATES:
BEST:
POSSIBLE:
AUG. 25 - OCT.
FEB. - APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 lb/acre RYE GRAIN AND
USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND
1,000 Ib/acre 10-10-10 FERTILIZER
MULCH:
USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND DITCHES, AND
STAPLE SECURELY. THE LINING SHOULD EXTEND TO THE TOP OF BANK. ON CHANNEL SIDE SLOPES ABOVE
THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 Ib/acre GRAIN STRAW,
AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN
CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE
SOIL TESTS OR APPLY 150 lb/acre 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
RECOMENDATIONS FOR RIPARIAN BUFFERS AND WETLANDS
SEEDING MIXTURE:
RECOMMENDED APPLICATION RATE: 20-25 LBS. PER ACRE
SPECIES
COMMON NAME
PERCENT
ELYMUS VIRGINICUS
VIRGINIA WILD RYE
15
PANICUM VIRGATUM
SWITCHGRASS
15
AGROSTIS STOLONIFERA
CREEPING BENTGRASS
10
RUDBECKIA HIRTA
BLACK-EYED SUSAN
10
COREOPSIS LANCEOLATA
COREOPSIS
10
PANICUM CLANDESTINUM
DEER TONGUE
10
ANDROPOGON GERARDI
BIG BLUESTEM
5
JUNCUS EFUSUS
SOFT RUSH
5
ECHINOCHLOA MURICATA
AWNED BARNYARD GRASS
5
SCHIZACHYRIUM SCOPARIUM
LITTLE BLUESTEM
5
SORGHASTRUM NUTANS
INDIAN GRASS
5
TRIPSACUM DACTYLOIDES
GAMMA
5
AS SPECIFIED BY MELLOW MARSH IN SILER CITY OR APPROVED EQUAL.
SEEDING DATES:
BEST: MAR. 1 - MAY 1
POSSIBLE: OCT. - FEB.
NO SEEDING FROM JUNE TO SEPTEMBER.
SOIL AMENDMENTS:
CONTRACTOR TO WORK COMPOST INTO THE SOILS SURFACE AT A MINIMUM OF 2 INCHES.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 1,500 lb/acre GROUND AGRICULTURAL LIMESTONE.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. MOWING IN AUGUST - SEPTEMBER ONLY TO HELP DISPERSE SEEDS.
NOTES:
1. SEE NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL
SECTION 6.11 FOR ADDITIONAL PERMANENT SEEDING OPTIONS.
2. IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND
INSTALL THE OTHER 1/2 OF MULCH ON TOP.
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
e
••
4..
CHATHAM PARK
Many Choices. One Place.
r
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.6
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:44:58 ED BARNES

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR
WIRE TIES
MIN. 10 GA.
LINE WIRES
iff
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
FRONT VEW
CONSTRUCTION SPECIFICATIONS:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED
1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW
2. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT
OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN
TABLE 6.62B OF THE EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
3. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6
MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
TEMPERATURE RANGE OF 0 TO 120° F.
4. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR
FT MINIMUM STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE
SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE
FASTENING THE FABRIC.
5. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC,
USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM
MESH SPACING OF 6 INCHES.
MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
I I
{ PLASTIC OR
- f WIRE TIES
MIN.12-Y GA.
INTERMEDIATE
WIRES
GRADE
FOR REPAIR OF SILT FENCE
FAILURES, USE No. 57 WASHED
STONE.
STEEL POST
1-
0
z
WOVEN WIRE FABRIC
SILT FENCE FABRIC
8" MINIMUM COVER
OVER SKIRT *
SKIRT TO BE TRENCHED IN, AT
MINIMUM, 8-INCHES VERTICALLY
AND 4-INCHES HORIZONTALLY.
ICI VEW
EC-08
TEMPORARY SILT FENCE
N.T.S.
TOP OF SILT
FENCE MUST BE +.:..::;
AT LEAST 1' ABOVE •j
THE TOP OF THE V
WASHED STONE. _...
4' MIN
II 1111111111111.11111111111
I IIIII111111111.11111111111
II 1111111111111.11111111111
FRONT VEW
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
2:1
11111111111111111111111111 II
11111111111111111111111111 II
STEEL POST
SET MAX 2'
APART MIN 2'
INTO SOLID
GROUND
11111111 llllll 1111 llllll 111111
u
BURY WIRE FENCE ANDJ411
HARDWARE CLOTH
MAINTENANCE:
1. REMOVE SEDIMENT WHEN HALF OF STONE
OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE
DEWATERING.
•
8CTION VEW
SILT FENCE
•
•
•
•
. (h
SKIRT TO BE TRENCHED IN, AT
MINIMUM, 8-INCHES VERTICALLY
AND 4-INCHES HORIZONTALLY.
3' FILTER FABRIC APRON
ON GROUND
SKIRT TO BE TRENCHED IN, AT
MINIMUM, 8-INCHES VERTICALLY
AND 4-INCHES HORIZONTALLY.
EC-12
SILT FENCE OUTLET
N.T.S.
REV.NO.
DESCRIPTION
DATE 1
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
N. REVISIONS
STEEL POST
WIRE FENCING
TWOVEN
FILTER
FABRIC
QF'
�O
c3
v
(V
SKIRT TO BE TRENCHED IN, AT
MINIMUM, 8-INCHES VERTICALLY AND
4-INCHES HORIZONTALLY.
8' MAX.
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 60" IN WIDTH AND SHALL BE
STEEL CHAIN LINK FENCING, MIN #10 GAUGE.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE MIN 7' LONG. POSTS SHALL BE OF ADEQUATE
SIZE AND THICKNESS TO SUPPORT SPECIFIED WIRE FENCING AND
FILTER FABRIC.
4. TURN SILT FENCE UP SLOPE AT ENDS.
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE (WITHIN 5
FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS OR WETLANDS
(REFER TO SWIM BUFFER GUIDELINES).
6. WHEN SILT FENCE IS PLACED IN DUPLICATE AT STREAM AND WETLAND
CROSSINGS, THE FENCING SHALL BE SPACED A MINIMUM OF 3' APART.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED AFTER EACH RAINFALL AND AT
LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL
BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSITS REACH
1-FOOT IN HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING
IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
'
IN LIEU OF BURYING SKIRT, 6" OF #5
WASHED STONE MAY BE USED
OVER TURNDOWN.
CONSTRUCTION SPECIFICATIONS:
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST
95% BY WEIGHT OF POLYOLEFINS OR
POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING
TO THE REQUIREMENTS IN ASTM D 6461, WHICH
IS SHOWN IN PART IN TABLE 6.62B OF THE
EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS
TO PROVIDE A MINIMUM OF 6 MONTHS OF
EXPECTED USABLE CONSTRUCTION LIFE AT A
TEMPERATURE RANGE OF 0 TO 120° F.
EC-09
TEMPORARY SUPER SILT FENCE
N.T.S.
METAL "T" POST OR WOODEN 2x4
10' MAX SPACING
POST TO POST
NOTES:
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES
OF IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON
THE PLANS. DO NOT ATTACH FENCE MATERIAL TO TREES.
2. CONSTRUCTION PROTECTION FENCING SHALL BE PLACED
AROUND ALL WORK ZONES DURING WORKING AND
NON -WORKING HOURS
3. ONE SIGN PER 50' OF CONSTRUCTION PROTECTION FENCING
SHALL READ: "DANGER CONSTRUCTION AREA KEEP OUT"
(h
EXISTING GRADE
ORANGE FENCING FABRIC
4.2"
STAPLE TO VERTICAL 2X4 OR TIE TO
METAL "T" POSTS.
EC-13
TEMP. CONSTRUCTION PROTECTION FENCE
e
N.T.S.
/
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
MIN. 10 GA.
LINE WIRES
NOTE: FOR TREE PROTECTION ONLY
TREE PROTECTION AREA DO
NOT ENTER
- fPLASTIC OR
WIRE TIES
i
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
FRONT VEW
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND
SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND
50' ON CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,
PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION
OF PROJECT.
(V
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
n
m
1-
0
z
STEEL POST
WOVEN WIRE FABRIC
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
FILL SLOPE
GRADE
MUM
40"
TREE PROTECTION AREA
DO NOT ENTER
YIee111 a2121.121F2�
EC-10
TEMPORARY TREE PROTECTION FENCE
N.T.S.
2' MIN.
8" MIN.
FILTER FABRIC
SEWN -IN CONNECTION
SLEEVE FOR PUMP
DISCHARGE HOSE
SEDIMENT
FILTER BAG
#57 STONE
2' MIN. (TYP.)
OPTIONAL
LIFTING STRAPS
14' MIN.
>EIE010N A -A
2' MIN.
EXISTING
ROUND LINE
USE #57 STONE TO LEVEL BAG
FROM NATURAL GROUND LINE
SEDIMENT FILTER BAG GENERAL NOTES:
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE
SEDIMENT FILTER BAG WHEN PUMPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON
THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS. THE MINIMUM
"FOOTPRINT" OF THE BAG SHALL BE 10 x 15 FEET.
3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF
SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP
DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO
THIS SLEEVE A MINIMUM OF 6 INCHES AND BE TIGHTLY SECURED WITH A
HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE
CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY
TIED OFF DURING DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER TO
PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE
HALF FULL OF SEDIMENT OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
A
2' MIN.
10' MIN.
VARIES w/GROUND
SLOPE 2' MIN
1:1 (TYP.)
CONSTRUCTION SPECIFICATIONS:
1. FILTER BAG IS TO BE PLACED ON A LEVEL BED OF
AGGREGATE.
2. INSERT THE DISCHARGE HOSE AND SECURE IT
TIGHTLY PER MANUFACTURER
RECOMMENDATIONS.
3. THE BAG IS TO BE MONITORED TO AVOID RUPTURE
OR EXCESSIVE LEAKAGE AROUND THE DISCHARGE
HOSE.
4. SEDIMENT FILTER BAG AND THE CAPTURED
SEDIMENT SHOULD BE DISPOSED OF PER LOCAL
REGULATIONS.
MAINTENANCE:
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER
RUNOFF -PRODUCING RAINS TO CHECK FOR
BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS,
CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR
PIPING. MAKE ALL REPAIRS IMMEDIATELY TO
PREVENT FURTHER DAMAGE TO THE INSTALLATION.
EC-14
SEDIMENT FILTER BAG WITH GRAVEL PAD
5!! � CHATHAM PARS
Many Choices. One Place.
r
N.T.S.
J
MIN. 10 GA.
LINE WIRES
►♦♦♦♦♦♦♦♦j�♦♦�.
•
►♦ ♦♦♦♦
•
♦♦♦♦♦ ♦ ♦4
♦♦♦♦♦♦♦�►♦♦4
♦♦ �►� ice♦ ►����� �����►���
Wit- _ � �� ♦i � _
I 11111411 11=1=11=11.�1�:11 .11-.11'1=11=11=11=11=1-11=11=§
if
TREE PROTECTION AREA DO
NOT ENTER
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
FRONT VEW
FOR REPAIR OF SILT FENCE
FAILURES, USE No. 57 WASHED
STONE.
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS
DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON
CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,
PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
PROJECT.
8. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING
CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL WITH
THE FENCE) AND DESIGN CRITERIA.
9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE
SECTION. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING
CONSIDERATIONS.
11. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE
SECTION. (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE
FENCE)
F
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
FILL SLOPE
GRADE
8" MINIMUM COVER
OVER SKIRT *
SKIRT TO BE TRENCHED IN, AT
MINIMUM, 8-INCHES VERTICALLY
AND 4-INCHES HORIZONTALLY.
MUM
40"
TREE PROTECTION AREA
DO NOT ENTER
WeIMo.OKINDEre.
MAI NTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
EC-11
TEMP. COMBO SILT/TREE PROTECTION FENCE N.T.S.
POLYETHYLENE MEMBRANE
ON FACE 20 MIL THICK
LIMITS OF
DISTURBANCE
(SEE NOTE 1)
FLOW
co
w
SANDBAGS, CLASS 1 RIP
RAP OR OTHER
NON -ERODIBLE MATERIAL
SYNTHETIC FILTER FABRIC
3'-0" 1
NOTES:
1. CONTRACTOR SHALL INSTALL COFFER DAMS WITH ENOUGH SEPARATION
FROM THE PROJECT CONSTRUCTION LIMITS OF DISTURBANCE TO PLACE
PUMP INTAKE AND DISCHARGE HOSES, DISSIPATORS AND SEDIMENT
FILTER STRUCTURES.
2. TEMPORARY PRE -FABRICATED COFFER DAMS SUCH AS PORT -A -DAM AND
OTHERS MAY BE USED IN SUBSTITUTION TO THE SANDBAG/RIP-RAP DAM
WITH PRIOR APPROVAL BY THE OWNER AND ENGINEER.
3. TEMPORARY COFFER DAMS BY PORTADAM OR EQUAL SYSTEM ARE
ACCEPTABLE. CONTRACTOR SHALL SUBMIT TO ENGINEER PROPOSED
TEMPORARY COFFER DAM SYSTEM IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS FOR REVIEW AND ACCEPTANCE PRIOR TO
CONSTRUCTION.
LEVEL WITH TOP OF BANK OR
AS NECESSARY
CLASS 2 RIP RAP, NJ BARRIER OR
OTHER APPROVED MATERIAL (IF
USING RIP -RAP DOWNSTREAM,
SLOPE NO GREATER THAN 2:1)
PIPELINE
SEE PROFILE
FOR ELEVATION
MAINTENANCE:
1. WATERS ADJACENT TO THE BARRIER STRUCTURES
SHOULD BE INSPECTED FOR TURBIDITY ON A CONTINUOUS
BASIS. FIND AND ELIMINATE SOURCES OF TURBIDITY, OR
USE FLOATING SILT CURTAINS TO PREVENT TURBID
WATERS FROM MIGRATING AWAY FROM THE IMMEDIATE
CONSTRUCTION AREA.
2. CLEAR SEDIMENT AND DEBRIS FROM DEWATERING PUMP
INTAKE SCREENS AND FILTERS AS NEEDED. CLEAN
DISCHARGE AREA FILTERS (E.G., FILTER FABRIC, SILT
FENCING, ETC.) AND REMOVE ACCUMULATED SEDIMENT
BEFORE IT RESTRICTS OR CONSUMES HALF OF THE
EFFECTIVE TREATMENT VOLUME OR STORAGE CAPACITY.
3. REPLACE OR CLEAN FILTER BAGS AS NEEDED.
CONSTRUCTION SPECIFICATIONS:
1. MOBILIZATION AREAS FOR PLACEMENT OR CONSTRUCTION SHOULD BE KEPT AS SMALL AS POSSIBLE TO FACILITATE EROSION AND
SEDIMENT CONTROL AND SHOULD BE PROTECTED WITH DOWNGRADIENT SEDIMENT BARRIERS.
2. PLACEMENT ACTIVITIES SHOULD MINIMIZE VEGETATION REMOVAL AND DISTURBANCE OF ADJACENT AREAS TO THE MAXIMUM EXTENT
PRACTICABLE.
3. WHERE POSSIBLE, USE BARRIER CONTROLS CONSTRUCTED WITHOUT EARTH FILL. ACCEPTABLE COFFER DAM MATERIALS INCLUDE SAND
BAGS, SAND TOTES, JERSEY WALL SECTIONS, COLLAPSIBLE FABRIC MEMBRANE DAMS, WATER FILLED BAGS/TUBES OR OTHER SUITABLE
MATERIALS.
4. EARTH FILL BARRIERS REQUIRE STABILIZATION TO PREVENT EROSION AS BARE SOILS COME INTO CONTACT WITH FLOWING WATER.
STABILIZATION CAN OFTEN BE ACHIEVED BY COVERING BARE AREAS WITH WEEL-SECURED PLASTIC SHEETING.
5. ENSURE THE BARRIER STRUCTURES ARE OF SUFFICIENT HEIGHT TO PREVENT WAVES OR OVERFLOWS FROM FLOODING THE ENCLOSED
WORK AREA.
6. FOR DEWATERING A STREAM REACH, INSTALL BARRIERS AT UPSTREAM AND DOWNSTREAM LOCATIONS. IF USED, STABILIZE THE BYPASS
TRENCH/CHANNEL WITH PLASTIC SHEETING, ROCK, OR OTHER LINER MATERAIL TO PREVENT TURBIDITY DOWNSTREAM.
7. DEWATERING OF THE ENCLOSURE TYPICALLY REQUIRES SEDIMENT REMOVAL TO ENSURE THAT TURBID WATER IS NOT DISCHARGED INTO
NEARBY WATERBODIES.
8. IF STORED ONSITE, MATERIAL EXCAVATED FROM THE MOBILIZATION SITE, THE ENCLOSURE, OR REMOVED FROM THE DISCHARGE WATER
SHOULD BE PLACED IN STOCKPILES PROTECTED WITH EROSION AND SEDIMENT CONTROL MEASURES, SUCH AS PLASTIC SHEETING OR
TARPAULIN COVERS, DOWNGRADIENT SEDIMENT BARRIERS, TEMPORARY MULCH AND SEED, OR OTHER MEASURES.
9. UPON COMPLETION OF WORK IN THE BARRIER AREA, DEMOBILIZATION AND BACKFILLING SHOULD OCCUR WITH MINIMAL ADDITIONAL SOIL
DISTURBANCE AND IN A MANNER THAT MINIMIZES TURBIDITY IN THE NEARBY WATERBODY. BACKFILLING WITH HYDRAULIC DREDGE OR VIA
SLURRY APPLICATION SHOULD BE AVOIDED IF POSSIBLE.
EC-15
COFFER DAM
N.T.S.
J
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.7
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:45:03 ED BARNES

NOTE:
CONTRACTOR MAY USE INTERMEDIATE
COFFER DAM ALONG STREAM ALIGNMENT TO
ALLOW PHASED CROSSING w/A MAXIMUM OF 2
SEPARATE BYPASS PHASES.
SILT BAG OR OTHER
SEDIMENT FILTER DEVICE
(SEE DETAIL EC-14)
TEMPORARY RIPRAP
CONSTRUCTION ENTRANCE
cnZ
O
OU
LLl Z
Z Z
<00
o]UD_
CC LLa
0
C_u)
-4C O
SSF
LOD
Q{�,�rW000
'•000000
SF
LOD
ASS S
LOD
SSF LOD
ss
NEW SANITARY SEWER LINE
SILT FENCE OUTLET TO BE
PLACED ON THE DOWNSTREAM
SIDE OF CROSSING (TYP.)
(REFER TO DETAIL EC-12)
e
OD L
COFFER DAM
(SEE DETAIL EC-15)
(TYP. AT EACH SIDE OF
DISTURBED LIMITS)
STREAM TOP OF BANK (TYP.)
INTERMEDIATE COFFER DAM
(SEE NOTE *)
WOODMAT TEMPORARY CROSSING
(SEE DETAIL EC-20)
DOUBLE ROW SUPER SILT FENCE AS
SHOWN ON PLANS
(SEE DETAIL EC-09)
LOSS
WORK AREA
ASS
AS
00000
nnnflOO�
SF
SF SSF 6)
SF LODE SS�
SILT FENCE SHALL BE PLACED ALONG TOP
OF BANK AFTER INSTALLATION OF
SANITARY SEWER AND DURING
NON -CONSTRUCTION WORK HOURS.
STREAM PUMP AROUND. OUTLET TO
DISCHARGE ON SANDBAG OR RIPRAP
DISSIPATION.
(REFER TO DETAILS EC-14 AND EC-19)
CONSTRUCTION SPECIFICATIONS:
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM.
2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM.
3. KEEP STREAM CROSSING AT RIGHT ANGLES TO THE STREAM FLOW.
4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS
AND CULVERT FILLS A MINIMUM OF 1 FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FROM SURFACE RUNOFF
AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE.
5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR OTHER
SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN -PLACE SOIL.
6. ENSURE THAT BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE BEFORE DIVERTING THE STREAM. UPON
COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABILIZE THE BYPASS CHANNEL APPROPRIATELY.
7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RESTORE THE STREAM CHANNEL TO ITS
ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS.
8. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE AREA.
MAINTENANCE:
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF
ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE
TO THE INSTALLATION.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES FOR STREAM CROSSINGS, AND ASSOCIATED CONSTRUCTION SHALL BE
COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO DETAIL).
1. THE INTENT OF THIS CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR CONSTRUCTION
PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT.
2. CONTRACTOR TO INSTALL SUPER SILT FENCE AND SILT FENCE OUTLETS PER THE PLANS.
3. PUMP AROUND DEVICES SHALL BE INSTALLED PER THE IMPLEMENTATION SEQUENCE SHOWN ON DETAIL EC-19.
4. WOODMATS SHALL BE INSTALLED PER DETAIL EC-20.
5. ONCE THE TEMPORARY PUMP AROUND HAS BEEN INSTALLED, THE CONTRACTOR SHALL INSTALL THE SEWER LINE AS SHOWN IN
THESE PLANS.
6. CONTRACTOR TO MAINTAIN THE PUMP AROUND AT EACH STREAM CROSSING TO PREVENT ANY SEDIMENT FROM LEAVING THE
WORK AREA.
7. ONCE THE INSTALLATION OF THE SEWER LINE HAS BEEN INSTALLED AT A STREAM CROSSING, THE CONTRACTOR IS TO RESTORE
THE STREAM AND BANKS TO PRE -CONSTRUCTION GROUND ELEVATIONS.
8. THE CONTRACTOR IS TO STABILIZE THE SLOPES PER DETAIL EC-23 AND THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL
ESTABLISH STABILIZED GROUNDCOVER WITHIN 7 DAYS WITHIN RIPARIAN BUFFER ZONES.
EC-16
TEMPORARY STREAM CROSSING
N.T.S.
3"
2"-5"
12"
CONSTRUCTION SPECIFICATIONS:
1. EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED, RECP'S WILL PROBABLY NOT FUNCTION AS DESIRED. PROPER
INSTALLATION IS IMPERATIVE. EVEN IF PROPERLY INSTALLED, IF NOT PROPERLY TIMED AND NOURISHED, VEGETATION WILL
PROBABLY NOT GROW AS DESIRED. PROPER SEEDNEGETATION SELECTION IS ALSO IMPERATIVE.
2. GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE. WHEN SEEDING PRIOR TO
INSTALLATION, FOLLOWING THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND SEEDING IN SURFACE
STABILIZATION, 6.1. ALL GULLIES, RILLS, AND ANY OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO INSTALLATION.
SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT: REMOVE ALL LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS
CLUMPS, TRASH, AND OTHER OBSTRUCTIONS FROM THE SOIL SURFACE TO ALLOW FOR DIRECT CONTACT BETWEEN SOIL SURFACE
AND THE RECP.)
3. TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND INTERMITTENT TRENCHES MUST BE CONSTRUCTED ACROSS
CHANNELS AT 25-FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM OF 12 INCHES IN DEPTH AND 6 INCHES IN
WIDTH, WHILE INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 6 INCHES WIDE.
4. INSTALLATION FOR SLOPES - PLACE THE RECPS 2-3 FEET OVER TOP OF THE SLOPE AND INTO AN EXCAVATED END TRENCH
MEASURING APPROXIMATELY 12 INCHES DEEP BY 6 INCHES WIDE. PIN THE RECP AT 1 FOOT INTERVALS ALONG THE BOTTOM OF THE
TRENCH, BACKFILL, AND COMPACT. UNROLL THE RECP DOWN (OR ALONG) THE SLOPE MAINTAINING DIRECT CONTACT BETWEEN THE
SOIL AND RECP. OVERLAP ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN THE RECP TO THE GROUND USING STAPLES OR PINS IN A 3
FOOT CENTER -TO -CENTER PATTERN. LESS FREQUENT STAPLING/PINNING IS ACCEPTABLE ON MODERATE SLOPES.
5. INSTALLATION IN CHANNELS - EXCAVATE TERMINAL TRENCHES (12 INCHES DEEP AND 6 INCHES WIDE) ACROSS THE CHANNEL AT
THE UPPER AND LOWER END OF THE LINED CHANNEL SECTIONS. AT 25-FOOT INTERVALS ALONG THE CHANNEL, ANCHOR THE RECP
ACROSS THE CHANNEL EITHER IN 6 INCH BY 6 INCH TRENCHES OR BY INSTALLING TWO CLOSELY SPACED ROWS OF ANCHORS.
EXCAVATE LONGITUDINAL TRENCHES 6 INCHES DEEP AND WIDE ALONG CHANNEL EDGES (ABOVE WATER LINE) IN WHICH TO BURY
THE OUTSIDE RECP EDGES. PLACE THE FIRST RECP IN THE TERMINAL TRENCH AND PINE IT AT 1 FOOT INTERVALS ALONG THE
BOTTOM OF THE TRENCH.
NOTE: THE RECP SHOULD BE PLACED UPSIDE DOWN IN THE TRENCH WITH THE ROLL ON THE DOWNSTREAM SIDE OF THE
BENCH.
6. ONCE PINNED AND BACKFILLED, THE RECP IS DEPLOYED BY WRAPPING OVER THE TOP OF THE TRENCH AND UNROLLING UPSTREAM.
IF THE CHANNEL IS WIDER THAN THE PROVIDED ROLLS, PLACE ENDS OF ADJACENT ROLLS IN THE TERMINAL TRENCH, OVERLAPPING
THE ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN AT 1 FOOT INTERVALS, BACKFILL, AND COMPACT. UNROLL THE RECP IN THE
UPSTREAM DIRECTION UNTIL REACHING THE FIRST INTERMITTENT TRENCH. FOLD THE RECP BACK OVER ITSELF, POSITIONING THE
ROLL ON THE DOWNSTREAM SIDE OF THE TRENCH, AND ALLOWING THE MAT TO CONFORM TO THE TRENCH.
7. THEN PIN THE RECP (TWO LAYERS) TO THE BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. CONTINUE UP THE CHANNEL
(WRAPPING OVER THE TOP OF THE INTERMITTENT TRENCH) REPEATING THIS STEP AT OTHER INTERMITTENT TRENCHES, UNTIL
REACHING THE UPPER TERMINAL TRENCH.
8. AT THE UPPER TERMINAL TRENCH, ALLOW THE RECP TO CONFORM TO THE TRENCH, SECURE WITH PINES OR STAPLES, BACKFILL,
COMPACT AND THEN BRING THE MAT BACK OVER THE TOP OF THE TRENCH AND ONTO THE EXISTING MAT (2 TO 3 FEET OVERLAP IN
THE DOWNSTREAM DIRECTION), AND PIN AT 1 FOOT INTERVALS ACROSS THE RECP. WHEN STARTING INSTALLATION OF A NEW ROLL,
BEGIN IN A TRENCH OR SHINGLE -LAP ENDS OF ROLLS A MINIMUM OF 1 FOOT WITH UPSTREAM RECP ON TOP TO PREVENT UPLIFTING.
PLACE THE OUTSIDE EDGES OF THE RECP(S) IN LONGITUDINAL TRENCHES, PIN, BACKFILL, AND COMPACT.
9. ANCHORING DEVICES - 11 GAUGE, AT LEAST 6 INCHES LENGTH BY 1 INCH WIDTH STAPLES OR 12 INCH MINIMUM LENGTH WOODEN
STAKES ARE RECOMMENDED FOR ANCHORING THE RECP TO THE GROUND. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE/STAKE
LENGTHS GREATER THAN 6"/12" MAY BE NECESSARY TO PROPERLY SECURE THE RECPS. WHEN USING THE DOT SYSTEMTM,
STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE
PATTERN.
10. DRIVE STAPLES OR PINS SO THAT THE TOP OF THE STAPLE OR PIN IS FLUSH WITH THE GROUND SURFACE. ANCHOR EACH RECP
EVERY 3 FEET ALONG ITS CENTER. LONGITUDINAL OVERLAPS MUST BE SUFFICIENT TO ACCOMMODATE A ROW OF ANCHORS AND
UNIFORM ALONG THE ENTIRE LENGTH OF OVERLAP AND ANCHORED EVERY 3 FEET ALONG THE OVERLAP LENGTH. ROLL ENDS MAY
BE SPLICED BY OVERLAPPING 1 FOOT (IN THE DIRECTION OF WATER FLOW), WITH THE UPSTREAM/UPSLOPE MAT PLACED ON TOP OF
THE DOWNSTREAM/DOWNSLOP RECP. THIS OVERLAP SHOULD BE ANCHORED AT 1 FOOT SPACING ACROSS THE RECP. WHEN
INSTALLING MULTIPLE WIDTH MATS HEAT SEAMED IN THE FACTORY, ALL FACTORY SEAMS AND FIELD OVERLAPS SHOULD BE
SIMILARLY ANCHORED.
MAINTENANCE:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN
FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
6. STABILIZATION NOTE: STABILIZED GROUND COVER MUST BE ESTABLISHED WITHIN 7 DAYS IN AREAS WHERE SLOPES ARE STEEPER
THAN 3:1 (SEE NPDES STABILIZATION TIMEFRAME SHEET D3)
EC-17
TEMPORARY SLOPE STABILIZATION
N.T.S.
/
:RIDGEMAT SHALL BE
INSTALLED TO HAVE A
SOLID DECK SUCH
THAT THERE IS NO
SPACE BETWEEN
PLANKS
6" LIP
MINIMUM
MINIMUM 6" LIP
SURFACE FLOW
DIVERSION
BEBEISZEIKYIEll
1/4 SUPPORTED
•
25-FT MINIMUM
SILT FENCE
(TYPICAL) ,o
o c
t
AGGREGATE APPROACHWAY
2"-3" SURGE STONE OR
RAILROAD BALLAST
1/4 SUPPORTED
BRIDGEMAT
• 1 • • •
STREAM
AMEN
•
ORIGINAL
STREAM BAN K
ANCHOR BRIDGEMAT
TO A TREE, OR
OTHER PERMANENT
OBJECT WITH
SUFFICIENT
STRENGTH, USING
STEEL CHAIN OR
CABLE.
SURFACE FLOW
DIVERSION
INSTALLATION NOTES:
1. REFER TO "NORTH CAROLINA DIVISION OF FOREST
RESOURCES" LITERATURE, INSTALLATION
MAINTENANCE GUIDELINES, & "NORTH CAROLINA
FORESTRY BMP MANUAL-2006".
2. INSTALL WATER DIVERSION DEVICES (WATER
BARS, TURNOUTS, BROAD -BASED DIPS, ETC.) ON
BOTH SIDES OF THE MATS.
3. STABILIZE EXPOSED MINERAL SOIL WITH TREE
TOPS OR BRUSH DURING MAT INSTALLATION, AND
SEEDING/MULCH AFTER MAT REMOVAL.
4. INSTALL MATS TO CREATE A MINIMUM TEN FOOT
BRIDGE WIDTH.
5. INCLUDE COARSE AGGREGATE ON THE
APPROACHWAY FOR A MINIMUM OF 25 FEET AND
SILT FENCE ALONG STREAMBANKS ADJACENT TO
CROSSING FOR A MINIMUM OF 25 FEET.
MAINTENANCE NOTES:
1. KEEP MATS' SURFACE FREE OF MINERAL SOIL AND
DEBRIS THAT COULD ENTER STREAM.
2. PERIODICALLY CHECK MAT HARDWARE;
RETIGHTEN NUTS & CABLE CLAMPS AS
NECESSARY TO MAINTAIN BRIDGE STRENGTH
AND INTEGRITY.
3. IMMEDIATELY REMOVE ANY DEBRIS WHICH
ENTERS THE STREAM AT THE CROSSING
LOCATION.
REMOVAL NOTES:
1. CLEAN OFF BRIDGE SURFACE.
2. REMOVE MATS BY USING MAT CABLE LOOP OR
SKIDDER GRAPPLE.
3. PERMANENTLY STABILIZE DISTURBED PORTIONS
OF STREAMBANKAND APPROACH ROADS WITH
PERENNIAL GRASSES/MULCH (OR WETLAND MIX
WHEN APPLICABLE).
4. LEAVE APPROPRIATE WATER DIVERSION
STRUCTURES IN PLACE ON BOTH SIDES OF
STREAM.
5. RESTORE THE STREAM CHANNEL TO ITS
ORIGINAL CROSS-SECTION, AND SMOOTH AND
APPROPRIATELY STABILIZE ALL DISTURBED
AREAS.
EC-20
TIMBER MATTING FOR TEMP. WETLAND/STREAM CROSSING
N.T.S.
REV.NO.
DESCRIPTION
DATE 1
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
USE A MINIMUM OF
2 STAKES ON
UPSLOPE SIDE
1)1))1))
FLOW
G QF.
No�
GROUND
MUM
MIN. 2 STAKES
ON UPSLOPE
GROUND
MATTING
V- DITCH SECTION VEW
MIN. 2 STAKES
ON UPSLOPE
USE A MINIMUM OF
4 STAKES ON
DOWNSLOPE SIDE
DOWNSLOPE
Nn
MINIMUM 4
STAKES ON
DOWNSLOPE
MINIMUM 4
STAKES ON
DOWNSLOPE
TFiAPEMODAL DITCH SECTION VEW
WEAVE STAPLES
THROUGH MESH CASING
OF WATTLE
STAPLE INSTALLMENT SECTIONS
WATTLE
STAKES
ANGLE STAKES TO
WEDGE WATTLE
ONTO GROUND
MATTING
STAK NBrPI I' 1T CRON SON
WATTLE
MATTING
.1101E111101Ell
NOTES:
1. USE A MINIMUM 16 INCH DIAMETER EXCELSIOR WATTLE.
2. USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS SECTION.
3. INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR SLOPES, OR AS
DIRECTED.
4. INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO
GROUND AT BOTTOM.
5. PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN
LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT
TO THE SOIL.
7. AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN WATTLE AND GROUND WITH MATTING.
CONSTRUCTION SPECIFICATIONS:
1. MATERIALS USED IN THE COMPOSITE SOCK MUST MEET THE SPECIFICATIONS OUTLINED ABOVE AND IN PRACTICE 6.18,
COMPOST BLANKETS.
2. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN.
3. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS GREATER THAN ONE
INCH THAT MAY INTERFERE WITH PROPER FUNCTION OF COMPOST SOCK.
4. COMPOST SOCKS SHOULD BE INSTALLED PARALLEL TO THE TOE OF A GRADED SLOPE, A MINIMUM OF 10 BEYOND THE TOE
OF THE SLOPE. SOCKS LOCATED BELOW FLAT AREAS SHOULD BE LOCATED AT THE EDGE OF THE LAND -DISTURBANCE. THE
ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE END OF THE
SOCKS.
5. FILL SOCK NETTING UNIFORMLY WITH COMPOST TO THE DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.
6. OAK OR OTHER DURABLE HARDWOOD STAKES 2" X 2" IN CROSS SECTION SHOULD BE DRIVEN VERTICALLY PLUMB, THROUGH
THE CENTER OF THE COMPOST SOCK. STAKES SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 4 FEET, OR A MAXIMUM
INTERVAL OF 8 FEET IF THE SOCK IS PLACED IN A 4 INCH TRENCH. SEE FIGURE 6.66B. THE STAKES SHOULD BE DRIVEN TO A
MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE THE COMPOST SOCK.
7. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS SHALL BE
USED BEHIND THE SOCK TO HOLD IT IN PLACE DURING RUNOFF EVENTS.
8. IF THE COMPOST SOCK IS TO BE LEFT AS PART OF THE NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF INSTALLATION
FOR ESTABLISHMENT OF PERMANENT VEGETATION USING THE SEEDING SPECIFICATION IN TEH EROSION AND
SEDIMENTATION CONTROL PLAN.
9. COMPOST SOCKS ARE NOT TO BE USED IN PERENNIAL OR INTERMITTENT STREAMS.
MAINTENANCE:
1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVEN (1/2 INCH OR GREATER). REMOVE
ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. IF
PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT
MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE
INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY
STABILIZED.
EC-18
STAW WATTLE
N.T.S.
N
TEMPORARY SUPER SILT FENCE
FOR HIGH HAZARD AREAS.
REFER TO DETAIL EC-09.
BORING PIT
` SLOPE
ASS
ASS
SPOIL PILE
(EITHER OR BOTH SIDES)
j//
L
SSF
BORING PIT
co
TEMPORARY SUPER SILT FENCE
FOR HIGH HAZARD AREAS.
REFER TO DETAIL EC-09.
ASS
(RECEIVING(
PIT
)-
SPOIL PILE
EITHER OR
OTH SIDES)
ASS
SUPER SILT FENCE FOR
HIGH HAZARD AREAS
.41r
�//
SSF
SUPER SILT FENCE FOR
HIGH HAZARD AREAS
I RECEIVING I
PIT
NOTE:
1. CONTRACTOR TO PROVIDE SEDIMENT
AGAINST SEDIMENTATION RUNOFF.
2. ALL SPOIL PILES TO BE PLACED WITHIN SILT FENCE AREA.
3. CHECK DAMS REQUIRED IN DOWNSTREAM DITCHES AT ALL CONSTRUCTION ENTRANCES.
PITS AS NECESSARY. ALL PITS SHALL BE PROTECTED AS WELL
CONSTRUCTION SPECIFICATIONS:
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461,
WHICH IS SHOWN IN PART IN TABLE 6.62B OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE
A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO
120° F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM
LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE
FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14
GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
EC-21
SILT FENCE LAYOUT AT PIT LOCATIONS
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
1
MN
lir •
CHATHAM PARK
Many Choices. One Place.
N.T.S.
J
INTERMEDIATE COFFER
DAM (SEE NOTE 6)
PUMPS SHOULD DISCHARGE
ONTO A STABLE VELOCITY
DISSIPATOR MADE OF RIP RAP
OR SANDBAGS
LIMITS OF
DISTURBANCE
(TYP.)
FLOW
SEDIMENT CONTAINMENT
COFFER DAM
(SEE DETAIL EC-15)
SEDIMENT FILTER
8
CONTRACTOR TO
PROVIDE DEWATERING
PUMP IN TRENCH.
STREAM DIVERSION PUMPS
CLEAN WATER COFFER DAM
(SEE DETAIL EC-15)
-INTAKE HOSE W/ INLET SCREEN
FLOW
r ■ .
WORK AREA WIDTH NOT TO EXEED
CONSTRUCTION LIMITS SHOWN ON PLANS
PLAN VEW
PUMP -AROUND PRACTICE:
TEMPORARY MEASURE FOR DEWATERING STREAM CROSSING SITES.
SUMP -HOLE OR POOL
TOP OF BANK (TYP.)
DESCRIPTION:
THE WORK SHALL CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES
TO DIVERT FLOW AROUND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING PUMPS
TO ENSURE ADEQUATE CAPACITY TO KEEP FLOW FROM ENTERING WORK AREA.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES, AND ASSOCIATED CONSTRUCTION SHALL
BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO DETAIL).
1. COFFER DAMS SHALL BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS
(REFER TO DETAIL EC-12), AND WATER ON THE UPSIDE OF THE DAM AREA SHALL BE PUMPED
AROUND THE WORK AREA.
2. THE DIVERSION PUMPS SHALL DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIP -RAP
OR SANDBAGS.
3. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A
TEMPORARY WOOD CHIP DEWATERING BASIN, SILT BAG OR OTHER APPROVED SEDIMENT FILTERING
MEASURE (REFER TO DETAIL EC-16).
4. AFTER THE SANITARY SEWER IS INSTALLED AND THE SLOPES HAVE BEEN STABILIZED, THE PUMP
INTAKE HOSES, DISSIPATOR PADS AND FILTER MEASURES SHALL BE REMOVED AND THEN THE
COFFER DAMS SHALL BE REMOVED.
5. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL WHICH
CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHALL BE ACCOMPLISHED BY LOCATING A
COFFER DAM AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND
PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS WATER SHALL DISCHARGE ONTO THE
SAME VELOCITY DISSIPATER USED FOR THE MAIN STREAM PUMP AROUND.
6. CONTRACTOR MAY USE INTERMEDIATE COFFER DAM ALONG STREAM ALIGNMENT TO ALLOW
PHASED CROSSING W/A MAXIMUM OF 2 SEPARATE BYPASS PHASES.
EC-19
TEMPORARY PUMP AROUND
N.T.S.
UNDISTURBED
SOIL
TRENCH WIDTH
-I I I -I I I -I I I-1 I I-1 11-I I
12" MIN
CLASS B CONCRETE SPECIFICATIONS
A) MINIMUM CEMENT CONTENT, SACKS PER CUBIC
YARD WITH ROUNDED COURSE AGGREGATE
5.0
B) MINIMUM CEMENT CONTENT, SACKS PER CUBIC YARD
WITH ANGULAR COURSE AGGREGATE
5.5
C) MAXIMUM WATER -CEMENT RATIO GALLONS PER SACK
6.8
D) SLUMP RANGE
2" TO 4"
E) MINIMUM STRENGTH - 28 DAY PSI
2,500
4" NATIVE TOPSOIL RESTORED TO
ORIGINAL GRADE AND SEEDED TO
EXISTING CONDITIONS IN ACCORDANCE
WITH CONTRACT DOCUNMENTS
IN UNDEVELOPED AREAS BACKFILL
REMAINING PORTION OF TRENCH IN MAX
12" LIFTS TO 95% MAX DENSITY.
BACKFILL TO 18" ABOVE PIPE FOR A
LENGTH OF 12" WITH CLASS B
CONCRETE SPECIFIED BELOW OR WITH
WITH IMPERMEABLE CLAY HAVING A
SPECIFIC DISCHARGE OF 1x10-5 CM/SEC
OR LESS.
ANTI SEEP COLLAR SHALL EXTEND
A MIN. OF 18" ABOVE THE PIPE, 6"
INTO UNDISTURBED TRENCH WALLS
EACH SIDE AND 12" INTO
UNDISTURBED TRENCH BOTTOM.
BEDDING MATERIAL SHALL
NOT BE INSTALLED WHERE
ANTI -SEEP COLLAR IS
LOCATED.
NOTES:
1. EXISTING TOPSOIL SHALL BE REMOVE STOCKPILED AND
PROTECTED FROM CONTAMINATION AND SHALL BE
REPLACED AS TOPSOIL AFTER UTILITY INSTALLATION.
2. ANTI -SEEP COLLAR SHALL BE PLACED AT THE
DOWNSTREAM WETLAND BOUNDARY AND A MIN.
SPACING OF 150' UP THE GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND BOUNDARY UNLESS INDICATED
OTHERWISE ON THE DRAWINGS.
3. ANTI -SEEP COLLARS MAY BE CONSTRUCTED WITH
COMPACTED CLAY, CLASS B CONCRETE, PVC OR METAL
COLLARS. WETLAND CROSSINGS THAT ARE
DIRECTIONALLY DRILLED AND PERPENDICULAR WETLAND
CROSSINGS THAT ARE OPEN CUT AND LESS THAN 150' IN
LENGTH DO NOT REQUIRE ANTI -SEEP COLLARS.
4. CONTRACTOR SHALL PROVIDE SUITABLE FORMING (TO
BE REMOVED) TO CONTAIN CONCRETE FOR PROPER
SHAPE AND DIMENSIONS.
5. 5. ANTI -SEEP COLLAR MATERIAL AND INSTALLATION
SHALL BE APPROVED BY THE PROJECT COORDINATOR
PRIOR TO PLACING AND BACKFILLING
6. CONSTRUCTION AND SEEDING IN WETLAND AREAS SHALL
BE IN ACCORDANCE WITH STATE AND FEDERAL
REGULATIONS AND THE OWNER'S PERMIT
REQUIREMENTS.
EC-22
ANTI -SEEP COLLAR
N.T.S.
J
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
TBD
VERTICAL:
TBD
D00.8
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:45:08 ED BARNES

r
NOTES:
1. EACH RIP RAP REPLACEMENT SHALL BE
BEDDED ON A 6 INCH LAYER OF
STABILIZATION STONE AND A
NON -BIODEGRADABLE FILTER FABRIC.
PLACEMENT OF RIP RAP SHALL
IMMEDIATELY FOLLOW THE PLACEMENT
OF THIS LAYER. KEEP VOIDS TO A
MINIMUM AND FORM A DENSE WELL
GRADED MASS OF STONE. DO NOT
DISLODGE THE UNDERLYING BASE OF
FILTER WHEN PLACING STONE. COST OF
THE STONE BASE OR FILTER SHALL BE
INCLUDED IN THE COST OF PLACING OF
RIP RAP.
2. MAXIMUM STONE SIZE WHEN USING
8-INCH D50 WILL BE 12-INCHES AND THE
MINIMUM THICKNESS OF THE RIP -RAP
LAYER SHALL BE 18-INCHES.
3. MAXIMUM SLOPE OF THE CHANNEL BANK
SHALL NOT EXCEED 2.0' HORIZONTAL TO
1.0' VERTICAL.
4. FINISHED GRADE OF THE RIP RAP IS TO
BLEND WITH THE SURROUNDING AREAS
SUCH THAT THE RIP RAP SURFACE
ELEVATIONS MATCH THE EXISTING
STREAM BANK AND BOTTOM SURFACE
ELEVATIONS WHERE THE RIP RAP MEETS
THESE POINTS.
5. INSPECT RIP RAP PERIODICALLY FOR
SCOUR OR DISLODGED STONES
(ESPECIALLY AFTER SEVERE STORMS)
AND WEED BRUSH GROWTH.
MAINTENANCE:
1. IN GENERAL, ONCE A RIPRAP INSTALLATION HAS
BEEN PROPERLY DESIGNED AND INSTALLED IT
REQUIRES VERY LITTLE MAINTENANCE. RIPRAP
SHOULD BE INSPECTED PERIODICALLY FOR SCOUR
OR DISLODGED STONES. CONTROL OF WEED AND
BRUSH GROWTH MAY BE NEEDED IN SOME
LOCATIONS.
'L +
•
w . ,
W
RIP RAP SLOPE PROTECTION: MIN. 18"
LAYER OF CLASS B STONE ON A
6-INCH THICK LAYER NO. 57 STONE
BEDDING UNDERLAIN WITH 8 OZ.
NON -WOVEN FILTER FABRIC.
1
0
c7
CLASS B RIP -RAP TO BE
PLACED ON STREAM BANK
8 OZ. NON -WOVEN
FILTER FABRIC
KEY INTO SUBGRADE
CONSTRUCTION SPECIFICATIONS:
1. SUBGRADE PREPARATION - PREPARE THE SUBGRADE FOR RIPRAP AND FILTER TO THE REQUIRED LINES AND GRADES SHOWN ON THE PLANS. COMPACT
ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY APPROXIMATING THAT OF THE SURROUNDING UNDISTURBED MATERIAL OR OVERFILL
DEPRESSIONS WITH RIPRAP. REMOVE BRUSH, TREES, STUMPS, AND OTHER OBJECTIONABLE MATERIAL. CUT THE SUBGRADE SUFFICIENTLY DEEP THAT
THE FINISHED GRADE OF THE RIPRAP WILL BE AT THE ELEVATION OF THE SURROUNDING AREA. CHANNELS SHOULD BE EXCAVATED SUFFICIENTLY TO
ALLOW PLACEMENT OF THE RIPRAP IN A MANNER SUCH THAT THE FINISHED INSIDE DIMENSIONS AND GRADE OF THE RIPRAP MEET DESIGN
SPECIFICATIONS.
2. SAND AND GRAVEL FILTER BLANKET - PLACE THE FILTER BLANKET IMMEDIATELY AFTER THE GROUND FOUNDATION IS PREPARED. FOR GRAVEL, SPREAD
FILTER STONE IN A UNIFORM LAYER TO THE SPECIFIED DEPTH. WHERE MORE THAN ONE LAYER OF FILTER MATERIAL IS USED, SPREAD THE LAYERS WITH
MINIMAL MIXING.
3. SYNTHETIC FILTER FABRIC - PLACE THE CLOTH FILTER DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THE EDGES BY AT LEAST 12 INCHES, AND
SPACE ANCHOR PINS EVERY 3 FEET ALONG THE OVERLAP. BURY THE UPSTREAM END OF THE CLOTH A MINIMUM OF 12 INCHES BELOW GROUND AND
WHERE NECESSARY, BURY THE LOWE END OF THE CLOTH OR OVER LAP WITH THE NEXT SECTION AS REQUIRED.
TAKE CARE NOT TO DAMAGE THE CLOTH WHEN PLACING RIPRAP. IF DAMAGE OCCURS REMOVE THE RIPRAP, AND REPAIR THE SHEET BY ADDING
ANOTHER LAYER OF FILTER MATERIAL WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE DAMAGED AREA. IF EXTENSIVE DAMAGE IS SUSPECTED,
REMOVE AND REPLACE THE ENTIRE SHEET.
WHERE LARGE STONES ARE USED OR MACHINE PLACEMENT IS DIFFICULT, A 4-INCH LAYER OF FINE GRAVEL OR SAND MAY BE NEEDED TO PROTECT THE
FILTER CLOTH.
4. STONE PLACEMENT - PLACEMENT OF RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER. PLACE RIPRAP SO THAT IS FORMS A
DENSE, WELL -GRADED MASS OF STONE WITH A MINIMUM OF VOIDS. THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS MAY BE OBTAINED
BY SELECTIVE LOADING AT THE QUARRY, AND CONTROLLED DUMPING DURING FINAL PLACEMENT. PLACE RIPRAP TO ITS FULL THICKNESS IN ONE
OPERATION. DO NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE SEGREGATION OF STONE SIZES. TAKE CARE NOT
TO DISLODGE THE UNDERLYING BASE OR FILTER WHEN PLACING STONES.
THE TOE OF THE RIPRAP SLOPE SHOULD BE KEYED TO A STABLE FOUNDATION AT ITS BASE AS SHOWN IN FIGURE 6.15B. THE TOE SHOULD BE EXCAVATED
TO A DEPTH ABOUT 1.5 TIMES THE DESIGN THICKNESS OF THE RIPRAP, AND SHOULD EXTEND HORIZONTALLY FROM THE SLOPE.
THE FINISHED SLOPE SHOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE STONE. HAND PLACING MAY BE NECESSARY TO ACHIEVE
THE PROPER DISTRIBUTION OF STONE SIZES TO PRODUCE A RELATIVELY SMOOTH, UNIFORM SURFACE. THE FINISHED GRADE OF THE RIPRAP SHOULD
BLEND WITH THE SURROUNDING AREA. NO OVERFALL OR PROTRUSION OF RIPRAP SHOULD BE APPARENT.
4.
W W
W
W
W
TOP OF BANK
0
KEY INTO SUBGRADE
6 INCH NO. 57 STONE
EC-23
STREAM BANK RIP -RAP RESTORATION
/
N.T.S.
J
111 1
IIIIIIIIIIIII 1
MINIMUM 18"
THICKNESS OF
CLASS B RIPRAP
INSTALL RIP -RAP 0
STREAM BANKS PER
DETAIL EC-15
ORIGINAL
STREAMBANK
ORDINARY HIGH
WATER MARK
� d111V111111��11-
�IIIiV11I11I111 g
111-
���. STREAM •,"f f l-I I i= 11-111-111- GEOTEXTILE FABRIC FOR
�X- CHANNEL y y.
111=111`i�i�i'�i�i'i,a DRAINAGE TO BE
i=1�I-I�I- �X ��L����T,t�T ANCHORED WITH 6" MIN.
•I ! 1=1 ! 1=1 ! i ®_ - LANDSCAPE STAPLES
1 11I 1111II111II1-111-111-1I1 i Mt
PIPE LINE
111-U 1=111_-1 11 111-I 1 I-111=1 11-11 I I_I 1-1 111 11-1
Q
CENTER PIPE
UNDER CHANNEL
NOTES:
1. MAINTAIN ORIGINAL CONTOURS IN STREAMBED AND BANKS.
2. FACE OF PROPOSED RIPRAP BANK TO MATCH EXISTING CONTOURS OF
STREAMBANKS.
3. RIPRAP MUST BE KEYED INTO THE GROUND AND THE ORIGINAL CONTOURS
SHALL BE MAINTAINED AS PER U.S. ARMY CORPS OF ENGINEERS.
4. FOR CONSTRUCTION SPECIFICATIONS SEE DETAIL EC-23.
EC-24
STREAM BED RIP -RAP RESTORATION
N.T.S.
REV.NO.
DESCRIPTION
DATE $
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVIEW - NOT FOR CONSTRUCTION
22 JUN 2021
` REVISIONS
NCDOT #5
OR #57
WASHED
STONE
4' MAX.
19-GAUGE
HARDWARE CLOTH
(Y4' MESH
OPENINGS)
HGHH
II II
_.wl#4-110.1fsill
1:1:ftr..
` . ..-! !-...- !'-••"-••"!"-! �- !-••"-••"-!"-! L-L 16" MIN
1ei1 14141 141 1 1i141 1 1����1i1 1 141 1 1•1i1 -4 1
(V
CROBB SECTION
(V
NCDOT #5
OR #57
WASHED
STONE
MUM
NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH
TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL
GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER
OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE,
AND BOTTOM. PLACING A 2-FOTT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH
TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL
GRADE ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
MAINTENANCE:
1. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE
OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
EC-25
CLOTH AND GRAVEL INLET PROTECTION
/
N.T.S.
J
FILTER SOCK/
STRAW WATTLE
INLET PROTECTION
DEVICE
CATCH BASIN INLET
EXISTING
\,
ROADWAY
CURB
MINIMUM OVERLAP
OF AT LEAST 1 FT
ON EITHER SIDE OF
CURB INLET
OPENING
PLAN - N PAOTE210N
FILTER SOCK/
STRAW WATTLE
INLET PROTECTION
DEVICE
EXISTING
ROADWAY
NOTES:
1. FILTER SOCK/ STRAW WATTLE CURB INLET PROTECTION DEVICES SHALL
PREVENT SEDIMENT FROM ENTERING THE STORMWATER SYSTEM.
2. FILTER SOCK/ STRAW WATTLE CURB INLET PROTECTION DEVICES SHALL
WATER FLOW INTO THE STORM DRAIN AND TO PREVENT PONDING.
3. FILTER SOCK/ STRAW WATTLE CURB INLET PROTECTION DEVICES SHALL
SECURE PER
MANUFACTURER'S
RECOMMENDATION
CATCH BASIN
CROBB SECTION
BE FILLED WITH APPROVED FILTER MEDIA DESIGNED TO
BE MAINTAINED TO ASSURE PROPER DRAINAGE AND
COMPLETELY COVER THE OPENING OF THE INLET.
EC-26
TEMP. WATTLE CURB INLET PROTECTION
4MKIM & CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
N.T.S.
J
12" MIN
SLOPE 2:1
MAX
NATURAL
GROUND OR FILL OR CUT SLOPES ®"" =1 I I 1=111=111=_
111=111=1111111 1
BEIM
LINER (TYP.)
18" MIN O`\A
12" MIN
COMPACTED FILL
INSTALL LINER TO
LIMITS SHOWN.
TUCK 6" EACH SIDE,
IF APPLICABLE
-18" MINF_OW
III11=Nrir
� 11-III-�111=
1rl `11?Yr11•liiil�l� ;Ill-1lI,;,IIII11-
11 I I III / DITCH
NOTES:
POSITIVE GRADE MUST BE PROVIDED TO ASSURE
DRAINAGE. IF SLOPE EXCEEDS 2%, SEED AND MULCH
DIVERSION. TRY NOT TO EXCEED 5%. MAXIMUM D.A.= 5
ACRES WITHOUT SUPPORTING CALCS. DIVERSIONS AT THE
TOP OF SLOPES MUST EMPTY INTO AN APPROVED SLOPE
DRAIN. BERM/DITCH IS MOST COMMONLY USED.
a. MACHINE COMPACTION OF ALL FILL IS REQUIRED.
DIVERSIONS SUFFICIENT TO DIRECT ALL SEDIMENT -
LADEN STORMWATER INTO A SEDIMENT CONTROL
DEVICE MUST BE INSTALLED PRIOR TO CLEARING AND
GRUBBING OF THE AREA (OR IN CONJUNCTION WITH THIS
OPERATION) IF SEDIMENT CONTROLS AND DIVERSIONS
ARE INSTALLED AS EACH CRITICAL POINT IS REACHED).
b. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE
DAMAGES BY CONSTRUCTION OPERATIONS.
c. DIVERSIONS SHOULD BE SEEDED AND MULCHED.
d. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK
REGARDLESS. REPAIR AS NECESSARY.
INSTALL LINER TO LIMITS
SHOWN. TUCK 6" EACH
SIDE, IF APPLICABLE
CONSTRUCTION SPECIFICATIONS:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW
AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA
PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
AND APPROPRIATELY STABILIZE IT.
EXISTING DITCHES/SWALES
DITCH #
"'FLOW DEPTH
LENGTH
LINER
00+00
0'
0'
--
00+00
0'
0'
--
00+00
0'
0'
--
NORTH AMERICAN GREEN SC250 TURF REINFORCEMENT
MAT.
"' FLOW DEPTH INCLUDES ONE FOOT OF FREEBOARD.
CLEAN WATER TEMPORARY DIVERSIONS
CWTD #
***FLOW DEPTH
LENGTH
LINER
1
0'
0'
--
2
0'
0'
--
3
0'
0'
--
NORTH AMERICAN
MAT.
" NORTH AMERICAN
MAT.
"' FLOW DEPTH INCL
GREEN SC250 TURF REINFORCEMEN
GREEN P550 TURF REINFORCEMENT
UDES ONE FOOT OF FREEBOARD.
EC-27
TEMPORARY CLEAN WATER DIVERSION DITCH N.T.S.
/
FLARED END SECTION/
DIVERSION DITCH TERMINATION
A
FLOW
FLARED END
SECTION/ DIVERSION
DITCH TERMINATION
B
BAUM
SECTION A -A
PERMANENT SOIL
REI NFORCEMENT
MATTI NG
(PSRM)
w
A
SEED AREAS WITH NATIVE
GRASSES AT TIME OF
INSTALLATION
TO VEGETATED
FILTER STRIP
1.0' 1' TUCK EACH SIDE
CLASS B RIPRAP
6" CABC
FILTER FABRIC
A
B
C
D
E
F
TYPE-1
12"
8.0'
4.25'
6.0'
1.75'
7.5"
TYPE-2
15"
*14.0'
*7.0'
*24.0'
*11.0'
12"
TYPE-3
N/A
*14.0'
*7.0'
*24.0'
*11.0'
12"
APPROXIMATE DIMENSIONS DUE TO IRREGULAR SHAPE.
CONSTRUCTION SPECIFICATIONS:
1. EXCAVATION TO BE PER THE MINIMUM DIMENSIONS SHOWN ON THE PLANS. CONTRACTOR TO ADJUST DIMENSIONS BASED
ON EXISTING CONDITIONS.
2. SOIL REINFORCEMENT MATTING SHALL BE PERMANENT EROSION CONTROL REINFORCEMENT MAT AND SHALL BE
CONSTRUCTED OF SYNTHETIC OR A COMBINATION OF COCONUT AND SYNTHETIC FIBERS EVENLY DISTRIBUTED
THROUGHOUT THE MAT BETWEEN A BOTTOM UV STABILIZED NETTING AND A HEAVY DURTY UV STABILIZED TOP NET. THE
MATTING SHALL BE STITCHED TOGETHER WITH UV STABILIZED POLYPROPYLENE THREAD TO FORM A PERMANENT THREE
DIMENSIONAL STRUCTURE.
3. THE SURFACE OF THE SOIL SHALL BE SMOOTH, FIRM, STABLE AND FREE OF ROCKS, CLODS, ROOTS OR OTHER
OBSTRUCTIONS THAT WOULD PREVENT THE MAT FROM LYING IN DIRECT CONTACT WITH THE SOIL SURFACE.
4. A 6-INCH BED OF CABC IS TO BE INSTALLED DIRECTLY OVER THE FILTER FABRIC AS DETAILED.
5. INSTALL THE RIPRAP PER THE DIMENSIONS AND LOCATION AS DETAILED.
6. CONTRACTOR TO SEED AREAS WITH NATIVE GRASSES AT TIME OF INITIAL INSTALLATION.
MAINTENANCE:
1. INSPECT SCOUR HOLE ONCE A WEEK AND AFTER EVERY RAINFALL AND PROMPTLY MAKE NECESSARY REPAIRS. REMOVE
SEDIMENT, TRASH, DEBRIS, AND UNDESIRABLE VEGETATION AND PROPERLY DISPOSE OF IT OFF -SITE. SEDIMENT SHOULD BE
REMOVED FROM THE SCOUR HOLE WHEN IT EXCEEDS 50% OF THE DESIGN STORAGE CAPACITY. CORRECT ANY
STRUCTURAL DEFICIENCIES AND REPLACE EROSION PROTECTION MATERIALS (I.E., RIPRAP) AS NEEDED.
EC-28
SCOUR HOLE
N.T.S.
■ ■
•11 EN
11 ■
CHATHAM PARK
Many Choices. One Place.
NOTES:
1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD FLARED -END SECTION OF PIPE WITH A MINIMUM
6-INCH METAL TOE PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A STANDARD T-SECTION FITTING
MAY ALSO BE USED AT THE INLET.
2. DIVERSION DITCHES TO BE TIED TO AN ARC FILTER UPSTREAM OF THE SLOPE DRAIN TO MINIMIZE THE SEDIMENT FROM
ENTERING THE SLOPE DRAIN. REFER TO DETAIL EC-7.
3. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN. MAKE THE HEIGHT OF
THE BERM OVER THE DRAIN CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES HIGHER THAN THE ADJOINING
BERM ON EITHER SIDE. THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM OF 1 FT ABOVE THE TOP
OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER PIPE.
4. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH RIPRAP DISSIPATER.
STABILIZE
OUTLET PER
SCOUR HOLE
(SEE DETAIL
EC-)0X)
HOLD-DOWN
STAKES
10' SPACING
DIVERSION DIKE
PLASTIC AA-IIIIIII
CORRUGATED PIPE
'1^
EVEL SECTIO
TOP OF
DIVERSION
NATURAL
GROUND
DIVERSION
CHANNEL
1' MIN
4' MIN
3:1
ISLAND OVER
INLET
1.5' MIN
- I-11I-
111 I1
I111� INLET 11111111111111111111111111
4' MIN
[[0.5. MIN
TOP OF
HAND -COMPACTED
FILL (ISLAND)
3:1
OUTLET
SIZE
La
(FT.)
W
(FT.)
DEPTH
(IN.)
LINING
CLASSIFICATION
12"
6.0
3.0
22
CLASS B
15"
7.5
3.75
22
CLASS B
18"
9.0
4.5
22
CLASS B
24"
12.0
6.0
22
CLASS B
30"
15.0
7.5
22
CLASS B
CONSTRUCTION SPECIFICATIONS:
1. INSTALL TEMPORARY SLOPE DRAINS IN ACCORDANCE WITH NCDOT ROADWAY STANDARD DRAWINGS NO. 1622.01
DURING ALL PHASES OF GRADING OPERATIONS AND ADJUST AS NEEDED TO PROPERLY DIRECT WATER FLOW.
2. CONSTRUCT AN EARTH BERM AT THE TOP OF CUT AND FILL SECTIONS TO DIRECT WATER FLOW INTO TEMPORARY
SLOPE DRAINS.
3. AT LOCATIONS OF SINGLE DIRECTION WATER FLOW, LOCATE TEMPORARY SLOPE DRAIN INLETS IN A SUMP ALONG THE
EARTH BERM. CONSTRUCT AN EARTH BERM DITCH BLOCK PERPENDICULAR TO THE DIRECTION OF THE WATER FLOW
ON THE DOWNSTREAM SIDE OF THE TEMPORARY SLOPE DRAIN. CONSTRUCT DITCH BLOCKS OF SUFFICIENT HEIGHT TO
BLOCK THE FLOW OF WATER BUT AT NO HIGHER ELEVATION THAN THE EARTH SHOULDER BERM. INSTALL AN ELBOW AT
INLET OF SLOPE DRAIN PIPE AS DIRECTED.
4. AT LOCATIONS OF MULTI DIRECTION FLOW, INSTALL A SUMP ON BOTH SIDES OF THE SLOPE DRAIN INLET. CONSTRUCT
INLET PROTECTION WITH SEDIMENT CONTROL STONE AND CLASS B STONE IN ACCORDANCE WITH NCDOT ROADWAY
STANDARD DRAWINGS NO. 1622.01. INSTALL A STANDARD T-SECTION AT THE SLOPE DRAIN INLET AS DIRECTED.
5. JOIN MULTIPLE PIPE SECTIONS USING AN APPROVED PIPE COUPLING. ANCHOR SLOPE DRAINS IN ACCORDANCE WITH
THE NCDOT ROADWAY STANDARD DRAWINGS NO. 1622.01 EXTEND SLOPE DRAIN TO BOTTOM OF SLOPE AND EROSION
CONTROL MEASURES.
MAINTENANCE:
1. INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL AND PROMPTLY
MAKE NECESSARY REPAIRS. THE CONTRACTOR SHOULD AVOID THE PLACEMENT OF ANY MATERIAL ON AND PREVENT
CONSTRUCTION TRAFFIC ACROSS THE SLOPE DRAIN. WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY
STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED
AREAS STABILIZED APPROPRIATELY.
EC-29
TEMPORARY SLOPE DRAIN
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
PROJ. START DATE:
2021, MAY
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
SCALE
HORIZONTAL:
NIA
VERTICAL:
TBD
N.T.S.
1
D00.9
DRAWING NUMBER
F
REVISION
STATUS:
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 11/05/2021 08:45:13 ED BARNES

FLOODTIGHT HATCH —\
ACCESS HATCH -
STAINLESS STEEL LIFTING CHAIN
PVC STRAIN
WOVEN GRIP.
RELIEF FOR ELECTRIC CABLE WITH PVC TYPE
MOUNT TO HATCH FRAME. (TYPICAL FOR 2)
�_�
rn
CONDUIT TO POWER UNIT
' a I FINISHED GRADE
1I1=1I1=1II_1�1=1IIT1
"=111-111-III-III-III=111
\--1=I
In-III=1i�-�I�-IeI _III,
I I'--4* 11- -1 I-1 I '
\\ A
\
,-
\
_III, III11_I11=1I1=111=
1 1-1 1-111-111
' I-III-111 -III =�
- _ 1
STAINLESS STEEL CHAIN
°
.=111=11I-11I-111
it11-
I-1 1E11lEl 1-1I
-111E111-I 11-11
1-11 I-111 E 1 I
III III -II
1-111-111=
"-'
FINISHED GRADE •j�
' 6
-1I1=1 I-III=M=1I1=1I1=1I1=1I1=11 —
=I I =I I I=111-I I I=111-111-111E_111=III-
1
P
_ II-1II=M=III-II-I(-
1 " _ "' "' ' 11=111E_111=III=1 _
"'-111III=1 11=1 I IIII-I I 1=1 I 1=1 I
'
= _� -I 11=11 =11 p
' 1=1 I I-1 11=L-III-III-I 11
"-1-1-Ill-111E_11I
-III-III-III=III=
- IIIE_Ill
�1-
STAINLESS STEEL GUIDE
PLATE AND FRAME
C
i�
�►
'
_
4" SCH 80 PVC CONDUIT TO ELECTRIC UNIT
ELECTRIC i -
GRINDER \ N
°
-111=
I-'
/��
\ STAINLESS STEEL GUIDE RAIL
/"
/ ,11
B-1
\
B
�II�
III
-�
(���_: 1�
���
off
dI!
9
■
_
SEWAGE GRINDER
Ili
it
Ila
Ii
L
I OVERFLOW BARE SCREENSTAINLESS
STAINLESS STEEL OVERFLOW BAR SCREEN1
-
�.
�-�.
PRESSURE TRANSDUCER
Gok-winiord
SEWAGE GRINDER UNIT
GUIDE PLATE \
\
/
•
-�
b
��
AND FRAME
INFLUENT PIPE
\ /
1
;
;�-
\�`__v
A
/
_-,
SUBMERSIBLE PUMPS AND PIPING
(TYPICAL FOR 2)
...----2.___
Z-
�-
2.3'
PUMPS AND PIPING
n
�—
(TYPICAL
(TYPICAL FOR 2)
PLAN VIEW
.
80 mil.
EPDXY
COATING
SEE PLAN VIEW &
SECTION "B-B" FOR
PUMPS
L---
SUBMERSIBLE
SEE SHEET 2 OF 2 FOR
\
AND PIPING.
80 mil. EPDXY COATING
'
SEE SHEET 1 OF 2 FOR
PLAN VIEW AND SECTION "A -A"
SECTION "B-B"
\
\\\
Ja
NOTE:
J4.0007'
.•'� • •...,•
°
•
+1P.
ACCESS HATCH SHALL BE SIZED TO ALLOW FOR
INSTALLATION AND REMOVAL OF GRINDER UNIT.
SECTION ''A —A'',
'_�
SECTION
"B—B"
f I-,, ,
(
1,I
DETAIL No.
DETAIL No.
+,I�
.41110'•_llo"
SEWAGE GRINDER UNIT (WET WELL INSTALLATION)
07500.04
"`i1'o-
SEWAGE GRINDER
UNIT
(WET WELL INSTALLATION)
07500.04
EFFECTIVE: 05/15/20
SHEET 2 OF 2
EFFECTIVE: 05/15/20
SHEET 1 OF 2
OPENING AS REQUIRED
- 1 /4" THICK DIAMOND PATTERN ALUMINUM
COVER PLATE W/ EXTRUDED ALUMINUM
NOTES:
SIPHON BREAK
14
1. HOSE BIB SHALL ACCOMMODATE STANDARD 3/4 INCH GARDEN HOSE.
2. ALL FITTINGS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS
PER ASTM B584.
" GE ALUMINUM GRADE 3. SIGN SHALL BE 21 x15 & 0.125 MINIMUM GAU
6061 OR BETTER. LETTERING SHALL BE 1-3/4 INCH.
4. RPZ MAY BE OMITTED IN SOME APPLICATIONS OF NONPOTABLE USE
WHERE THE HYDRANT IS SEPARATELY METERED AND ALL PLUMBING
CODE REQUIREMENTS ARE MET.
'
LIFTING HANDLE
SQUARE KEY LATCH
FRAME (WELDED)
SEE INSET 'B'
n+-^,
-
.1.,
-II
-
_
. c .
°
°
!
>
OPENING AS REQUIRED
a
a
- G
. ��
° `
II I
18" MINIMUM
30" MAXIMUM
1
-
/
RPZ PER DETAIL 06200.02
SQUARE
KEY LOCK
I IL - - - - J
4
.,
A
ICI II I
tO... I
i�O��ir _ =OPENING
"B"N
AS REQUIRED
HINGED FALL
I PROTECTION
GRATING
INSET
FINISHED
GRADE
'
; QO:;;p•,
°
1►.❖.+❖❖❖•444 -444-.'•
I
SECTION"A—A"
i.i.<''i�i�i�i�i�i�i�i�i�i�i�i�i�i� ♦
r04!___-_—l—l— — ,__. �._ A
GRATING FRAME
AS PER
1111111
MANUFACTURER
•
3/16" (COVER SHOWN IN
��
DIAMOND PATTERN ALUMINUM CLEAR II} FINISHED
COVER PLATE FLOOR
OPEN POSITION)
L ni ni _
T rAm=T=III=1
�H.11=T=11_.4
1111-� I-1
-
< °
.4 a
°. . ° ad :4 .' � .'
i
-1
�I 11
--m
I I I-1 I -I I- -
__
1111 � 11111 � 11111 � 11 H
-I I =" t 1-1 I IJ I llI Il_
� 11 -1 I lILF 11_1 l
m—xu-- _
-a —W I - I 111=I
1 E El 1 i l l ll I IMI I I � I � 1
�ii—n ni —ni—iu ni-iii
I-1 I I-1 I1 I I-1 141=1 I -I 1-1 I f-1 1- 1=1
_ III-'
1 i l l Lei Hai 1 i t -11111 fn=1111, 1ft1 � 1 11� 11111 PI
IA.,Ameecadeocx
k�
���
STAINLESS STEEL &
PLAN VIEW
:'
ALUMINUM POSITIVE
LOCKING HOLD OPEN
1 I I- I -I 11 I I I-1-L- -lll-ll-II-L11 iL I
-m-m T7M-m M T 111 I-[I(-LTI JII-MEM
4"x 24"x 24" - -I I 111 III 1 =1 1
SD III
imum
III T-)_Tf-
III III -III-
III =T
ir
- i I -I I I I -L1=1 �►
'1-111-1M=III-11=I
a1 III-LI1-1i1=1
111=W-111-ll1W
I lll-J11-I I -I I C I TI I G
_I�-III-III III1'I-I r_-'
1-WHIP '
-IITTij 1,-1Tf- -
s I
METER
SEE NOTE #1 ARM
-
- STAINLESS STEEL
HINGE W/ PROOF FASTENERS
C�
I: ,
It
II=III
1 CUBIC FOOT OF HII
III
#57 WASHED STONE T(
71
111E_1M-. z =III=III-1f=III-I
IIIJI 1LI=ll1=L1=ll1=WE
IIIIII-I 1 I 1-Ill 1
III ll(= III -III III -III 1�
I III II N =1=ll1=�L1-1�(L=
111MUI1—I I-1E
I_I7-1 -
4._ 111E_111=11I-
111E_111=1i1=
=11l=l= 1'
__-111- TP.
III-1 ,-
-iTT-I
or--
_
i--
►it - •
::
��i•-,1
�� �,,,
• .•
Tod
.%-t
...
-III=III-III-III-1
111=1=If 1(1=1 IE
---1=1=Ill-1
1-1-1=1=11-.
��� ��� III ���
=1JT=ilf-
-I I T 1=
H 11=111=
� _ITT
NOTES:
DETAIL
1. ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR GROUT
SHALL BE COATED WITH BITUMINOUS MATERIAL FOR PROTECTION.
2. HATCHES SHALL BE SINGLE OR DOUBLE HATCH DEPENDING ON
OPENING SIZE AND MANUFACTURER'S RECOMMENDATIONS.
3. HATCH SHALL BE RATED FOR H-20 LOADING.
IN
� eiSMIl
i \U.. =11-1
1+
�������
�• *-�
-vi�!4: �
�• • <,�
'^�1zi�te =1
III- 11=1 1=1 1=1 I I- I f=1 F =T
J _ _ .,1-111-111 11-ET_
I1=11 i _ I all 111- 1' -"'=II I' -all TYPE K, 1" DIAMETER COPPER
III TUBING WITH THREADED TO
COMPRESSION FITTING AT HYDRANT
12"
ALUMINUM ACCESS HATCH
DETAIL No.
STANDARD YARD HYDRANT (NON -FREEZE)
DETAIL No.
07500.06
SHEET 1 OF 1
06000.16
SHEET 1 OF 1
AcEV.NO.
DESCRIPTION
DATE 1.
G
FINAL DESIGN - ISSUED FOR PERMITTING (NCDOT) - NOT FOR CONSTRUCTION
21 FEB 2022
F
FINAL DESIGN - NOT FOR CONSTRUCTION - REVISED PER NCDOT AND CHATHAM COUNTY SEDIMENT & EROSION CONTROL COMMENTS
05 NOV 2021
E
FINAL DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
30 SEP 2021
D
FINAL DESIGN - ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
14 SEP 2021
C
90% DESIGN SUBMITTAL - ISSUED FOR PERMITS - NOT FOR CONSTRUCTION
23 AUG 2021
B
90% DESIGN - TOWN OF PITTSBORO REVIEW - NOT FOR CONSTRUCTION
28 JUN 2021
A
CPI REVtEW - NOT FOR CONSTRUCTION
22 JUN 2021
\ REVISIONS /
/
/
/
4MCKJM&CREED
Venture IV Building. Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
1
J
O
S3dAl XIW 3AVda3dflS dad
1N3W3Add
HOd ONIMVIJO OUVONd1S HSI1ON3
SHEET 1 OF 1
654.01
D
X
W
12"
1'-4"
7'-4"
15"
1'-7"
7'-7"
18"
1'-10"
7'-10"
24"
2'-6"
8'-6"
30"
3'-1"
9'-1"
36,,
3-8
98
42"
4' -5"
10' -5"
48"
5'-0"
11'-0"
8" ASPH. CONC. INTERMEDIATE COURSE
OR
8" ASPH. CONC. BASE COURSE
EXISTING
1'-0"
2'-0"
2'-0"
1'-0"
EXISTING
PAVEMENT REPAIRS ON ROADS TO BE RESURFACED
(PIPE IS PLACED UNDER EXISTING PAVEMENT)
EXISTING
2"- 3" ASPH. CONC. SURF. COURSE
6 ASPH. CONC. INTERMEDIATE COURSE
OR
6 ASPH. CONC. BASE COURSE
2'-0"
2'-0" 1'-0"
EXISTING
PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
(PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT)
RESURFACING
MATERIAL
ENGLISH STANDARD DRAWING FOR
PAVEMENT REPAIRS
FOR SUPERPAVE MIX TYPES
SHEET 1 OF 1
654.01
EN:: CHATHAM PARK
Many Choices. One Place.
Choices. One Place.
VILLAGE SOUTH PUMP STATION
AND UTILITIES
DETAILS
MISC PUMP STATION STANDARD
DETAILS
J
PROJ. START DATE: 2021, MAY,
MCE PROJ. #
01561-0015
DRAWN
EJB
DESIGNED
MDP
CHECKED
MDP
PROJ. MGR.
KJS
/
0
SCALE
HORIZONTAL:
TBD
VERTICAL.
TBD
D00.4
DRAWING NUMBER
G
REVISION
STATUS: FINAL DESIGN - ISSUED FOR PERMITTING,
(NCDOT) NOT FOR CONSTRUCTION J
I:\01561\0015\WATER\80-DRAWINGS\DETAILS\D00.0 DETAILS - SANITARY SEWER AND PUMP STATION.DWG 02/21/2022 11:11:58 ED BARNES

WATERSHED PROTECTION DEPARTMENT
\ P.O. Box 548
CHATHAM COUNTY Pittsboro,NC 27312
NORTH CA R O L I N A Website:chathamcountync.gov
Office: [phone]• E-mail:[e-mail]
Soil Erosion and Sedimentation Control
LETTER OF APPROVAL
December 1,2021
Chatham Park Investors LLC
105 Weston Estates Way
Cary, NC, 27513
Project Name: Village South Pump Station&Utilities
Project Number: WP-21-375
Acres Approved: 4.6
Submitted by: McKim& Creed
Date Received: 11/12/2021
To The Above Named Person(s) and/or Entity,
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable and hereby issue this Letter of Approval.
Erosion and Sedimentation Control Plan: This plan approval shall expire (2) years following the
date on this Letter of Approval,unless a Land-Disturbing Permit has been obtained within that initial
two-year period and remains in effect as provided in G.S. 164.12 (H). Active sites may have the
permit renewed by applying for renewal 30 days prior to expiration.
Section 10 (L) of the Chatham County Sedimentation and Erosion Control Ordinance requires that a
copy of the approved erosion control plan be on file at the job site.
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection
of existing natural resources and adjoining properties. If, following the commencement of this
project, the erosion and sedimentation control plan is inadequate to meet the requirements of the
Chatham County Sedimentation and Erosion Control Ordinance,this office may require revisions to
the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with county, state and
federal water quality laws, regulations and rules. In addition,local city or county ordinances or rules
may also apply to this land-disturbing activity. This approval does not supersede any other permit or
approval.
Inspections: This letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic
inspection to ensure compliance with the approved plan.
Section 164.12 (I) of the Chatham County Sedimentation and Erosion Control Ordinance requires
self-inspections and monitoring for all sites receiving a Land Disturbing Permit. These inspections
can be done by the Financially Responsible Party, or an agent thereof These inspections must occur
at a minimum of once a week and within 24 hours of any rain event of 0.5 inch or greater. Copies of
inspection records and reports must be kept on site and produced to Chatham County upon request.

NPDES General Stormwater Permit NCG010000: Please be aware that your project will be
covered by the new NPDES General Stormwater Permit NCG010000 (Construction Activities).
You must apply and receive the NCG01 Certificate of Coverage electronically at the following
website: https://deq.nc.gov/NCG01. The Electronic Notice of Intent, or "e-NOI form",
link is used to complete this step. After you submit a complete and correct e-NOI form, a
Certificate of Coverage will be emailed to you within three business days. Please direct questions
about the e-NOI form to the Stormwater Program Supervisor of the North Carolina Department of
Environmental Quality's Division of Energy, Mineral, and Land Resources. Contact information is
available on the "Contacts"page of the above-referenced website.
This form MUST be submitted prior to the commencement of any land disturbing activity on the
above named project. If a construction activity that disturbs 1 acre or more (or is part of a
subdivision or other common plan of development) fails to submit an e-NOI after the approval of its
erosion and sedimentation control plan, then the permittee is in violation of federal permitting
requirements and could be subject to penalty assessment.
If you are a homebuilder —you need only obtain (1) Certificate of Coverage per subdivision,which
will serve to cover all of your lots for that subdivision. When completing the e-NOI form,enter only
the subdivision name,and do not list the lot number.
If you are a developer—you will need (1) Certificate of Coverage for each set of approved plans in a
subdivision.
Please also be aware that you are required to provide updated information, in the event
circumstances change regarding your project, to the North Carolina Department of Environmental
Quality's Division of Energy,Mineral,and Land Resources by filing a"Modification Form".This can
be found at https://deq.nc.gov/NCGO1.
Land-Disturbing Permit: A Land-Disturbing Permit will be issued by Chatham County only after
the above-referenced Certificate of Coverage is provided to Chatham County. Construction activities
can begin only after the Land Disturbing Permit is issued. Active sites may have the permit renewed
by applying for renewal 30 days prior to expiration.Chatham County's Land-Disturbing Permit must
be posted at the job site once received.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form,which you provided. You are requested to file an amended form if
there is any change in the information included on the form. Please notify us when you would like to
schedule a preconstruction conference. Notification shall be given at least 7 days prior to initiation
of activity.
Respectfully,
Justin Hasenfus,CPESC
Watershed Specialist
Chatham County Watershed Protection Department

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F d
Aff
oki,
ROY COOPER , ,
Governor
ELIZABETH S.RISER
Secretary 4krQrWelvs ;
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
October 22, 2021
Timothy R. Smith,Vice President
Chatham Park Investors, LLC
105 Weston Estates W
Cary, NC 27513
Subject: Permit No. WQ0042824
Chatham Park Investors, LLC
Village South Pump Station & Utilities
Wastewater Collection System Extension Permit
Chatham County
Dear Mr. Smith:
In accordance with your application received August 25, 2021 we are forwarding herewith Permit No.
WQ0042824 dated October 22, 2021 to the Chatham Park Investors, LLC (Permittee)for the construction
and operation upon certification of the subject wastewater collection system extension. 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 shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 1.1: No wastewater flow shall be made tributary to the subject sanitary sewer system until
the projects covered under Authorization to Construct No. 020354A04 and non-
discharge permit WQ0039375 are constructed, operational, and the engineer's
certification has been received by the Division. [15A NCAC 02T.0304(b) & 15A NCAC
02T.0116]
Condition 1.2: No flow shall be made tributary to the subject sewer system until an application for
permit modification for an increase in flow or a permit that includes upstream flow has
been submitted to and approved by the Division. [15A NCAC 02T.0304(b)]
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T.0403 or any individual system-wide collection system
permit issued to the Permittee.
?). NorthCarolinaDepartmentofEnvsronmentalQuality DivisionofwaterResources
Raleigh Regional Office l 3800 Barrett Drive I Raleigh.North Carolina 27609
NORTH C.IROUNA
oecvbnont of EnWronmaMal a.II 919.791.4200

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
Chatham Park Investors, LLC
Permit No. WQ0042824
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations,or the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional 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 a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made,this permit shall be final and binding.
If you need additional information concerning this matter, please contact Jason Robinson via e-mail at
[e-mail].
Sincerely,
cDocuSigned by:
S k
—BC DA9D825 D4A46D...
for S. Daniel Smith
Director, Division of Water Resources
by Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Michael Penny, PE, McKim &Creed, Inc. ([e-mail])
Raleigh Regional Office Files
DWR Laserfiche
Chatham County Health Department
Page 2 of 8

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
?,;.1 - 4 ),.
NORTH CAROLINA
Environmental Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Chatham Park Investors, LLC
Chatham County
for the construction and operation of approximately 1,000 linear feet of 8-inch gravity sewer ; a 361—
gallon per minute pump station with duplex pumps, on-site audible and visual high water alarms,
telemetry, and a permanent generator with automatic transfer switch; as well as approximately 2,500
linear feet of 6-inch force main to serve future development as part of the Village South Pump Station &
Utilities, and the discharge zero additional gallons per day of collected domestic wastewater (future
projects will provide permits for new flow) into the Chatham Park Investors, LLC and Town of Pittsboro's
existing sewerage system, pursuant to the application received October 25, 2021 and in conformity with
15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and
updated in March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
data subsequently filed and approved by the Department of Environmental Quality 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.
,-DocuSigned by:
Sit U ,
BCDA9D825D4A46D...
for S. Daniel Smith
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0042824
Permit Issued: October 22, 2021
Page 3 of 8

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
SUPPLEMENT TO PERMIT COVER SHEET
Chatham Park Investors, LLC 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 Chatham Park Water Recovery
Facility in accordance with Permit Number NC0020354/WQ0039375.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 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 Permittee'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.
I. SPECIAL CONDITIONS
1. No wastewater flow shall be made tributary to the subject sanitary sewer system until the projects
covered under Authorization to Construct No. 020354A04 and non-discharge permit WQ0039375
are constructed, operational, and the engineer's certification has been received by the Division.
[15A NCAC 02T.0304(b) & 15A NCAC 02T.0116]
2. No flow shall be made tributary to the subject sewer system until an application for permit
modification for an increase in flow or a permit that includes upstream flow has been submitted to
and approved by the Division. [15A NCAC 02T.0304(b)]
3. This permit shall become voidable unless the agreement between Chatham Park Investors, LLC and
the Town of Pittsboro for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(g)]
4. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-
family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T
.0305(h)(2)]
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
Page 4 of 8

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
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. [15A NCAC 02T.0116; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 02T; 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 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T.0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0403. If an individual
permit is not required,the following performance criteria shall be met:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day(i.e. 365
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.
f. 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 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at 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 to 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 least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
Page 5 of 8

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. 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. The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure,due to known or unknown reasons,that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the 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 spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO(or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is one
where the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee 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:
a. One copy of the project construction record drawings (plan & profile views of sewer lines&force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
Page 6 of 8

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities
and the rotation schedule of the portable power source or pump, include travel timeframes, shall
be provided.
c. 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 to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including but not limited to pipe length changes of 10% or
greater, increased flow, pump station design capacity design increases of 5% or greater, and
increases in the number/type of connections), regulations, or the Minimum Design Criteria.
Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case-by-
case basis and each on its own merit. Please note that variances to the Minimum Design Criteria
should be requested and approved during the permitting process prior to construction. After-
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification & activation. [15A NCAC 02T.0116]
8. 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. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
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. [ 15A NCAC 02T.0105(n)]
9. A copy of the individual permit and construction record drawings shall be maintained on file by the
Permittee for the life of the wastewater collection facilities. [15A NCAC 02T.0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 02T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June
1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement
action by the Division, in accordance with North Carolina General Statutes§143-215.6A through§143-
215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of
the North Carolina-licensed Professional Engineer to the licensing board. [15A NCAC 02T.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions,the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T.0110; 15A NCAC 02T.0108(b)]
Page 7 of 8

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations,or ordinances that may be imposed by the Division any other Federal,State,or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 8 of 8

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00 Project County:
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership,transfer from developer to HOA/POA, etc. Ti Yes Ti No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as-built drawings have been signed,sealed,and dated by an N.C. PE? Ti Yes Ti No
3) Final Engineering certification? Ti Yes Ti No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase,what was previously certified(if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: Ti Yes Ti No Ti N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: Ti Yes Ti No Ti N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: Ti Yes Ti No Ti N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC)for the permitting of Gravity Sewers (latest version), and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans,specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines(15A NCAC 02T.0402(2))? Ti Yes Ti No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language,the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit(including but not
limited to pipe length changes of 10%or greater,change in flow, pump station design capacity design change of 5%or
greater,and/or change in the number/type of connections)? Ti Yes Ti No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office] 1628 Mail Service Center,Raleigh,NC 27699-1628
Physical Address: 3800 Barrett Drive,Raleigh,NC 27609 919-791-4200

DocuSign Envelope ID:DF881C54-4BE1-4CB6-8717-94FE93BA736F
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Chatham Park Investors, LLC
PERMIT#: WQ0042824
PROJECT: Village South Pump Station & Utilities
ISSUE DATE: October 6, 2021
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name,Title Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, n weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that,to the best of
my abilities, due care and diligence was used in the observation of the following construction:
approximately 1,000 linear feet of 8-inch gravity sewer ; a 361—gallon per minute pump station with
duplex pumps, on-site audible and visual high water alarms, telemetry, and a permanent generator
with automatic transfer switch; as well as approximately 2,500 linear feet of 6-inch force main; such
that the construction was observed to be built within substantial compliance of this permit; 15A NCAC
02T;the Division of Water Resources' (Division)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 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature &date:
Final n Partial (include description)
Certification Comments/Qualifiers(attach if necessary):
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 11628 Mail Service Center,Raleigh,NC 27699-1628
Physical Address: 3800 Barrett Drive,Raleigh,NC 27609 919-791-4200

DocuSign Envelope ID: DF881C54-4BE1-4CB6-8717-94FE93BA736F
FAST TRACK SEWER ENGINEERING CERTIFICATION
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office] 1628 Mail Service Center,Raleigh,NC 27699-1628
Physical Address: 3800 Barrett Drive,Raleigh,NC 27609 919-791-4200