WQ0043484_Application_20220526

Initial Review
Reviewer Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
Yes No
Permit Number (IR)* WQ0043484
Applicant/Permittee Brunswick County
Applicant/Permittee Address PO Box 249, Bolivia, NC 28422
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type
County
Facility Name
Ocean Isle Beach RWDL
County
Brunswick
Fee Category RW Distribution Line
Fee Amount
Is this a complete application?*
Yes No
Complete App Date
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
$480
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
05/26/2022

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* Kyle Herring
Email Address*
[e-mail]
m
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9103831044
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
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.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: *
Wastewater Irrigation
Other Wastewater
Closed -Loop Recycle
Single -Family Residence Wastewater
Irrigation
Applicant/Permittee*
Brunswick County
Applicant/Permittee Address*
PO Box 249, Bolivia, NC 28422
Facility Name*
Ocean Isle Beach RWDL
Please provide comments/notes on your current submittal below.
Resubmittal per comments received via email dated 05/23/2022 from Nathaniel Thornburg.
High -Rate Infiltration
Reclaimed Water
Residuals
Other
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.)
2022-05-26 Combined Submittal.pdf 36.6MB
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
Submission Date 5/26/2022

State of North Carolina
Department of Environmental Quality
DWR 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 conies of
the aprlication and supporting documentation.
Do not submit this application without an associated Reclaimed Water Proiect 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 IL1. 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):
® 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(fl, (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 I of 2

C. Engineering Plans (All Application Packages):
® Per 15A NCAC 02U .0201(c)(1) or .0202(c), submit standard size and I I 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:
® Table of contents.
® A general location map with at least two geographic references and a vicinity map.
® 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 .030560(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:
® 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.
® Table of contents with each section/page numbered.
® Detailed specifications for each reclaimed water line and pump station (as applicable).
® 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 CONSTRICTION, 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 021. ' .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.
® 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
fly U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Suecial Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
FORM: RWDL 06-16
1. CONTACT INFORMATION:
1. Applicant's, name: Brunswick County
Mailing address: PO Box 249
City: Bolivia State: NC Zip: 28422-
Telephone number: [phone] Email Address: utililyadmin a,brunswickcountvnc.gov
2. Signature authority's name: John Nichols (per 15A NCAC 02T .0106) Title: Public Utilities Director
3. Consulting Engineer's name: Kyle Herring License Number: Firm: Cape Fear Engineering
Mailing address: 151 Poole Rd Ste. 100
City: Belville State: NC Zip: 28451-
Telephone number: (�UQ 383-1044 Email Address: kyle.herring(a),capefearenizineering.com
II. DISTRIBUTION SYSTEM INFORMATION
1. Distribution system project name (name of subdivision, shopping center, etc.): Ocean Isle Beach WWTP Reclaimed Water
2. Project county: Brunswick
3. USGS map name: Googie Mays
4. Owner of reclaimed water generating facility. Brunswick County
5. Permit number of reclaimed water generating facility: W00006085
6. List the owner(s) of any intermediate reclaimed water lines if different from the applicant, or the generating facility. NIA
7. Permit number for reclaimed water line immediately upstream: W00006085
8. Pipe diameter for for reclaimed water line immediately upstream: 8", 10"
9. Specify the proposed destination of the reclaimed water: SW Dartmoor Way
10. Capacity of proposed distribution system: _2_,425,890 gallons per day
11. Explanation of how capacity was determined: Hydraulic Analysis
III. DISTRIBUTION LINE DESIGN INFORMATION
1. Complete the table below for by providing the required information on the proposed distribution lines:
Diameter (inches)
Length
iinear feet
pipe Material
High Elevation
ft
Discharge Elevation
ft
8"
748
C900 DR-18
49.4
49.4
16"
7157
C900 DR-18
48.75
43.7
2. Station location of air release valves:
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
facilities, and outlets
CU101-CU107
N-A
Color coding on reclaimed water piping, valves, etc.
N A
84
Method of securing valves and outlet for operation by
authorized personnel only
C-504
NIA
Locking mechanism for hose bibs
N A
NIA
Cross connection control devices
NA
NIA
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
distribution system
Reclaimed Water
Stora a Units
Required
Actual
Required
Actual
Any private or public water supply source
NIA
100
Any property line
N/A
50
Any well with exception of monitoring wells
100
>100
100
Surface waters (streams - intermittent and perennial,
erennial waterbodies, and wetlands) classified as SA
100
>100
50
Surface waters (streams — intermittent and perennial,
erennial watcrbodies, and wetlands) classified as SA
25
>25
50
2. Do the pump stations and storage units comply with all setbacks found in the river basin rules (I 5A NCAC 213.0200)?
® 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
12.5
1.5
4
Any well
50
N A
NIA
Sewer lines (reclaimed over sewer)
2
50
1.5
1.5
Final earth grade
NIA
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
Number
Specification
Page Number
Internal dimensions (L x W x H or T 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
AudibleNisual 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

VILSTORAGE 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 ® 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
Number
Specification
Pa a Number
Type of storage tank
Select
Internal dimensions (L x W x H or tp x H)
ft
ft
ft
Storage Volume
gallons
Inlet Elevation
ft
Outict Elevation
ft
High water elevation
ft
AudibleNisual 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:
V&I&t J(n , attest that this application for, C>LAQPC%,-A \5�
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 S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
ICA
» Cl
SEAL
+
048839 ; N
�ttl1 t
Applicant's Certification (signing authority must be in compliance with 15,E NCAC 02T .0106):
I, John Nichols Public Utilities Director
(signing authority name == PLEASE PRINT) (title)
attest that this application for Ocean Isle Beach WWTP Reclaimed Water
(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 143-215.613, any person who knowingly makes any false statement, representation, or certification in any
application package shall be guilty of a Class 2 isdemeanor, which may include a fine not to exceed S10,000 as well as civil penalties
up to S25,000 per violation, w`
Signature: Date:
FORM: RWDL 06-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR 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 Aonlicant shall submit one on inal and two copies of the a lication and supportin2
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):
® 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 i
Major Generator/User (ADF > 10,000 gallons per day) F S 1,310 S395
Minor Generator/User (ADF < 10,000 gallons per day) �S810 S245
Reclaimed Water Distribution Lines I $480 N.'A
i 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.
® 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 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 Icvel 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 07--' .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal_(FORTM, 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:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
By Courier/Special Delive
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
I. GENERAL INFORMATION:
I . Applicant's name: Brunswick County
Mailing address: PO Box 249
City: Bolivia State: NC Zip: 28422-
Telephone number: [phone] Email Address: utiliiyadmin(@brunswickcountyne.gov
2. Signature authority's name: John Nichols (er 15A NCAC 2U .0106) Title: Public Utilities Director
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: DEV)
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. 143-215.613? ❑ 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 ® No
e. Has unpaid annual fees in accordance with 1.5A. NCAC 02T .0I05(e)m? ❑ Yes or ® No
FORM: RWPI 06-16 Page I of 3

II. PROJECT INFORMATION
Application type: New Permit (Sec Instruction B) Fee Submitted S490 (See Instruction B)
2. For modifications, provide the existing permit number: WQ00 and most recent issuance da.e:
3. Provide a brief description of the activities proposed for permitting:
4. What is the status of the following associated permits and or certifications? (if not applicable, please mark as NIA)
Permit/Certification
Collection System (O
200,000 GPD)
Dam Safety
Erosion & Sedimentation
Control Plan
Nationwide 12 ( Section 404
Pretreatment
Date Submitted I Date Approved I Permit/Certification No. I Agency Reviewer
Sewer System
Stormwater Management Plan
Other:
✓ 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: N_A; or explain why this item is N.'A.
6. Does this project utilize public monies or lands? ® Yes or ❑ 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: NIA
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 ol'a letter from the local authority (i.e.. county'municipality) stating that the project
complies with any local floodplain ordinance that may. apply.

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106):
[, John Nichols Public Utilities Director
(signing authority name PLEASE PRINT) (title)
attest that this application for Ocean Isle Beach WWTP Reclaimed Water
(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 143-215.613, 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 uprt¢ $25,000 per violation.
Signature:
Date: ZfJ �L
{
FORM: RWPT 06-16 Page 3 of 3

Water Distribution System Modeling
Design Narrative and Calculations
For
Ocean Ridge Reclaimed Waterline
Brunswick County, North Carolina
Prepared for:
Date: December 2021
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048839
Prepared by:
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
NC License No. C-1621

DESIGN NARRATIVE
1. GENERAL:
On behalf of Brunswick County, Cape Fear Engineering is submitting for a Water permit for the
Ocean Ridge Reclaimed Waterline Project. The subject project location begins at the 10" stub tie
in near the Ocean Isle Beach WWTF Spray Fields off Old Georgetown Rd SW (SR 1163) in Ocean
Isle Beach, North Carolina and traverses approximately 1.5 miles to its termination point, the
Ocean Ridge re -use irrigation system.
Brunswick County owns, operates, and maintains the supply and distribution of the water system
in accordance with Water System Management Plan (WSMP) No. 16-00759 currently on file with
the State of North Carolina. Brunswick County has a sufficient quantity of water to supply the
addition of this system to the County system.
All water supply improvements shall be in compliance with North Carolina Administrative Code
Title 15A, subchapterl8C and Brunswick County Water System Standards.
2. WATER SYSTEM DESCRIPTION:
The proposed water distribution system will consist of the installation of approximately 7,156
linear feet of 16" waterline and appurtenances which connects at the 10" stub located on the
southern side of Old Georgetown Road SW (SR 1163) and continues southwest where it turns at
Dartmoor Way. There will be a new 8" waterline that crosses Old Georgetown Road SW (SR
1163) and runs along Dartmoor Way for approximately 747 linear feet before terminating at the
Ocean Ridge Point of Connection. The waterline will feed into the existing Ocean Ridge irrigation
system.
The proposed waterlines will connect to an existing waterline in the two (2) following locations:
• The first location is near the Ocean Ridge WWTF Spray Fields where the proposed line
will tie to an existing 10" waterline on Stone's Throw Drive (just south of Old Georgetown
Rd SW)
• The second location is near the Ocean Ridge Plantation Property where the proposed line
will tie to an existing 8" waterline on SW Dartmoor Way.
The primary purpose of this water distribution system is to extend the existing 10" reclaimed
waterline to serve developments along the Ocean Ridge Plantation Property. System modeling
provided by others.

CAFE FEAR
ENGINEERING
December 13, 2021
NCDEQ
Public Water Supply Section
Office 1304-C, 13" Floor Archdale Building
512 Salisbury Street
Raleigh, NC 27604
Subject: Design Report — Ocean Ridge Reclaimed Waterline
Dear Sir or Madam
The project is located along the south side of Old Georgetown Road SW (SR 1163) where it ties into an existing
10" stub at the Ocean Isle WWTF Spray Fields and continues in a southwestern direction until reaching
Dartmoor Way at Ocean Ridge Plantation. At Dartmoor Way the waterline will cross under Old Georgetown
Road SW (SR 1163) and continue along the west side of Dartmoor Way to the Ocean Ridge Point of
Connection.
The proposed waterline improvements will be part of the Brunswick County water distribution system. This
waterline is a reclaimed water line carrying non -potable water.
Proposed improvements consist of the installation of approximately 7,156 linear feet of 16-inch water mains
and appurtenances which connects at the 10" stub located on the southern side of Old Georgetown Road SW
(SR 1163) and continues southwest where it turns at Dartmoor Way. There will be a new 8" waterline that
crosses Old Georgetown Road SW (SR 1163) and runs along Dartmoor Way for approximately 747 linear feet
before terminating at the Ocean Ridge Point of Connection. The waterline will feed into the existing Ocean
Ridge irrigation system.
All water supply improvements shall be in compliance with North Carolina Administrative Code Title 15A,
subchapterl8C and Brunswick County Standards.
Brunswick County owns, operates and maintains the supply and distribution of wholesale water in accordance
with Water System Management Plan (WSMP) No. 16-00759 currently on file with the State of North
Carolina. Brunswick County has a sufficient quantity of water to supply the addition of this system to the
Brunswick County Water System.
I trust this information is sufficient for your review and approval. If you have any questions, comments, or
require additional information regarding this matter, please contact this office.
151 Poole Road, Suite 100 • Beiville, NC 28451 • TEL: [phone] • FAX [phone]
www. cap efe are n gin eerin g. com

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(APPROX. 1" = 2500')
OWNER
COUNTY OF BRUNSWICK
P.O. BOX 249
BOLIVIA, NC 28422
SURVEYOR
CAPE FEAR ENGINEERING, INC.
151 POOLE RD
LELAND, NC 28451
PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
NC LICENSE #G1621
ENGINEER
MATTHEW T. HALEY, PE
CAPE FEAR ENGINEERING, INC.
151 POOLE RD
LELAND, NC 28451
PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
NC LICENSE #G1621
OCEAN RIDGE RECLAIMED WATERLINE
TYPE OF WORK:
WATERLINE INSTALLATION OF APPROX. 7,900 LF OF 16" RECLAIMED WATERLINE ALONG OLD
GEORGETOWN ROAD SW TO CONNECT FROM OCEAN ISLE BEACH WWTF SPRAY FIELDS TO
OCEAN RIDGE RE -USE PONDS.
NUMBER I DATE I BY I REVISION DESCRIPTION
APPROVAL STATUS
❑ YES
❑ NO
❑ N/A
❑ YES
❑ NO
❑ N/A
❑ YES
❑ NO
❑ N/A
PLANNING
PUBLIC UTILITIES
PARCEL ID #: N/A
PIN #: N/A
INDEX OF SHEETS
1
TITLE
C-001
GENERAL NOTES
C-002
SHEET INDEX & LEGEND
CU101
WATERLINE PLAN & PROFILE
STA. 10+00 TO 19+00
CU102 :
WATERLINE PLAN & PROFILE
STA. 19+00 TO 31+50
CU103 :
WATERLINE PLAN & PROFILE
STA. 31+50 TO 44+00
CU104 :
WATERLINE PLAN & PROFILE
STA. 44+00 TO 57+00
CU105 :
WATERLINE PLAN & PROFILE
STA. 57+00 TO 70+00
CU106 :
WATERLINE PLAN & PROFILE
STA. 70+00 TO 82+50
CU107 :
WATERLINE PLAN & PROFILE
STA. 82+50 TO 89+15
CU108 :
POND #4 POWER/COMM AND RECLAIMED WATER PLAN
C-500
EROSION CONTROL DETAILS
C-501
UTILITY DETAILS - 1
C-502
UTILITY DETAILS - 2
C-503
UTILITY DETAILS - 3
C-504
METER/VALVE VAULT
POND #1 LEVEL CONTROL VAULT
C-505
POND #4 LEVEL CONTROL VAULT
C-506
SCADA DETAILS - 1
C-507
SCADA DETAILS - 2
"ENGINEER'S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFICATIONS AND DETAILS"
I hereby certify that the plans, details, and associated project specifications comply with the latest version, as of this date, of
Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm
my understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel
have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County
obj ectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance with
applicable County, State, Federal, and other municipal requirements. Additionally, I understand that the County will not
assume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the County
may refuse to issue permits at facilities that the County deems are non -compliant with County Specifications. I also confirm
my understanding that County Inspections are for the sole use of the County and I certify that I will not use, or direct others
to use, County inspections for State compliance purposes or any other purpose."
DATE:
12/13/21
SUBMITTAL:
100% FINAL
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PROJECT NO.
839-05
SHEET NO.
1

GENERAL NOTES:
DEMOLITION PLAN NOTES:
SEQUENCE OF LAND DISTURBANCE:
1.
THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE
1.
THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND /
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.
CONTRACTOR SHALL BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO THE
OR RELOCATION WORK.
ATTENTION OF THE ENGINEER FOR RESOLUTION. ALL MATERIALS AND WORKMANSHIP WILL
2. DETERMINE AND MARK LIMITS OF DISTURBANCE. INSTALL TEMPORARY CONSTRUCTION
CONFORM TO THE PROJECT SPECIFICATIONS.
2.
THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PRESERVE UTILITY POLES, FENCES,
ENTRANCES AND THE SILT FENCE ONLY ALONG THE NCDOT RIGHT OF WAY AS SHOWN ON THE
CULVERTS, PAVEMENT, UTILITIES, CURBING, AND OTHER STRUCTURES DURING DEMOLITION
PLANS.
2.
IN PREPARATION OF THE BID, THE CONTRACTOR SHALL MAKE EXAMINATIONS IN THE FIELD TO
ACTIVITIES. ANY PROPERTY DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY THE
OBTAIN INFORMATION ON EXISTING SITE CONDITIONS INCLUDING BUT NOT LIMITED TO EXISTING
CONTRACTOR TO BRUNSWICK COUNTY'S SATISFACTION AT NO ADDITIONAL COST.
3. BEGIN LAND CLEARING AND GRUBBING FOR UTILITY INSTALLATION AS SOON AS KEY EROSION AND
PAVEMENT, CURB AND GUTTER, LAWN AREAS, FENCES, EXISTING UTILITIES, ACCESS TO UTILITIES,
SEDIMENT CONTROL MEASURES ARE IN PLACE.
TRAFFIC CONTROL REQUIREMENTS, ELEVATIONS, ETC. THE CONTRACTOR'S PRICES SHALL
3.
CONTRACTOR SHALL MINIMIZE IMPACT OF TEMPORARY STORAGE OF EXCAVATED SOILS.
INCLUDE COSTS ASSOCIATED WITH FINDINGS DURING THE FIELD EXAMINATIONS.
4. INSTALL UTILITIES AND BACKFILL TRENCH TO MATCH THE GRADE PRIOR TO DISTURBANCE.
4.
LAYDOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION. THE
3.
EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT BRUNSWICK COUNTY FOR SPECIFIC PROJECT LAYDOWN AREA
5. INSTALL SILT FENCE AND SILT FENCE ROCK OUTLETS AT WETLAND AREAS, AS SHOWN ON PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION, SUPPORT AND PROTECTION
NEEDS, LAYDOWN AREA LOCATION REQUESTS, AND LAYDOWN AREA ASSIGNMENTS.
OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY
6. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL DISTURBED AREAS
UTILITIES NOT INDICATED ON CONTRACT DRAWINGS. ANY CONFLICTS OR DISCREPANCIES SHALL
5.
DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR
OUTSIDE OF THE WETLANDS.
BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY.
REMOVAL OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE
WORK WITHIN THIS CONTRACT.
7. PERMANENT GRASS SHALL BE INSTALLED PER PROJECT SPECIFICATIONS FOR ALL AREAS AT
4.
CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND
FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND REPLACE AS REQUIRED TO ESTABLISH A
OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR
VIGOROUS STAND OF GRASS. TEMPORARY IRRIGATION MAY BE REQUIRED UNTIL GRASS IS FULLY
REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO
6.
WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A SAW CUT AT
ESTABLISHED.
BRUNSWICK COUNTY'S SATISFACTION AT NO ADDITIONAL EXPENSE.
THE LIMITS OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.
8. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH
5.
CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER
7.
DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL STOCKPILES MUST BE
SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER). CONTRACTOR IS RESPONSIBLE FOR KEEPING
PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS,
LOCATED AT LEAST 50' FROM STORM DRAINS, WETLANDS OR STREAMS.
RECORDS OF THE INSPECTIONS AND MAINTENANCE OF ALL EROSION CONTROL DEVICES IN
MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE
COMPLIANCE WITH THE LAND DISTURBANCE PERMIT.
CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE
8.
REMOVE AND DISPOSE OF ALL STUMPS AND ROOT MAT AS REQUIRED FOR PROJECT
9.
CONTRACTOR'S EXPENSE.
CONSTRUCTION IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
10. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL
ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL MEASURES AND
6.
THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS CONTRACT SHALL
9.
DO NOT STOCK PILE MATERIAL OVER EXISTING OR NEWLY INSTALLED UTILITIES.
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL
NOT IMPACT THE OPERATION OF ANY ADJACENT PROPERTIES.
EROSION CONTROL MEASURES.
GENERAL UTILITY NOTES:
7.
CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES,
11. IF SEDIMENT CANNOT BE SPREAD EVENLY ACROSS THE SITE OR STOCKPILED IN PERMANENT
INCLUDING FIRE HYDRANTS, REMAIN OPERATIONAL DURING CONSTRUCTION.
1.
ALL UTILITY MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE PROJECT
SPOIL STORAGE AREAS BECAUSE THE SITE HAS ALREADY BEEN STABILIZED / VEGETATED,
SPECIFICATIONS AND SHALL MEET OR EXCEED BRUNSWICK COUNTY AND NCDEQ STANDARDS
CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING SEDIMENT OFFSITE AND DISPOSING
8.
THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO
AND SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.
THEIR ORIGINAL STABILIZED CONDITION OR BETTER. ALL DISTURBED AREAS SHALL BE
DIRECTIONAL DRILL & JACK AND BORE NOTES:
VEGETATED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
2.
ALL UTILITIES SHALL BE INSTALLED BY OPEN CUT UNLESS OTHERWISE NOTED ON PLANS.
1. PRIOR TO INSTALLING DIRECTIONAL DRILL, CONTRACTOR SHALL SUBMIT COMPLETE "DRILL PLAN"
9.
THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING
3.
A NORTH CAROLINA LICENSED UTILITY CONTRACTOR SHALL PERFORM ALL UTILITY WORK
TO ENGINEER FOR REVIEW AND APPROVAL. PLAN SHOULD INCLUDE LOCATION, SIZE, AND DEPTH
PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY
INVOLVED IN CONSTRUCTING THIS PROJECT.
OF DRILL PIT AND RECEIVING PIT, ENTRY/EXIT ANGLES, DRILL GEOMETRY (LE RADIUS, TANGENTS;
OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS BEING MOVED DURING AND AFTER WORK HAS
ETC.), PIPE MATERIALS, FITTINGS, MEANS OF CONNECTION TO EXISTING WATERLINE, RESULTS OF
BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY PAVED AREAS DAMAGED DURING
4.
AN NCDEQ WATER PERMIT IS REQUIRED. NO INSTALLATION OF THESE UTILITIES SHALL BE DONE
POTHOLE VERIFICATION, ETC.
CONSTRUCTION.
PRIOR TO OBTAINING PERMIT APPROVALS.
2. MUD CANNOT BE DISPOSED OF ON THE PROJECT SITE.
10.
EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE KEPT CLEAN AT
5.
CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS
ALL TIMES. DO NOT ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER DEBRIS.
BEEN TESTED AND CERTIFIED TO NCDEQ AND ACCEPTED FOR SERVICE.
3. UTILITY CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS
REGARDING THE TRANSPORT AND OFF -SITE DISPOSAL OF THE DRILLING MUD AND EXCESS
11.
CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.
6.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINES PRIOR TO THE INSTALLATION OF
EXCAVATED MATERIALS.
12.
ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY.
ANY NEW LINES. CONTRACTOR IS REQUIRED TO CONTACT 811 PRIOR TO THE START OF WORK.
WHERE UTILITY CROSSINGS OR CONFLICTS ARE INDICATED, POT -HOLING UTILITIES WILL BE
4. UTILITY CONTRACTOR SHALL ESTABLISH BERMED OR SANDBAGGED PITS OF SUFFICIENT SIZE TO
CONTRACTOR MUST VERIFY ALL MATERIAL QUANTITIES SHOWN.
REQUIRED.
ACCOMMODATE THE VOLUME OF DRILLING MUD ANTICIPATED WITH 2' FREEBOARD PROVIDED.
THE BERMED AREAS SHALL BE DESIGNED AND MAINTAINED BY THE UTILITY CONTRACTOR TO
13.
FOR ANY WORK PERFORMED IN THE NCDOT RIGHT-OF-WAY, THE CONTRACTOR SHALL CONTACT
7.
ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED
ENSURE CONTAINMENT AND PREVENT LOSS OF DRILLING MUD.
THE NC DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING WORK.
UTILITIES. IF NOT, CONTRACTOR SHALL ENSURE THAT MINIMUM COVER REQUIREMENTS ARE MET
5. UTILITY CONTRACTOR SHALL DELIVER DRILLING LOGS TO THE ENGINEER FOR FINAL AS -BUILT
AND THAT UTILITIES ARE ADEQUATELY PROTECTED.
DRAWINGS.
14.
NO TRENCHING WITHIN THE NCDOT RIGHT-OF-WAY OR WITHIN THE ONE-TO-ONE SLOPE FROM THE
EDGE OF PAVEMENT SHALL BE PERFORMED UNTIL SHORING CALCULATIONS AND PLANS
8.
EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL HAND
6. THRUST COLLARS NOT REQUIRED FOR DRILL MADE WITH FUSIBLE PVC.
CONFORMING TO NCDOT REQUIREMENTS ARE SUBMITTED TO AND APPROVED BY NCDOT.
EXCAVATE WHEN ADJACENT TO EXISTING UTILITIES.
7. IN THE EVENT FIELD CONDITIONS REQUIRE DRILL PITS TO BE WITHIN THE THEORETICAL 1:1
15.
NCDOT ENCROACHMENT AGREEMENT REQUIREMENTS MUST BE MET AND SUPERSEDE ALL OTHER
9.
CONTRACTOR SHALL NOTIFY BRUNSWICK COUNTY AND ENGINEER AT LEAST 72 HOURS BEFORE
SLOPE, CONTRACTOR SHALL PROVIDE SHORING AND BRACING DESIGN TO NCDOT FOR REVIEW
REQUIREMENTS.
CONNECTING TO ANY EXISTING LINE AND/OR BEGINNING UTILITY LINE INSTALLATION.
AND APPROVAL PRIOR TO EXCAVATION.
16.
THE CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING (INCLUDING WELL POINTING IF
10.
CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM BRUNSWICK COUNTY AND ENGINEER
NECESSARY) TO COMPLETE THE ENTIRE SCOPE OF WORK.
AT LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTIONS.
17.
FOR ANY WORK PERFORMED IN THE BRUNSWICK COUNTY ELECTRIC COMPANY (BEMC) EASEMENT
11.
THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY BE
OR WITHIN 20-FEET OF POWER POLES, THE CONTRACTOR SHALL CONTACT BEMC PRIOR TO
REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF AND PROVIDING
BEGINNING WORK. WHERE WORK IS PERFORMED WITHIN 10-FEET OF POWER POLES,
FITTINGS NECESSARY FOR COMPLETION OF THE SYSTEM.
CONTRACTOR WILL BE RESPONSIBLE FOR PAYING BEMC TO BE ONSITE DURING CONSTRUCTION
AND WILL BE RESPONSIBLE FOR ANY DAMAGE DONE TO BEMC PROPERTY.
12.
ALL STEEL ENCASEMENT PIPES 24 INCHES IN DIAMETER AND LARGER SHALL HAVE A
CERTIFICATION OF DURABILITY FOR A MINIMUM 100-YEAR DESIGN LIFE.
18.
NO EXCAVATIONS SHALL BE LEFT OPEN WHEN UNATTENDED UNLESS TEMPORARY ORANGE
SAFETY FENCING IS INSTALLED AROUND THE PERIMETER OF THE EXCAVATION. FENCING SHALL
WATER NOTES:
BE AT LEAST 4 FEET ABOVE THE GRADE OF THE TOP OF BANK.
1.
MINIMUM UTILITY SEPARATIONS
19.
ACCESS TO PUBLIC ROADS, PRIVATE ROADS AND PROPERTIES SHALL BE MAINTAINED AT ALL
SANITARY SEWER - 10-FEET (LATERALLY)
TIMES. CONTRACTOR IS TO COORDINATE WORK WITH THE OWNER, AND/OR THE NCDOT.
- 18-INCHES (VERTICAL - WATER OVER SEWER)
STORM SEWER - 18-INCHES (VERTICAL)
20.
ALL GRAVEL AND SOIL DRIVES SHALL BE REPLACED IN LIKE KIND OR AS SPECIFIED ON THE PLANS,
IN THE CASE OF A CONFLICT THE MORE STRINGENT OF THE TWO SHALL APPLY. ALL CONCRETE
2.
WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS LESS THAN 18"
DRIVES SHALL BE REPLACED IN LIKE KIND TO THE NEAREST JOINT. CONCRETE DRIVES SHALL BE A
OR WHERE WATER PASSES UNDER SEWER AND THE VERTICAL SEPARATION IS LESS THAN 1811,
MINIMUM OF 6" THICK HIGH EARLY STRENGTH CONCRETE CONTAINING WELDED WIRE FABRIC.
THE SEWER AND WATER MAIN SHALL BOTH BE DUCTILE IRON PIPE FOR A DISTANCE OF 10, ON
EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO JOINTS) AT NO
21.
ALL MAILBOXES MUST PLACED BACK IN THEIR ORIGINAL LOCATION ON THE SAME DAY.
ADDITIONAL COST TO THE OWNER
22.
CONTRACTOR SHALL PERFORM ALL CLEARING NECESSARY TO INSTALL THE NEW WATER
3.
WHERE A WATERLINE PASSES UNDER A STORM DRAIN PIPE, THE WATERLINE SHALL BE DUCTILE
PIPELINES AND ASSOCIATED STRUCTURES.
IRON PIPE FOR A DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT
CROSSING - NO JOINTS) AT NO ADDITIONAL COST TO THE OWNER
23.
ALL DRIVEWAY CULVERTS TO BE REPLACED SHALL BE CLASS III REINFORCED CONCRETE O-RING
PIPE (RCP) AND SIZED AS SPECIFIED ON THE PLAN SHEETS.
4.
ALL WATERLINE COVERAGE FROM THE FINISHED GRADE ELEVATION SHALL VARY ACCORDING TO
DRAWINGS
24.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING WRITTEN AGREEMENTS TO BRUNSWICK COUNTY,
BETWEEN TO CONTRACTOR AND THE PROPERTY OWNERS, GIVING THE CONTRACTOR PERMISSION
5.
CONTRACTOR SHALL ENSURE ALL WATERLINE VALVES ARE PLACED OUTSIDE OF THE DITCHES.
TO USE THE THEIR PROPERTY FOR LAYDOWN AREAS. ALL AREAS DISTURBED BY THE
CONTRACTOR SHALL BE RETURNED TO ITS ORIGINAL CONDITION TO THE OWNERS SATISFACTION.
6.
WATER IS OWNED AND OPERATED BY BRUNSWICK COUNTY. ALL WATERLINE AND WATERLINE
APPURTENANCE CONSTRUCTION SHALL MEET OR EXCEED COUNTY STANDARDS AND
25.
CONTRACTOR SHALL CONTACT NCDOT DIVISION TRAFFIC SERVICES FOR ANY WORK THAT
SPECIFICATIONS.
IMPACTS SIGNALIZED INTERSECTIONS.
EROSION CONTROL NOTES:
EXISTING
CONDITION NOTES:
1.
AN NCDEQ LAND DISTURBANCE PERMIT IS REQUIRED. NO DISTURBANCE MORE THAN 1-ACRE
1.
THE UTILITIES AND SITE FEATURE SHOWN IN THESE CONSTRUCTION DRAWINGS HAVE BEEN
SHALL BE DONE PRIOR TO OBTAINING PERMIT APPROVAL. A COPY OF THE APPROVED EROSION
LOCATED FROM FIELD SURVEY INFORMATION PERFORMED BY CAPE FEAR ENGINEERING, INC.
CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES. CONTRACTOR SHALL KEEP
EXISTING CONDITIONS SURVEY PROVIDED BY NCDOT AND DESIGN PLANS PROVIDED BY NCDOT
REDLINE MARK-UPS OF ANY CHANGES MADE FROM THE APPROVED PLAN. CONTRACTOR SHALL
FOR SMITH AVENUE INTERCHANGE.
COMPLY WITH ALL REQUIREMENTS OF THE LAND DISTURBANCE PERMIT.
2.
CAPE FEAR ENGINEERING MAKES NO GUARANTEE THAT THE UTILITIES AND SITE FEATURES
2.
CONTRACTOR SHALL COMPLY WITH CURRENT NC DEPARTMENT OF ENVIRONMENTAL QUALITY
SHOWN COMPRISE ALL UTILITIES AND SITE FEATURES IN THE AREA EITHER IN SERVICE OR
(NCDEQ) "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" FOR ALL EROSION
ABANDONED. CAPE FEAR ENGINEERING, INC. FURTHER DOES NOT WARRANT THAT THE UTILITIES
CONTROL WORK.
AND SITE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED. CAPE FEAR ENGINEERING
HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
3.
DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IF DISCREPANCIES
3.
TOPOGRAPHIC SURVEY WAS COMPLETED BY CAPE FEAR ENGINEERING, INC.
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.
4.
THERE ARE JURISDICTIONAL WETLANDS LOCATED IN THE VICINITY OF THE PROJECT BOUNDARY
4.
UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL CLEAR AND GRUB ALL DISTURBED AREAS.
AND HAVE BEEN DELINEATED BY LAND MANAGEMENT GROUP AND SURVEYED BY CAPE FEAR
ENGINEERING, INC.
5.
IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION AS THE RESULT OF
INCREASED RUNOFF OR SEDIMENT DISPLACEMENT, THE CONTRACTOR SHALL TAKE ACTION TO
REMEDY SUCH CONDITIONS AND PREVENT DAMAGE TO ADJACENT PROPERTIES AT HIS OWN
EXPENSE.
6.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN NECESSARY, AND SHALL BE CHECKED FOR STABILITY AND PROPER
FUNCTIONING AFTER EVERY RAINFALL EVENT.
7.
CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT ALL TIMES.
8.
NO MORE THAN 500 LF OF DISTURBANCE IS ALLOWED AT ANY TIME.
9.
CONTRACTOR SHALL ENSURE THAT NO MATERIAL IS STORED/STOCKPILED IN ROADWAYS AT ANY
TIME.
10.
PRIOR TO ANY WETLAND DISTURBANCE, CONTRACTOR MUST HAVE ALL REQUIRED WETLAND
3
PERMIT APPROVALS.
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FINAL DESIGN
OR CONSTRUCTION
LF
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CAR
Q�pF ESO y
SL L G
I NEB �.
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
GENERAL NOTES
PROJECT NUMBER SHEET NUMBER
839-05 C-001

SEE SHEET CU108
FOR CONTINUATION
OF POWER/FIBER AND
NEW 8" RECLAIMED WL
7
`U 1
L
LEGEND
CU102
1
cul
OLD GEORGETOWN RD SW
(SR 1163)
CU104
I
CAMERON WOODS DEVELOPMENT LLC
I ' CAMERON WOODS DEVELOPMENT LLC
GRAND STRAND NATIONAL LLC
PID:24300007
PINDB 04200909
PG04o13
`
m I I PIN: DB0427 909
--
DB: 01180
PG: 1220
PG 1013
m
—1
C-0m
�o
RIGHT-OF-WAY
PROPOSEDIMPROVEMENTS
PROPERTY LINE
ROADWAY CENTERLINE
UTILITY EASEMENT
DITCH CENTERLINE
MAJOR CONTOUR
MINOR CONTOUR
EDGE OF ASPHALT
CURB AND GUTTER
SIGN
BILLBOARD
UNDERGROUND POWER
OVERHEAD ELECTRIC
POWER POLE
GUY WIRE
LIGHT POLE
ELECTRICAL BOX
ELECTRICAL SWITCH
ELECTRICAL TRANSFORMER
FIBER OPTICS LINE
FIBER OPTIC MARKER POST
CABLE LINE
CABLE/FIBER HAND HOLE
TELEPHONE PEDESTAL
WIRE/CHAIN FENCE
EXISTING GUARDRAIL
WATERLINE
WATERLINE VALVE
FIRE HYDRANT
WATER METER
EXISTING FEATURES
O O
----UP
-----OE
PP
CQ)
GW�
LP
0
❑s
0
— —FO
•
—TV
----W-----W—
>< WV
�FH
0
LEGEND EXISTING FEATURES
FORCEMAIN
FORCEMAIN VALVE
FORCEMAIN MARKER
STORMDRAIN PIPE
STORMDRAIN INLET
STORMDRAIN JUNCTION BOX
U
STORMDRAIN FES
4
HEADWALL
BUILDING
BOLLARD
m
TREELINE
WETLANDS
/AWL' 4_W_L-
n
n
COUNN D 2OF BR 109 WICK
DB: 02165
PG: 1175
OCEAN ISLE BEACH TOWN OF
PID:2280001004
DB: 00822
PG: 0403
C� U / 5
/
------------
oil
• •
(SR 1163)
-± 77900 LF OF PROPOSED
16" RECLAIMED WATERLINE
PROPOSED FEATURES
PROJECT BOUNDARY
RECLAIMED WATERLINE
DIRECTIONAL DRILL
JACK AND BORE (WITH PITS)
WATERLINE VALVE
FIBER OPTIC
FIBER OPTIC & UNDERGROUND
POWER
UNDERGROUND POWER
OPEN CUT WETLAND CROSSING
SILT FENCE
SILT FENCE ROCK OUTLET
LIMITS OF DISTURBANCE
m
N
- FO -
FO/UP
UP
w
-- — —LOD
COUNTY OF BRUNSWICK
PID:2280001016
DB: 03354
PG: 1120
ABBREVIATIONS
_OE_ .
BEMC
BRUNSWICK ELECTRIC
MEMBERSHIP CORPORATION
BV
BUTTERFLY VALVE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
DIP
DUCTILE IRON PIPE
EX
EXISTING
FH
FIRE HYDRANT
FO
FIBER OPTICS
FZ
FLOOD ZONE
GV
GATE VALVE
GW
GUY WIRE
HDD
HORIZONTAL DIRECTIONAL DRILL
IE
INVERT ELEVATION
INV
INVERT
IRF
IRON ROD FOUND
MB
MAILBOX
MH
MANHOLE
NCDEQ
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY
NCDOT
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
OE
OVERHEAD ELECTRIC
PKF
PK NAIL FOUND
PP
POWER POLE
PVC
POLYVINYL CHLORIDE
RCP
REINFORCED CONCRETE PIPE
ROW
RIGHT OF WAY
RW
RAW WATERLINE
RWM
RIGHT OF WAY MARKER
R/W
RIGHT OF WAY
SD
STORMDRAIN
SDR
STANDARD DIMENSION RATIO
SEP
SEPARATION
SS
SANITARY SEWER
SY
SQUARE YARD
TOB
TOP OF BANK
W
WATER
WV
WATER VALVE
USACOE
UNITES STATES ARMY CORPS OF
ENGINEERS
I ND:
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FINAL DESIGN
OR CONSTRUCTION
LF
0 300 600 900
1 INCH = 300 FT HORIZ
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i'�'�-,
SL L G
I NEB-
,, Fw
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
SHEET INDEX
& LEGEND
PROJECT NUMBER SHEET NUMBER
839-05 C-002

ELECTRICAL POINT OF CONNECTION.
CONTRACTOR RESPONSIBLE FOR
COORDINATING WITH BEMC TO SDCI
PROVIDE NEW SERVICE AND METER RIM 52.80'
BASE TO SERVE PROPOSED PROJECT. 15" SW 47.08'
FO/UP FO/UP 1 PRUNE 1°
���---RW-------RW----RW--- —RW--
� SEE SHEE CU108 FOR F"
CONTINUATION OF POWER AND
COMMUNICATIONS TO POND #4
WATERLINE NOTES:
SEE SHEET C-504
FOR ENLARGED VIEW
OF METER/VALVE VAULT
AND POND #1 LEVEL
CONTROL VAULT
SEE SHEET CU102
1 CN
L, I I f I
I I I � III o
o 0
EXISTING POND SDDI L�
� T� � SDCI - 54 RIM 50.90' I
—5-3-�RIM 52.65' 41E 15" SW 50.08' � � • � ��� I I IE 18'� SW 47.84' I I
54 2 I IIE 18' NE 47.84'
s�
10.0'
16" RECLAIMED WATER
LINE
DART
11+00
0
54 --- / � o
� SW
MOOR WAY , h`�o I I o+
sDcl I, I I3: 11 � .°
SVV
I-. DARTMOOR WAY PERMANENT � RIM 52.63' I I UUTILITY ) PERMANENT
IE 15" NE 48.70' SDDI 0
J4 I ® EASEMENT IE 15" NW 48.70' I RIM 50.72' I I I z
3:I� UTILITY
� IE 18" RCP SW 47.54 EASEMENT
� (±0.36 AC) IE 18" RCP NE 47.44' I 0
D I — a — aS— � � I I o GRAND STRAND NATIONAL LLC
51 � c� I I PID: 24300007
III I DB: 01180
PG: 1220
S
12+00 14+00 811 M.J. BEN[ I I w '5"0 � �
� 8" RECLAIMED 13+00
—, APPROXIMATE LIMITS OF BORE PIT
WATERLINE (TYP) MAS PROPERTIES LLC
LIMITS OF DISTURBANCE
FOLLOWS EASEMENT (TYP)
— EXISTING POND —
PID:22700041
DB: 01879
NEW FIBER OPTIC LINE PG: 0372
(SEE FIBER OPTIC NOTES)
1. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS AS REQUIRED FOR COMPLETE WATERLINE
INSTALLATION. UNLESS OTHERWISE NOTED CLEARING AND GRUBBING SHALL BE A MINIMUM 20 FOOT WIDTH
CENTERED ON THE PIPE IN ALL LOCATIONS.
2. BENDS, FITTING, AND APPURTENANCES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE ALL
BENDS, FITTINGS, THRUST BLOCKS, TRANSITIONS AND APPURTENANCES REQUIRED FOR COMPLETE
WATERLINE INSTALLATION.
3. RESTRAINED JOINTS SHOWN FOR REFERENCE ONLY. PROVIDE RESTRAINED JOINTS PER BRUNSWICK
COUNTY SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS AT ALL FITTINGS, BENDS AND
TRANSITIONS.
4. CONTRACTOR MAY, AT NO ADDITIONAL COST TO THE OWNER, PROVIDE ADDITIONAL DIRECTIONAL DRILLS
THROUGH WETLAND AREAS SHOWN AS OPEN CUT. WHERE CONTRACTOR PERFORMS ADDITIONAL
DIRECTIONAL DRILLS, CONTRACTOR SHALL PROVIDE A HYDRANT AND VALVE AT EACH END OF ALL
DIRECTIONAL DRILLS UNLESS OTHERWISE NOTED.
5. NOT ALL SIGNS LOCATED IN THE PROJECT BOUNDARY ARE SHOWN. CONTRACTOR SHALL REMOVE, STORE
AND REINSTALL OR REPLACE ANY SIGNAGE AS REQUIRED FOR COMPLETE WATERLINE INSTALLATION.
6. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY NCDOT RIGHT OF WAY FENCING IN CONFLICT WITH
WATERLINE INSTALLATION.
64
62
60
58
56
54
52
50
CONNECT TO EXISTING
8" RECLAIMED WATERLINE 48
NEW FLOW METER J
46
44
42
40
38
36
34
32
RELOCATE LIGHT POLE OR ADJUST
WATERLINE AS REQUIRED FOR
WATERLINE INSTALLATION
FIBER OPTIC NOTES:
.
EXISTING POND
do
8" M.J. BEND
TEMPORARY —
CONSTRUCTION
EASEMENT
8" GV
17+00
I o I � TEMPORARY
CONSTRUCTION
EASEMENT
I I I APPROXIMATE LIMITS OF BORE PIT (10' X 20' BASE)
It
16"X8" TEE
I 16" GV
90 LF JACK AND BORE 16" STUB FOR FUTURE
(8" DIP CARRIER WITH EXTENSION
24" STEEL CASING)
1. CONTRACTOR REQUIRED TO INSTALL NEW FIBER OPTIC CABLE (OM3 -SINGLE MODE - 3 PAIR MINIMUM)
FROM EXISTING FIBER BOX LOCATION AT EXISTING BRUNSWICK COUNTY SPRAY FIELD ON OLD
GEORGETOWN ROAD.
2. NEW FIBER OPTIC CABLE IS TO RUN PARALLEL TO NEW/EXISTING REUSE WATERLINE AND SHALL BE
INSTALLED IN 2-INCH ORANGE HDPE CONDUIT.
3. NEW 2" ORANGE HDPE CONDUIT MUST HAVE BUILT IN TRACER COPPER WIRE OR COPPERHEAD TRACER
WIRE #12 MUST BE INSTALLED INSIDE CONDUIT WITH FIBER OPTIC CABLE FOR LOCATING PURPOSES.
4. PROVIDE IN -GROUND QUAZITE PULL BOXES (18"X30"X24") WITH TRAFFIC RATED LIDS (TIER 15) EVERY 500'
MAXIMUM AND AT ALL CHANGES IN DIRECTION.
5. WHERE DIRECTIONAL DRILL IS INDICATED FOR PROPOSED WATERLINE, FIBER OPTIC LINE SHALL BE
INSTALLED IN PARALLEL DIRECTIONAL DRILL. PROVIDE A PULL BOX AT BOTH ENDS OF DIRECTIONAL DRILLS.
6. WHERE BORE AND JACK IS INDICATED FOR PROPOSED WATERLINE, INSTALL NEW FIBER OPTIC LINE
THROUGH WATERLINE CASING PIPE. PROVIDE A PULL BOX ON BOTH SIDES OF JACK AND BORE.LU
CD
0
20
UTILITY EASEMENT
163
M
S PROPERTIES,
LLC
EXISTING
GRADE
2:1
z�
�
8" M.J. BEND
3:1
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
64
62
60
58
56
54
52
50
48
46
44
42
40 16" RECLAIMED WATERLINE
(C900 DR18)
38
36
34
32
LEG�ND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FF
CAR
FINAL DESIGN
OR CONSTRUCTION
50 0 50
100
10 0 10
20
1 INCH = 50 FT HORIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
�(sL
I NEB
G Fw T .
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING
OCEAN RIDGE
RECLAIMED WATERLINE
WATERLINE PLAN &PROFILE
STA. 10+00 TO 19+00
OCEAN RIDGE RECLAIMED WATERLINE
STA: 10+00 TO 19+00
PROJECT NUMBER SHEET NUMBER
839-05 CU 101

1
MAS PROPERTIES LLC
PID:2280001003
DB: 01879
PG: 0372
/ 18" RCP 4 M °m° �H
IE49.18' \ / E:n59
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v, 52 I cn 54 S6 S� 58 56 57 = —
3 D — — — — —S D r p - --53— `o / — 53 �� 55— — — --55 —
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MAS PROPERTIES LLC
PID:2280001003
DB: 01879
PG: 0372
- — -- _ _ 0E---= =0E--- _ QED �� - =---c�E= _ --OE _ �==9E- —OE- _ _ - CIE ----5 DOE 0_ - --OE -_----OE-----OE-----�C---
— ---- --- 5'~—----------------- ---- 52 2 53 —
V J � o O _ �3� OLD GEORGETOWN RD SW PROPERTY CORNER
Z (0 X — — — (SR 1163) (SEE GENERAL NOTE 5
T ^ _ w SHEET C-001)
m ` J II-52 6
5 ------- -52 - _UC52 WV---�`-----UC-
RW -
r FO F FO O FO FO FO FO FO FO FO FO
-OE -----OE----` -OE--- r
53� _ = LLI
—53 Z
LIMITS OF DISTURBANCE
U
FOLLOWS RIGHT-OF-WAY
LINE (TYP) _ � i 1
57-
=W= — — — — _ U Lui
iRW FO FO
Z
21+00 22+00
U, 23+00 0 24+00 25+ 00 — — 26+00— — 27+00
28+00 — — 29+00 — —131+00 — —
o � GRAND STRAND NATIONAL LLC
30+00 3 +00
�
T
C 1 � I
GRAND STRAND NATIONAL LLC
z NEW 15' UTILITY PID: 24300007
WOODS
CAMERON WOODS DEVELOPMENT LLC
DEVELOPMENTNEW 15' UTILITY
W
PID: 24300007
EASEMENT DB: 01180
PIN: LIMITS OF DISTURBANCE
EASEMENT
uj
DB: 01180
PG: 1220
DB 04277 FOLLOWS EASEMENT TYP
(TYP)
PG: 1220
16" RECLAIMED
PG 1013
� ^
WATERLINE (TYP) NEW FIBER OPTIC LINE I
■
V J
WATERLINE NOTES:
1
2
3
0
5
X
(SEE FIBER OPTIC NOTES)
FIBER OPTIC NOTES:
CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS AS REQUIRED FOR COMPLETE WATERLINE 1. CONTRACTOR REQUIRED TO INSTALL NEW FIBER OPTIC CABLE (OM3 - SINGLE MODE - 3 PAIR MINIMUM)
INSTALLATION. UNLESS OTHERWISE NOTED CLEARING AND GRUBBING SHALL BE A MINIMUM 20 FOOT WIDTH FROM EXISTING FIBER BOX LOCATION AT EXISTING BRUNSWICK COUNTY SPRAY FIELD ON OLD
CENTERED ON THE PIPE IN ALL LOCATIONS. GEORGETOWN ROAD.
BENDS, FITTING, AND APPURTENANCES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE ALL 2. NEW FIBER OPTIC CABLE IS TO RUN PARALLEL TO NEW/EXISTING REUSE WATERLINE AND SHALL BE
BENDS, FITTINGS, THRUST BLOCKS, TRANSITIONS AND APPURTENANCES REQUIRED FOR COMPLETE INSTALLED IN 2-INCH ORANGE HDPE CONDUIT.
WATERLINE INSTALLATION. 3. NEW 2" ORANGE HDPE CONDUIT MUST HAVE BUILT IN TRACER COPPER WIRE OR COPPERHEAD TRACER
RESTRAINED JOINTS SHOWN FOR REFERENCE ONLY. PROVIDE RESTRAINED JOINTS PER BRUNSWICK WIRE #12 MUST BE INSTALLED INSIDE CONDUIT WITH FIBER OPTIC CABLE FOR LOCATING PURPOSES.
COUNTY SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS AT ALL FITTINGS, BENDS AND 4. PROVIDE IN -GROUND QUAZITE PULL BOXES (18"X30"X24") WITH TRAFFIC RATED LIDS (TIER 15) EVERY 500'
TRANSITIONS. MAXIMUM AND AT ALL CHANGES IN DIRECTION.
CONTRACTOR MAY, AT NO ADDITIONAL COST TO THE OWNER, PROVIDE ADDITIONAL DIRECTIONAL DRILLS 5. WHERE DIRECTIONAL DRILL IS INDICATED FOR PROPOSED WATERLINE, FIBER OPTIC LINE SHALL BE
THROUGH WETLAND AREAS SHOWN AS OPEN CUT. WHERE CONTRACTOR PERFORMS ADDITIONAL INSTALLED IN PARALLEL DIRECTIONAL DRILL. PROVIDE A PULL BOX AT BOTH ENDS OF DIRECTIONAL DRILLS.
DIRECTIONAL DRILLS, CONTRACTOR SHALL PROVIDE A HYDRANT AND VALVE AT EACH END OF ALL 6. WHERE BORE AND JACK IS INDICATED FOR PROPOSED WATERLINE, INSTALL NEW FIBER OPTIC LINE
DIRECTIONAL DRILLS UNLESS OTHERWISE NOTED. THROUGH WATERLINE CASING PIPE. PROVIDE A PULL BOX ON BOTH SIDES OF JACK AND BORE.
NOT ALL SIGNS LOCATED IN THE PROJECT BOUNDARY ARE SHOWN. CONTRACTOR SHALL REMOVE, STORE
AND REINSTALL OR REPLACE ANY SIGNAGE AS REQUIRED FOR COMPLETE WATERLINE INSTALLATION.
THE CONTRACTOR SHALL REMOVE AND REPLACE ANY NCDOT RIGHT OF WAY FENCING IN CONFLICT WITH
WATERLINE INSTALLATION.
64
62
60
58
56
54
52
50
48
46
44
42
40
38
36
34
32
15
UTILITY EASEMENT
15' UTILITY EASEMENT
(GRAND
STRAND NATIONAL,
LLC)
EXISTING GRADE
-
z
OIf
RIFY DEPTH
�0
16" RECLAIMED WATERLINE
(C900 DR18)
NEW FIBER OPTIC LINE FOLLOWS
WATERLINE PROFILE.
NOT SHOWN FOR CLARITY.
(SEE FIBER OPTIC NOTES)
I
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
29+00
30+00
31+00
64
62
60
58
56
54
52
50
48
46
44
42
40
38
36
34
32
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FINAL DESIGN
FF
OR CONSTRUCTION
50 0 50
*W%p"
100
mmmoi
10 0 10
20
1 INCH = 50 FT HORIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i'�'�-,
SL
po 8G
4
I NEB-
,, Fw
G 111T
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
WATERLINE PLAN & PROFILE
STA. 19+00 TO 31 +50
OCEAN RIDGE RECLAIMED WATERLINE
STA: 19+00 TO 31+50
PROJECT NUMBER SHEET NUMBER
839-05 CU 102

W
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J
I
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i
N IO
H I
W
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PROPERTIES LLC MAS PROPERTIES LLC
MAS IPID: 2280001003
PROP 00ES
DB: 018
DB: 01879
CO i+ PG: 0372 PG: 0372
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—55—
'�- o O c LIMITS OF DISTURBANCE OLD GEORGETOWN RD SW AIR/VACUUM r 1
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.6 .6 w �11 a I.6 a 6 s ., � , _ LINE (TYP
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Z —UC— — - ve— _ C-54— —UC— —SUC—= —.mid UC - • /uc =— —�. —5'J 1— LL
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FO— cv — FO I FO FO FO FO — —F0 —FO — F �` ry —
I\ f+00
33+00 34+00 35+00 6+00 37+00 38+00 �, 0 39+00 40+00 41 +00 P 42+00 43+00 44+00
o if FIBER OH I iu BOX II � �� FIBER OPTIC POST
16 RECLAIMED CAMERON WOODS DEVELOPMENT LLC n �
> OF DISTURBANCE LIMITS OF DISTURBANCE WATERLINE TYP PIN: 2280000909 z n ` ti
S EASEMENT TYP ( ) m CAMERON WOODS DEVELOPMENT LLC
( ) FOLLOWS EASEMENT (TYP) DB 04277 FIBER OPTIC POST I 1 Z PID: 2280000902
NEW 15' UTILITY PG 1013 i 1 m DB: 04277
EASEMENT ;o PG: 1013
NEW FIBER OPTIC LINE 250 LF HORIZONTAL rn
(SEE FIBER OPTIC NOTES) DIRECTIONAL DRILL � 0
(C900 DR18 FUSIBLE PVC) 1�
1 �
1
WATERLINE NOTES: FIBER OPTIC NOTES:
1. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS AS REQUIRED FOR COMPLETE WATERLINE 1. CONTRACTOR REQUIRED TO INSTALL NEW FIBER OPTIC CABLE (OM3 - SINGLE MODE - 3 PAIR MINIMUM)
INSTALLATION. UNLESS OTHERWISE NOTED CLEARING AND GRUBBING SHALL BE A MINIMUM 20 FOOT WIDTH FROM EXISTING FIBER BOX LOCATION AT EXISTING BRUNSWICK COUNTY SPRAY FIELD ON OLD
CENTERED ON THE PIPE IN ALL LOCATIONS. GEORGETOWN ROAD.
2. BENDS, FITTING, AND APPURTENANCES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE ALL 2. NEW FIBER OPTIC CABLE IS TO RUN PARALLEL TO NEW/EXISTING REUSE WATERLINE AND SHALL BE
BENDS, FITTINGS, THRUST BLOCKS, TRANSITIONS AND APPURTENANCES REQUIRED FOR COMPLETE INSTALLED IN 2-INCH ORANGE HDPE CONDUIT.
WATERLINE INSTALLATION. 3. NEW 2" ORANGE HDPE CONDUIT MUST HAVE BUILT IN TRACER COPPER WIRE OR COPPERHEAD TRACER
3. RESTRAINED JOINTS SHOWN FOR REFERENCE ONLY. PROVIDE RESTRAINED JOINTS PER BRUNSWICK WIRE #12 MUST BE INSTALLED INSIDE CONDUIT WITH FIBER OPTIC CABLE FOR LOCATING PURPOSES.
COUNTY SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS AT ALL FITTINGS, BENDS AND 4. PROVIDE IN -GROUND QUAZITE PULL BOXES (18"X30"X24") WITH TRAFFIC RATED LIDS (TIER 15) EVERY 500'
TRANSITIONS. MAXIMUM AND AT ALL CHANGES IN DIRECTION.
4. CONTRACTOR MAY, AT NO ADDITIONAL COST TO THE OWNER, PROVIDE ADDITIONAL DIRECTIONAL DRILLS 5. WHERE DIRECTIONAL DRILL IS INDICATED FOR PROPOSED WATERLINE, FIBER OPTIC LINE SHALL BE
THROUGH WETLAND AREAS SHOWN AS OPEN CUT. WHERE CONTRACTOR PERFORMS ADDITIONAL INSTALLED IN PARALLEL DIRECTIONAL DRILL. PROVIDE A PULL BOX AT BOTH ENDS OF DIRECTIONAL DRILLS.
DIRECTIONAL DRILLS, CONTRACTOR SHALL PROVIDE A HYDRANT AND VALVE AT EACH END OF ALL 6. WHERE BORE AND JACK IS INDICATED FOR PROPOSED WATERLINE, INSTALL NEW FIBER OPTIC LINE
DIRECTIONAL DRILLS UNLESS OTHERWISE NOTED. THROUGH WATERLINE CASING PIPE. PROVIDE A PULL BOX ON BOTH SIDES OF JACK AND BORE.
5. NOT ALL SIGNS LOCATED IN THE PROJECT BOUNDARY ARE SHOWN. CONTRACTOR SHALL REMOVE, STORE
AND REINSTALL OR REPLACE ANY SIGNAGE AS REQUIRED FOR COMPLETE WATERLINE INSTALLATION.
6. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY NCDOT RIGHT OF WAY FENCING IN CONFLICT WITH
WATERLINE INSTALLATION.
64
62
60
58
56
54
52
48
FER J
46
44
42
40
38
36
34
32
— w
VERTICAL M.J. BEND TO
TIE TO DIRECTIONAL DRILL (TYP
AIR/VACUUM
RELIEF VALVE
(ARV)
EXISTING UNDERGROUND
COMMUNICATION LINES
ROW
_
15' U
ILITY EASEMENT
15'UTILITY
EASEMENT
CAMERON
WOOD
DEVELOPMENT,
LLC
EXISTING
GRADE
�—ry
EX
2" WL
�- —
— W .
cy)U
16" RECLAIMED WATERLINE
(C900 DR18)
:j
_
NEW FIBER OPTIC LINE FOLLOWS
WATERLINE PROFILE.
NOT SHOWN FOR CLARITY.
(SEE FIBER OPTIC NOTES)
RESTRAINED JOINTS
(MIN 20') (TYP)
16" RECLAIMED WATERLINE
(C900 DR18)
250 LF HORIZONTAL
DIRECTIONAL DRILL
(16" C900 DR18 FUSIBLE PVC)
EX. 6" FM
VERIFY DEPTH &
MAINTAIN MIN 18" SEP.
32+00 33+00 34+00 35+00 36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
U
W
W
U)
W
W
W
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FINAL DESIGN
OR CONSTRUCTION
LF
50 0 50
100
10 0 10
20
1 INCH = 50 FT HORIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i'�''-,
1(S L G -
)08
�� 4
I NEB
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
WATERLINE PLAN & PROFILE
STA. 31 +50 TO 44+00
OCEAN RIDGE RECLAIMED WATERLINE
STA: 31 +50 TO 44+00
PROJECT NUMBER SHEET NUMBER
839-05 CU 103

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36
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MAS PROPERTIES LLC
PID:2280001003
DB: 01879
PG: 0372
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LIMITS OF DISTURBANCE J
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PID:2280000902
DB: 04277
PG: 1013
WATERLINE NOTES:
MAS PROPERTIES LLC
PID:2280001003
DB: 01879
PG: 0372
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18
--FM-----F --ys sys� IE48.93'
_� F LIMITS OF DISTURBANCE IE 49.14' -
FOLLOWS RIGHT-OF-WAY - _W — -
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—rr2--- ---53 — LOD
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5 -- -- -- LOD-- -- - - - LOD- - - - LOD54+00 +00
_ - L D- - - - - LOD- -- 53+00
49+00— 50+00 - LOD-- -51+00 0 52+00 COUNTY
OF BRUWICK
DB: 03354
PROPERTY CORNER PG: 1120 NEW FIBER OPTIC LINE
EASEMENT 16" RECLAIMED
WATERLINE (TYP)
(SEE GENERAL NOTE 5
SHEET C-001)
1. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS AS REQUIRED FOR COMPLETE WATERLINE
INSTALLATION. UNLESS OTHERWISE NOTED CLEARING AND GRUBBING SHALL BE A MINIMUM 20 FOOT WIDTH
CENTERED ON THE PIPE IN ALL LOCATIONS.
2. BENDS, FITTING, AND APPURTENANCES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE ALL
BENDS, FITTINGS, THRUST BLOCKS, TRANSITIONS AND APPURTENANCES REQUIRED FOR COMPLETE
WATERLINE INSTALLATION.
3. RESTRAINED JOINTS SHOWN FOR REFERENCE ONLY. PROVIDE RESTRAINED JOINTS PER BRUNSWICK
COUNTY SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS AT ALL FITTINGS, BENDS AND
TRANSITIONS.
4. CONTRACTOR MAY, AT NO ADDITIONAL COST TO THE OWNER, PROVIDE ADDITIONAL DIRECTIONAL DRILLS
THROUGH WETLAND AREAS SHOWN AS OPEN CUT. WHERE CONTRACTOR PERFORMS ADDITIONAL
DIRECTIONAL DRILLS, CONTRACTOR SHALL PROVIDE A HYDRANT AND VALVE AT EACH END OF ALL
DIRECTIONAL DRILLS UNLESS OTHERWISE NOTED.
5. NOT ALL SIGNS LOCATED IN THE PROJECT BOUNDARY ARE SHOWN. CONTRACTOR SHALL REMOVE, STORE
AND REINSTALL OR REPLACE ANY SIGNAGE AS REQUIRED FOR COMPLETE WATERLINE INSTALLATION.
6. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY NCDOT RIGHT OF WAY FENCING IN CONFLICT WITH
WATERLINE INSTALLATION.
(SEE FIBER OPTIC NOTES)
FIBER OPTIC NOTES:
1. CONTRACTOR REQUIRED TO INSTALL NEW FIBER OPTIC CABLE (OM3 - SINGLE MODE - 3 PAIR MINIMUM)
FROM EXISTING FIBER BOX LOCATION AT EXISTING BRUNSWICK COUNTY SPRAY FIELD ON OLD
GEORGETOWN ROAD.
2. NEW FIBER OPTIC CABLE IS TO RUN PARALLEL TO NEW/EXISTING REUSE WATERLINE AND SHALL BE
INSTALLED IN 2-INCH ORANGE HDPE CONDUIT.
3. NEW 2" ORANGE HDPE CONDUIT MUST HAVE BUILT IN TRACER COPPER WIRE OR COPPERHEAD TRACER
WIRE #12 MUST BE INSTALLED INSIDE CONDUIT WITH FIBER OPTIC CABLE FOR LOCATING PURPOSES.
4. PROVIDE IN -GROUND QUAZITE PULL BOXES (18"X30"X24") WITH TRAFFIC RATED LIDS (TIER 15) EVERY 500'
MAXIMUM AND AT ALL CHANGES IN DIRECTION.
5. WHERE DIRECTIONAL DRILL IS INDICATED FOR PROPOSED WATERLINE, FIBER OPTIC LINE SHALL BE
INSTALLED IN PARALLEL DIRECTIONAL DRILL. PROVIDE A PULL BOX AT BOTH ENDS OF DIRECTIONAL DRILLS.
6. WHERE BORE AND JACK IS INDICATED FOR PROPOSED WATERLINE, INSTALL NEW FIBER OPTIC LINE
THROUGH WATERLINE CASING PIPE. PROVIDE A PULL BOX ON BOTH SIDES OF JACK AND BORE.
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LINE
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NEW FIBER OPTIC LINE FOLLOWS
WATERLINE PROFILE.
NOT SHOWN FOR CLARITY.
(SEE FIBER OPTIC NOTES)
WATERLINE
(C900
DR18)
16" RECLAIMED
44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00
57+00
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
INAL DESIGN
LFOR CONSTRUCTION
50 0 50
100
10 0 10
20
1 INCH = 50 FT HORIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
DESCRIPTION
VI
REVISIONS
CARp�i'�''-,
�(SL G —
0 8
I NEB
G Fw T
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
WATERLINE PLAN & PROFILE
STA. 44+00 TO 57+00
OCEAN RIDGE RECLAIMED WATERLINE
STA: 44+00 TO 57+00
PROJECT NUMBER SHEET NUMBER
839-05 CU 104

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- - - LOD- - - - - LOD - - 59+00 16 RECLAIMED DB: 03354
58+00 � DIRECTIONAL DRILL WETLANDS BY OPEN CUT UNDER
57+00 z (C900 DR18 FUSIBLE PVC) WATERLINE (TYP) PG: 1120
NATIONWIDE-12 PERMIT
WATERLINE NOTES: FIBER OPTIC NOTES:
1. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS AS REQUIRED FOR COMPLETE WATERLINE 1. CONTRACTOR REQUIRED TO INSTALL NEW FIBER OPTIC CABLE (OM3 - SINGLE MODE - 3 PAIR MINIMUM)
INSTALLATION. UNLESS OTHERWISE NOTED CLEARING AND GRUBBING SHALL BE A MINIMUM 20 FOOT WIDTH FROM EXISTING FIBER BOX LOCATION AT EXISTING BRUNSWICK COUNTY SPRAY FIELD ON OLD
CENTERED ON THE PIPE IN ALL LOCATIONS. GEORGETOWN ROAD.
2. BENDS, FITTING, AND APPURTENANCES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE ALL 2. NEW FIBER OPTIC CABLE IS TO RUN PARALLEL TO NEW/EXISTING REUSE WATERLINE AND SHALL BE
BENDS, FITTINGS, THRUST BLOCKS, TRANSITIONS AND APPURTENANCES REQUIRED FOR COMPLETE INSTALLED IN 2-INCH ORANGE HDPE CONDUIT.
WATERLINE INSTALLATION. 3. NEW 2" ORANGE HDPE CONDUIT MUST HAVE BUILT IN TRACER COPPER WIRE OR COPPERHEAD TRACER
3. RESTRAINED JOINTS SHOWN FOR REFERENCE ONLY. PROVIDE RESTRAINED JOINTS PER BRUNSWICK WIRE #12 MUST BE INSTALLED INSIDE CONDUIT WITH FIBER OPTIC CABLE FOR LOCATING PURPOSES.
COUNTY SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS AT ALL FITTINGS, BENDS AND 4. PROVIDE IN -GROUND QUAZITE PULL BOXES (18"X30"X24") WITH TRAFFIC RATED LIDS (TIER 15) EVERY 500'
TRANSITIONS. MAXIMUM AND AT ALL CHANGES IN DIRECTION.
4. CONTRACTOR MAY, AT NO ADDITIONAL COST TO THE OWNER, PROVIDE ADDITIONAL DIRECTIONAL DRILLS 5. WHERE DIRECTIONAL DRILL IS INDICATED FOR PROPOSED WATERLINE, FIBER OPTIC LINE SHALL BE
THROUGH WETLAND AREAS SHOWN AS OPEN CUT. WHERE CONTRACTOR PERFORMS ADDITIONAL INSTALLED IN PARALLEL DIRECTIONAL DRILL. PROVIDE A PULL BOX AT BOTH ENDS OF DIRECTIONAL DRILLS.
DIRECTIONAL DRILLS, CONTRACTOR SHALL PROVIDE A HYDRANT AND VALVE AT EACH END OF ALL 6. WHERE BORE AND JACK IS INDICATED FOR PROPOSED WATERLINE, INSTALL NEW FIBER OPTIC LINE
DIRECTIONAL DRILLS UNLESS OTHERWISE NOTED. THROUGH WATERLINE CASING PIPE. PROVIDE A PULL BOX ON BOTH SIDES OF JACK AND BORE.
5. NOT ALL SIGNS LOCATED IN THE PROJECT BOUNDARY ARE SHOWN. CONTRACTOR SHALL REMOVE, STORE
AND REINSTALL OR REPLACE ANY SIGNAGE AS REQUIRED FOR COMPLETE WATERLINE INSTALLATION.
64
62
60
58
56
54
52
48
-ER J
46
44
42
40
38
36
34
32
6. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY NCDOT RIGHT OF WAY FENCING IN CONFLICT WITH
WATERLINE INSTALLATION.
OF BRUNSWICK
COUNTY OF BRUNSWICK
OF BRUNSWICK-COUNTY
COUNTY
EXISTING
GRADE
vv
WATERS
OF THE U.S.
VERTICAL
M.J. BEND TO
77
TIE
TO DIRECTIONAL
DRILL (TYP)
= O
M
..
16 RECLAIMED WATERLINE
(C900 DR18)
z
I
± 67 LF OF INSTALLATION THROUGH
WETLANDS BY OPEN CUT UNDER
NATIONWIDE -12 PERMIT
16" RECLAIMED
NEW FIBER OPTIC LINE FOLLOWS
WATERLINE PROFILE.
NOT SHOWN FOR CLARITY.
(SEE FIBER OPTIC NOTES)
RESTRAINED
JOINTS
WATERLIN
-
150 LF HORIZONTAL
DIRECTIONAL DRILL
(16" C900 DR18 FUSIBLE PVC)
J
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
r
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=
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LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
INAL DESIGN
LFOR CONSTRUCTION
50 0 50
*W%p" I
100
I
10 0 10
20
1 INCH = 50 FT HORIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i'�'�-,
SL G
4
I NEB-
,,
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
WATERLINE PLAN & PROFILE
STA. 57+00 TO 70+00
OCEAN RIDGE RECLAIMED WATERLINE
STA: 57+00 TO 70+00
PROJECT NUMBER SHEET NUMBER
839-05 CU 105

OCEAN ISLE BEACH TOWN OF
PID:2280001004
DB: 00822
PG: 0403
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PID: 2280001016 150 LF HORIZONTAL z
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NEW FIBER OPTIC LINE
PG:DB:01120 (C900 DR18 FUSIBLE PVC)
(SEE FIBER OPTIC NOTES)
WATERLINE NOTES:
FIBER OPTIC NOTES:
1.
CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS AS REQUIRED FOR COMPLETE WATERLINE
1. CONTRACTOR REQUIRED TO INSTALL NEW FIBER OPTIC CABLE (OM3 - SINGLE MODE - 3 PAIR MINIMUM)
INSTALLATION. UNLESS OTHERWISE NOTED CLEARING AND GRUBBING SHALL BE A MINIMUM 20 FOOT WIDTH
FROM EXISTING FIBER BOX LOCATION AT EXISTING BRUNSWICK COUNTY SPRAY FIELD ON OLD
CENTERED ON THE PIPE IN ALL LOCATIONS.
GEORGETOWN ROAD.
2.
BENDS, FITTING, AND APPURTENANCES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE ALL
2. NEW FIBER OPTIC CABLE IS TO RUN PARALLEL TO NEW/EXISTING REUSE WATERLINE AND SHALL BE
BENDS, FITTINGS, THRUST BLOCKS, TRANSITIONS AND APPURTENANCES REQUIRED FOR COMPLETE
INSTALLED IN 2-INCH ORANGE HDPE CONDUIT.
WATERLINE INSTALLATION.
3. NEW 2" ORANGE HDPE CONDUIT MUST HAVE BUILT IN TRACER COPPER WIRE OR COPPERHEAD TRACER
3.
RESTRAINED JOINTS SHOWN FOR REFERENCE ONLY. PROVIDE RESTRAINED JOINTS PER BRUNSWICK
WIRE #12 MUST BE INSTALLED INSIDE CONDUIT WITH FIBER OPTIC CABLE FOR LOCATING PURPOSES.
COUNTY SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS AT ALL FITTINGS, BENDS AND
4. PROVIDE IN -GROUND QUAZITE PULL BOXES (18"X30"X24") WITH TRAFFIC RATED LIDS (TIER 15) EVERY 500'
TRANSITIONS.
MAXIMUM AND AT ALL CHANGES IN DIRECTION.
4.
CONTRACTOR MAY, AT NO ADDITIONAL COST TO THE OWNER, PROVIDE ADDITIONAL DIRECTIONAL DRILLS
5. WHERE DIRECTIONAL DRILL IS INDICATED FOR PROPOSED WATERLINE, FIBER OPTIC LINE SHALL BE
THROUGH WETLAND AREAS SHOWN AS OPEN CUT. WHERE CONTRACTOR PERFORMS ADDITIONAL
INSTALLED IN PARALLEL DIRECTIONAL DRILL. PROVIDE A PULL BOX AT BOTH ENDS OF DIRECTIONAL DRILLS.
DIRECTIONAL DRILLS, CONTRACTOR SHALL PROVIDE A HYDRANT AND VALVE AT EACH END OF ALL
6. WHERE BORE AND JACK IS INDICATED FOR PROPOSED WATERLINE, INSTALL NEW FIBER OPTIC LINE
DIRECTIONAL DRILLS UNLESS OTHERWISE NOTED.
THROUGH WATERLINE CASING PIPE. PROVIDE A PULL BOX ON BOTH SIDES OF JACK AND BORE.
5.
NOT ALL SIGNS LOCATED IN THE PROJECT BOUNDARY ARE SHOWN. CONTRACTOR SHALL REMOVE, STORE
AND REINSTALL OR REPLACE ANY SIGNAGE AS REQUIRED FOR COMPLETE WATERLINE INSTALLATION.
6.
THE CONTRACTOR SHALL REMOVE AND REPLACE ANY NCDOT RIGHT OF WAY FENCING IN CONFLICT WITH
WATERLINE INSTALLATION.
64
62
60
58
56
54
52
48
-ER J
46
44
42
40
38
36
34
32
COUNTY OF BRUNSWICK
COUNTY OF BRUNSWICK
I
EXISTING
GRADE
w
AIR ACUUM
ELEAVE
VALVE (ARV)
7
U
16" RECLAIMED WATERLINE
(C900
\
APPRO
. CENTERLINE
OF STREAM
DR18)
—w
= O
NEW FIBER OPTIC LINE FOLLOWS
WATERLINE PROFILE.
NOT SHOWN FOR CLARITY.
(SEE FIBER OPTIC NOTES)
M
I
VERTICAL M.J.
DIRECTIONAL
BEND TO --
DRILL (TYP)
JOINTS
(MIN 20')
i
TIE TO
RESTRAINED
(TYP)
150 LF HORIZONTAL
DIRECTIONAL
(16" C900 DR18 FUSIBLE
DRILL
PVC)
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00
— A
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
FINAL DESIGN
NOT FOR CONSTRUCTION
50 0 50
*W%p"
100
=mmmI1
10 0 10
20
1 INCH = 50 FT HCRIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i'�''-,
�(S L G -
8
�� 4
IN
G Fw T
''/��lllll
ACPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE : AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
WATERLINE PLAN & PROFILE
STA. 70+00 TO 82+50
OCEAN RIDGE RECLAIMED WATERLINE
STA: 70+00 TO 82+50
PROJECT NUMBER SHEET NUMBER
839-05 CU 106

WATERLINE NOTES:
n
1
2
3
0
5
N
OCEAN ISLE BEACH TOWN OF
PID:2280001004
DB: 00822
PG: 0403
F-----OE— ---PP -
-� ��---0E—:�----OE---- 49 �o�g _
— --OE— ----0E— \ +imW!-- —OE --- _
—0E— — — — —OE pp i \ UN9ER-GROUND
—OE
O49 \ SEWER -
- LINE MARKER —
SSMH ARV _ _ _ _ _
ui 44 — �$� ` 46' RIM 48.97' W\ — — — — — -
- — — —
Z U—FIVI=——r°�;� — —----FM-----FMB----FM --- Vim— �— 48—FM— _---FM °�°
_ I — 44---- —FM--
—FM ----FM-----FM 4 — W_._ --FM-- FM -- �FM�9\� C--- FM FM ----
LIMITS OF DISTURBANCE o Ir
FOLLOWS RIGHT-OF-WAY (.0X OLD GEORGETOWN RD SW \ I
w I
S 46 �6 A8 LINE (TYP) (SR 1163) \ I I
Uui =-1ZC-----U�--- � _— — _ — — — — — I — AQ
—
—W— —W- � --=W— —W——W=---- --- — — — � _ __--- —
1.
Af
— — -- --7=—_Vh-- _
�QD ^ LOD LOD— LOD LOD LOD LOD — L D b W 4
v v v 48 H A9 q8
5 82+00 0 83+00 84+00 85+00 86+00 87+00 p°
L - L�_ I
11J
W V. 8�+0,� L� CONNECT NEW 16" RECLAIMED WL TO
�^ z I EXISTING 10" RECLAIMED. INSTALL
V) 16" RECLAIMED COUNTY OF BRUNS IQK FITTINGS AS REQUIRED
NEW FIBER OPTIC LINE PID: 2280001016
(SEE FIBER OPTIC NOTES) WATERLINE (TYP) 89+03.42
DB: 03354 g I
PG:1120 LL II
I� IIj OO
III �m
200 LF HORIZONTAL I X
DIRECTIONAL DRILL I III
(C900 DR18 FUSIBLE PVC)
CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS AS REQUIRED FOR COMPLETE WATERLINE
INSTALLATION. UNLESS OTHERWISE NOTED CLEARING AND GRUBBING SHALL BE A MINIMUM 20 FOOT WIDTH
CENTERED ON THE PIPE IN ALL LOCATIONS.
BENDS, FITTING, AND APPURTENANCES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE ALL
BENDS, FITTINGS, THRUST BLOCKS, TRANSITIONS AND APPURTENANCES REQUIRED FOR COMPLETE
WATERLINE INSTALLATION.
RESTRAINED JOINTS SHOWN FOR REFERENCE ONLY. PROVIDE RESTRAINED JOINTS PER BRUNSWICK
COUNTY SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS AT ALL FITTINGS, BENDS AND
TRANSITIONS.
CONTRACTOR MAY, AT NO ADDITIONAL COST TO THE OWNER, PROVIDE ADDITIONAL DIRECTIONAL DRILLS
THROUGH WETLAND AREAS SHOWN AS OPEN CUT. WHERE CONTRACTOR PERFORMS ADDITIONAL
DIRECTIONAL DRILLS, CONTRACTOR SHALL PROVIDE A HYDRANT AND VALVE AT EACH END OF ALL
DIRECTIONAL DRILLS UNLESS OTHERWISE NOTED.
NOT ALL SIGNS LOCATED IN THE PROJECT BOUNDARY ARE SHOWN. CONTRACTOR SHALL REMOVE, STORE
AND REINSTALL OR REPLACE ANY SIGNAGE AS REQUIRED FOR COMPLETE WATERLINE INSTALLATION.
THE CONTRACTOR SHALL REMOVE AND REPLACE ANY NCL1nT Pl(-_-IT nF XNAV 1NI (`nnIPI I(`T \AIITN
WATERLINE INSTALLATION.
62
60
58
56
54
52
50
48
46
44
42
40
38
36
34
32
FIBER OPTIC NOTES:
1. CONTRACTOR REQUIRED TO INSTALL NEW FIBER OPTIC CABLE (OM3 - SINGLE MODE - 3 PAIR MINIMUM)
FROM EXISTING FIBER BOX LOCATION AT EXISTING BRUNSWICK COUNTY SPRAY FIELD ON OLD
GEORGETOWN ROAD.
2. NEW FIBER OPTIC CABLE IS TO RUN PARALLEL TO NEW/EXISTING REUSE WATERLINE AND SHALL BE
INSTALLED IN 2-INCH ORANGE HDPE CONDUIT.
3. NEW 2" ORANGE HDPE CONDUIT MUST HAVE BUILT IN TRACER COPPER WIRE OR COPPERHEAD TRACER
WIRE #12 MUST BE INSTALLED INSIDE CONDUIT WITH FIBER OPTIC CABLE FOR LOCATING PURPOSES.
4. PROVIDE IN -GROUND QUAZITE PULL BOXES (18"X30"X24") WITH TRAFFIC RATED LIDS (TIER 15) EVERY 500'
MAXIMUM AND AT ALL CHANGES IN DIRECTION.
5. WHERE DIRECTIONAL DRILL IS INDICATED FOR PROPOSED WATERLINE, FIBER OPTIC LINE SHALL BE
INSTALLED IN PARALLEL DIRECTIONAL DRILL. PROVIDE A PULL BOX AT BOTH ENDS OF DIRECTIONAL DRILLS.
6. WHERE BORE AND JACK IS INDICATED FOR PROPOSED WATERLINE, INSTALL NEW FIBER OPTIC LINE
THROUGH WATERLINE CASING PIPE. PROVIDE A PULL BOX ON BOTH SIDES OF JACK AND BORE.
83+00 84+00 85+00 86+00 87+00 88+00 899-M
kPPROX. LOCATION OF EXISTING
18" MIN. SEP. FORCEMAIN
WATERLINE (TYP)
CONNECT TO EXISTING 10"
RECLAIMED WATERLINE
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FINAL DESIGN
LF
OR CONSTRUCTION
50 0 50
100
10 0 10
20
1 INCH = 50 FT HORIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
WATERLINE PLAN & PROFILE
STA. 82+50 TO 89+ 15
OCEAN RIDGE RECLAIMED WATERLINE
STA: 82+50 TO 89+ 15
PROJECT NUMBER SHEET NUMBER
839-05 CU 107

FIBER OPTIC NOTES -
CONTRACTOR REQUIRED TO INSTALL NEW FIBER OPTIC CABLE (OM3 - SINGLE MODE - 3 PAIR MINIMUM)
FROM EXISTING FIBER BOX LOCATION AT EXISTING BRUNSWICK COUNTY SPRAY FIELD ON OLD
GEORGETOWN ROAD.
NEW FIBER OPTIC CABLE IS TO RUN PARALLEL TO NEW/EXISTING REUSE WATERLINE AND SHALL BE
INSTALLED IN 2-INCH ORANGE HDPE CONDUIT.
NEW 2" ORANGE HDPE CONDUIT MUST HAVE BUILT IN TRACER COPPER WIRE OR COPPERHEAD TRACER
WIRE #12 MUST BE INSTALLED INSIDE CONDUIT WITH FIBER OPTIC CABLE FOR LOCATING PURPOSES.
PROVIDE IN -GROUND QUAZITE PULL BOXES (18"X30"X24") WITH TRAFFIC RATED LIDS (TIER 15) EVERY 500'
MAXIMUM AND AT ALL CHANGES IN DIRECTION.
WHERE DIRECTIONAL DRILL IS INDICATED FOR PROPOSED WATERLINE, FIBER OPTIC LINE SHALL BE
INSTALLED IN PARALLEL DIRECTIONAL DRILL. PROVIDE A PULL BOX AT BOTH ENDS OF DIRECTIONAL DRILLS.
WHERE BORE AND JACK IS INDICATED FOR PROPOSED WATERLINE, INSTALL NEW FIBER OPTIC LINE
THROUGH WATERLINE CASING PIPE. PROVIDE A PULL BOX ON BOTH SIDES OF JACK AND BORE.
MJ BEND WITH RESTRAINED
JOINTS (TYP)
MJ BEND WITH RESTRAINED
JOINTS (TYP)
SUMMERHILL GLENN SW
CONNECT NEW 8" RECLAIMED LINE
/
\
TO EXISTING 8" RECLAIMED WATERLINE.
/
PROVIDE M.J. BEND WITH RESTRAINED
JOINTS MIN 10' ON EACH SIDE
/
EXISTINd
\ NEW
\ O'G,o\ EASEMENT
20' U
POND #4
CUT AND CAP EXISTING
SEE SHEET C-504
FOR ENLARGED VIEW
/
\� /
TEE � /Fo
I
I
8" RECLAIMED WATERLINE
BOX
OF METER/VALV T
AND PON #1 LEVEL
\ �,
`✓
�\
APPROXIMATE LOCATION
CONTROL VAULT
�
OF EXISTING 4" RECLAIMED
I
WATERLINE. 0
50 100 150
LANDSCAP
1 INCH = 50 FT HORIZ
ENLARGED VIEW - 1
1 " =50'
=W DIRECTIONAL DRILL
BELOW EXISTING ROAD
DARTMOOR WAY
CPRp\NPR Rp SW
12+00
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FINAL DESIGN
OR CONSTRUCTION
LF
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i'�'�-,
Q(3FESO
SL L G -
0 8
� 4
I NEB
G Fw T
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
POND #4 POWER/COMM.
AND RECLAIMED WATER PLAN
PROJECT NUMBER SHEET NUMBER
839-05 CU 108

14 GAUGE STEEL
WIRE 6" OPENINGS
HOG WIRE FENC;�NG, 32" WIDE��. COMPACTED
MIN., VERT. WIRE STAYS @12" O.C.,
IN 6 HORIZ. WIRES, TOP & BOTT. FILL
9'
WIRES TO BE 12.5 GA., FILLER WIRES
TO BE 10.5 GA., TO BE ZINC COATED
TO COMMERCIAL STD�S//
DIRECTION OF FLOW �It FILTER
i
SYNTHETIC FILTER FABRIC AT LEAST // m,mm�,, FABRIC
95% POLYOLEFIN OR POLYESTER BY / miiI�!m imi
WEIGHT. FABRIC SHALL CONTAIN UV it jm/%I j m
INHIBITORS & STABILIZERS TO PROVIDE mm�mim
MIN. 6 MONTHS OF USEi
NOTES:
1. ALL SILT FENCE MATERIAL SHALL MEET OR EXCEED ASTM D 6461
2. SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITF
SECTION 6.62 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL.
3. USE DOUBLE ROWS OF SILT FENCE (±4' APART) WHERE INDICATED ON PLANS.
8'-0" MAX. WITH HOGWIRE FENCE
6-0" MAX. WITHOUT WIRE FENCE
5' MIN. STANDARD
y "T" POSTS, 1.25 LB/LF
/ OR HEAVIER
EXTENSION OF
FABRIC AND WIRE
INTO TRENCH
TEMPORARY SILT FENCE
NTS
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
2 TONS
UNWEATHERED;
AVOID WEEDS
OATS SPREAD BY HAND OR
MACHINE, MUST BE TACKED DOWN
TEMPORARY SEEDING
TIME OF
SEEDING
GRASS TYPE
AMOUNT/
ACRE
FERTILIZATION/
ACRE
FERTILIZATION/ACRE
MAINTENANCE
DEC 1-APR 15
RYE (GRAIN) &
LESPEDEZA, KOBE
120 LBS. &
50 LBS.
750 LBS. 10-10-10
NA
NA
APR 15-AUG 15
GERMAN MILLET
40 LBS.
750 LBS. 10-10-10
NA
NA
AUG 15-DEC 30
RYE (GRAIN)
120 LBS.
1,000 LBS. 10-10-10
NA
NA
PERMANENT SEEDING
NCDEQ ESCM
TIME OF
AMOUNT/
FERTILIZATION/
SEED MIX
SEEDING
GRASS TYPE
ACRE
ACRE
NO. 1 CP
15 FEB - 30 APR
TALL FESCUE
80 LBS
1,000 10-10-10
(WELL TO POORLY
OR
PENSACOLA BAHIAGRASS
50 LBS
LBS
DRAINED SOILS W/ GOOD
01 SEPT - 31
SERICEA LESPEDEZA
30 LBS
MOISTURE RET; LOW
OCT
KOBE LESPEDEZA
10 LBS
MAINTENANCE)
NO. 2CP
15 FEB - 30 APR
TALL FESCUE
200 LBS
1,000 10-10-10
(POORLY DRAINED SOILS
AND
RYE (GRAIN)
25 LBS
LBS
W/ GOOD MOISTURE RET;
01 SEPT - 31
HIGH MAINTENANCE)
OCT
NO. 4CP
01 MAR-31
CENTIPEDEGRASS
10-20 LBS
300 LBS 10-10-10
(WELL DRAINED SANDY
JUNE
33 BU/AC
LOAMS TO DRY SANDS;
(SPRIGS)
LOW-MED MAINTENANCE)
NO. 5CP
01 APR - 15
PENSACOLA BAHIAGRASS
50 LBS
500 LBS 10-10-10
(WELL DRAINED SANDY
JULY
SERICEA LESPEDEZA
30 LBS
LOAMS TO DRY SANDS;
COMMON BERMUDAGRASS
10 LBS
LOW MAINTENANCE)
GERMAN MILLET
10 LBS
I CCL FUZ5 I
NOTE: FERTILIZATION RATES ABOVE ARE GENERAL GUIDANCE BASED ON THE NORTH CAROLINA SEDIMENTATION AND EROSION CONTROL MANUAL.
CONTRACTOR SHALL HAVE THE ONSITE SOILS TESTED TO DETERMINE THE SPECIFIC NUTRIENT REQUIREMENTS. SUBMIT SOIL TEST RECOMMENDATIONS AND
RESULTS FOR ENGINEER REVIEW.
CONTRACTOR MAY SUBMIT OTHER SPECIES OF TEMPORARY SEED FOR APPROVAL PROVIDED SPECIES ARE IN ACCORDANCE WITH NCDEQ ESCM.
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
SLOPES STEEPER THAN 3:1
7 DAYS
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50' IN LENGTH.
ALL OTHER AREAS WITH SLOPES
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW
FLATTER THAN 4:1
ZONES
NOTE: TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.10 OF THE NCDEQ
EROSION CONTROL PLANNING AND DESIGN MANUAL. PERMANENT SEEDING SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH SECTION 6.11 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL.
ro`\�VEGETATION SCHEDULE
FILTER FABRIC -
OR DITCH LINER
NTS
WOODEN STAKE
WITH WATTLE
ANCHORED TO -
THE TOP
12" DIAMETER
WATTLE
DITCHLINE
WOODEN STAKE
FILTER FABRIC
OR DITCH LINER
12" DIAMETER WATTLE
FASTENED TO WOODEN
STAKE BY NAIL OR STAPLE
r-- DITCHLINE
6" COVER
PROFILE VIEW
8" FABRIC11� �
STAPLE I�
NOTES 818"
1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL
2. WATTLES (COMPOST SOCK) SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH
SECTION 6.66 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL.
WATTLE (COMPOST SOCK
NTS
6" MINIM
THICKNI
2"-3"
AGGF
NOTES
EXISTING _
ROAD
12' MIN
GRAVEL CONSTRUCTION ENTRANCE,
NIDTH AS REQUIRED
1. FILTER FABRIC UNDERLAY SHALL BE INSTALLED BETWEEN STONE AND SOIL FOUNDATION.
2. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH SECTION 6.06 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN
MANUAL.
TEMPORARY CONSTRUCTION ENTRANCE
NTS
6.06 TEMPORARY CONSTRUCTION ENTRANCE/EXIT
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS
OR AS REQUIRED AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
4. USE GEOTEXTILE FABRIC TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
5. WHERE CONSTRUCTION ENTRANCES CROSS EXISTING DRAINAGE SWALES OR OTHER
FEATURES INSTALL TEMPORARY CULVERTS UNDERNEATH ENTRANCE TO MAINTAIN
EXISTING DRAINAGE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
6.10 TEMPORARY SEEDING (TSI:
CONSTRUCTION SPECIFICATIONS
COMPLETE GRADING BEFORE PREPARING SEEDBEDS AND INSTALL ALL NECESSARY
EROSION CONTROL PRACTICES SUCH AS DIKES, WATERWAYS, AND BASINS. MINIMIZE STEEP
SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND INCREASE THE
EROSION HAZARD. IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A
DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW.
SEEDBED PREPARATION
GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A
GOOD SEEDBED IS WELL -PULVERIZED, LOOSE, AND UNIFORM. WHERE HYDROSEEDING
METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF
LARGE CLODS AND STONES. CLODS AND STONES SHALL NOT EXCEED 2" IN DIAMETER IN ALL
LOCATIONS TO BE SEEDED.
LIMING
APPLY LIMESTONE ACCORDING TO SOIL TEST REQUIREMENTS. IF THE PH (ACIDITY) OF THE
SOIL IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE
OF 1 TO 1-1/2 TONS/ACRE ON COARSE -TEXTURE SOILS AND 2 TO 3 TONS/ACRE ON
FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND
INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED
NOT BE LIMED.
FERTILIZER
BASE APPLICATION RATES ON SOILS TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A
10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO
NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
SURFACE ROUGHENING
IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL
ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL
CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO
SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
PLANT SELECTION
SELECT AN APPROPRIATE SPECIES FROM THE SEEDING DETAILS BASED ON THE TIME OF
YEAR AND NCDEQ SPECIFICATIONS.
SEEDING
EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER
SEEDER, OR HYDROSEEDER. USE SEEDING RATES FROM THE SEEDING DETAILS.
BROADCAST SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE
EQUIPMENT CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF
THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION.
SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND
LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR
CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR A CULTIPACKER.
HYDROSEEDING MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
MULCHING
THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL
CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS.
HARSH SITE CONDITIONS INCLUDE:
- SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED
ADEQUATE)
- SLOPES STEEPER THAN 3:1
- EXCESSIVELY HOT OR DRY WEATHER
- ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND)
- AREAS RECEIVING CONCENTRATED FLOW
IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATER FLOW, AS IN
CHANNELS, ANCHOR MULCH WITH NETTING.
MAINTENANCE
RESEED AND MULCH WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION
OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS
POSSIBLE.
6.11 PERMANENT SEEDING (PS):
CONSTRUCTION SPECIFICATIONS
SEEDBED PREPARATION
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE
UNSUITABLE DUE TO INAPPROPRIATE SOIL TEXTURE, POOR DRAINAGE, CONCENTRATED
OVERLAND FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO
CORRECT THESE PROBLEMS.
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM
REQUIREMENTS AS A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
- ENOUGH FINE -GRADED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE
AND NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST 0.5 INCHES OF
WATER TO 1-INCH OF SOIL)
- SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION
- SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO
ROCK OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12 INCHES OR MORE,
EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT
FEASIBLE.
- A FAVORABLE PH FOR PLANT GROWTH, USUALLY 6-6.5
- FREEDOM FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR
TRASH OF ANY CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF
THEY ARE TO BE HYDROSEEDED.
SILT FENC
SILT FENCE
#5 WA.(;HFn
SILT FENCE ROCK OUTLET
NTS
IF ANY OF THE ABOVE CRITERIA ARE NOT MET THEN SPECIAL AMENDMENTS ARE REQUIRED.
THE SOIL CONDITIONERS BELOW MAY BE BENEFICIAL OR, PREFERABLY TOPSOIL MAY BE
APPLIED.
SOIL CONDITIONERS
IN ORDER TO IMPROVE THE STRUCTURE OR DRAINAGE CHARACTERISTICS OF A SOIL, THE
FOLLOWING MATERIALS MAY BE ADDED. THESE AMENDMENTS SHOULD ONLY BE NECESSARY
WHERE THE SOILS HAVE LIMITATIONS THAT MAKE THEM POOR FOR PLANT GROWTH OR FOR
FINE TURF ESTABLISHMENT.
PEAT - APPROPRIATE TYPES ARE SPHAGNUM MOSS PEAT, HYPNUM MOSS PEAT,
REED-SEDGED PEAT, OR PEAT HUMUS, ALL FROM FRESH -WATER SOURCES. PEAT SHOULD
BE SHREDDED AND CONDITIONED IN STORAGE PILES FOR AT LEAST 6 MONTHS AFTER
EXCAVATION.
y_1►1�ail��_VI_1►1�1�:1��il�li):I[�l►�/e���:11_1�
VERMICULITE - HORTICULTURAL GRADE AND FREE OF TOXIC SUBSTANCES.
ROTTED MANURE - STABLE OR CATTLE MANURE NOT CONTAINING UNDUE AMOUNTS OR
STRAW OR OTHER BEDDING MATERIALS.
THOROUGHLY ROTTED SAWDUST - FREE OF STONES AND DEBRIS. ADD 6 LB OF NITROGEN
TO EACH CUBIC YARD.
SLUDGE - TREATED SEWAGE AND INDUSTRIAL SLUDGES ARE AVAILABLE IN VARIOUS FORMS;
THESE SHOULD BE USED ONLY IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
REGULATIONS.
PLANT SELECTION
SELECT AN APPROPRIATE SPECIES FROM THE SEEDING DETAILS BASED ON THE TIME OF
YEAR.
SEEDBED PREPARATION
INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE
SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. WHEN SOIL TESTS
ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED ON THE SEEDING DETAILS.
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL
BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN
USING A HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE.
ROUGHEN SURFACES AS REQUIRED.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A
SMOOTH UNIFORM SURFACE (SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS THAT
CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS
NOT BEEN SEALED BY RAINFALL.
SEEDING
SEEDING SPECIES AND DATES FOR PERMANENT SEEDING SHALL BE PER NCDEQ SEEDING
SPECIFICATIONS AND AS APPROVED BY PROJECT ENGINEER.
USE CERTIFIED SEED FOR PERMANENT VEGETATION WHENEVER POSSIBLE. SEED MUST
MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT USE SEED
CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP TYPE SEEDER DRILL,
CULTIPACKER SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED.
WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1
INCH DEEP, GRASSES AND LEGUMES NO MORE THAN 1/2" DEEP. EQUIPMENT SHOULD BE
CALIBRATED IN THE FIELD FOR THE DESIRED SEEDING RATE.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE
SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY
ONE-HALF THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A
UNIFORM PATTERN, THEN APPLY THE SECOND HALF IN THE SAME WAY BUT MOVING AT
RIGHT ANGLES TO THE FIRST PASS.
MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING.
IRRIGATION
MOISTURE IS ESSENTIAL FOR SEED GERMINATION AND SEEDLING ESTABLISHMENT.
SUPPLEMENTAL IRRIGATION CAN BE VERY HELPFUL IN ASSURING ADEQUATE STANDS IN DRY
SEASONS OR TO SPEED DEVELOPMENT OF FULL COVER. IT IS A REQUIREMENT FOR FINE
TURF ESTABLISHMENT AND SHOULD BE USED ELSEWHERE WHERE FEASIBLE. HOWEVER,
IRRIGATION IS RARELY CRITICAL FOR LOW -MAINTENANCE VEGETATION PLANTED AT THE
APPROPRIATE TIME OF THE YEAR.
WATER APPLICATION RATES MUST BE CAREFULLY CONTROLLED TO PREVENT RUNOFF.
INADEQUATE OR EXCESSIVE AMOUNTS OF WATER CAN BE MORE HARMFUL THAN NO
SUPPLEMENTAL WATER.
MAINTENANCE
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED
UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT
SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN
THE SAME SEASON, IF POSSIBLE. MOW IN ACCORDANCE WITH SPECIFICATIONS.
6.62 TEMPORARY SILT FENCE (SF):
CONSTRUCTION SPECIFICATIONS
MATERIALS:
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN OR
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS OF ASTM D 6461. 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 THE POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT STEEL WITH A
MINIMUM LENGTH OF 5 FT. 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.
CONSTRUCTION:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24-INCHES
ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER
SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF
THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE
FILTER CLOTH ONLY AT A SUPPORTED POST WITH A MINIMUM 4-FT OF OVERLAP TO THE
NEXT POST.
PLAN VIEW
VARIES
SECTION A -A
DOUBLE ROW 2
OF SILT FENCE C-5OO
±4 FEET APART
NOTE: CONTRACTOR SHALL LOCATE STOCKPILES AS NEEDED FOR CONSTRUCTION
SEQUENCE/PHASING. STOCKPILES SHALL NOT BE LOCATED NEAR PLANNED CUT/FILL
LINES, IMMEDIATELY ADJACENT TO PROJECT LIMIT LINE OR IN ANY OTHER AREA THAT
MAY INCREASE POTENTIAL FOR EROSION OR NEGATIVELY IMPACT THE SITE
(7-�SPOIL STORAGE BERM
NTS
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY
TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE
BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE
UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A
MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS AT A MAXIMUM OF 8 FEET
APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM
OF 24-INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO THE
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE
STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF THE SILT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
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.
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.
6.66 COMPOST SOCK (WATTLE)
CONSTRUCTION SPECIFICATIONS
MATERIALS:
THE COMPOST MEDIA SHALL BE DERIVED FROM WELL -DECOMPOSED ORGANIC MATTER
SOURCE PRODUCED BY CONTROLLED AEROBIC (BIOLOGICAL) DECOMPOSITION THAT HAS
BEEN SANITIZED THROUGH THE GENERATION OF HEAT AND STABILIZED TO THE POINT THAT
IT IS APPROPRIATE FOR THIS PARTICULAR APPLICATION. COMPOST MATERIAL SHALL BE
PROCESSED THROUGH PROPER THERMOPHILIC COMPOSTING, MEETING THE US
ENVIRONMENTAL PROTECTION AGENCY'S DEFINITION FOR A 'PROCESS TO FURTHER
REDUCE PATHOGENS' (PFRP) AS DEFINED AT 40 CFR PART 503. THE COMPOST PORTION
SHALL MEET THE CHEMICAL, PHYSICAL AND BIOLOGICAL PROPERTIES SPECIFIED IN
PRACTICE 6.18, COMPOST BLANKETS TABLE 6.18A, WITH THE EXCEPTION OF PARTICLE SIZE.
SLIGHTLY MORE COARSE COMPOST IS RECOMMENDED FOR THE SOCKS, AS FOLLOWS:
PARTICLE SIZE DISTRIBUTION
SIEVE SIZE PERCENT PASSING SELECTED SIEVE MESH SIZE,DRY WEIGHT BASIS
2" - 99 % (3" MAXIMUM PARTICLE SIZE)
3/8" - 30-50 %
SEE PRACTICE 6.18, COMPOST BLANKETS FOR COMPLETE INFORMATION ON COMPOST
PARAMETERS AND TESTS. INSTALLER SHOULD PROVIDE DOCUMENTATION TO SUPPORT
COMPLIANCE OF TESTING REQUIRED IN THE COMPOST SPECIFICATION.
THIS SPECIFICATION COVERS COMPOST PRODUCED FROM VARIOUS ORGANIC
BY-PRODUCTS, FOR USE AS AN EROSION AND SEDIMENT CONTROL MEASURE ON SLOPED
AREAS. THE PRODUCT'S PARAMETERS WILL VARY BASED ON WHETHER VEGETATION WILL BE
ESTABLISHED ON THE TREATED SLOPE. ONLY COMPOST PRODUCTS THAT MEET ALL
APPLICABLE STATE AND FEDERAL REGULATIONS PERTAINING TO ITS PRODUCTION AND
DISTRIBUTION MAY BE USED IN THIS APPLICATION. APPROVED COMPOST PRODUCTS MUST
MEET RELATED STATE AND FEDERAL CHEMICAL CONTAMINANT (E.G., HEAVY METALS,
PESTICIDES, ETC.) AND PATHOGEN LIMIT STANDARDS PERTAINING TO THE FEEDSTOCKS
(SOURCE MATERIALS) IN WHICH IT ARE DERIVED. IN REGIONS SUBJECTED TO HIGHER RATES
OF PRECIPITATION AND/OR GREATER RAINFALL INTENSITY, LARGER COMPOST SOCKS
SHOULD BE USED. IN THESE PARTICULAR REGIONS, COARSER COMPOST PRODUCTS ARE
PREFERRED AS THE COMPOST SOCK MUST ALLOW FOR AN IMPROVED WATER PERCOLATION
RATE. THE DESIGNER SHOULD CHECK THE FLOW RATE PER FOOT OF SOCK IN ORDER TO
ENSURE DRAINAGE RATE OF THE COMPOST SOCK BEING USED IS ADEQUATE. THE REQUIRED
FLOW RATES ARE OUTLINED IN TABLE 6.66C.
INSTALLATION
1. MATERIALS USED IN THE COMPOST 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 THE COMPOST SOCK.
4. COMPOST SOCKS SHOULD BE INSTALLED PARALLEL TO THE TOE OF A GRADED SLOPE, A
MINIMUM OF 10 FEET 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 ROCKS 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. 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.
7. 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 THE EROSION AND SEDIMENTATION CONTROL
PLAN.
8. COMPOST SOCKS ARE NOT TO BE USED IN PERENNIAL OR INTERMITTENT STREAMS.
MAINTENANCE
INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (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.
rLEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
FINAL DESIGN
NOT FOR CONSTRUCTION
50 0 50
100
10 0 10
20
1 INCH = 50 FT HORIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CAR���'%'%
Q�pF ESS/
S L
DO 8 1G
lit 110
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, INC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
EROSION CONTROL
DETAILS
PROJECT NUMBER SHEET NUMBER
839-05 C-500

NOTES: NO: 12" MAX. Revisions
12' MAX. I.I.-DATED 4/30/2013
1. LOCKED HYDRANT &LOCKED HYDRANT ADAPTER OR MUELLER 'AWAGRIP'
1. LOCKED HYDRANT & LOCKED HYDRANT ADAPTER OR MUELLER "AWAGRIP" {�1 1.2-DATED 5/29,2013
SYSTEM MAY BE USED IN PLACE OF RESTRAINT RODS. SYSTEM MAY BE USED IN PLACE OF RESTRAINT RODS.
1.3 - DATED 7/15/2015
2. VERTICAL MUELLER AQUA GRIP FIRE HYDRANT SHOE MAY BE USED WHERE 2. VERTICAL MUELLER AQUA GRIP FIRE HYDRANT SHOE MAY BE USED WHERE L4-DATED 12/8/2016
I I MAIN DEPTH IS GREATER THAN 5-FEET. 1.5-DATED 2/6/2020
MAIN DEPTH IS GREATER THAN 5-FEET.
1.6 - DATED 3/27/2020
3. USE SWIVEL HYDRANT TEE NTH 6" GATE VALVE DIRECTLY COUPLED TO 3. USE SWIVEL HYDRANT TEE WITH 6" GATE VALVE DIRECTLY COUPLED TO _ Mad Detail W-1 & W-2
HYDRANT TEE UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY. VARIES HYDRANT TEE UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY. VARIES 1.7-DATED 4/22/2020
z
Mad Derail W-4
4. FIRE HYDRANT COLOR SHALL BE *CHROME YELLOW' NAMEL PAINT. 4. FIRE HYDRANT COLOR SHALL BE *CHROME YELLOW ENAMEL PAINT.
5.FIRE HYDRANTS INSTALLED WITHIN DIE NCDOT RIGHT-OF-WAY MUST BE PUMPE5. FIRE HYDRANTS INSTALLED WITHIN THE NCDOT RIGHT-OF-WAY MUST BE PUMPER N022LE TO FAINSTALLED
INSTALLED W17HIN 12-INCHES OF TIHE R/W LINE.AT
WITHIN 12-INCHES OF THE R/W UNE. TO FACE STREET i
90'6.
90' -AT
USE GRADELOK TO ADJUST HYDRANT TO FINISHED GRADE. 6. USE GRADELCK TO ADJUST HYDRANT TO FINISHED GRADE.CHAIN
ASTREETI.
REQ'D
CHAIN REO'D
18"X78"%6" CONCRETE VALVE LID18'X18"X6" CONCRETE VALVE LID COLLAR IN UNPAVED AREA ONLY
IN UNPAVED AREA ONLY MARKED _ FINISHED GRADE
•WATER• FINISHED GRADE ER" MINIMUM
/�ITKEDCOLLAR
1' MINIMUM MAXIMUM
CURB SIDEWALK
4" MAXIMUM ROAD '
ROAD CURB SIDEWAII( 6,AQUA
I P FIRE
AQUA GRIP FIRE HYDRANT SHOES SEE HTy
HYDRANT SHOE, SEE NOTE 2
NOTE 2 VALVE BOX - U
VALVE BOX - -
1/2 CU YD ~
1/2 CU YD
n
"VALVE BOX CLEAN 7 STONE LEVEL INVERT "VALVE BOX CLEAN y57 STONE r✓✓t
N5 ADAPTOR II' FOR HYDRANT
6' GATE VALVE
SWIVEL HYDRANT 6' GATE VALVE ADAPTOR II" FOR HYDRANT TEE W/ 6"
TEE W/ 6' BY ADAPTOR, INC DRAINAGE BRANCH BY ADAPTOR, INC DRAINAGE
OR SQUALL CONK THRUST BLOCK
BRANCH OR EQUAL SWIVEL ADAPTOR
CONK THRUST BLOCK
I I
BEARING AGAINST 4 50 THRUST BEARING AGAINST 4 SO
UNDISTURBED
THRUST FT UNDISTURBED BLOCK-II".FT
MATERIALMATERIAL
BLOCK -33 (SEE CONCRETE p•,
(SEE CONCRETE THRUST BLOCK F+1
THRUST BLOCK y
SCHEDULE) T/ - - - SCHEDULE) w �,
CONCRETE FILL
••'
CONCRETE FILL\\ 6'f DIP PIPE OR
O6*0 DIP PIPE '
" MJ 'i
MJ GRADELOK R /\\ •• \/�\
`..
ADJUS DLOK TTO ��• 1\_,
FINAL GRADE �,\/�\/\\/�\/� �\ ✓'
\\\ e• . - /\ \ •- FINAL
GRADEJUSTED��\\//���
2'-0' MIN 2'-0' MIN
PROVIDE 4-3/4'f STAINLESS STEEL TIE RODS VALVE SUPPORT PROVIDE 4-3/4"0 STAINLESS STEEL TIE RODS
VALVE SUPPORT THREADED AT ENDS (INC NUTS)
THREADED AT ENDS (INC. NUTS)
EQUALLY SPACED AROUND PIPE EQUALLY SPACED AROUND PIPE O
BETWEEN ALL MECHANICAL
ALL MECHANICAL NOTE: WEEP HOLES ARE JOINT FITTINGS (TEE, VALVE, BEND)
BETWEEN FITTINGS
NOTE: WEEP HOLES ARE JOINT FITTINGS (TEE, VALVE, BEND) OR MEGA -LUG
TO BE FULLY FUNCTIONAL OR MEGA -LUG TO BE FULLY FUNCTIONAL
FIRE HYDRANT ON
FIRE HYDRANT ON MAINS LARGER THAN 12"
MAINS 12" AND SMALLER DETAIL W-2
DETAIL W-1
1r�
L '
FLUSHING HYDRANT - KUPFERLE ECLIPSE 12 POST T/)
HYDRANT (OR APPROVED EQUAL) a
KUPAUTOMATIC RUSHING DEVICE
9400 NT COVER d O
NTH UV
PATH UV RESISTANT COVER - AT DISCRETION OF 18'%18'%6' CONCRETE VALVE LID
BRUNSWICK COUNTY. COVER MUST LOCK COLLAR IN UNPAVED AREA ONLY ARKED FINISHED GRADE ^ - \
"WATER" 1' MINIMUM
LOCKING HASP
V
4' MAXIMUM F"I
0
WATER OUTLETS 6' W 0
1/2' PLASTIC UV RESISTANT VALVE BOX PATH LID •. \�\ \�/\ H 0.!
'WATER'
GROUND PLATE. 24' S0 MARKED
,
Vr
VALVE BOX V ��.Ly,,
ED ADAPTOR INC
VALVE OR EQUAL
24" CONCRETE
COLLAR, FLUSH WITH GRADE W O
2' BRASS OR PVC z
"VALVE BOX ' :� W
ADAPTOR II' V
BY ADAPTOR, INC < °
OR SQUALL OD7, CRUSHED ROCK
DISTANCE VARIES 2'IRON B
BRONZE MOUNT
GATE VALVE CAST IRON VALVE
RETAINER GLAND, DIRECT BOLTED FLANGE, TURUST COLLAR RASS OR VALVE BOx NTH UD 24" CONCRETE VALVE BOX NTH LID
�OR MEGA -LUG (TYP.) SET IN MIDDLE OF PVC NIPPLE MARIQD 'WATER' COLLAR, FLUSH WITH GRADE MARKED 'WATER'
FULL JOINT 18-20') BRAOR 2' X 12"
55 •/ v
MAIN DIAMETER PVC NIPPLE �......... ...... \ - �.\,\�.\ \\• \ \ �\\, \`�\ \
SMALLER THAN 6' 2' X 12' /
\/
MECHANICAL JOINT OR MEGA -LUG % 2' BRASS VC STUB. a
TAPPED END CAP RODDED BACK TO THRUST BLOCK Tna.
THREAD WTH CAP
Ilk MTH STAINLESS STEEL RODS AND FASTENERS \\
"VALVE BOX Scala
ADAPTOR II"
NOTES: BY ADAPTOR, INC 1Dm
WATER MAIN 6' AND LARGER OR EQUAL BY: WLP
L
2" THREADED 90' BEND M.J. CAP GATE VALVE 1. ALL DEAD END LINES WILL HAVE FLUSHING DEVICE.
BRASS OR PVC TAPPED 2" NO ACTIVE SERVICES SHALL BE INSTALLED 2. MAINS 6" AND LARGER SHALL USE A FIRE HYDRANT FOR A 2' BRASS HIPP
BETWEEN THE VALVE AND THE BLOWOFF. FLUSHING DEVICE.
3. FLUSHING HYDRANT COLOR SHALL BE "RED" ENAMEL PAINT. ITI
3/4- ALL -THREAD STAINLESS STEEL ROD 4. POST HYDRANT SHALL HAVE 1 1/2-INCH PENTAGONAL OPERATING
NOTES: AND FASTENERS (CUT TO LENGTH) OR NUT., MAN
MEGA -LUG 5. AT DISCRETION OF BRUNSWICK COUNTY, AN AUTOMATIC FLUSHING
1. ALL DEAD END UNES L HAVE FLUSHING DEVICES. DEVICE (KUPFERLE 9400 ECLIPSE) MAY BE REQUIRED IN LIEU OF"''a CRUSHED ROCK
WILL
2. MAINS 6" AND GREATER NOT BEING EXTENDED IN THE FUTURE SHALL STANDARD MANUAL FLUSHING HYDRANT (SEE DETAIL THIS SHEET) `\
`--MECHANICAL JOINT OR
USE A FIRE HYDRANT FOR FLUSHING DEVICE. MEGA -LUG TAPPED END CAP
3. CONTRACTOR SMALL REMOVE AUTOMATIC FLUSHING DEVICE FOR MAIN GATE VALVE
ALL -THREAD STAINLESS
3/4'EXTENSIONS AND DELVER AUTOMATIC FLUSHING DEICE TO STANDARD FLUSHING DEVICE FOR
STEEL R AND FASTENERS
BRUNSWICK COUNTY REPRESENTATIVE NOTES: (CUT TO WATER MAINS
LENGTH) OR MEGA -LUG
AUTOMATIC FLUSHING DEVICE FOR MAINS 6" AND 1. USED WHEN FUTURE EXTENSION OF
WATER
DETAIL W-4 WMAIN IS KNOWN (i.e. PHASES)
LARGER (FOR MAINS TO BE EXTENDED LATER) 2. FULL SIZE BOUNDARY VALVE REQUIRED.
3. THIS CAN ONLY BE USED WITH BRUNSWICK
DETAIL W-3 COUNTY ENGINEERING APPROVAL.
OLD STYLE TEMPORARY BLOW -OFF ASSEMBLY
DETAIL W-48
1 OF 5
DRILL MACHINE
AND RODS
SELF -RESTRAINED PE/MJ ADAPTERS, NATIONAL
SANITATION FOUNDATION (NSF) APPROVED FOR
POTABLE WATER WIN STAINLESS STILL SLEEVE
INSERTS AS MANUFACTURED BY JCM OR
APPROVED EQUAL ADAPTER BY CENTRAL,
DMSOO, FIFE OR APPROVED EQUAL; ADAPTERS
TO BE SDR 11 DR 9TYP BOTH ENDS). SEE
HDPE/MJ TRANSITION ASSEMBLY
(AS REQUIRED) (SEE DETAIL)
VALVE - PLUG, GATE, OR
BUTTERFLY, PER BRUNSWICK
)UNTY TECHNICAL SPECIFICATIONS
(ONLY IF SHOWN ON THE PLAN
SHEETS OR AT THE DISCRETION
OF BRUNSWICK COUNTY)
"VALVE BOX ADAPTOR II"
BY ADAPTOR, INC.
OR EQUAL
OPEN -CUT PIPE
NOTE 3
SEE NDIE 4 (TYPICAL
EACH ENO) 10' MAX SPACING FOR BORE PIT
EPTH MEASUREMENT
PAVED
ROADWAY PAVEMENT EDGE 0< EXIST GRADE
- - ;-��
A � N01E 1 NOTE 1 b34
CABLES, WTR/ SWR CABLES, WTR/ SWR
LINES, TYP UNES, TYP
HORIZONTAL DIRECTIONALLY DRILLED PIPE
(CLASS 350 DIP, HOPE DR9 OR FUSIBLE PVC
(DR18); SEE SIZING CHART)
CUT PIPE
TRANSITION ASSEMBLY
IRED) (SEE DETAIL)
Too
0�
HDPE/MJ TRANSITION ASSEMBLY
WS-4A
BUVALVE - PLUG, GATE, OR
TTERFLY, PER
BRUNSWICK COUNTY
TECHNICAL SPECIFICATIONS
(ONLY IF SHOWN ON PLAN
SHEETS OR AT THE
CONCRETE "ISOLATION" THRUST
-BLOCK DISCRETION OF BRUNSWICK
COUNTY)
I
3'
M-J ADAPTER
+
BELL & SPIGOT JOINT
'7
do
•F�- ANCE VARIES-
20' MINIMUM
OR AS APPROVED BY
�- BRUNSWICK
DIRECTIONAL
DRILL
_
"COUNTY
DETAIL WS-4
T
�NIPE
RESTRAINED JOINT (SEE NOTE 9)
PIPE
DUCTILE IRON PIPE OR RESTRAINED JOINT PVC (MEGALUG)
BLOCK WHICH TRANSFERS IT INTO THE SOIL
WTH THE ASSEMBLY REMAINING STATIONARY.
THIS PREVENTS THE UP -STREAM D.I. SUP
JOINT FROM BEING PULLED APART.
NOT REQUIRED FOR FUSIBLE PVC OR HDD DIP
EXISTING
GRADE HDPE/MJ TRANSITION ASSEMBLY
WS-46
ADJUSTABLE CAST
IRON VALVE BOX
36" MIN
BEND ANGLE TO
PE PVC TO
BE DETERMINED
PER ACTUAL
RESTRAINED
FIELD CONDITIONS
TO MJ BEND
•.'
PVC PIPE TO
8E
PVC OR DIP
.'
DIP °
RESTRAINED
TO MJ BEND
MJ BEND
PVC TO BE
RESTRAINED
p'DGp
pp
TO MJ VALVE
hO QQq-
A
WRAP AROUND '
PIPE WITH #7
DEFORMED BARS -
5.5" CIA
2.5'
OPEN -CUT PIPE TO FUSIBLE PVC
OR HDD DIP TRANSITION ASSEMBLY
WS-4C
FLOW
NOTES:
1. AN AS -BUILT PLAN AND PROFILE SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH
DIRECTIONAL BORE SECDON BY THE DIRECTIONAL BORE CONTRACTOR. THIS SHALL
INCLUDE ACCURATE HORIZONTAL AND VERTICAL DIMENSIONS AND SHALL MEET OR EXCEED
NCD T VERTICAL REQUIREMENTS FROM HUD PIPE TO EDGE OF PAVEMENT.
2 Al BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER COUNTY STANDARDS
AFTER INSTALLATION, AND PRIOR TO CONNECTION TO THE OPEN CUT WATER/SEWER
UNE. A FINAL TEST WILL BE A PART OF THE TOTAL MAIN UNE SYSTEM TEST.
3. LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, NUMBER OF
HDD PIPE JOINTS, LOCATION OF DRILL MACHINE, AUGER ENTRANCE LOCATION AND DE -IN
POINTS ARE TO BE APPROVED BY COUNTY PRIOR TO ANY START OF WORK.
4. ON CONVENTIONAL HIGHWAYS, AS A MINIMUM, THE HOD PIPE SHALL EXTEND M THE
SHOULDER BREAK OR 10 FEET BEYOND THE EDGE OF PAVEMENT ON FILL SLOPES,
WHICHEVER IS GREATER; 3 FEET BEYOND THE DITCH UNE IN CUTS; AND ON CURBED
SECTIONS TO THE BACK OF THE SIDEWALK AREA. ON FREEWAYS, EXPRESSWAYS, AND
07HER CONTROLLED ACCESS HIGHWAYS, THE HOD PIPE WILL BE REWIRED TO EXTEND TO
THE ACCESS CONTROL UNES. TO THE OUTSIDE OF FRONTAGE ROADS. OR A SUFFICIENT
DISTANCE TO ALLOW FOR FUTURE HIGHWAY IMPROVEMENTS, OR AS REQUIRED BY ME
NCDOT ENCROACHMENT AGREEMENT.
5. THE BORE DEVELOPED FOR THE DIRECTIONALLY DRILLED PIPE SHALL BE KEPT AT A
MINIMUM DIAMETER FOR THE PIPE INSTALLATION. THE AUGER HEAD SIZE SHALL BE
APPROVED BY THE COUNTY PRIOR TO THE START OF WORK.
6. HOI2IZONTAL DIRECTIONAL DRILL OF NCDOT STATE ROADS TO BE APPROVED BY NCDOT
PRIOR TO CONSTRUCTION. PIPE MATERIAL AND THICKNESS MAY VARY.
7. THE CONTRACTOR SHALL ALLOW SUFFICIENT LENGTHS OF PIPE TO EXTEND PAST THE
TERMINATION POINT TO ALLOW FOR CONTRACTION. PULLED HDD PIPE SHALL BE ALLOWED TO RELAX
A MINIMUM OF (48) HOURS 48 THE AMOUNT OF TIME RECOMMENDED BY THE MANUFACTURER PRIOR
TO INITIAL PRESSURE TEST AND MAKING CONNECTIONS.
B. FUSIBLE PVC HAS BEEN APPROVED FOR USE WITHIN NCDOT RIGHT-OF-WAYS
9. MINIMUM OF (3) RESTRAINED JOINTS ARE REWIRED UPSTREAM AND DOWNSTREAM OF
DIP/HDPE/NSIBLE PVC MJ ADAPTER ON EACH END OF THE HORIZONTAL DIRECTIONALLY
DRILLED PIPE UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY.
10. DIP NOT ALLOWED IN SEWER APPUCATION WITHOUT WRITTEN PERMISSION FROM
BRUNSWICK COUNTY.
Revisions
1.1 - DATED 3/102017
Mod WS-4C
1.2- DATED 123/2019
Mod NOTES
1.3 - DATED 3/14/2019
Mod NOTES
U
3
11+N+NWNWNW//
w w
ICI
/^
0
U
PA
Ial
E"I
W
A Od
w UO
�d
P4OR U
d ~
NOTES: r3 r/� W
1. THIS DETAIL IS A GENERAL SCHEMATIC SHOWING ISOLATION VALVE LOCATIONS AND AIR I•^� V/ & BOX O
RELEASE VALVES. aQyl 2. FINAL LOCATION OF PIPE APPURTENANCES SHALL BE COORDINATED WITH BRUNSNCK COUNTY VALVE &BOX
ALONG WITH PIPE MATERIAL AND METHOD OF CONSTRUCTION.
zPULL TRACER WERE
WRIER SURFACE I I -I 1 1 �W I I I INTO VALVE BOX r�aa5•,ryI
'\ AJ W
HOPE, DIP OR FUSIBLE PVC DIRECTIONALLY DRILLED PIPE
VALVE LOCATIONS FOR DIRECTIONAL DRILL OF
PIPE UNDER WETLANDS/WATER BODY
DETAIL WS-5
FLOW
AIR RELEASE VALVE (FORCE MAIN) OR
FIRE HYDRANT (WATER) AT HIGH POINT
FOR FLUSHING (PER DETAIL)
NOTE:
3 MINIMUM 10' LATERAL SEPARATION BETWEEN
3 rc WATER AND SEWER MAINS
I
I
TYPICAL SEWER LOCATION
(NORTH & WEST SIDE OF ROAD)
_ Rom__
I S
TYP
L-W-4+--
R/W
WATER VALVE (TYP.)
1. FOR NEW STREETS INSTALL VALVES AT THE
TANGENTS OF THE R/W INTERSECTION CURVES.
2. FOR EXISTING STREETS INSTALL VALVES AT
THE ENDS OF PAVED TRANSITION CURVES.
3. USE (2) VALVES AT TEE AND (3) VALVES
AT A CROSS
4. INSTALL WATERLINE PER NCDOT PERMIT
IN NCDOT RIGHT-OF-WAY
I
I
- -W- T -
R/W
TYPICAL WATER LOCATIOU
(SOUTH &EAST SIDE OF ROAD)
3 3 I
p I
PLACEMENT OF UTILITIES IN ROAD RIGHT-OF-WAY
AND INTERSECTION VALVE LOCATIONS
DETAIL W-10
BLOCKING DIMENSIONS
PIPE SIZED
UP TO 10"
4' - 0"
2' - 6"
1' - 6"
12" TO 16"
5' - 0"
4' - 0"
2' - 0"
18" TO 24"
8' - 0"
6' - 0"
3' - 0"
UNDISTURBED SOIL GRADE
A BACKFILL
- CONIC. BLOCKING -
.•'c .il 111 II ;� III e
III=III' I-
III
-III III-1 \ UNDISTURBED
SOIL
PLAN - BEND SECTION - PLUG
SEE SECTION FOR DEPTH 8 SEE PLAN FOR LENGTH A
NOTES:
1. 2500 P.S.I. CONK.
2. REMOVE LOOSE EARTH AND POUR AGAINST UNDISTURBED SOIL
3. BACKFILL TO EXISTING/FINISH GRADE AFTER CONCRETE
HAS CURED FOR 24 HOURS.
4. CONCRETE SHALL NOT COVER FLANGES, BOLTS, MECH-LUGS, RODS. ETC.
-III=1I1=1I �I I1=fl �I BACKFILL I I-
III- CONC. BLOCKING _
-III- =III.
UNDISTURBED SOIL
PLAN - TEE SECTION - BEND & TEE
SEE SECTION FOR DEPTH B SEE PLAN FOR LENGTH A
THRUST BLOCKS
DETAIL W-12
LID
I I I I I
FF
III -
"VALVE BOX ADAPTOR II"
BY ADAPTOR, INC. OR EC
I I
3/4" ALL -THREAD
STAINLESS STEEL DE
ROD (OUT TO LENGTH)-
- I I - F�-• OR MEGA -LUG
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF
MECHANICAL FITTINGS.
2. ALL TIE RODS AND NUTS TO BE
STAINLESS STEEL.
3. LENGTH OF PIPE SHALL BE
MINIMUM NEEDED TO INSTALL
FITTINGS. VALVE SHALL BE
BOLTED DIRECTLY TO TEE
WHENEVER POISSIBLE.
THRUST BLOCKING MECH.
JOINT CONNECTIONS
ROD REQUIREMENTS
BRANCH SIZE
NO. OF RODS
4"
2 EA.
6"
2 EA.
B"
4 EA.
12"
4 EA.
to"
6 EA.
20"
6 EA.
24"
24' CONCRETE VALVE
COLLAR, SEE DETAIL
NE
I I I I
-VALVE BOX
- GATE VALVE
THRUST BLOCK
III III
BRANCH STUB -OUT FOR FUTURE CONNECTION
(6-INCH DIA AND LARGER MAIN)
DETAIL W-11
1. NO CONCRETE SHALL BE C"
2500 P.S.I. MIN.
2, RnNFORCINB BARB THRUST
E.- BE DEFORMED COLLAR
AND TIED TOGETHER.
3. TRENCH 80TT01 IDTN IN
Manm OF THRUST
BLOCK(5) INS -DON - -
SHALL BE MINMUM
a. xaUNDISTURBED SOIL
iKnu TAMPED
5' IAYDiB.
-I- BAR < 6-
MIN. CLEAR.
REINFORCING REQUIREMENTS
REINFORCING BAR SCHEDULE
I.D. PIPE REBAR SIZE X' BAR LENGTH X" BAR WONT. 'Y' BAR LENGTH Y" BAR WCHT. N0. REOD.
6"-36" g5 2'-2'+1.D. PIPE 1.043 LBS/FT 1'-1- 1.1 LBS. EA. X-24.Y-12
48 1 #6 3'-0'+O.D. PIPE 1.502 LBS./FT 1'-3- 1.9 LBS EA.-24,Y-12
REINFORCING BAR SCHEDULE
I.D. PIPE 1 -A" 1 "B' 1 'C" - 6'-16'. 20'-24'. 30-36', 48"
fi -3fi i
48- 1 -8-4 1 -9 I8�
THRUST COLLAR FOR WATER MAINS
DETAIL W-13
1.1 -DATED 1232016
Mad. W-11 and
U
3
w
O
U
Bola 069
C X JDm
Revisions
1.1 - DATED 529/2013
Added Note 61D WS-6
1.2-DATED /23/2019
Added No I, WSb
& WS-7
COATED STEEL BAND OR STAINLESS
STEEL CASING SPACES AS SPECIFIED
R ROADWAY R
U
o � 3C
DO
PAVEMENT
FFW
3' MIN. ry�
36" MIN.
EXTEND CASING TO DITCH BACKSLOPE RESTRAINED
36" MIN. JOINT(TYP) 4S
IN CUT SECTION OR 10' BEYOCUT SECTION OR 10' BEYOND
EDID
GE OF PAVEMENT, WHICHEVER IS 8" SO BOTHAENDSY 0
GREATER
0.25" MIN. WALL
2'-0" 7'-0" 1 9'-0" 2'-0" 2'-0" THICKNESS
0.25" MIN. THICKNESS
0
STEEL CASING
18' JOINT OF D.I.
RESTRAINED JOINT 1" PVC
DUCTILE IRON PIPE CONDENSATION DRAIN
NOTE: THROUGH END SEAL
WITH #57 WASHED
1. ALL PIPELINES LARGER THAN 6' NOMINAL INSIDE DIAMETER INSTALLED BY BORING AND JACKING SHALL BE INSTALLED STONE FRENCH
WITH STEEL ENCASEMENT (0.250" MIN. THICKNESS.) DRAIN
2, ENDS OF CASING SHALL BE SEALED USING A MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY
ADVANCE PRODUCT SYSTEMS, INC., OR APPROVED EQUAL IN LIEU OF MASONRY FILL.
3. STEEL CASING SHALL EXTEND A MINIMUM OF 3' BEYOND BACK OF CURB, SIDEWALK, OR PAVEMENT EDGE. FOR
STREETS WITH A SHOULDER AND DITCH CROSS SECTION, CASING SHALL EXTEND TO BACK SLOPE OF DITCH IN CUT
SECTIONS OR TO 10' BEYOND EDGE OF PAVEMENT, WHICHEVER IS GREATER.
rA
4. WHEN CARRIER PIPE IS USED FOR CONVEYING LIQUID FLAMMABLE SUBSTANCES, VENT PIPES SHALL BE PROVIDED l
FROM ENDS OF CASING TO PROPERTY LINE. ra-I
••LIB,//
5. CASING PIPE SECTION JOINTS SHALL BE WELDED COMPLETELY AROUND THE CIRCUMFERENCE OF EACH JOINT, NO GAPS COATED STEEL BAND OR STAINLESS STEEL CASING d
INSULATORS A$ MANUFACTURED BY ADVANCE E"H
IN WELDED BEAD ALLOWED. CL RAILROAD PRODUCT SYSTEMS, INC., MODEL SS1, Sl; OR BY W
6. DIP NOT ALLOWED IN SEWER APPLICATIONS. CASCADE MODEL #CCS-905, OR BY SPIDER /1
MANUFACTURING, INC., MODEL SP-/ THRU SP-20 I -I
7. PER NCDOT: OR APPROVED EQUAL
O
�0
WELDERS MUST BE CERTIFIED TO MEET STATE REQUIREMENTS AS NOTED WITHIN THE NCDOT STANDARD SPECIFICATIONS W
FOR ROADS AND STRUCTURES (2012). UPON REQUEST, EVIDENCE OF SUCH QUALIFICATIONS SHALL BE FURNISHED TO T/) a
THE NCDOT DEPARTMENT ENGINEER OR HIS/HER REPRESENTATIVE. _•.J O �(
JACK AND BORE FOR ROADWAYS I �� w
F�ULy
DETAIL WS-6
5'-6" MIN.
d
Chi
3'-0" MIN.
a O
DUCTILE IRON PIPE
(MECHANICAL JOINT) STEEL CASING 8' SOLID MASONRY
FILL BOTH ENDS
2'-1' 1 7'- •• 9'-0"
16' JOINT OF D.I.
25' MIN. I
-
ALSO SEE THE "A.R.E.A. MANUAL FOR RAILWAY ENGINEERING - PART 5, PIPELINES" c
NOTE: 1. ENDS OF CASING SHALL BE SEALED USING A MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY s®�
ADVANCE PRODUCT SYSTEMS, INC., OR APPROVED EQUAL IN LIEU OF MASONRY FILL.
2. MINIMUM WALL THICKNESS FOR STEEL CASING FOR E80 LOADING SHALL BE AS SPECIFIED IN TABLE 5.1.4.1
OF THE AMERICAN RAILWAY ENGINEERING ASSOCIATION (A.R.E.A.) MANUAL.
3. WHEN CARRIER PIPE IS USED FOR CONVEYING UQUID FLAMMABLE SUBSTANCES. VENT PIPES SHALL BE PROVIDED
FROM ENDS OF CASING TO PROPERTY LINE AS SPECIFIED IN SECTION 5.1.5.5 OF THE A.R.E.A. MANUAL.
4. RAILROAD OWNER (CSX, NORFOLK SOUTHERN, ETC.) WILL PROVIDE MINIMUM DESIGN CRITERIA.
5. DIP NOT ALLOWED IN SEWER APPUCATIONS.
JACK AND BORE FOR RAILROADS
DETAIL WS-7
30F7
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
FINAL DESIGN
NOT FOR CONSTRUCTION
50 0 50
100
10 0 10
20
1 INCH = 50 FT HORIZ
1 INCH = 10 FT VERT
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i''''% A`
Q�pF !ES
O
SL G -
0 8
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, INC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE : 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
UTILITY DETAILS - 1
NOTE: STANDARD BRUNSWICK COUNTY UTILITY DETAILS
PROVIDED FOR REFERENCE. ALL DETAILS MAY NOT APPLY
TO SUBJECT PROJECT.
PROJECT NUMBER SHEET NUMBER
839-05 C-501

Revisions
1.1 -DATED 7/152015
10
�7 WASHED STONE
1.2-DATED3/102017
.2-DA E133/10I
Revise WS-9
-
1.3 - DATED 7/312018
SEWER, RECLAIMED OR WATER
Revise WS-11
MARKED ON COVER
PRE -CAST REINFORCED
CONCRETE VALVE BOX
COLLAR MAY BE OMITTED
_
IN PAVED SECTIONS
GRADE TO BE ESTABLISHED TO
_
CAST IRON COVER ALLOW FOR DRAINAGE AWAY FROM
CONCRETE COLLAR
W
DNISHED GRADE
<I
- '-
NOTES:
-14"{-
LOCATE WIRE TO EXTEND OUTSIDE
-MARKER HAS HIGH IMPACT RESISTANCE DUE TO HIGH FLEXIBILITY.
OF VALVE BOX, BEND ENDS OVER
TWO FLAT SURFACES ARE PROVIDED FOR ANY DECAL APPLICATION NEEDED.
PLAN VIEW
UP OF VALVE BOX BEFORE n
V -MAY REQUIRE A SMALL PILOT HOLE IN CERTAIN SOIL CONDITIONS BEFORE INSTALLATION.
V
INSTAWNG UD
A -ONE POST TO BE INSTALLED FOR EACH VALVE LOCATED OUTSIDE OF THE PAVEMENT.
p
-CONCRETE COLLAR +{
-
"VALVE
L -WITNESS POST TO BE INSTALLED AT THE EASEMENT EDGE.
POST REQUIRED FOR FIRE HYDRANT ISOLATION VALVES.
L
6.
BOX ADAPTOR II" BY 3
ADAPTOR, INC. OR EQUAL
V -NO
E
V
E
M
M
U
N HN1
R 2'MIN
R
~
3000 P.S.I. TIN
VALVE AS SHOWN ON
K
K _
✓K
CONCRETE IN
TRACER WIRE PLANS (MEGA LUGS/
GRIP RINGS REWIRED)
E
E
BE RESTRAINT (SEE NOTE 5)
(MEGALUG OR APPROVED
EQUAL) REQUIRED ONE _ _
JOINT EACH SIDE OF BELL RESTRAINT
VALVE a (MEGALUG OR APPROVED
R
WATER OR SEWER
I FOR WATER VALVE
W
FOR SEVER
(USE 'R' FOR
R
I
S
POURED IN PLACE GONG EQUAL) REWIRED ONE
W/ RE REQUIRED z__.0 JOINT EACH SIDE OF
24" CONCRETE VALVE RECLAIMED)
COLLAR (TYP)
DOWNS SUPPORT
BARS) FOR 10 AND VALVE
w
CROSS SECTION
LA
LARGER VALVES CON SUPPORT; PRECAST BLOCKS
MAY BE USED FOR LESS THAN 10' VALVES
O
NOTES:(FIELD
CONDITIONS MAY REWIRE ADDITIONAL RESTRAINTS) I
-III
-II-III -`
-I I I I
I I I I- I I I I M I -I I I I
7t-,
1. UNRESTRAINED SEWER LINES ON 20% SLOPE OR GREATER SHALL BE NCHORED SECURELY WITH CONCRETE
COLLARS. MINIMUM 1 CONCRETE COLLAR PER PIPE JOINT. ADDITIONAL COLLARS MAY BE REWIRED BY
ENGINEER.
NOTES -I
1. TOP OF VALVE BOX AND COLLAR SHALL BE PAINTED GREEN FOR SEWER FM, PURPLE FOR RECLAIMED WATER, ----
-I
-I -I -I -I_` _I
---IIII- I I -III -I I-II{--.�
2. COLLARS FOR AN (PIPING) CONTROL FOR PIPELINES CONSTRUCTED THROUGH WETLANDS SHALL BE
AND BLUE FOR WRIER. -
III -II
I
-III-III-III-III-III-III-III-III-III-III-III-
FFJJ
INSTALLED AT LOCATIONS SHOWN ON THE PLANS.
2. EXTENSION STEM WILL BE REQUIRED TO BE WITHIN 2 FEET OF THE SURFACE IF OPERATING NUT WOULD I -III
-III
-III
-III -III -III -III -III -III -III -III -III -III -III -III -III-
_
I
O
OTHERWISE BE OVER 5 FEET BELOW GRADE. EXTENSIONS SHALL BE PERMANENTLY ATTACHED TO VALVE NUT
U
AND SHALL BE PROVIDED IWTH HORIZONTAL SPACERS FOR VERTICAL ALIGNMENT WITHIN THE VALVE BOX.
PIPE COLLAR DETAIL
3. MINIMUM CLEARANCE TO EXTENSION IS 8'.
WS-8
4. WIRE COLORS REWIRED: SEWER-GREEN/WATER-BLUE/RECLAIMED WATER -PURPLE OR GREEN WITH PURPLE
VALVE MARKER IN EASEMENTS (UNPAVED
STRIPE
DETAIL WS-1 O
5. 12 GA. COPPERHEAD SUPER FLEX TRACER PARE OR APPROVED EQUAL.
VALVE BOX
DETAIL WS-9
[�
d Z
w
O
I BELL I
F- 6' � _ O.D.
411111rqW
U O
NOTES:
-`(-
w0
�+ U/ U
1. VALVE MARKER TO BE INSTALLED UPRIGHT WITH THE
'MV
BELL
CAST FACING THE NEAREST STREET.
2'0 STAMPED BRONZE INSERT WITH TYPE
(WATER-W, SEWER-S, RECLAIMED-R),
C' - C
'�
O.D.
6" MIN.
S.
PIPE BELL
Q
2. DIRECTION AND DISTANCE MUST BE ETCHED OR STAMPED
INTO THE BRONZE INSERT. DISTANCE, & DIRECTION TO VALVE
-
2
P
F4-I
3
T�
3. ONE POST TO E INSTALLED FOR EACH VALVE LOCATED
'MV
_:1O
V.
2500 PSI CONCRETE (MIN)
.a V l
OUTSIDE OF THEEPAVEMENT. 4" HIGH CAST
I NTO POST
6
5"
� �N
� f.
4. VALVE MARKER TO BE INSTALLED AT THE RIGHT OF
?.
LL1
WAY. R/W
,C
4 - /5 HORIZ. .
•
/4 STIRRUPS O 18"
z
5. NO VALVE MARKER REQUIRED FOR FIRE HYDRANT
ISOLATION VALVES.
5" SECTION "A"
A"
CJ �(
6. PAINT VALVE MARKER USING STANDARD LOCATING
h
M
COLORS:
O) WATER - BLUE
m
6MIN.
W
b) SEWER - GREEN
er
c) RECLAIMED - PURPLE
2' MINIMUM 3 TYP
A
v
D.IN
w� m 12
VALVE BOX & COVER TYP. FINISHED GRADE 4' 6"
MIN ST TAP-]
NEAREST AP
6' MIN
UNDISTURBED
ON ALL SIDES EARTH
Snk:
7-1/2" MIN IN UNPAVED AREAS
By JU M
�.? .L,. u.0 J?.
J U
Chcketl By WLP
W-�:. <--
- --------------- --
-
---- CONCRETE ENCASEMENT DETAIL
16"-18"
NOMINAL
24" CONCRETE - BURY
COLLAR
' CONCRETE VALVE MARKER I1 C3 J (, J.
VALVE MARKER IN RIGHT OF WAY (PAVED
CONCRETE ENCASED PIPE
DETAIL WS-11
DETAIL WS-12
4OF7
NOTE: STANDARD BRUNSWICK COUNTY UTILITY DETAILS
PROVIDED FOR REFERENCE. ALL DETAILS MAY NOT APPLY
TO SUBJECT PROJECT.
Revisions
1.1 -DATED U162014
Remm'ed WS-20
SST CHECKERED PLATE
FLUSH NTH SURFACE
SST FRAME
BENT 5/16' SST ROD, DRILL AND TAP FOR
5' RECESS INTO PL WHEN 3/8'0x5/8" LG SST RAT
- AT REST HEAD MACHINE SCREW I
23-1/4"
CUTOUT IN PL AS REQUIRED
ANCHOR LUG018
1 1/4% /8- NEOPRENE
BONDED TO FRAME
/ .
1 4 ALUMINUM
MIN TWO EACH SIDE, TYP
DE
CONTINUOUS AROUND
DIAMOND PATTERN
PUTS COVER
SST STIFFENER ANGLE AS
REOD WELDED TO CHECKERED
1/8- OPENING
AUTOMATIC HOLD
OPEN ARM
j
PL, (SEE SPECS)
2'x3/16' SST BAR
HEAVY DUSTANUESS TYFORGED
DIA HOOK S.
STEEL
FALL THROUGH SAFETY GRATING
NG
31WO SST HEX NUT
W/ISTAINLESS STEELPINS
Fx4
REQUIRED AT ALL OPENINGS
CABLE HOLDER
U
STANDARD
WATERTIGHT
SECTION
_
',3-I/2"
I"I
3
F
ANGLE LENGTH
HINGES AT 3'-0' MAX OU
A
RAT HEAD MACHINE SCREWS
AT CORNERS AND AT 24" MAX
HINGE
W
�ENING
SPACING ALL AROUND OPENING,
MATERIAL: S.S. 316 UNIVERSAL
O
�� REQUIRED ONLY WHERE INDICATED
ON DRAWINGS AS A BOLTED OR
" r - - ��^�� WATERTIGHT ACCESS HATCH
INTERMEDIATE GUIDE BRACKET
WITH 1-1/2' RAILS
^
USF IGB15 OR EQUAL
m
;^^ A 8
STAINLESS STEEL^
I`
CHECKERED PLATE V-10 DIAMETER q8• 36'
F•+
I (SEE SPECIFICATIONS) I NETIVELL
O
$
` � 12' AND LARGER
DIAMETER WETWELLS 48" 48"
AND VAULTS
`v
LIFT HANDLE WITH
PLATE SHALL HAVE MIN 1-1/2'
LOCKABLE HASP
BEARING ALL AROUND
1/2- DIA SS. NUT,
PLAN
TIP OF 2
6-1/2"
�I
ACCESS HATCH
DETAIL WS-17
BRACKET DETAIL
Q
N
ITa
Q
O�
UO
w
�0
NOTES;
pC, 4, LU uFIy
1. TAPPING SADDLES ARE NOT ALLOWED WHEN CONNECTING MAIN
NOTES:
ICI W
DIAMETER IS 50% OR LARGER THAN EXISTING MAIN TO BE TAPPED.
1. TAPPING SADDLES ARE NOT ALLOWED WHEN CONNECTING MAIN
Q
2. USE STAINLESS STEEL ROMAC, FORD, OR MUELLER TAPPING SLEEVES
DIAMETER IS 50% OR LARGER THAN EXISTING MAIN TO BE TAPPED.
FOR TAP SIZES 4" - 24".
2. USE WIDE BAND BODY TAPPING SADDLES BY ACIPCO, US PIPE, OR
3. USE STAINLESS STEEL TAPPING SLEEVES BY DRESSER. CASCADE. AND
M.J. WITH RESTRAINING GLAND
EQUAL, PER BRUNSWICK COUNTY TECHNICAL SPECIFICATIONS.
M.J. WITH RESTRAINING GLAND
I••� Z
F-I
JCM FOR TAPS ON MAINS 30' AND GREATER.
3. ALL HARDWARE (BOLTS, NUTS, ETC) FOR ALL TAPPING SADDLES
4. ALL HARDWARE (BOLTS, NUTS, ETC) FOR ALL TAPPING SLEEVES
SHALL BE 304 STAINLESS STEEL
TAPPING VALVE - MUELLER T-2360-16, AVX SERIES 25
W
SHALL BE 304 STAINLESS STEEL.
TAPPING VALVE - MUELLER T-2360-16, AW SERIES 25
O (O2 APPROVED EQUAL)
4. DEPTH FROM GROUND SURFACE TO TOP OF BLOCKING SHALL BE
O
(OR APPROVED EQUAL)
z
w
5. DEPTH FROM GROUND SURFACE TO TOP OF BLOCKING SHALL BE
GREATER THAN HEIGHT OF BLOCKING
FLANGE JOINT
/
GREATER THAN HEIGHT O BLOCKING.
O FLANGE JOINT
WIDE BAND BODY TAPPING SADDLE
II�YI,
M.J. TAPPING SLEEVE
STAINLESS STEE
FASTENERS
STAINLESS STEEL
- -
SADDLE STRAPS
ove
seek:
n5
dS a
-
TNDARD THRUST BLOCK-
STANDARD THRUST BLOCK
d
d'
d
d
TAPPING SADDLES & VALVE ASSEMBLY
TAPPING
SLEEVE &VALVE ASSEMBLY
DETAIL WS-19
DETAIL WS-18
601
RevJSJons
1.1 - DATED 7/122013
Mod WS-16
1.2 - DATED 3/102017
Mod
TRACER PARE TO EXTEND OUTSIDE
OF VALVE BOX, BEND ENDS OVER
12 1.3 -DATED 32019
TED l
Mod WS-I5
UP OF VALVE BOX BEFORE
INSTALLING UD
PIPE O.D. PLUS 6'.
-
' • • • • d n .. • •
PIPE SIZE AS SHOWN ON PLANS.
3/8" x 2" STAINLESS STEEL
STRAP WITH 2-1/2" LEG
VARIES
PROVIDE CUSHIONING INSULATOR BETWEEN
1/2' STAINLESS STEEL
1/2- STEEL ANCHOR PIPE & STEEL STRAP AND BETWEEN PIPE
BOLT WITH 4' & CONCRETE CRADLE
ANCHOR BOLTS
PROJECRON AND NUT CRADLE FORMED TO FIT
BOTTOM THIRD OF PIPE
__
CONCRETE
PIER
N4IE5,
4 - 04 BARS BENT
I 5 A
A
1. PROVIDE TRACER WIRE ON ALL NON-FERROUS
3. ---- A
W
PIPELINES
�, >`
u
2 TRACER WIRE NOT REWIRED ONFIRE
HYDRANT ISOLATOR VALVES
p3 BARS O IY O.C.
STEEL PIPE
__
NOTES:
-CONCRETE SHALL BE 3,000 P.S.I. MIN.
I�-I
APPROX. GRADE I t A ENCASEMENT
19 WITH SEALED ENDS
3/8" x 2' STAINLESS
---�
STEEL SIRAP WITH 2-1/2' LEG
E/]
'VALVE BO% ADAPTOR IP BY
O
3' 31W x Y STAINLESS STEELRESTRAINED
PIPE REWIRED NT STRAP WITH 2-1/2' LEG
PLAN VIEW
z
ADAPTOR, INC. OR EQUAL
'COPPERHEAD
L�1
F- -I �
�M
12 GA.. SUPER FLEX'
TRACER WIRE (OR APPROVED EQUAL)
1 TAPE
VARIABLE -+-
w
D AROUND TWICE
WRAPPED
NRPPPED AROUND TWICE
WMTH
O b
I~ 10 MAX.
1/2' ANCHOR BOLT 7-0'
END VIEW 4' PROJECTION AND NU RESTRAINED JOINT
WITHIN 2-FT OF PIER
A A
NOTES: 9'
CONCRETE PIER
4 - /4 BARS
VERT. (BENT)
1. PIERS OVER 3'-0' IN HEIGHT TO BE APPROX. GRADE
II ----AY
REINFORCED.
O
2. SET PIPE BOTIOIA A MINIMUM OF 2' ABOVE THE i
3'
U
NOTE:
TRACER WIRE AT VALVES I. WIRE COLOR REQUIRED
25 YEAR WATER SURFACE ELEVATION.
3. CAST -IN -PLACE CONCRETE SHALL
BE FIELD TESTED.
-
• SEWER GREEN
DETAIL WS-13 WATER -BLUE
4. AT A MINIMUM, ONE PIER MUST BE INSTALLED
/3 BARS O 12' O.C.
• RECLAIMED WATER -PURPLE OR
GREEN WITH PURPLE STRIPE
EVERY 20-FT OR AS DIRECTED BY THE ENGINEER.
5. ENGINEER SHALL VERIFY FOUNDATION REQUIREMENTS,
REBAR SIZE, AND ALL OTHER DIMENSIONS.
6. SEWER PIPE MUST BE DR-18 C900 AND ENCLOSED WITH
STEEL CASING WITH SEALED ENDS.
7. WATER PIPE MAY BE DIP OR DR-18 C900 WITH STEEL
"A
CASING WITH SEALED ENDS. SIDE VIEW
SECTION -A"
AERIAL PIPE CROSSING
a [�
DETAIL WS-15
S
SIPHON BREAK
O
HOg' LOCKING DEVICE
HOSE BIB SHALL ACCOMMODATE �
STANDARD 3/4" GARDEN HOSE.
^
U
3,,�,//
TOP OF SLAB
F4
SET COLLAR 1'
W O v
( I "` APPROVED
ABOVE FINISHED
w ~ Fvk�ry.I
1'x1' MIN PAVER IF
LOCATED IN GRASS AREA -- BACKFLOW.
AS REQUIRED
TOP OF X
W
Q
I O N 5]
LEVEL W/COLLAR
W
3
WASHED STONE m
To 1 1/2' RECESS.
O
r
--- ---- - METER
- ]
A A
lo"
NON -TRAFFIC
FINISHED GRADE
NOT REQUIRED IN
PAVED SECTIONS
Fa Vl
ISO
� ----- - - -�
�12
e
M
LOCKABLE YARD HYDRANT
VALVE Box
DETAIL WS-14
Soak I NPS
a"n By JUM
ACM
24" DIA.
ked By. WLP
PLAN
SECTION A -A
PRECAST CONCRETE VALVE BOX COLLAR
DETAIL WS-16
5OF7
Revisions
EXISTING GROUND
],I - DATED 7/12/2013
1.2-DATED 1/16/2014
SLEEVE CASING IF PVC
13-DATED 1/23/2019
I.4-DATED ]/16/2019
STEEL CASING PIPE
AND LESS THAN 18'
AT CROSSING
I.5 - Dn r2/1
WS & WS Mod M'-20 & -21
3 FEET MIN.
WITH SEALED ENDS
SEWER (DR-18 C900 PREFERRED)
FOR PVC / HOPE
WATER LINE
PLACE STONE TO SPRING LINE
PLACE STONE TO SPRING LINE
OF PIPE IF LESS THAN 1W
OF PIPE IF LESS THAN 18'
SEPARATION
SEPARATION
O O OTHERWISE COMPACTED SOIL
O O OTHERWISE COMPACTED SOIL
18' CLEARANCE REQUIRED OR AS WATER/SEWER PRESSURE PIPE
WATER LINE (DR-18 C900 OR DIP) 18' MIN EWER C900 PREFERRED) ° 18 MIN
APPROVED BY BRUNSWICK COUNTY
45 DECREE MAXIMUM
ONE JOINT FROM RESTRAINED JOINT FITTING
BEND (TIP.)
W
r
---------------
F�
STORM WATER CULVERT INVERT
OR DITCH BOTTOM AS
DETERMINED BY CULVERT
STONE BEDDING STEEL CASING PIPE
WITH SEALED ENDS IF
NECESSARY
STONE BEDDING STEEL CASING PIPE
WITH SEALED ENDS IF----Ji
NECESSARY
NOTES18':
,cy
MIN. CLEARANCE FOR SEVER FLOW UNITS
NOTES1.
SOIL REPLACED UNDER THE WATER MAIN SHALL
M
w
OR
OR ENGINEER. SOLUTIONS
( PER 2T RULES (NOTE 2) 12" MIN. CLEARANCE FOR WATER
car
1. BOTH THE WATER MAIN AND SHE SEVER MAIN
FERROUSSHALL BE
FOR A
EQUIALLENTTO WAMATERIALS JOINTS TER MAIN STAND
COMPACTED.
2. IF IF THE WATER MAIN CROSSES AT LESS S
ABOVE THE SEWER MAIN BOSH THE WATER
MADS
MAIN AND THE SEWER MAIN SHALL BE FERROUS
�Ty
C)
L
MINIMUM DISTNCE OF 10 FEET ON EACH SIDE
MATERIALS WITH JOINTS EQUIVALENT TO WATER
-7P
E^P
OF THE CROSSING.
2. ALTERNATIVELY, PIPES MAY BE SLEEVED WTIN
MAIN STANDARDS FORA MINIMUM DISTANCE
10 FEET ON EACH SIDETHE CROSSING, OR
RESTRAINED JO EQUIVALENT
MEG-A-LUG OR EQUIVALENT
FERROUS MATERIALS FOR A MINIMUM DISTANCE
THEY MAY HAVE FERROUS SLEEVES PUS
Fy
AS MANUFACTURED BY
OF 10 FEET ON EACH SIDE OF THE CROSSING
AROUND THEM AS APPROVED BY BRUNSWICKIR
IRON, ROMAC, SMITH-GLAIR,AIR,
AS APPROVED BY BRUNSWICK COUNTY
COUNTY ENGINEERING.
ETC.
ENGINEERING.
WATER/SEWER
O
SEWER CROSSING ABOVE WATER LINE
SEWER CROSSING BELOW WATER LINE
U
RESTRAINED JOINT REQUIRED
NOTES:
SEWER OFFSETS
ABOVE
1. USE STAINLESS STEEL THREADED RODS, MEGA -LUG OR APPROVED EQUAL FOR JOINT RESTRAINT.
AND BELOW WATER MAINS
2. SEWER REWIRES DR-18 C900 UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY,
DETAIL WS-21
3. WATER MAY BE DIP OR DR-18 C900 PIPE.
DITCH AND/OR STORM DRAIN CROSSING
OFFSETS BETWEEN WATER/SEWER
PRESSURE MAIN AND STORM DRAIN
a
.,
Q
DETAIL WS-20
w
ELECTRONIC
TEE, PATH MARKING: PLACE
NT TO
MARKERS CLAND
MARKER TEE OR
BALL, TYP ELECTRONIC LATERAL LATERAL
T/•�
CROSS, ABOVE GROUNDARKS
OR SUCH AS TELEPHONE POLES,
,A�,/ O
W
BALL MARKER
1.
MUST MAINTAIN LINE OF
SIGHT BETWEEN POINTS.
W
i l a
DEPTH < 20 FEET - CLASS "A" BEDDING
v
W
• UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW PIPE
• FILL PIPE TO SPRING LINE WITH NO. 57 STONE
TOP PLAN
FT•I
DEPTH > 20 FEET -CLASS "B" BEDDING
ARTS
0
• UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW PIPE
S
p4U u
• FILL TO 6 INCHES ABOVE PIPE WITH NO. 57 STONE
ELECTRONIC
MARKER BALL,
POINT
jL1 h.I
INSTALLATIONS THAT EXCEED 20 FEET DEPTH SHALL BE
MINIMUM OR PER MANUFACTURERS
TYP UTILITY GAS
CROSSING
F.I Fly
E-I
MENDEND ATIONS
RECOMMENDATIONS
RECOM
/
\��\�.`
RAILROAD
CROSSING
18" MIN 24" NO I
48' MAX
FINAL GRADE
®
® ROAD �
6" MIN CROSSING
BENDS
WATER
W
SLOPE WALLS TO ANGLE OFFINAL
GRADE
• CROSSING
re•,
V
REPOSE OF SOIL OR AS
SECTION
TYPE 1 OR 2 FINAL BACKFILL APPROVED BY THE ENGINEER
PER BRUNSWICK COUNTY
NTS
SPECIFICATIONS
A RAL BACK LL \
CAPPED CHANGE IN
\/
GGED PIPE
1
3" MIN.
36" MINIMUM
END
DIAMETER
Uak. B
TYPE 1 INITIAL BACKFILL �Y - /
DEPTH OF BURY
NOSES 1
ARC - PLACE
ELECTRONIC BALL SHALL BE
CHANGE IN
PIPE TYPE CASING ENDS
Sale: ARTS JUM
PER BRU SPEC
SPECIFICATIONS // \�/j\\ O.D.
=
1. MARKER MATERIALS AS MARKER
FOLLOWS: EVERY 25 FT
OF DEFLECTION
aw By
eroe<wed ByWLP
/\/
\ \
\//
ELECTRONIC MARKER, MODEL \
WATER - 3M SCOTCHMARKDIAMETER,
CLASS A OR B BEDDING PER '
BRUNSWICK COUNTY
p 1403-XR, 4-INCH DIAMETER, BLUE
b. SEWER - 3M SCOTCHMARK ELECTRONIC MARKER, MODEL
DIP PVC
_� \
SPECIFICATIONS / / 6" MIN.
\
/
# 1404-XR, 4-INCH DIAMETER, GREEN
O.D.
e. RECLAIMED WATER - 3M SCOTCHMARK ELECTRONIC
STABLE FOUNDATION / //\%/\
MARKER, MODEL M 1408-XR, 4-INCH DIAMETER, PURPLE
\\\\
MATERIAL // /\//\ \ /\
2. PLACEMENT SHALL CONFORM TO DETAILS ABOVE. FOR
TOP PLAN
FOUNDATION
O.D. 6" MIN. STABLE FOUN
FURTHER GUIDANCE, REFER TO BRUNSWICK COUNTY
"ELECTRONIC
MDATION
TECHWCAL SPECIFICATIONS SECTION TITLED
NTS
MARKER BALLS FOR WATER AND SEWER FORCE MAINS".
NOTES
8' MIN.
1. REFER TO THE BRUNSWICK COUNTY TECHNICAL SPECIFICATIONS FOR
BACK LL
2. PIPE SIZE ASDINDCATEID NG ONEPLANS ENTS WATERMAIN AND/OR SEWER FORCEMAIN (PRESSURE PIPE)_
PIPE
TRENCH/BEDDING DETAIL
ELECTRONIC MARKER
DETAIL WS-22A
BALL PLACEMENT DETAIL
GRAVITY SEWER
DETAIL WS-23
PIPE TRENCH/BEDDING DETAIL
DETAIL WS-22
70F7
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
FINAL DESIGN
NOT FOR CONSTRUCTION
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
,0\1111111111///
CARO�i''''% A`
Q�pF !EESO
SL G -
Q 8
IN X\P�,\�,.
G Fw T
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, INC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
UTILITY DETAILS - 2
PROJECT NUMBER SHEET NUMBER
839-05 C-502

FINAL
BACKFILL
FINISHED GROUND
UNDISTURBED
EARTH.
WARNING TAPE
FINAL
BACKFILL
INITIAL %/ DETECTION WIRE INITIAL
BACKFILL �/ % BACKFILL \/
SPRING LINE
HAUNCHING ��i\ I �BFDDING HAUNCHING
TAMP WELL UNDER -
BOTTOM HALF OF PIPE
NOTES:
FI F't
TYPICAL PIPE BEDDING
(DRY LOCATIONS)
TAMP WELL UNDER j,\�j/ // I /
BOTTOM HALF OF PIPE 12" O.D. OF
PIPE
±4' WIDTH
W
FINISHED GROUND
UNDISTURBED
EARTH.
WARNING TAPE
DETECTION WIRE
6" STONE
STONE PIPE BEDDING
(WET LOCATIONS)
BEDDING
1. CONTRACTOR SHALL ONLY PLACE STONE BEDDING IN LOCATIONS APPROVED BY THE ENGINEER AND BRUNSWICK COUNTY.
2. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
3. ALL BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS
4. PROVIDE DETECTION WIRE/WARNING TAPE PER SPECIFICATIONS.
5. PROVIDE ELECTRONIC MARKER BALLS PER PROJECT SPECIFICATIONS.
WATERLINE BEDDING
NTS
m
INTAKE
HOSE
FILTER BAG CLAMP PUMP
(TYP)
DISCHARGE
HOSE
PLAN VIEW
HEAVY DUTY
LIFTING STRAPS
(RECOMMENDED)
PUMPED WATER FILTER BAG
WELL VEGETATED CLAMP
GRASS AREA (TYP) (TYP)
FILTER
SuOpE
FILTER FABRIC
15.0'TO20.0'
ELEVATION VIEW
8"OF#5OR
#57 STONE
NOTES:
1. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND
GEOTEXTILE AS DIRECTED.
2. SEE 2018 NCDOT STANDARD SPECIFICATIONS, SECTION
1639, FOR ADDITIONAL SPECIFICATIONS AND MAINTENANCE
CONSIDERATIONS.
INTAKE
HOSE
DISCHARGE
HOSE
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
FINAL DESIGN
OR CONSTRUCTION
LF
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, INC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
UTILITY DETAILS - 3
DETAILS
NTS
PROJECT NUMBER SHEET NUMBER
839-05 C-503

C
_
03
� o�1001111111111111000000000
o�
WV
— — — — RW — — — — — RW— — — —
0 4 8 12
1 INCH = 4 FT HORIZ
ENLARGED VIEW - 1
1"=4'
FROM
METER/VALVE
VAULT
8" RECLAIMED
WATERLINE
FO amawammmummum
FO
FO � — —
METER/VALVE VAULT FO
(SEE DETAIL THIS SHEET) FO
FLOW CONTROL VAULT #1
(SEE DETAIL THIS SHEET)
TO LEVEL
CONTROL
VAULT #1
AND TO
POND #1
A( A
36" HDPE
Q
—Rvv— I E ± 47'
(APPROX. 24" SUMBERGED)
REMOVE EXISTING 8" REUSE
LINE AS REQUIRED FOR
CONSTRUCTION
0cII X/ 0cII Ai%i-%rnn "ATi%"
POND #1 LEVEL CONTROL VAULT - PLAN VIEW
GROUND ±53.5'
FROM
METER/VALVE
VAU LT
8" RECLAIMED
WATERLINE
6" EXTENDED -
BASE
8" #57STONE BASE
METER PANEL
MOUNTED 48" ABOVE VAULT LID
36" X 36" ACCESS HATCH
--RIM 53.75'
72'1
;��METER SENSOR
7211 1 8" CHECK
', VALVE
I E±49.5
:2411
:
i
4 4 4 q 4
E±47.5
z
a c S a 4�:A
4
4
4
COMPACTED SUBGRADEJ
POND #1 LEVEL CONTROL VAULT - SECTION
POND #1 LEVEL CONTROL VAULT DETAIL
36" HDPE
TO POND #1
POND #1 NORMAL
WATER LEVEL
(VARIES)
RIM 53.75'
GROUND ±53.5'
TO LEVEL
CONTROL
VAULT #1
AND TO
POND #1
6" EXTENDED
BASE
8" #57STONE BASE
COMPACTED SUBGRADE
011\/011 TCC
INFLOW
METER /VALVE VAULT -PLAN VIEW
4 III II I III
1 '6
1211
ATE VALVE
-I MOTOR ACTUATOR
'ICAL)
TO POND #4
A
PROVIDE WATERTIGHT SEAL AT ALL
PIPE PENETRATIONS USING
HYDRAULIC GROUT ON BOTH INSIDE
AND OUTSIDE OF STRUCTURE.
011 "vile a, K�06yumen
'UMP PUMP WITH DISCHARGE TO
LEVEL CONTROL VAULT"
'RECAST VAULT
MOTOR ACTUATED VALVE
WITH FLOOR STAND (TYPICAL)
VALVE ROD EXTENSION
8" GATE VALVE
WITH MOTOR ACTUATOR
(TYPICAL)
-Q� POND #4
METER / VALVE VAULT - SECTION A
PIPE SUPPORT (TYP)
NOTES:
1. PROVIDE SCADA RTU FOR BOTH MOTOR ACTUATED VALVES
2. FLOW METER SHALL BE KROHNE TIDALFLUX, SUBMERGENCE IP68 RATED. NEMA 4X ENCLOSURE, UV RESISTANT DIGITAL DISPLAY,
120 V 60 Hz LINE POWER, 4-20mA OUTPUT, RELAY AND PULSE OUTPUTS. HART COMMUNICATION PROTOCOL. COMPATIBILITY WITH
ELECTRICAL AND CONTROL WIRING AND COMPONENT SPACING. LIMIT STAFF TRAINING. MUST ACCURATELY READY PARTIALLY
FILLED PIPES.
3. SUMP PUMP TO BE 120V; 1/3 HP ZOELLER (OR ENGINEER APPROVED EQUAL)
4. ACTUATOR VALVES TO BE EIM (BETTIS) OR ENGINEER APPROVED EQUAL AND INCLUDE MOUNTS TO VAULT LID AND VALVE
EXTENSIONS TO VALVES.
METER / VALVE VAULT DETAIL
NOT TO SCALE
NOTES:
1. LEVEL TRANSMITTER SHALL BE SITRANS SIEMENS LUT420 (OR ENGINEER APPROVED EQUAL). NEMA 4X ENVOLSURE, UV
RESISTANT DIGITAL DISPLAY, 120v 60Hz LINE POWER, 4-30mA OUTPUT, RELAY AND PULSE OUTPUTS. HART COMMUNICATION
PROTOCOL. ACCURACY ±1 mm WITHIN 3 METERS. EXTERNAL TEMPERATURE MEASUREMENT. COMPATIBILITY WITH ELECTRICAL
AND CONTROL WIRING AND COMPONENT SPACING. LIMIT STAFF TRAINING.
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FINAL DESIGN
OR CONSTRUCTION
LF
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i'�'�-,
SL L G
IN Fw
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
METER/VALVE VAULT DETAILS
POND #1 LEVEL CONTROL
NOT TO SCALE
PROJECT NUMBER SHEET NUMBER
839-05 C-504

36" HDPE
TO POND #4
n /_ 11 X/ n P__ 11 A /1 P+ r (-% (-% I I A T!'% 11
POND #4 LEVEL CONTROL VAULT - PLAN VIEW
36" X 36" ACCESS HATCH
I�
�
tX'
ISTING
POND #4
-A( A
FROM
METER/VALVE
VAULT AT
JILT POND #1
METER PANEL
MOUNTED 48" ABOVE VAULT LID
GROUND ±TBD' . RIM TBD
72" METER SENSOR
8" CHECK
POND #4 NORMAL 7211 VALVE
WATER LEVEL 36" HDPE
(VARIES) IE±TBD 8" RECLAIMED
TO POND #4
WATERLINE
2411
I E±TBD
� v
6" EXTENDED 4 4 4 4- 4
BASE o 0 0 0 0 0 0
8" #57STONE BASE
NOTES:
(APPROX.
" SUMBERG
40
ENLARGED VIEW - 1
1"=4'
10
I�
I�
POND #4 LEVEL
CONTROL VA�* urrT\
36" HDPE (SEE DETP�& IS SHEET)
to TEE
to BOX
COMPACTED SUBGRADE-/ 1. LEVEL TRANSMITTER SHALL BE SITRANS SIEMENS LUT420 (OR ENGINEER APPROVED EQUAL). NEMA 4X ENVOLSURE, UV
RESISTANT DIGITAL DISPLAY, 120v 60Hz LINE POWER, 4-30mA OUTPUT, RELAY AND PULSE OUTPUTS. HART COMMUNICATION
POND #4 LEVEL CONTROL VAULT - SECTION PROTOCOL. ACCURACY ±1mm WITHIN 3 METERS. EXTERNAL TEMPERATURE MEASUREMENT. COMPATIBILITY WITH ELECTRICAL
AND CONTROL WIRING AND COMPONENT SPACING. LIMIT STAFF TRAINING.
POND #4 LEVEL CONTROL VAULT DETAIL
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
el
FINAL DESIGN
OR CONSTRUCTION
LF
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp��''''%
Q�j ESQ
�(SL L G -
8
I NEB
G Fw T
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 11/8/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
POND #4
LEVEL CONTROL VAULT
NOT TO SCALE
PROJECT NUMBER SHEET NUMBER
839-05 C-505

LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
FINAL DESIGN
OR CONSTRUCTION
LF
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
\\1111111111111
CARp�i''''% A`
Q�pF !ES
O
SL G -
0 8
G Fw T
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, INC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
SCADA DETAILS - 1
PROJECT NUMBER SHEET NUMBER
839-05 C-506

Revisions
87
REF. LINE 28
REF. LINE 28
K
170ADM69051
ATTACH TO
N1
301JOB
INTERBUS COMM ADAPTER
DISCRETE I/O BASE
88
REF. LINE 142
10 DI, 8DO
120 VAC
WHITE WIRE
89
ORANGE WIRE (TYP. 10)
O
TB4
TB4
N1
INTRUSION ALARM 1
2
10016
1 1 (10016)
O3
YELLOW WIRE (TYP. 8)
T84
TB4
90
TB4
CR1-1
(00016) 1 1
00016
15
16 SPARE DO 00016
PUMP #1 IS RUNNING 3
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10014
3 3 (10014)
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4 1 4 (10013)
`\
93
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CR4-1
10012
LOW LEVEL FLOAT SWITCH
�T64
5 5 (10012)
�/
T6a
TB4
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94
TB4
10011
I 1
16 1
(00014)1I3 OS
00014
19
20 SPARE DO 00014
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0 Abe
ATS EMERGENCYFB4
6
6 (10011)
\
95
POSITION
TB
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N1
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SYSTEM FAILURE
$
10010
7 1 7 (10010)
�
Tgq
TB4
96
TB4
I 1
(00013)j4 7
00013
21
22 SPARE DO 0013
O
UTILITY NORMAL
10
10009
8 (10009)
97
POWER
�
TB4
1N 8
N1
GENERATOR RUNNING
12
10008
I g �9 (10008)
�/
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TB4
98
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10 10 (10007)
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99
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101
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102
(00010)Ij7 13
00010
27
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\\
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103
INTERNAL PIN
CONNECTIONS
1
iN 14I
IN
O
15 2N
Tea
a
Q iUU u
104
I(00009)j6
15
00009
P
SPARE DO 00009
11612N
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105
1N 16
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106
I 1
1N 1
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REF. LINE 24
REF. LINE 24 2
H1
18 L7
Nl
REF. LINE 26
�y
107
iLi 18
108
REF. LINE 26
H2
USES 2
EACH
o os
109
170XTS00100
TERMINAL
STRIPS
LEGEND:
110
DENOTES A TERMINAL BLOCK POINT
* DENOTES ITEM REMOTE FROM CONTROL PANEL
111
DENOTES WIRING EXTERNAL TO CONTROL PANEL
112
RTU PANEL
WIRING
DIAGRAM
DETAIL
5OF5
SCADA NOTES
1. CONTRACT PLC/SCADA PROGRAMMING FOR RL HAIRE ELECTRIC AND
CONTROLS
2. THE FOLLOWING ARE APPROVED PANEL INTEGRATORS / PROVIDERS
A. RSI INTEGRATORS
B. LORD AND COMPANY
C. CCU
D. PIEDMONT AUTOMATION
3. PLC AND OTHER ELECTRIC PROGRAMMABLE LOGIC CONTROLLERS (PLC)
SHALL BE SCHNEIDER ELECTRIC (M340 SERIES), SCHNEIDER ELECTRIC
MOMENTUM SERIES.
4. PLCS SHALL COMMUNICATE OVER MODBUS TCP/IP (ETHERNET) NETWORK,
PROGRAMMED IN FUNCTION BLOCK (NO LADDER LOGIC ACCEPTED)
PROGRAMMED IN UNITY PRO XL V12.0 OR HIGHER.
5. THE FOLLOWING LIST OF MC340 PART LIST SHALL BE USED.
M340 POWER SUPPLY
BMXCPS3500
M340 CPU
BMXP342020
M340 4 SLOT RACK
BMXXBP0400
M340 6 SLOT RACK
BMXXBP0600
M340 8 SLOT RACK
BMXXBP0800
M340 12 SLOT RACK
BMXXBP1200
M340 ETHTERNET
BMXNOE0110
M340 16 POINT DIGITAL INPUT CARD
BMXDA11604
M340 16 POINT RELAY OUTPUT CARD
BMXDRA1605
M340 8 POINT ISOLATED 4-20MA ANALOG INPUT CARD
BMXAM10810
M340 4 POINT ISOLATED 4-20MA ANALOG OUTPUT CARD
BMXAM00410
M340 TERMIANL BLOCK 20 WAY SCREW CLAMP
BMXFTB2010
M340 TERMIANL BLOCK 20 WAY SPRING
BMXFTB2020
M340 TERMIANL BLOCK 28 WAY SPRING
BMXFTB2820
M340 TERMINAL BLOCK 20 WAY PRE -ASSEMBLED DIGTIAL WIRING ARM
BMXFTW301
M340 TERMINAL BLOCK 20 WAY PRE -ASSEMBLED DIGTIAL WIRING ARM
BMXFTW501
M340 TERMINAL BLOCK 28 WAY PRE -ASSEMBLED ANALOG WIRING
ARM
BMXFTW301S
M340 TERMINAL BLOCK 28 WAY PRE -ASSEMBLED ANALOG WIRING
ARM
BMXFTW501S
LEGEND
SEE SHEET C-001 TO C-003 FOR GENERAL
NOTES, LEGEND, ABBREVIATIONS AND
SHEET INDEX.
FINAL DESIGN
FFOR CONSTRUCTION
D
REVISED FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
12/13/21
C
FINAL DESIGN
NOT FOR CONSTRUCTION
MTH
11/8/21
B
REVISED PRELIMINARY DESIGN
ISSUED TO BRUNSCO FOR REVIEW
MTH
09/9/21
A
PRELIMINARY DESIGN ISSUED TO
BRUNSCO FOR REVIEW
MTH
07/21/21
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CARp�i''''% A`
Q�pF !ES
O
SL G -
Q 8
G 1w T
'X7j/111111111\\\Y�`\\\
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, INC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER:
SCALE: AS SHOWN
DATE: 12/13/21
TRACKING:
OCEAN RIDGE
RECLAIMED WATERLINE
SCADA DETAILS - 2
NOTE: STANDARD BRUNSWICK COUNTY UTILITY DETAILS
PROVIDED FOR REFERENCE. ALL DETAILS MAY NOT APPLY
TO SUBJECT PROJECT.
PROJECT NUMBER SHEET NUMBER
839-05 C-507

OCEAN RIDGE RECLAIMED WATER LINE
ROUTE STUDY
-C
ssiq
SEAL =�
048839 r
A
Prepared by: ' �\
CAPE FEAR
E N G I N E E R I N G
www.capefearengineering.com
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
NC License No. C-1621

THIS PAGE INTENTIONALLY LEFT BLANK
OCEAN RIDGE RECLAIMED WATERLINE I Route Study

I. INTRODUCTION
Brunswick County Public Utilities (BCPU) has identified a need to extend their existing 10-inch
reclaimed waterline, located near the existing spray fields at the Ocean Isle Beach WWTF,
approximately 7,200 LF along Old Georgetown Road to a point of connection inside Ocean Ridge
Plantation property near the existing entrance gate on Old Georgetown Road.
Additionally, BCPU has identified a future need to further extend the reclaimed waterline from
Ocean Ridge Plantation along Old Georgetown road to serve other golf course developments
including Sea Trail, The Peral, and The Thistle.
BCPU has engaged Cape Fear Engineering, Inc. (CFE) to analyze potential routes for a planned
extension of the reclaimed waterline to point of connection at Ocean Ridge and to perform
hydraulic analysis of the planned future extensions to recommend line size and to identify
potential need for additional upgrades to existing pumps and re -use lines.
II. RE -USE AGREEMENTS
Currently BCPU has re -use agreements with Ocean Ridge Plantation, SeaTrail, and The Pearl.
Below is a summary of the re -use agreements and the daily flow for each development that has
been considered in this analysis.
Ocean Ridge Plantation 900,000 GPD
SeaTrail 500,000 GPD
The Pearl 625,890 GPD
While there is not a re -use agreement in place with the Thistle, BCPU anticipates a future
agreement for up to 400,000 GPD. Therefore, this analysis has also included delivery of re -use
water to the Thistle golf course.
With the consideration of The Thistle, the report considers delivery of approximately 2.4 MGD to
four separate golf course developments along Old Georgetown Road.
III. EXISTING IRRIGATION / RE -USE PUMPS
Currently BCPU is using an irrigation/re-use pump station located at the Ocean Isle Beach WWTF
to serve spray field irrigation lines and approximately 3,650 LF 10-inch reuse line to proposed
point of connection at Old Georgetown Road.
According to design documents provided by BCPU, the existing irrigation/re-use pump station was
constructed in the early 2000s and contains two 40-hp pumps with the ability to add a third pump
in the future.
The hydraulic analysis performed by CFE utilizes the existing pump curve provided by BCPU. No
verification of pump rates or drawdown tests were performed by CFE.
OCEAN RIDGE RECLAIMED WATERLINE I Route Study

Po
IV. HYDRAULIC ANALYSIS/SIZINGRECOMMENDATIONS
The hydraulic analysis performed by CFE and described below assumes that spray fields will be
inactive during periods of pumping to re -use ponds and that flow will be delivered to a single re-
use pond at a time.
Phase 1— Extension to Ocean Ridge Only
This Phase includes delivery of re -use water to the Ocean Ridge development only and considers
two separate scenarios: (1A) delivery of water to approximately 16.5 MG Leopards Chase
irrigation pond and (113) delivery of water to approximately 9.3 MG Tigers Eye irrigation pond.
There is an existing interconnection between the Leopard's Chase and Tiger's Eye irrigation ponds
consisting of approximately 3,400 LF 8-inch and 1,000 LF 4-inch pipes.
For purposes of this analysis, it was assumed that of the 900,000 GPD of re -use water to be
delivered to Ocean Ridge, two-thirds or 600,000 GPD would be delivered to Leopard's Chase pond
and one-third or 300,000 GPD would be delivered to Tiger's Eye pond.
CFE ran calculations for 12-inch and 16-inch lines and recommend that a 16-inch line be installed
to maximize capacity for future extensions, increase pumping capacity, and limiting overall pump
time. Calculations also indicate that existing 4-inch line is insufficient and should be upsized to an
L. a a M
Based on these proposed line sizes, and distribution of flow between two irrigation ponds it is
expected that the existing irrigation pumps at the 0113 WWTF will operate for approximately 15.5
hours of total daily runtime or 7.75 hours per pump to deliver 900,000 GPD.
Phase 2 — Extension to serve SeaTrail. The Pearl. and Thistle
This Phase includes delivery of re -use water to the SeaTrail, The Pearl, and the Thistle golf courses
by extending the new 16-inch reuse line from Ocean Ridge Plantation.
The exact points of connection to each development are unknown but were generally assumed
to be near the development entrances.
Calculations indicate that the existing irrigation pumps do not have sufficient capacity to deliver
re -use water to these developments in addition to Ocean Ridge Plantation. It is anticipated that
additional upgrades or additional infrastructure will be needed at the OIB WWTF at such time that
re -use lines are extended beyond Ocean Ridge Plantation. These upgrades may include the
following:
• Installation of third pump in existing re -use pump station
• Upsizing existing 10-inch line or running parallel line from re -use pump station site to Old
George Town Road point of connection.
• Installation of separate reuse pump station independent of existing pump station being
used for spray field irrigation.
• Upgrading existing pumps
OCEAN RIDGE RECLAIMED WATERLINE I Route Study

V. POTENTIAL ROUTE OPTIONS TO SERVE OCEAN RIDGE
Potential routes to serve Ocean Ridge are limited to the north and south sides of Old Georgetown
Road. Each potential route is discussed in more detail below.
Route 1— North Side of Old Georgetown Road
This route would connect to the existing 10-inch stub on the north side of Old Georgetown Road
and continue along the north side of the road until reaching Dartmoor Way at Ocean Ridge
Plantation. At Dartmoor Way the proposed waterline would be installed across the existing road
via open cut and patch and then continue along the west side of Dartmoor Way to the Ocean
Ridge Point of Connection.
Review of existing as -built files provided by BCPU and review of field conditions indicate
numerous existing utilities on the north site of the road including telecommunication, sanitary
sewer force main, and BEMC overhead powerlines. There does not appear to be sufficient room
to install the new re -use line inside of the right-of-way and multiple new easements would be
required.
It appears that this route would require approximately 1,800 LF of easement from the Town of
Ocean Isle Beach and approximately 4,500 LF of easement from MAS Properties, LLC. The
approximately 1,400 LF running along the existing Brunswick County park frontage should not
require any new easement.
When reviewed in the field it appeared that BEMC may be in the process of replacing the existing
wood power poles with metal poles and that the location of the new metal poles would be located
behind the existing wood poles and further from the existing right-of-way line.
It appears that when the BEMC poles are relocated the alignment of the existing poles would be
an open corridor to install the new waterline.
Route 2 — South Side of Old Georgetown Road
This route would connect to the existing 10-inch re -use line on the southside of Old Georgetown
road until reaching Dartmoor Way at Ocean Ridge Plantation. The line would then cross under Old
Georgetown via bore & jack and continue along the west side of Dartmoor Way to the Ocean
Ridge Point of Connection. This route would also require crossing Jenrette Road SW via jack &
bore or horizontal directional drill.
Review of existing as -built files provided by BCPU and review of field conditions indicate that there
is an existing waterline that runs just inside the Old Georgetown Road right-of-way and that there
is not sufficient room to install the new re -use line inside of the right-of-way and multiple private
easements would be required.
It appears that this route would require approximately 2,300 LF of easement from Cameron
Woods Development, LLC, approximately 900 LF of easement from Grand Strand National, LLC,
and approximately 600 LF of easement from MAS Properties, LLC. The approximately 3,900 LF
running along the frontage of Brunswick County
OCEAN RIDGE RECLAIMED WATERLINE I Route Study

� VI. RECOMMENDED ROUTE
After review of the two potential routes, consideration for NCDOT road crossings and need for
new utility easements, CFE's recommendation is for Route 1 and installation of the new waterline
in the path of the existing BEMC power poles once the new metal poles are installed.
OCEAN RIDGE RECLAIMED WATERLINE I Route Study

APPENDIX A - CALCULATIONS
OCEAN RIDGE RECLAIMED WATERLINE I Route Study

Scenario #lA -Ocean Ridge ONLY (front)
Daily Reuse Flow = 600,000.00 GPD*
Segment #1- Existin
Existing Force Main Diameter (in) = 10
Existing Force Main Length (ft) = 3650
% Length for P.S. & Minor Losses = 10%
Existing Force Main Equivalent Length (ft) = 4015
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 7200
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 7560
Hazen -Williams C Factor = 130
Existing Pump Off Elevation 18.5
High Point Elevation (ft) = 52
* 213 of
900,0000
GPD per
agreement

GPM
(single)
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump
Head (feet)
0
34
0.0
0.0
33.5
215
200
34
1.3
0.2
35.0
195
400
34
4.6
0.9
39.0
165
600
34
9.7
1.9
45.1
160
800
34
16.5
3.2
53.2
130
1000
34
25.0
4.8
63.3
75
1100
34
29.8
5.7
69.0
50
SINGLE PUMP
OPERATING POINT = 1030 GPM AT 65 FT TDH
Pump Manufacturer: PROCESS SYSTEMS
Curve Number: PC3195ZZ-49
Impeller Diameter: 5.75 in
Horsepower: 40
Check Forcemain Velocities (One Pump
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Velocity (ft/s) = 4.21 OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 1.64 NG
Check Pumping Times (One Pump)
Daily Reuse Flow Per Agreement = 600,000.00 GPD
Pump Time to Deliver Agreement Flow = 9.71 HOURS

Check Pumps in Parallel
GPM
(two)
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump
Head (feet)
0
34
0.0
0.0
33.5
215
400
34
4.6
0.9
39.0
195
800
34
16.5
3.2
53.2
165
1200
34
35.0
6.7
75.2
160
1600
34
59.7
11.4
104.6
130
2000
34
90.2
17.3
141.0
75
2200
34
107.7
20.6
161.7
50
TWO PUMP
OPERATING POINT = 1760 GPM AT
Check Forcemain Velocities (Two Pumps)
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Velocity (ft/s) = 7.19
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 2.81
Check Pumping Times (Two Pumps)
118 FT TDH
OK; V>2 fps & V<8 fps
OK; V>2 fps & V<8 fps
Daily Reuse Flow Per Agreement = 600,000.00 GPD
Pump Time to Deliver Agreement Flow = 5.68 HOURS

Scenario #1B -Ocean Ridge ONLY (back)
Daily Reuse Flow = 300,000.00 GPD*
Segment #1- Existin
Existing Force Main Diameter (in) = 10
Existing Force Main Length (ft) = 3650
% Length for P.S. & Minor Losses = 10%
Existing Force Main Equivalent Length (ft) = 4015
Segment #2 - To Ocean Ridee
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 7200
% Length for Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 7560
Segment #2A - Existine 8" in OR
ExistingForce Main Diameter (in) = 8
Existing Force Main Length (ft) = 3400
% Length for Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 3570
* 113 of
900,0000
GPD per
agreement
Segment #2B - Existing 4" in OR
ExistingForce Main Diameter (in) = 8 *upgrade to 8"
Existing Force Main Length (ft) = 1000
% Length for Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 1050
Hazen -Williams C Factor = 130
Existing Pump Off Elevation 18.5
High Point Elevation (ft) = 52

GPM
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Segment #2A
Hloss (ft)
Segment #213
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump Head
(feet)
0
34
0.0
0.0
0.0
0.0
33.5
215
200
34
1.3
0.2
3.2
0.9
39.1
195
400
34
4.6
0.9
11.5
3.4
53.8
165
600
34
9.7
1.9
24.3
7.2
76.6
160
800
34
16.5
3.2
41.5
12.2
106.9
130
1000
34
25.0
4.8
62.7
18.4
144.4
75
1100
34
29.8
5.7
74.8
22.0
165.8
50
SINGLE PUMP
OPERATING POINT = 855 GPM AT 115 FT TDH
Pump Manufacturer: PROCESS SYSTEMS
Curve Number: PC3195ZZ-49
Impeller Diameter: 5.75 in
Horsepower: 40
Check Forcemain Velocities (One Pump)
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Velocity (ft/s) = 3.49 OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 1.37 NG
Segment #2A - Existing 8" in OR
Proposed Force Main Diameter (in) = 8
Proposed Force Main Length (ft) = 5.46 OK; V>2 fps & V<8 fps
Segment #2B - Existing 4" in OR
Proposed Force Main Diameter (in) = 8
Proposed Force Main Length (ft) = 5.46 OK; V>2 fps & V<8 fps
Check Pumping Times (One Pumpl
Daily Reuse Flow Per Agreement = 300,000.00 GPD
Pump Time to Deliver Agreement Flow = 5.85 HOURS

Check Pumps in Parallel
GPM
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Segment #2A
Hloss (ft)
Segment #213
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump Head
(feet)
0
34
0.0
0.0
0.0
0.0
33.5
215
400
34
4.6
0.9
11.5
3.4
53.8
195
800
34
16.5
3.2
41.5
12.2
106.9
165
1200
34
35.0
6.7
87.9
25.8
188.9
160
1600
34
59.7
11.4
149.7
44.0
298.3
130
2000
34
90.2
17.3
226.3
66.6
433.9
75
2200
34
107.7
20.6
270.0
79.4
511.1
50
TWO PUMP
OPERATING POINT = 1100 GPM AT
166 FT TDH
Check Forcemain Velocities (Two Pumps)
Segment #1- Existing
Existing Force Main Diameter (in) =
10
Velocity (ft/s) =
4.50
OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
1.76
NG
Segment #2A - Existing 8" in OR
Proposed Force Main Diameter (in) =
8
Proposed Force Main Length (ft) =
7.03
OK; V>2 fps & V<8 fps
Segment #2B - Existing 4" in OR
Proposed Force Main Diameter (in) =
8
Proposed Force Main Length (ft) =
7.03
OK; V>2 fps & V<8 fps
Check Pumping Times (Two Pumps)
Daily Reuse Flow Per Agreement = 300,000.00 GPD
Pump Time to Deliver Agreement Flow = 4.55 HOURS

Scenario #2 - SEATRAIL ONLY
Daily Reuse Flow Per Agreement = 500,000.00 GPD
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Existing Force Main Length (ft) = 3650
% Length for P.S. & Minor Losses = 10%
Existing Force Main Equivalent Length (ft) = 4015
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 7200
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 7560
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 12000
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 12600
Hazen -Williams C Factor = 130
Existing Pump Off Elevation 18.5
High Point Elevation (ft) = 54

GPM
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Segment #3
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump
Head (feet)
0
36
0.0
0.0
0.0
35.5
215
200
36
1.3
0.2
0.4
37.4
195
400
36
4.6
0.9
1.5
42.4
165
600
36
9.7
1.9
3.1
50.2
160
800
36
16.5
3.2
5.3
60.5
130
1000
36
25.0
4.8
8.0
73.2
75
1100
36
29.8
5.7
9.5
80.5
50
SINGLE PUMP
OPERATING POINT = 1010 GPM AT 74 FT TDH
Pump Manufacturer: PROCESS SYSTEMS
Curve Number: PC3195ZZ-49
Impeller Diameter: 5.75 in
Horsepower: 40
Check Forcemain Velocities (One Pump)
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Velocity (ft/s) = 4.13 OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 1.61 NG
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 1.61 NG
Check Pumping Times (One Pump)
Daily Reuse Flow Per Agreement = 500,000.00 GPD
Pump Time to Deliver Agreement Flow = 8.25 HOURS

Check Pumps in Parallel
GPM
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Segment #3
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump
Head (feet)
0
36
0.0
0.0
0.0
35.5
215
400
36
4.6
0.9
1.5
42.4
195
800
36
16.5
3.2
5.3
60.5
165
1200
36
35.0
6.7
11.2
88.4
160
1600
36
59.7
11.4
19.0
125.6
130
2000
36
90.2
17.3
28.8
171.8
75
2200
1 36
1 107.7
1 20.6
1 34.3
1 198.1
1 50
TWO PUMP
OPERATING POINT = 1620
GPM AT
128 FT TDH
Check Forcemain Velocities (Two Pumps)
Segment #1- Existing
Existing Force Main Diameter (in) =
10
Velocity (ft/s) =
6.62
OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
2.59
OK; V>2 fps & V<8 fps
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
2.59
OK; V>2 fps & V<8 fps
Check Pumping Times (Two Pumps)
Daily Reuse Flow Per Agreement = 500,000.00 GPD
Pump Time to Deliver Agreement Flow = 5.14 HOURS

Scenario #3 - PEARL ONLY
Daily Reuse Flow Per Agreement = 625,890.00 GPD
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Existing Force Main Length (ft) = 3650
% Length for P.S. & Minor Losses = 10%
Existing Force Main Equivalent Length (ft) = 4015
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 7200
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 7560
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 12000
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 12600
Segment #4 - To Pearl / Thistle
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 8000
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 8400
Hazen -Williams C Factor = 130
Existing Pump Off Elevation 18.5
High Point Elevation (ft) = 56

GPM
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Segment #3
Hloss (ft)
Segment #4
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump Head
(feet)
0
38
0.0
0.0
0.0
0.0
37.5
215
200
38
1.3
0.2
0.4
0.3
39.7
195
400
38
4.6
0.9
1.5
1.0
45.4
165
600
38
9.7
1.9
3.1
2.1
54.2
160
800
38
16.5
3.2
5.3
3.5
66.0
130
1000
38
25.0
4.8
8.0
5.3
80.6
75
1100
38
29.8
5.7
9.5
6.3
88.9
50
SINGLE PUMP
OPERATING POINT = 980 GPM AT 80 FT TDH
Pump Manufacturer: PROCESS SYSTEMS
Curve Number: PC3195ZZ-49
Impeller Diameter: 5.75 in
Horsepower: 40
Check Forcemain Velocities (One Pump)
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Velocity (ft/s) = 4.01 OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 1.56 NG
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 1.56 NG
Segment #4 - To Pearl / Thistle
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 1.56 NG
Check Pumping Times (One Pumpl
Daily Reuse Flow Per Agreement = 625,890.00 GPD
Pump Time to Deliver Agreement Flow = 10.64 HOURS

Check Pumps in Parallel
GPM
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Segment #3
Hloss (ft)
Segment #4
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump Head
(feet)
0
38
0.0
0.0
0.0
0.0
37.5
215
400
38
4.6
0.9
1.5
1.0
45.4
195
800
38
16.5
3.2
5.3
3.5
66.0
165
1200
38
35.0
6.7
11.2
7.4
97.9
160
1600
38
59.7
11.4
19.0
12.7
140.3
130
2000
38
90.2
17.3
28.8
19.2
192.9
75
2200
38
107.7
20.6
34.3
22.9
222.9
50
TWO PUMP
OPERATING POINT = 1550
GPM AT
135 FT TDH
Check Forcemain Velocities (Two Pumps)
Segment #1- Existing
Existing Force Main Diameter (in) =
10
Velocity (ft/s) =
6.34
OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
2.47
OK; V>2 fps & V<8 fps
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
2.47
OK; V>2 fps & V<8 fps
Segment #4 - To Pearl / Thistle
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
2.47
OK; V>2 fps & V<8 fps
Check Pumping Times (Two Pumps)
Daily Reuse Flow Per Agreement = 625,890.00 GPD
Pump Time to Deliver Agreement Flow = 6.73 HOURS

Scenario #4 - THISTLE ONLY
Daily Reuse Flow Per Agreement = 400,000.00 GPD
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Existing Force Main Length (ft) = 3650
% Length for P.S. & Minor Losses = 10%
Existing Force Main Equivalent Length (ft) = 4015
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 7200
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 7560
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 12000
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 12600
Segment #4 - To Pearl / Thistle
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 8000
% Length for P.S. & Minor Losses = 5%
Proposed Force Main Equivalent Length (ft) = 8400
Hazen -Williams C Factor = 130
Existing Pump Off Elevation 18.5
High Point Elevation (ft) = 56
Note: Re -use agreement does not e

GPM
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Segment #3
Hloss (ft)
Segment #4
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump Head
(feet)
0
38
0.0
0.0
0.0
0.0
37.5
215
200
38
1.3
0.2
0.4
0.3
39.7
195
400
38
4.6
0.9
1.5
1.0
45.4
165
600
38
9.7
1.9
3.1
2.1
54.2
160
800
38
16.5
3.2
5.3
3.5
66.0
130
1000
38
25.0
4.8
8.0
5.3
80.6
75
1100
38
29.8
5.7
9.5
6.3
88.9
50
SINGLE PUMP
OPERATING POINT = 1550 GPM AT 135 FT TDH
Pump Manufacturer: PROCESS SYSTEMS
Curve Number: PC3195ZZ-49
Impeller Diameter: 5.75 in
Horsepower: 40
Check Forcemain Velocities (One Pump)
Segment #1- Existing
Existing Force Main Diameter (in) = 10
Velocity (ft/s) = 6.34 OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 2.47 OK; V>2 fps & V<8 fps
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 2.47 OK; V>2 fps & V<8 fps
Segment #4 - To Pearl / Thistle
Proposed Force Main Diameter (in) = 16
Proposed Force Main Length (ft) = 2.47 OK; V>2 fps & V<8 fps
Check Pumping Times (One Pumpl
Daily Reuse Flow Per Agreement = 400,000.00 GPD
Pump Time to Deliver Agreement Flow = 4.30 HOURS

Check Pumps in Parallel
GPM
Static Head
(feet)
Segment #1
Hloss (ft)
Segment #2
Hloss (ft)
Segment #3
Hloss (ft)
Segment #4
Hloss (ft)
Total
Dynamic
Head (feet)
Ex. Pump Head
(feet)
0
38
0.0
0.0
0.0
0.0
37.5
215
400
38
4.6
0.9
1.5
1.0
45.4
195
800
38
16.5
3.2
5.3
3.5
66.0
165
1200
38
35.0
6.7
11.2
7.4
97.9
160
1600
38
59.7
11.4
19.0
12.7
140.3
130
2000
38
90.2
17.3
28.8
19.2
192.9
75
2200
38
107.7
20.6
34.3
22.9
222.9
50
TWO PUMP
OPERATING POINT = 1150
GPM AT
165 FT TDH
Check Forcemain Velocities (Two Pumps)
Segment #1- Existing
Existing Force Main Diameter (in) =
10
Velocity (ft/s) =
4.70
OK; V>2 fps & V<8 fps
Segment #2 - To Ocean Ridge
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
1.84
NG
Segment #3 - To SeaTrail
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
1.84
NG
Segment #4 - To Pearl / Thistle
Proposed Force Main Diameter (in) =
16
Proposed Force Main Length (ft) =
1.84
NG
Check Pumping Times (Two Pumps)
Daily Reuse Flow Per Agreement = 400,000.00 GPD
Pump Time to Deliver Agreement Flow = 5.80 HOURS

250
200
150
H
LL
2
H
100
50
0
One Pump
and Force Main System Curves
00
OF
1000
11t7-00
woo
0 200 400 600 800 1000 1200
Flow (GPM)
- # Existing Pump Curve
4 OCEAN RIDGE
FRONT
- OCEAN RIDGE
(BACK)
fSEATRAIL ONLY
— PEARL ONLY
THISTLE ONLY
Pg. 8

—* Two Pump Curve
-OCEAN RIDGE
FRONT
OCEAN RIDGE
(BACK)
SEATRAIL ONLY
PEARL ONLY
THISTLE ONLY
0 500 1000 1500 2000 2500
Flow (GPM)
Pg. 8

Pump Summary (Single Pump)
Pump Time
Pump Time
Reuse (GPD)
Pump Rate (GPM)
total
(Per Pump)
Scenario #1A - Ocean Ridge (Front)
600,000.00
1030
9.71
4.85
Scenario #1B - Ocean Ridge (Back)
300,000.00
855
5.85
2.92
OR SUBTOTAL
900,000.00
N/A
15.56
7.78
Scenario #2 - SeaTrail
500,000.00
1010
8.25
4.13
Scenario #3 - Pearl
625,890.00
980
10.64
5.32
Scenario #4 - Thistle
400,000.00
1550
4.30
2.15
TOTALS
2,425,890.00
N/A
38.75
19.38
Pump Runtime Summary (Two Pumps)
Pump Time
Pump Time
Reuse (GPD)
Pump Rate (GPM)
total
(Per Pump)
Scenario #1A - Ocean Ridge (Front)
600,000.00
1760
5.68
3.79
Scenario #1B - Ocean Ridge (Back)
300,000.00
855
4.55
3.03
OR SUBTOTAL
900,000.00
N/A
10.23
6.82
Scenario #2 - SeaTrail
500,000.00
1620
5.14
3.43
Scenario #3 - Pearl
625,890.00
1550
6.73
4.49
Scenario #4 - Thistle
400,000.00
1150
5.80
3.86
TOTALS
2,425,890.00
N/A
27.90
11.78

TECHNICAL SPECIFICATIONS
BRUNSWICK COUNTY
For
Ocean Ridge Reclaimed Waterline
Brunswick County, North Carolina
Prepared for:
t4
©000Uo0o Ner
SEAL r '- r
Prepared by:
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
NC License No. C-1621

June 2020 Brunswick County Engineering Department Revision 1.01
Technical Specification 001
DEFINITIONS AND TERMS
1.0 General
a) The intent of this specification is to explain and define certain terms and phrases
that appear in the Brunswick County Engineering Des Manual, Technical
2ecifications, and Standard Details for Water and Sewer Systems (hereinafter
"Design Manual").
b) For a Brunswick County Capital Improvement Program (CIP) project, Article 1 of
the Brunswick County General Conditions of the Contract (hereinafter "General
Conditions") shall be the official definition of terms. This technical specification
is intended to be a guide to language in the Design Manual and therefore
complimentary to Article 1 of the General Conditions, and in the case of any
conflict between this specification and Article 1 of the General Conditions, this
specification shall be subordinate to Article 1 of the General Conditions.
2.0 Interpretation of Certain Terms and Words
a) Except as specifically defined herein all words used in these Technical
Specifications have their customary dictionary definitions. For the purposes of
these Technical Specifications certain words or terms used herein are hereby
defined as follows:
b) Words used in the present tense include the future tense. Words used in the
singular include the plural and words used in the plural include the singular.
Words used in the masculine include the feminine also.
c) The word "shall" is always mandatory
d) The word "may" is permissive
e) The word "lot" includes the word "plat" or "parcel"
f) The word "person" includes a firm, association, organization, partnership, trust
company, limited liability company, or corporation as well as an individual.
3.0 Definitions
AASHTO: American Association of State Highway and
Transportation Officials.
AHJ: Authority Having Jurisdiction.
ANSI: The latest edition of Standards published by the
TS 001 Page 1 1 6

June 2020 Brunswick County Engineering Department Revision 1.01
American National Standards Institute.
ASTM: The latest edition of Standards published by the
American Society of Testing and Materials.
AWWA: American Water Works Association.
Cleanout: An access point for a gravity sewer service lateral to
be used for inspection and maintenance purposes by
County staff or licensed plumbers.
Clearing & Grubbing: The removal and disposal of all trees, root mat,
roots, logs, shrubs, grass, weeds, fallen timber and
any other litter or surface debris such as, but
not limited to, fences, steps, walls, chimneys,
column footings, other footings, foundation slabs,
basements, other foundation components, sign,
junked vehicles, and other rubble and debris, which
occur within areas designated as Easements, Limits
of Disturbance, or clearing limits, as shows on the
Contract Drawings. The more expansive limits
shown on the drawings shall define the area to be
cleared and grubbed unless otherwise note as an
undisturbed area. All areas cleared and grubbed
shall be left in a condition to meet the requirements
of Brunswick County Technical Specification TS
025: Landscaping. The word clearing shall be
interchangeable with clearing and grubbing.
Contractor: A person or business entity legally licensed by the
State of North Carolina Licensing Board for
General Contractors; to perform installation,
repairs, and connections to County water and sewer
systems. The license holder must also have the
Underground Utilities designation in addition to a
General Contractor license.
County: Brunswick County.
Customer: Any person, firm, association, business, or
governmental agency that receives water and / or
sewer service from Brunswick County Public
Utilities.
Density: The number of habitable structures per acre, or
number of bedrooms per development, used to
calculate water and waste water flow rates.
Design Manual: This Brunswick County Engineering Design
TS 001 Page 2 16

June 2020 Brunswick County Engineering Department Revision 1.01
Manual, Technical Specifications, and Standard
Details for Water and Sewer Systems.
Developer: Any person, firm, corporation, or other legal entity
improving property for commercial, industrial, or
residential purposes.
Drawings: All plans, profiles, maps, or other drawings that
show the location, character, dimensions, and
details of the work produced by an Engineer.
Design Work: Work produced by a Professional Engineer for a
developer or the County related to the installation of
water, sewer, or stormwater infrastructure.
DWQ: Division of Water Quality (a division of NCDEQ).
Easement: Legal rights conveyed by a Grantor to a Grantee to
any person, firm, corporation or public entity for the
use of a strip or parcel of land for a specified
purpose; fee simple land ownership rights do not
convey with an easement.
EJCDC: Engineers Joint Contract Documents Committee.
Engineer: A person registered as a Professional Engineer by
the North Carolina Board of Registration for
Engineers and Land Surveyors (the Board) in one
of the approved fields of licensure by the Board and
qualified to design and permit water transmission
and distribution, sewer collection, pump
stations, water treatment, wastewater treatment,
stormwater, streets, curb and guttering, or other
required design elements and procedures.
FDC: Fire Department Connection; a device on the size of
a building, or possibly some distance remote from
the building, that is connected to the sprinkler
system for the purposes of allowing the Fire
Department to boost the sprinkler system pressure
via external means — usually by use of a fire
department pumper truck.
Feet of Head: A unit of pressure measurement; a column of water
2.31 feet tall = 1.0 PSIG.
Governing Authority: The Board of Commissioners of Brunswick County,
North Carolina.
TS 001 Page 3 1 6

June 2020 Brunswick County Engineering Department Revision 1.01
Lot: A piece, parcel, tract, or plat of land intended as a
unit for the transfer of ownership for development.
NCDEQ: North Carolina Department of Environmental
Quality.
NCDOT: North Carolina Department of Transportation.
NEC: National Electrical Code — NFPA 70.
NEMA: National Electrical Manufacturers Association.
NFPA 110: National Fire Protection Association; Standard for
Emergency and Standby Power Systems.
NSF: National Sanitation Foundation.
Owner: Brunswick County, or County.
Planning Commission: The Brunswick County Planning Board.
Plat: A map or drawing upon which a plan of subdivision
or development is presented for review and
approval.
PSIG: Pounds per Square Inch, Gage — a unit of pressure
measurement.
Public Right -of- Way (or ROW): Public rights -of -way are considered to mean public
street rights -of -way or any other public right-of-
way.
Public Utility Easement, or (PUE): Permanent easements and associated rights in the
name of the County as the Guarantee and that are a
matter of public record by virtue of being recorded
at the County Register of Deeds office; usually
obtained for the installation and maintenance of
water mains, sewer mains, water and/or sewer pump
stations, water storage tanks, etc.
Pump Station: A structure or pumping facility used to facilitate the
transmission of water or wastewater through the use
of pumps and a transmission and/or distribution
system.
Private Easement: Easement rights negotiated between two private
parties; the County is not a party to a Private
Easement.
TS 001 Page 4 16

June 2020 Brunswick County Engineering Department Revision 1.01
PWSS:
Public Water Supply Systems (a division of
NCDEQ).
SCADA: Supervisory Control and Data Acquisition; a means
of remotely monitoring water, sewer, and pump
station infrastructure.
Service Box: A water meter box or a low pressure sewer box on a
customer's property.
Service Lateral: The connection between a County water and/or
sewer main and the service box on the customer's
property.
Sewer Main: Any pipe or conduit that is part of the County's
sewer transmission and/or distribution system and is
used to transport sewer flow from more than one
user connection to a waste water treatment facility.
Shop Submittals: Technical information submitted to the Engineer
and / or the County for review and approval of
materials to be used in the construction of water
and sewer systems.
Standard Details: The water, sewer, and pump station detail drawings
prepared by the County Engineering and Public
Utilities departments and are posted on the County
website for use by the design community.
Subdivision: The division of a tract of land into two or more lots
for the purpose, whether immediate or future, of
sale or development. This includes all division of
land involving a new street or a change in the
arrangement of streets and includes any re -
subdivision of land. Subdivision shall also refer to
uses of land not ordinarily considered a subdivision
such as mobile home parks, multifamily parcels,
townhouses, and planned unit developments.
Surveyor: A person registered as a Land Surveyor by the
North Carolina Board of Registration for Engineers
and Land Surveyors and qualified to practice
land surveying.
Temporary Construction Easement: Temporary Construction Easements that are
TS 001 Page 5 1 6

June 2020 Brunswick County Engineering Department Revision 1.01
obtained from a private or public landowner for
temporary impacts due to utility infrastructure
construction; TCEs are not recorded at the County
Register of Deeds and the TCE dissolves at the end
of the construction project.
User Connection: The point of connection of a customer's plumbing
to the County's service box.
Water Main: Any pipe or conduit that is part of the County's
water transmission and/or distribution system and is
used to transport water flow to more than one user
connection from a water treatment facility.
TS 001 Page 6 1 6

September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 002
EXISTING UNDERGROUND UTILITY LINES AND STRUCTURES
1.0 General
a) Every landowner, developer, or contractor who contracts to perform excavation,
demolition, or installation activities within a site or on a project located in
Brunswick County is responsible to ascertain the location and type of all
underground utility lines or structures that may be located within the limits of the
project work area.
b) Some of these underground utilities or structures may have been designated on the
plans, however, the exact location may vary and others may not be designated.
The contractor is fully responsible for verification of the exact location of all
underground utility lines or structures within the work limits, whether shown on
the plans or not, and for providing necessary protection and/or repair if damaged.
c) For a Brunswick County Capital Improvement Program (CIP) project Article 21
of the Brunswick County General Conditions of the Contract is also a part of this
specification and is fully incorporated herein. Where a conflict may exist
between this technical specification and Article 21 of the General Conditions, this
specification shall be subordinate to Article 21 of the General Condition of the
Contract.
2.0 Underground Damage Prevention Act
a) The contractor is directed to comply fully with the applicable provisions of Senate
Bill 168 "Underground Damage Prevention Act" as passed by the General
Assembly of the State of North Carolina.
b) Listing of Utility Companies: The following utility companies may have facilities
within the work limits and it is required that the contractor establish coordination
and utilities location with each prior to initiating work. There may be others not
mentioned here and it is the contractor's responsibility to ensure that the proper
notification has been made to all utilities owners with infrastructure within the
proposed project work area:
1) Brunswick County Public Utilities
250 Grey Water Road NE
Field Operations Center
Supply, North Carolina 28462
910.253.2860
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September 2012 Brunswick County Engineering Department Revision 1.00
2) ATMC
640 Whiteville Road NW
Post Office Box 3198
Shallotte, North Carolina 28459
910.755.1706
3) Brunswick EMC
Post Office Box 826
Shallotte, North Carolina 28459
910.754.4391
800.842.5871
4) Progress Energy Carolinas, Inc.
8645 Trade Street
Leland, North Carolina 28451
910.383.4042
5) Piedmont Natural Gas
Corporate Office
4720 Piedmont Row Drive
Charlotte, North Carolina 28210
704.364.3120
Natural Gas Emergencies: 800.752.7504 or 911
6) The contractor shall call the North Carolina One Call Center at:
811 or 1-800-632-4949
www.nc811.org
for locates on underground utilities.
3.0 Existing Underground Utility line or Structure Location and Marking by Owners
a) The contractor shall make a documented request to the North Carolina One Call
Center, and/or individual utility owners, in order to locate their facilities within
the project work limits at least 48 hours in advance of the day excavation or
demolition work is scheduled to begin. Location assistance requested from the
owner should include the actual horizontal location, type number, size and depth
of all lines. Some, but not all, cooperative actions the contractor should take
either on or off the job site are as follows:
b) The contractor shall ascertain if the utility owner desires to have his representative
present during the work.
c) The contractor shall comply with all standard regulations and take all precautions
required by the owner of the facility.
d) All costs associated with locating and marking existing utilities or the utilities
representatives shall be the responsibility of the contractor.
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September 2012 Brunswick County Engineering Department Revision 1.00
e) The contractor shall inform all equipment operators, either those employed by
him or those employed by his subcontractors, of information obtained from the
utility owners prior to initiation of work.
f) The contractor shall immediately notify utility owner of any leaks or breaks,
dents, gouges, grooves or other damages to such line coating or cathodic
protection created or discovered by him in the course of the work.
g) The contractor must immediately alert the occupants of the adjacent premises of
any emergencies that he may create or discover at the work site.
4.0 Location and Protection of Utility Lines
a) The location of all utilities shall be made with locating equipment well in advance
of actual work. The located facility shall be plainly marked by coded paint
designations on the paved areas or by coded stakes or flags along the unpaved
areas. All marked locations are to be made at least 500 feet in advance of all
trench excavation and the location and utility protection provided by the
contractor must be to the satisfaction of the engineer and the County.
Furthermore, the contractor shall uncover any utility and obtain the utility
elevation as required by the engineer. All damages to existing utility facilities in
the work area during trenching and installation of facilities for this contract are
the responsibility of the contractor and he shall repair or replace damaged lines to
the satisfaction of the utility owner.
5.0 Protection of Existing Utilities and Facilities
a) In the conduct of his operations, the contractor shall take special precautions to
protect equipment, structures, utility lines, roadways, subsurfaces, submerged, and
overhead facilities against damage. In the event the facilities are disturbed,
damaged, or injured as a result of the contractor's operation then the contractor
shall immediately notify the utility owner and the County, and in conjunction
with the owner determine the proper method of replacing, repairing, or restoring
the affected facilities to the conditions which existed prior to the contractor's
operations.
b) The contractor shall, at his own expense, replace, repair or restore the affected
facilities or areas to their original condition or shall reimburse the owner of said
facilities for such expenses as the said owner may accrue in performing the work.
6.0 Connections to Existing Facilities
a) Connections to existing facilities which are in service shall be thoroughly planned
in advance, and all required equipment, materials and labor required for a
successful connection shall be on hand at the time of undertaking the connections.
Work shall proceed continuously (around the clock) if necessary to complete
connections in the minimum time. Operation of valves or other appurtenances on
existing utilities, when required, shall be by or under the direct supervision of the
owning utility.
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September 2012 Brunswick County Engineering Department Revision 1.00
b) Brunswick County Engineering and Utilities Departments do not allow tapping
operations to existing mains on Fridays or on the day before a scheduled County
holiday.
c) A County Engineering and /or Public Utilities department inspector must be
present during all wet tap operations on existing mains, and the contractor shall
retrieve the coupon removed from the main and deliver same to County staff
for verification of successful coupon removal.
d) The contractor shall comply with all NCDOT requirements for work within public
rights- of -way during normal working hours and also in advance of weekends and
holidays.
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 003
FIELD ENGINEERING
1.0 General
a) The intent of this specification is to briefly describe the responsibilities of the
Engineer and the utility contractor with regards to field engineering for a water
and / or sewer project permitted in the County's name as public infrastructure.
b) For a Brunswick County Capital Improvement Program (CIP) project Article 11
of the Brunswick County General Conditions of the Contract is also a part of this
specification and is fully incorporated herein. Where a conflict may exist
between this technical specification and Article 11 of the General Conditions, this
specification shall be subordinate to Article I 1 of the General Condition of the
Contract.
2.0 Construction Layout
a) It shall be the Engineer's responsibility to:
1) Perform all required field surveying and engineering in order to produce
accurate plans for the project.
2) For projects that involve public sewer, the engineer shall field locate all
wells within the construction project limits and within the radius of any
wellhead protection zone required by the North Carolina Department of
Environmental Quality / Public Water Supply Section, and to show the
location of these wells and wellhead protection radii on the engineered
drawings submitted to Brunswick County Engineering for plan review and
approval. They shall also be shown on the asbuilt drawings.
3) Establish all required horizontal and vertical control required for the
project work area for the contractor by utilizing permanent and temporary
benchmarks and showing these benchmarks on the engineered plans.
b) It shall be the utility contractor's responsibility to:
I) Utilize the provided bench marks for vertical and horizontal control as
indicated on the plans. It shall be the responsibility of the utility
contractor to perform all of the field horizontal and vertical control of the
facilities, and to maintain or replace these points and to provide such
supplemental and additional finished lines, offsets, grades, and other
measurements as may be required to ensure control and completion of the
work, including staking the work limits of any utility easement and/or
rights -of -way.
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September 2012 Brunswick County Engineering Department Revision 1.00
2) All permanent and temporary benchmarks used during construction layout
shall be noted on the record drawings and asbuilt drawings.
3.0 Asbuilt Drawings
a) It shall be the utility contractor's responsibility to:
1) Maintain a marked up set of the construction drawings that accurately
reflects all changes made to the work as approved by the Engineer and/or
Brunswick County staff.
2) Provide the record drawings to the Engineer at the end of the project so
that accurate asbuilt drawings can be produced by the Engineer.
b) It shall be the Engineer's responsibility to:
1) Provide asbuilt drawings to Brunswick County at the end of the project in
accordance with:
a) The Brunswick County Construction Checklist, and
b) Brunswick County Technical Specification TS 010: As -Built
Drawings.
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 004
SPECIAL PROJECT PROCEDURES
1.0 General
a) It is the intent of this specification to provide general information on special
project procedures and County policy on making taps on mains, water for flushing
and pressure testing, etc.
b) For a Brunswick County Capital Improvement Program (CIP) project, this
specification shall be subordinate to the County Construction Documents Project
Manual for that CIP project as if fully incorporated herein.
c) Any areas covered in this specification but not covered in the Co,
Construction Documents Project Manual for a CIP project shall be fully in force
for either a developer installed project or a County CIP project. An example of
this would be the County policy for not allowing a new tap on a main on Fridays
or the day before a scheduled County holiday.
d) Contact Brunswick County Engineering and/or Public Utilities staff with any
questions about special project procedures.
2.0 Excavation and Trenching Plan
a) Prior to initiating any excavation or trenching operations the utility contractor
shall prepare a detailed excavation and trenching plan for the safety of his
employees. This plan shall indicate the intended procedures to be used by the
contractor to comply with all OSHA requirements. Such plan should further
identify a competent person that will work with each crew. A copy of said plan
shall be available for review at the job site at all times.
3.0 Removal of Pipe
a) Any pipeline placed outside of public rights -of -way and/or utility easements as
shown on the approved plans will be removed and reinstalled at the correct
location at the contractor's expense.
4.0 Water for Flushing and Pressure Testing
a) The utility contractor shall coordinate with Brunswick County staff prior to
operating any County water system valve, or obtaining County water for any
purpose.
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September 2012 Brunswick County Engineering Department Revision 1.00
5.0 Taps on Existing County Mains
a) Brunswick County staff must be present at all wet taps to existing County water
and sewer mains. No new connections will be conducted on Fridays or the day
before a scheduled County holiday. Taps will not be allowed later than 1pm. The
contractor shall deliver the coupon removed from the main to County staff.
6.0 Project Videotape
a) For all County capital improvement program (CIP) projects the utility contractor
shall provide a preconstruction project videotape on a DVD to County
Engineering or Public Utilities. The playback speed and quality of recording
must be acceptable to the County. For all projects the utility contractor shall
comply with all NCDOT requirements for a project videotape in accordance with
all project conditions in the issued right-of-way Encroachment Agreement.
7.0 Drainage
a) The utility contractor shall maintain drainage ways to a condition at least equal to
preconstruction conditions. Positive drainage shall be provided at all times.
8.0 Traffic Signs
a) Street signs and markers which are temporarily removed shall be protected and
reinstalled within the same workday in which they are taken down.
9.0 Other Contractors and Subcontractors
a) The utility contractor is responsible for coordinating work with that of other
contractors working within the same area, and also for the scheduling and
oversight of any subcontractors working for the prime contractor. On County
capital improvement projects no more than 50% of the project can be
subcontracted in accordance with the Contract Documents.
10.0 Temporary Storage Areas
a) The utility contractor is responsible for obtaining and maintaining storage areas
for materials and equipment. For County capital improvement projects (CIP) any
agreements made with private property owners shall be documented in writing
and a copy of the agreement provided to County Engineering and / or Public
Utilities. Maintenance shall include grass cutting, positive drainage, regular clean-
ups, final clean-up, and restoration.
11.0 Notification to Residents
a) The utility contractor shall notify local residents of construction activity at least
seven days prior to beginning work in the project area.
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September 2012 Brunswick County Engineering Department Revision 1.00
12.0 Clean-up and Restoration
a) Clean-up and restoration shall be performed at the earliest possible time. Within
seven (7) days of completion of backfilling, clean-up shall be complete for all
backfilled construction areas. Within thirty (30) days of completion of
backfilling, final restoration shall be complete. If final clean up and restoration
of the areas are not completed within thirty (30) days, a stop work order may be
given and efforts will be made to restore those areas. No claim for extra time will
be allowed as a result of stop work orders for clean up and restoration.
13.0 Pavement Restoration
a) Minimum thickness for restoration pavement shall be equal to the originally
disturbed pavement (or thicker if so specified elsewhere). Minimum thickness for
restoration of aggregate base course shall be equal to the originally disturbed
aggregate base course (or thicker if so specified elsewhere).
14.0 Repair of Existing Dirt and Gravel Roads
a) The utility contractor is responsible to repair and re -grade all dirt and gravel roads
that have been disturbed by construction operations in the project area. Each road
shall be re -graded as required prior to final completion and acceptance of the
project by the County.
15.0 Contractor Work Force
a) For County Capital Improvement Program (CIP) projects, the contractor shall not
bid with the intent to, nor will be permitted to, subcontract more than fifty (50)
percent of the total dollar value of the total contract as determined from the
breakdown of unit prices contained in the proposal. This provision will be
interpreted to mean that the on -site labor and materials associated with the
construction of those items of work which total at least fifty (50) percent of the
total dollar value of the total contract must be provided by the contractor's own
personnel and equipment (owned and rented).
16.0 Permits and Pre -Construction Conference
a) The utility contractor shall not begin work on the project before the Pre -
Construction Conference (Pre -Con) conducted by County staff. This required
meeting will not be scheduled until all applicable water, sewer, stormwater,
NCDOT encroachment, or other required permits have been issued by the
appropriate regulatory agencies. The utility contractor is responsible for
understanding and obeying all local, state, and federal government laws and
ordinances pertaining to the project work.
b) For work in the public ROW where a NCDOT encroachment permit is required
the contractor will, if NCDOT does not attend the scheduled Pre -Construction
Conference at County Engineering, schedule a separate meeting with NCDOT as
required prior to commencement of any work activities in the public right-of-way.
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September 2012 Brunswick County Engineering Department Revision 1.00
17.0 Private Property Encroachments
a) The utility contractor is forbidden to work off the right-of-way or public utility
easement without written permission of the adjoining property owner. If it comes
to the attention of the County or Engineer that the contractor has so encroached, it
will be cause for suspension of work until such written permission is obtained. In
the case of permanent easements, the contractor is to ascertain that such
easements have been acquired and recorded prior to commencing construction.
The contractor is advised to confirm with County staff that any temporary
construction easements shown on the approved plans have been obtained from the
affected property owner prior to accessing that private parcel. County staff will
assist the utility contractor with confirming properly recorded public utility
easements and temporary construction easements if so requested.
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 005
PROJECT MEETINGS
1.0 Preconstruction Conference
a) A Pre -Construction Conference (Pre -Con) with Brunswick County Engineering is
required prior to beginning any installation of new water, sewer, or pump station
utilities that are permitted in the County's name. These meetings are held in the
Engineering Department and require a minimum of forty-eight (48) hours
notification to schedule. Required attendees are the Engineer, utility contractor's
project manager, utility contractor's field superintendent, and the Engineering
Inspector assigned to the project.
b) On occasion the Pre -Con may be allowed, at the County's discretion, to be held
at the project site depending upon the nature of the work. These onsite meetings
will be scheduled with the Engineering Inspector that is assigned to the project.
c) If the NCDOT does not, or cannot, attend the scheduled Pre -Construction
Conference at County Engineering, then it is the responsibility of the utility
contractor, in accordance with the special provisions of the right-of-way
encroachment permit, to schedule the required NCDOT pre -construction
conference prior to beginning any work in the public ROW. The County
Engineering Inspector must be in attendance as this NCDOT Pre -Construction
meeting.
d) The required Pre -Con for County capital improvement projects (CIP) will not be
scheduled prior to the utility contractor providing the digital DVD, of good
viewable quality, to County Engineering in advance of requesting the Pre -Con so
that it can be determined if the video quality is acceptable.
2.0 Monthly Progress Meetings — CIP projects
a) For County Capital Improvement Program (CIP) projects the County requires
a regularly scheduled monthly progress meeting in order to discuss project
progress, updated project schedule, material issues, public complaints, and all
other issues that need resolution and that may affect project completion within the
Contract Time. Article 31 of the Brunswick County General Conditions of the
Contract covers the required monthly progress meetings and is considered
incorporated in this specification as if fully contained herein.
b) Required attendees at these meetings are the utility contractor, Engineer, County
staff, municipal officials if applicable, and any subcontractors to the prime
contractor. Minutes will be taken at these meetings and disseminated to all
attendees.
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 006
PROJECT SCHEDULE
1.0 Preparation
a) For a County Capital Improvement Program (CIP) project the utility contractor
shall comply fully Article 32 of the Brunswick County General Conditions of the
Contract.
b) The basic requirements of Article 32 of the General Conditions are:
1) The Project Expediter provide a project construction schedule in the form
of a either a detailed bar chart or Critical Path Method (CPM).
2) This schedule shall be submitted to the Engineer / Designer for review,
comments, and approval.
3) The proposed project schedule shall be presented to the Engineer /
Designer no later than ten (10) days after the project start date for projects
with a total Contract Price of $500,000 or less.
4) The proposed project schedule shall be presented to the Engineer /
Designer no later than thirty (30) days after the project start date for
projects with a total Contract Price in excess of $500,000.
5) No Request for Payment will be processed until schedule is accepted by
the County.
c) Each activity in the progress or work schedule shall be identified and a time for
the performance of such activity indicated. Each activity shall be preceded by all
work that must be accomplished prior to that activity. All abbreviations, codes
and/or symbols used shall be described on the schedule. The critical path shall be
identified. The submittal shall be reviewed, and comments shall be addressed by
the utility contractor prior to County approval. The approved schedule shall be
the baseline for all schedule adjustments under the Contract.
d) If requested by the County, in accordance with Article 32 of the General
Conditions, the schedule will accurately reflect the cost associated with each
scheduled activity. The schedule will include all testing, inspection, and
certification activities.
2.0 Additional Project Schedule Information
a) Refer to Article 32 of the General Conditions of the Contract.
b) Direct any questions to County Engineering and / or Public Utilities staff.
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 007
PROJECT SUBMITTALS
1.0 General
a) The intent of this specification is to provide guidance to the utility contractor
on the project submittal process.
b) For Brunswick County Capital Improvement Program (CIP) projects, Article 10
of the Brunswick County General Conditions of the Contract provides guidance
on the project submittal process, and the utility contractor shall comply with the
General Conditions for the submittal process. Article 10 of the General
Conditions of the Contract is fully incorporated herein by reference.
2.0 Submittals
a) Submittals are defined as shop drawings, diagrams, illustrations, schedules,
performance charts, technical specification sheets, sewer pump curves, brochures,
and other data prepared and submitted for review and approval by the utility
contractor for the project.
3.0 Submittal Procedures
a) All submittals shall be delivered to the Engineer by the utility contractor. The
Engineer will review the submittals and certify they meet or exceed County
requirements. The number of required copies to be submitted will be determined
by the Engineer with a minimum of three (3) — one set will be retained by the
Engineer and the remaining two sets will be given back to the utility contractor
and the County after review and approval by the Engineer.
4.0 Shop Drawings
a) Shop drawings shall show the principal dimensions, weight, structural and
operating features, performance characteristics, wiring diagrams, space required,
clearances, type and/or brand of finish or shop coat, grease fittings, etc.,
depending on the subject of the drawing. When it is customary to do so, or when
the material dimensions are of particular importance or when so specified, the
drawings shall be certified by the manufacturer or fabricator as correct.
b) When so specified or if considered by the Engineer to be acceptable,
manufacturer's specifications, catalog data, descriptive matter, illustrations, etc.,
may be submitted for review in place of shop and working drawings. In such
case, the requirements shall be as specified for shop and working drawings,
insofar as possible.
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September 2012 Brunswick County Engineering Department Revision 1.00
c) The utility contractor shall be responsible for the prompt submission of all shop
and working drawings in accordance with the project schedule to prevent delay to
the commencement of work due to the absence of such drawings.
d) No material shall be purchased or fabricated until the required shop drawings and
associated submittals have been submitted, reviewed, and approved by the
Engineer.
5.0 Developer Installed Infrastructure
a) The developer's Engineer shall be responsible for ensuring the contractor utilizes
materials that meet the County's technical specifications and standard details for
water and sewer infrastructure that is permitted in the County's name.
b) County staff reserves the right to reject any material deemed unfit or not meeting
County standards.
5.0 Certifications and Tests
a) Two copies of certifications and reports of tests, when required under the various
sections of the Contract Documents, shall be submitted to the Engineer.
b) The utility contractor shall provide the originals of all bacteriological testing
results for water mains to the County.
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 008
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
1.0 General
a) This specification details the utility contractor's responsibilities for providing
temporary facilities and necessary controls required for the successful completion
of a utility infrastructure project.
b) For Brunswick County Capital Improvement Program (CIP) projects the
Brunswick County General Conditions of the Contract provide guidance on
construction facilities and temporary controls, and the utility contractor shall fully
comply with the General Conditions. The Brunswick County General Conditions
of the Contract is fully incorporated herein by reference and is considered a part
of this specification.
c) Contact County staff with any questions concerning Construction Facilities and
Temporary Controls.
2.0 Consent for Utilization of Private Property
a) The utility contractor is responsible for obtaining written consent from the proper
parties prior to entering or utilizing any private property for any project involving
Brunswick County. A copy of the agreement between the contractor and the
property owner must be provided to County staff prior to commencing any work
on the project that involves the utilization of any privately owned property.
3.0 Work Zones, Traffic Interference, and Street Protection
a) The utility contractor is solely responsible for all work zone setup and
maintenance and personnel safety on the project work site.
b) The utility contractor shall not close or obstruct any portion of a public street or
road or any private right-of-way without obtaining permits or permissions from
the proper authorities or owners. The utility contractor shall, twenty-four (24)
hours in advance of closing any street, if approved, notify the NCDOT, police,
sheriff, and fire departments. He shall cooperate with all appropriate authorities
in the establishment of alternate routes and, at his own expense, shall provide
adequate, plainly -marked detour signs.
c) If any public street or road or private right-of-way is rendered unsafe by the utility
contractor's operations then he shall immediately make any repairs or provide
such temporary access as may be needed for the traveling public that is acceptable
to the appropriate authority.
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September 2012 Brunswick County Engineering Department Revision 1.00
d) Streets, roads, private ways and walks not closed shall be maintained passable by
the utility contractor at his expense, and the utility contractor shall assume full
responsibility for the adequacy and safety of any and all provisions made.
e) Traffic shall be maintained in accordance with the North Carolina Department of
Transportation traffic maintenance procedures. For work within the public rights -
of -way the issued NCDOT encroachment permit shall be on the job site at all
times work is ongoing and shall be accessible for inspection if requested by
NCDOT and / or County staff.
f) For the proper control of traffic, the contractor shall provide work zones in
accordance with the Manual on Uniform Traffic Control Devices (MUTCD) or
any other applicable guidance documents published by NCDOT.
4.0 Traffic Safety
a) The utility contractor shall furnish, erect and maintain all barricades, warning
signs, and markings for hazards necessary to protect the public and the work,
especially when excavating adjacent to existing roadways. When used during
periods of darkness, such barricades, warning signs and hazard markings shall be
suitably illuminated. Flagmen, if required, shall be provided to facilitate safe
movement between construction operations and normal traffic flow. For vehicular
and pedestrian traffic, the contractor shall furnish, erect and maintain barricades,
warning signs, lights and other traffic control devices in conformity with the
Manual of Uniform Traffic Control Devices for Streets and Highways and all
NCDOT requirements.
b) The utility contractor is responsible for obtaining permission from the North
Carolina Department of Transportation for road closures, detours, and for any
work within, or on, public streets and rights -of -way.
5.0 Roadways and Haul Roads
a) In general, the utility contractor shall confine his equipment and hauling where
practical to existing public rights -of -way or easements acquired by the County. If
existing pavement is damaged by the contractor's hauling operations, it shall be
repaired to its original condition at the contractor's expense, including full width
overlay if determined needed by the County, Engineer, and/or NCDOT (if a
public street or road). Existing roads shall be kept clean and free from all dirt,
mud, or construction debris.
6.0 Safety Precautions
a) Until final acceptance of the work, the utility contractor shall continuously
maintain adequate protection of the work and work in progress from damage. He
shall adequately protect adjacent private and public property as provided by law
and these Specifications.
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September 2012 Brunswick County Engineering Department Revision 1.00
b) The utility contractor shall take all necessary precautions for the safety of
employees on the work, and shall comply with all applicable provisions of
federal, state and local safety laws and building codes to prevent accidents or
injury; to persons on, about or adjacent to the premises where the work is being
performed. He shall erect and properly maintain at all times as required by the
conditions and progress of the work, all necessary safeguards and barricades for
the protection of employees performing the work and provide for the safety of
others near the work site.
7.0 Accident Reporting and Risk Assumption
a) The utility contractor shall assume all risks of loss or damage of any kind to any
vehicles, machinery, equipment, materials or supplies which it shall provide in
doing the work.
b) The utility contractor is responsible for adequate reporting, to the County and all
applicable authorities, all serious accidents related to any work involving the
County either on County CIP projects or developer installed infrastructure
permitted in the name of Brunswick County.
c) If a claim is made or suit is filed by anyone against the utility contractor, or any
subcontractor to the utility contractor, on account of any accident, the utility
contractor shall promptly report the facts in writing to the County giving full
details of the claim.
8.0 Operational Hours
a) The utility contractor shall limit his work activities to daylight hours between 7:30
a.m. until 6:00 p.m., Monday through Friday, excluding holidays.
b) The utility contractor shall also comply with all conditions contained within an
approved NCDOT encroachment permit with regards to working hours in the
public rights -of -way and ceasing work within the rights -of -way in advance of a
recognized holiday.
9.0 Noise Control
a) Every possible measure or method shall be employed by the utility contractor to
minimize the effects of noise from equipment and pumps to include mufflers,
baffles, etc. Special effort shall be made to exercise noise abatement between
sunset and sunrise.
10.0 Provision for Temporary Sanitary Facilities
a) The utility contractor shall provide, maintain, and remove, when no longer
required, an adequate number of temporary, prefabricated, chemical -type toilets
with proper enclosures for the use of workmen during construction.
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September 2012 Brunswick County Engineering Department Revision 1.00
11.0 Dust Control
a) The utility contractor shall conduct operations and maintain the work area in such
a way as to minimize the creation and dispersion of dust. Water dispensing
equipment may be required to reduce dust.
12.0 Temporary Water
a) The utility contractor shall make all necessary arrangements for all water required
during the entire construction period for pressure testing, flushing, dust control,
and other requirements. Water needed for flushing and pressure testing may be
provided at the discretion of the County.
b) The utility contractor is responsible for coordinating with the County regarding
the need for temporary construction water. System valves on the existing County
water system shall not be operated by the utility contractor without the
permission of County staff.
c) Hydrant meters are available from Public Utilities — all applicable rates and fees
apply and must be paid by the utility contractor for the use of a hydrant meter.
All hydrant meters must have an approved backflow prevention device attached to
the hydrant meter to prevent cross contamination of the County's water
distribution system. Contact Public Utilities for additional information on the use
of hydrant meters for temporary water.
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 009
SEDIMENTATION AND EROSION CONTROL
1.0 General
a) The intent of this specification is to provide guidance on all measures necessary
for effective erosion and sedimentation control within the construction limits of
the project, and for prevention of sediment laden runoff leaving the construction
limits or entering ditches, streams or water impoundments.
2.0 Utility Contractor's responsibility
a) The utility contractor agrees to meet all of the conditions of the NCDEQ issued
Sedimentation and Erosion Control Permit for land disturbing activities, and shall
be responsible for prevention of damage to properties outside of the construction
limits from siltation due to construction of the project.
b) The utility contractor shall assume all responsibilities to the affected property
owners for correction of damages which may occur. The utility contractor further
agrees to assume all responsibilities for fines or damages accessed against the
County by any regulatory agency or individual due to lack of proper erosion and
sediment control during construction.
c) The County reserves the right to withhold all submitted pay requests if erosion
and sedimentation measures are not satisfactory. The County also reserves the
right to withhold a portion of the Contractor's pay requests sufficient to pay any
and all assessed fines as required.
3.0 Construction Sequence
a) While the use of erosion and sedimentation control devices is especially important
on areas of steep topography, easily erodible soils, and sites in close proximity to
water courses throughout the construction period, the control measures shall be
installed prior to the commencement of land clearing and shall be fully
maintained and periodically inspected until final restoration and stabilization is
completed. Unrestored cleared areas shall be kept to a minimum. Disturbed areas
ahead of construction shall only be accomplished on those segments for the
shortest practical distance as required for continual progress.
b) Final restoration shall not be delayed until completion of the project but will
be carried out in phases as the work proceeds. Under no circumstances will
any areas be left unrestored for more than thirty (30) thirty calendar days without
some form of stabilization until final restoration is complete.
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September 2012 Brunswick County Engineering Department Revision 1.00
4.0 Sedimentation Control Measures
a) Sediment control devices or measures which may be required to prevent
sedimentation of streams, water courses, or drainage structures are:
Earth berms and/or diversion and intercept ditches
Sediment traps
Filter berms
Filter inlets
Silt fences - not to be placed in streams or ditches perpendicular to flow
Check dams gravel filter
Gravel construction exits
5.0 Erosion Control Measures
a) Erosion control measures which may be required are:
Earth slope protection
Diagonal water breaks diversion berms
Diversion channels
Preservation of existing vegetation
Storm inlet protection
Stream crossings
Energy dissipaters
Matting of re -seeded areas
6.0 Detail Drawing and Additional Measures
a) Sedimentation and erosion control details are shown in the plans for installation at
locations designated or as otherwise required by the regulating agency or by
direction of Brunswick County or Engineer as work proceeds. If significant
sedimentation is occurring as a result of activity on the construction site, despite
the application and maintenance of prescribed protective measures, the utility
contractor shall be required to take additional protective measures.
7.0 Stream Protection
a) Where construction activities are necessary in close proximity to streams and
other waterways, they shall be performed in a manner that does not contribute to
degradation of or blockage of the stream -flow. In order to prevent possible
degradation or blockages, the utility contractor shall be required to:
1) Keep all construction debris, excavated materials, brush, rocks, refuse, and
topsoil as far from these waterways as possible. Restrict machinery
operation or stream crossings in waterways to the extent necessary for
construction of utilities crossings.
2) If construction work areas are necessary in a waterway, they shall be
protected as indicated on the approved plans.
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September 2012 Brunswick County Engineering Department Revision 1.00
3) If temporary roadways are essential for the construction activities, they
shall be constructed of soils which are not highly erodible materials and
must not span more than half way across the water course or wetland area
at any one time unless otherwise approved by the Engineer.
These temporary roadways shall be entirely removed as soon as their
requirement is met. Work in these areas shall follow the requirements
of the Corp of Engineers or CAMA permit or plans as applicable.
8.0 Construction Access
a) The travel of equipment to and from the construction areas shall be minimized not
only to protect areas that will not be denuded, but also to prevent the spreading of
sediment within and outside of the construction areas. Therefore, special
construction equipment travel corridors will be established for this use and
instructions shall be issued for their use. Use of these corridors shall be fully
enforced. Other non -essential traffic will be restricted or discouraged.
Indiscriminate and convenience traffic shall not be allowed.
9.0 Stockpile, Laydown, and Borrow Areas
a) The utility contractor shall be responsible for selecting, obtaining, and
maintaining all required stockpile, laydown, or borrow areas needed for the
project. He is also required to design and incorporate all necessary sediment
and erosion controls measures necessary to prevent erosion and runoff of
sediment to adjacent areas.
b) For County capital improvement (CIP) projects it is required that a fully executed
copy of any and all agreements between the contractor and private property
owners be provided to the County for the project file. The County is not, and shall
not be, a party to any private agreements that the contractor enters into with a
private property owner for stockpile, laydown, and borrow areas.
c) The utility contractor is responsible for obtaining all necessary permits or
approvals for these areas outside the construction limits.
10.0 Disposal of Excess Water from Excavations
a) The utility contractor shall practice proper management of any excess water
pumped from excavations to minimize the production and spreading of sediment.
Pumped water shall be discharged onto stabilized surfaces and allowed to filter
through existing vegetation if possible; otherwise, additional control measures
may be necessary. If ditches are required to remove pumped water from
construction excavations, they shall be given the same consideration as any
other man-made waterway and shall be stabilized so as to not degrade and
produce sediment.
b) The utility contractor is responsible for understanding and complying with all
conditions contained within a NCDOT encroachment permit for work in the
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September 2012 Brunswick County Engineering Department Revision 1.00
public rights -of -way concerning the pumping of excess water from excavations
and the use of drainage ditches in the rights -of -way.
11.0 Excavation and Backfill
a) Excavations shall be closely controlled and all the material removed from them
shall be selectively stockpiled in areas where a minimum of sediment will be
generated and where other damage will not result from the piled material.
b) Drainageways shall be protected at all times and the placement of material in
drainageways for convenience shall not be allowed.
c) Backfilling operations shall be performed in such a manner that remaining trees
are not damaged. Temporary repaving shall be placed promptly after backfill
operations are completed in improved areas.
12.0 Dust Control
a) The utility contractor shall control dust throughout the project duration, within the
project area, and at all other areas affected by the construction of the project.
Dust control shall not be considered effective where the amount of dust creates a
potential or actual unsafe condition, public nuisance or condition endangering the
value, utility or appearance of any property.
b) The utility contractor will not be directly compensated for any dust control
measures necessary, as this work will be considered incidental to the work
covered by the various contract items.
13.0 Removal of Sediment and Erosion Control Devices and Final Grading and Seeding
a) After the construction phase is complete permanent vegetation of the areas that
have been disturbed shall be re-established as rapidly as possible. If the
completion of the construction activities do not coincide with a season in which
permanent vegetation can be generated, an interim or temporary program is
required. Once disturbed areas have been stabilized adequately, the utility
contractor shall dismantle and remove sediment and erosion control devices used
during construction and dress up and seed these areas.
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October 2021 Brunswick County Engineering Department Revision 1.02
Technical Specification 010
AS -BUILT (RECORD) DRAWINGS
1.0 General
a) It is the intent of this specification to provide information to the design engineer
and utility contractor concerning requirements for acceptable record drawings for
all projects with infrastructure permitted in the county's name.
b) Accurate as built drawings are an important closeout component of a project and
are required for:
• Signing water, sewer, and pump station state permit certifications
• Issuance of Substantial Completion and Final Acceptance
• Updating the county water and sewer GIS utility map
Water and / or sewer certifications submitted by the design engineer of
record will not be processed without approved as built record drawings that
conform to this specification regardless of who prepares the record drawings
2.0 Record Drawings
a) The utility contractor is responsible for employing the design engineer and/or a
surveyor licensed in the State of North Carolina to provide accurate record
drawings upon completion of construction. The record drawings must be sealed,
signed, and dated by the engineer or land surveyor.
b) The record drawings shall be provided to the county as: One set of paper
drawings and a CD or USB drive containing both georeferenced AutoCAD
(Version 2007 or later) and Adobe PDF format files. The PDF files must be of
each individual plan sheet of the record drawings.
c) Record drawings shall conform to this as built technical specification and will
also accurately identify the location of all properties, rights -of -way, and
easements utilized for the installation of all installed facilities. Record drawings
will utilize offsets and benchmarks as necessary to identify the location of all
facilities correctly and accurately within the properties, rights -of -way, or
easements, and will also indicate any and all encroachments which exist. All
aboveground structures such as manholes, fire hydrants, valve boxes, meter
boxes, electrical services, pump stations, air release valves, etc., will also be
clearly identified.
d) Horizontal control shall be per the State Plane Coordinate System (NAD 83).
e) Vertical control shall be per NAVD 88.
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October 2021 Brunswick County Engineering Department Revision 1.02
AS -BUILT (RECORD) DRAWING CHECK LIST
Plan sheet size: 24" x 36" (Arch D) with engineer's seal and / or surveyor's seal as applicable
Each sheet of the record drawings, including the cover sheet, shall have the NCDEQ PWSS
water permit number and / or the NCDEQ DWQ sewer permit number for the project on the
sheet
Drawings shall be prepared at a scale of 1" — 50' (horizontal) and 1" = 5' (vertical)
Indexed cover sheet with: Location of plan -profile sheets by sheet number, name of project
and/or subdivision, owner's name, address, phone number, engineer's name, address, phone
number, surveyor's name, address, phone number, date, north arrow, scale, site map of project
site shown as an inset (minimum size 3" x 3")
Total linear feet of mains shown on cover sheet as:
Water Mains Force mains
Gravity sewer mains
Gravity sewer shall be shown in both plan and profile view with all manhole inverts accurately
field located and labeled in profile view and a manhole name and/or number assigned to each
manhole. Manhole rim and invert elevations shall be accurately located and shown. If applicable
clearly indicate and label all five (5) foot diameter manholes. All sewer mains and manholes
shall have stationing numbers for ease of reference
Plans shall show individual services for gravity sewer cleanouts, water meter boxes, and low-
pressure sewer services and shall be accurately located and shown on the plans as follows:
Gravity sewer cleanout — open circle
Water meter service — open box
Low pressure sewer — open oval
Clearly indicate all gravity sewer service laterals and indicate their size (4 inch or 6 inch)
Gravity sewer cleanouts shall be located by measuring from the nearest downstream manhole
along the sewer main upstream to a point which lies on a line that is perpendicular to the sewer
main and connects said point and the cleanout — for example, 150 / 15R (150' from downstream
manhole and 15' over to the right side of main)
Water taps and meters larger than the standard one (1) inch lateral with (3/4) inch meter shall be
clearly identified with the size of the service lateral and water meter
Drawings shall indicate water and sewer phases and their relationship to other subdivision phases
(if applicable)
Use complete and accurate material descriptions, for example, pipe material (PVC, DIP, HDPE,
Fusible PVC, etc.), pipe diameter, DR # of pipe, pressure class of any DIP, length, slope (for
gravity sewer), AWWA and / or NSF
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October 2021 Brunswick County Engineering Department Revision 1.02
Show station or distance to beginning and end of all changes in pipe material and pipe
deflections
Show all existing and required vertical and horizontal separations between sewer mains and
water mains and between water mains / sewer mains and stormwater pipes
Show existing grade elevations and proposed finish grade elevations
Show all water supply wells within a one hundred (100) foot radius of any gravity sewer main or
pressure force main
If any vented manholes were used [eg, rims less than (2) feet above 100-year flood elevation]
then show the vented manhole and vent and indicate a watertight ring and cover
Show location and size of all air release valves, gate valves, plug valves, butterfly valves, fire
hydrants, post flushing hydrants, temporary blow offs, tees, crosses, cleanouts, etc., along all
water mains and sewer force mains
Show lot numbers, lot lines, easement lines, rights -of -way lines, and street names
For horizontal directional drills and jack -and -bores the drilling logs are to be incorporated with
the record drawings
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 011
DEWATERING
1.0 General Dewatering Requirements for Utility Work
a) All ground water which may be found in the trenches and any water which may
get into them from any cause whatsoever shall be pumped or bailed out so that the
trench shall be dry during all pipe laying periods.
b) All water pumped from the trenches shall be disposed of in compliance with the
applicable local regulations of the appropriate governing body, and in accordance
with all issued permits for the project.
c) If dewatering operations cause a turbidity problem due to suspended sands or silts
in the water it shall be the utility contractor's responsibility to utilize adequate
methods to prevent unacceptable turbidity discharges, such as the use of a
filtration sock or other methods.
d) Any damage to property, or notices of violation from NCDEQ, shall be the utility
contractor's responsibility to correct to the satisfaction of the Engineer at no cost
to Brunswick County. All fines imposed by NCDEQ shall be paid by the utility
contractor.
e) The contractor shall be required to well point, pump, or provide other measures
necessary to keep the trench dry during pipe laying operations.
f) The use of large amounts of crushed stone is not an approved dewatering method.
g) Dewatering operations shall be maintained until all backfilling and compaction is
completed or as directed by the Engineer or County staff.
h) No water shall be permitted to reach any poured concrete until it has sufficiently
hydrated to a minimum strength such that water will not affect the cured concrete
strength.
i) The contractor shall provide and place all necessary flumes or other channels of
adequate size to carry temporarily all streams, brooks, stormwater or other water
which may flow along or across the lines of the pipe line. All flumes or channels
thus utilized shall be tight so as to prevent leakage into the trenches.
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September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 012
TRENCH BOXES, SHEETING, AND SHORING
1.0 Sheeting and Shoring
a) Trench boxes, sheeting, shoring, and bracing shall be utilized as needed by the
utility contractor during the installation of utility infrastructure in order to protect
human life, prevent accidents, maintain trench integrity during pipeline laying
operations, prevent damage to buildings or other structures along the line of
construction, and to ensure a quality installation.
b) The contractor is responsible for all aspects of using trench boxes, sheeting, and
shoring during the project. Care must be taken not to damage in any way water
mains, water service pipes, drain pipes, sanitary or stormwater sewers, sewer
service pipes, gas mains, oil mains, electric conduits or other structures
encountered on the line of the work during trench excavation.
c) Special conditions of an NCDOT Encroachment Permit may require the use of
sheeting and shoring while working in the DOT rights -of -way. The Engineer is
responsible for the design and approval of any sheeting and shoring required by
NCDOT.
d) Only shoring authorized by the Engineer and approved by the Engineer shall be
left in place. For shoring left in the public right-of-way the utility contractor must
also obtain NCDOT approval.
e) Whenever timber or other sheeting is driven to a depth below the elevation of the
top of the pipe, that portion of the sheeting below the elevation of the top of the
pipe shall not be disturbed or removed. Whenever timber or other sheeting is
driven for the protection of trench walls in water -bearing soil, no portion of such
sheeting below a level of 4 feet over the top of the pipe shall be removed.
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July 2015 Brunswick County Engineering Department Revision 1.01
Technical Specification 013
EXCAVATING, GRADING, TRENCHING, & BACKFILLING
1.0 General
a) The utility contractor shall furnish all labor, equipment, and materials for all
excavation, grading, trenching, and backfilling associated with the installation of
water, sewer, pump stations, drainage structures, curb and gutter, streets, sidewalks,
driveways, slopes, storm drainage, and other associated infrastructure within the
limits of the project work area. All work done shall be in accordance with the
approved plans and specifications.
2.0 Existing Conditions and Utility Locations
a) It is the utility contractor's responsibility to perform all site inspections to
familiarize himself with the scope of work involved and the existing conditions at
the project site.
b) The contractor is responsible for locating all existing underground utilities in the
area of work. If utilities are to remain in place then the contractor shall provide
adequate means of protection during earthwork, excavating, trenching, and
backfilling operations.
c) Should unlocated, or incorrectly located, piping or other utilities be encountered
during excavation the utility owner shall be notified immediately. The utility
contractor shall cooperate with the County and other respective utility companies
to protect and keep respective services and facilities in operation. The contractor
shall also repair any damaged utilities to the satisfaction of the utility owner.
d) Barricade all open excavations occurring as part of this work and post with warning
signs and /or lights. Continuously operate all warning lights as recommended by
the Authority Having Jurisdiction (AHJ). The utility contractor shall also protect
structures, utilities, sidewalks, pavements, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other hazards
created by earthwork operations.
3.0 Technical Standards
a) ASTM C33 ---- Standard specification for concrete aggregates
b) ASTM D2487 - Classification of soils for engineering purposes.
4.0 Soil Classifications
a) Use soils free of debris, roots, wood, scrap material, vegetation, refuse, soft
unsound particles, organic matter, refuse, frozen materials, rocks and lumps greater
than 4 inches in diameter and other deleterious matter.
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July 2015 Brunswick County Engineering Department Revision 1.01
b) For the purpose of this specification, soils to be used as fill material are grouped
into five classes according to soil properties and characteristics:
Class I: Angular, 1/4 to 1-1/2 inch, graded stone, including a number of fill
materials that have regional significance such as coral, slag, cinders, and
crushed stone, crushed gravel, and crushed shells
Class II: Coarse sands and gravels with maximum practical size of 1-1/2 inch,
including variously graded sands and gravels containing small
percentages of fines, generally granular and non -cohesive, either wet or
dry. Soil Types GW, GP, SW, and SP are included in this class.
Class III: Fine sand and clayey gravels, including fine sands, sand -clay mixtures,
and gravel -clay mixtures. Soil Types GM, GC, SM, and SC are
included in this class.
Class IV: Silt, silty clays, and clays, including inorganic clays and silts of
medium to high plasticity and liquid limits. Soil Types MH, ML, CH,
and CL are included in this class. These materials are not
recommended for bedding, haunching, or initial backfill.
Class V: This class includes the organic soil, OL, OH, PT as well as soils
containing frozen earth, debris, rocks, larger than 40 mm (1-1/2 in.) in
diameter, and other foreign materials. These materials are not
recommended for bedding, haunching, or initial backfill.
5.0 Trench Excavation, Pipe Bedding, Backfilling, and Compaction for Utility Systems
a) Trenching of utilities as a method of installation is not allowed in Brunswick
County
b) Trench Excavation
1) Excavation shall be accomplished in accordance with the grades and lines
as established by the Engineer or Surveyor and as required by the work to
be performed. Excavation shall include the removal and replacement of all
asphalt, concrete, curb, rock, earth, fences, trees (as applicable), shrubs, and
other materials. The contractor will exercise care to prevent undercutting
lower than the required subgrade. All materials from excavation,
considered as suitable by this specification, shall be used as fill wherever
required, and the contractor shall arrange his work so that this usage of
excavated materials will be possible. Unsuitable and surplus materials from
the excavation, if any, shall be disposed of by the contractor at his expense.
All areas of the site shall be graded and maintained at all times to prevent
surface runoff from draining into the excavations and to prevent ponding of
water therein.
2) Excavated materials not required for topsoil, fill or backfill shall be
removed from the site of the work by the contractor, but none shall be
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July 2015 Brunswick County Engineering Department Revision 1.01
deposited on private property without written consent of the property
owner. For County capital improvement projects any agreements between
the contractor and private property owners must be provided to the County
also.
3) All excavations shall be in compliance with all current OSHA requirements
and it is the utility contractor's responsibility to ensure that the project work
is in compliance with all OSHA requirements.
4) All piping shall be installed at a minimum depth of 36 inches unless
otherwise approved by Brunswick County. Installations shallower than 36
inches, if approved, will require the use of ductile iron pipe.
5) Trenches for piping shall be excavated true to line and grade as shown on
the approved plans.
6) Trench widths at and below the top of the pipe shall be the minimum
necessary for proper installation. Trench banks above the top of the pipe
shall be as vertical as practicable. Overdepth excavation shall be backfilled
with Class I material and compacted.
7) The utility contractor shall provide, at his expense and as directed by the
Engineer, especially bedding material or concrete encasement as may be
necessary due to over -width excavation.
8) Trench depth to the lines and grades shown on the drawings. Where
elevations are not shown, trench to a depth sufficient to provide at least 36
inches of cover above the top of pipe, unless otherwise specified. Grade all
trenches to provide a constant slope free of sags and high spots. Recesses
shall be excavated where required to accommodate bells and joints.
9) Keep trenches free of water. Include cost of dewatering in unit price bid for
pipe. No separate payment for dewatering will be made by the County.
10) Properly brace sheet and support trench walls as soil conditions require and
in strict conformance with the approved plans, all pertinent laws, and OSHA
regulations. Provide adequate bracing and shoring to protect adjacent
improvements. Contractor shall provide certification for all
premanufactured trench bracing devices prior to any excavation activities.
c) Pipe Bedding
1) Gravity Sewer Mains — Refer to Brunswick County gravity sewer pipe
bedding Standard Detail:
Class A bedding: For gravity mains less than twenty (20) feet deep undercut
trench bottom six (6) inches minimum below pipe and fill with size #57
stone up to and including the springline of the pipe.
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July 2015 Brunswick County Engineering Department Revision 1.01
Class B bedding: For gravity mains greater than twenty (20) feet deep
undercut trench bottom six (6) inches minimum below pipe and fill with
size #57 stone to six (6) inches above the pipe.
2) Pressure Mains, Water or Sewer- it is not necessary to bed pressure mains
unless unusually wet or mucky field conditions are encountered. Pressure
mains shall be installed in properly excavated trenches on the native soil of
the trench. If wet or mucky field conditions are encountered then size #57
stone shall be used to provide a firm bedding but only at the direction of the
Engineer or County staff.
3) Service Pipe — bedding is not required on water and sewer service laterals
unless unusual conditions are encountered in the field. In these cases the
Contractor shall bed the service pipe per direction from the Engineer or
County staff.
d) Initial and Final backfilling
1) After properly installing the pipe and bedding, if required, trench backfill
shall progress as rapidly as pipe laying will permit.
2) Backfill materials shall be of suitable material and be capable of being
compacted to a minimum of ninety-eight (98) percent ASTM D698
(Standard Proctor) maximum density at optimum moisture content.
3) Initial and Final backfill shall be of the Type 1 or Type II material as
follows:
a) Type 1 Material: Excavated material from the trench or materials
from other sources which are free from large clods, roots or stones
larger than 1 inch may be used as initial backfill in trenches (see
Pipe Trench Detail).
b) Type 2 Material: Excavated material from the trench or materials
from other sources which are free from large clods, roots or stones
larger than 8 inches may be used as final backfill in trenches but
shall not be used in the final twelve (12) inches of fill (see Pipe
Trench Detail).
4) Backfill around the pipe by placing in layers no more than six (6) inches in
depth. Backfill shall be compacted with light tamps for the full width of the
trench to provide adequate support for the bottom and sides of the pipe.
Backfill shall be carried up evenly on both sides of the trench excavation.
Particular care is required in backfilling gravity sewer pipe to prevent
excessive pipe deflection.
e) Compaction
1) When existing plans and grades require the use of fill to reach the required
elevation, the contractor shall deposit suitable material from previously
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July 2015 Brunswick County Engineering Department Revision 1.01
excavated areas or use borrow material. Such material shall be free from
debris, roots, trash, stones, or other harmful substances, and shall be spread
in successive layers of loose material not more than six (6) inches in depth.
2) Each layer shall be spread uniformly by motor grader or other approved
device and rolled with an approved tamping or three -wheeled power roller
until thoroughly compacted to a minimum of ninety-eight (98) percent
ASTM D698 (Standard Proctor) maximum density at optimum moisture
content. Rolling with rubber tired vehicles or track type equipment will not
be allowed.
6.0 Crushed Stone
a) Crushed stone shall be size # 57 washed stone only
7.0 Concrete
a) Concrete placed for cradles, thrust blocks, or encasement shall be 3,000 psi
minimum strength at twenty-eight (28) days hydration.
8.0 Foundation
a) Foundation shall be required in wet, yielding and mucky locations. Foundation
shall be constructed by removal of wet, yielding or mucky material and its
replacement with sufficient Class I material to correct the instability. Foundation
shall only be installed with the approval of the Engineer or Brunswick County staff.
Undercutting and filling with stone will not be allowed or paid for in order to
control water in the excavation trench.
9.0 Undercutting
a) Undercutting, unless authorized by the Engineer, shall be replaced and compacted
at the contractor's expense. If the material, after excavation to subgrade, is found
to be soft, spongy or unfit for use as subgrade, such unsuitable material shall be
removed to a depth as directed by the Engineer and the subgrade shall be brought
to proper elevation by filling with suitable material from the excavation or from an
approved borrow site.
10.0 Borrow Material
a) The Contractor will supply all borrow material necessary and will provide all labor
and equipment necessary to dig and haul such borrow material. Any and all borrow
material utilized shall be of suitable quality and meet the requirements of this
technical specification.
11.0 Excess Water Control
a) Grade and maintain all areas of the site to preclude surface runoff into excavations
and prevent any water accumulation in the excavation.
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July 2015 Brunswick County Engineering Department Revision 1.01
b) Excavations should be kept free of surface water and/or groundwater. Provide and
maintain at all times the necessary means and devices to prevent water from
entering the excavations and for removing all water entering the excavations during
pipe laying operations. Dewatering shall continue until structure is backfilled and
compacted.
c) Include cost of dewatering in the unit cost for pipe. Separate payment will not be
made for dewatering operations by Brunswick County.
12.0 Contaminated Soils — Excavation, Removal, and Remediation
a) In the event that contaminated soils are suspected or encountered the contractor
shall stop digging in the suspect area and immediately notify both the Engineer and
Brunswick County staff.
b) It shall be the utility contractor's responsibility to hire a soils testing firm to
examine the suspect area for type and density of contamination. Should testing
confirm the presence of contaminated soils, the following steps shall be taken:
1) Excavate contaminated material in a manner consistent with all
jurisdictional regulations.
2) Immediately remove contaminated material from the site. Contaminated
materials may not be stockpiled for any amount of time.
3) Material is to be disposed of at a permitted facility. Tickets must be
produced to the Engineer and County staff accounting for every cubic yard
of material removed.
4) Per direction of the Engineer and / or Brunswick County, the pipe material
shall be changed to pressure class 350 DIP with Nitrile gaskets.
5) The trench is to be bedded and backfilled with select fill per Brunswick
County specifications herein.
13.0 Field Quality Control
a) Field inspection, sampling and testing will be performed as required at either the
direction of the Engineer or Brunswick County
b) If required, an independent soils engineering and testing laboratory shall perform
sufficient tests and inspection procedures, to the satisfaction of the Engineer and
the County, both in the field and lab to ensure that the provisions of this
specification are met. The testing shall be paid by the utility contractor. The testing
lab shall be approved by the Engineer and / or Brunswick County.
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June 2013 Brunswick County Engineering Department Revision 1.01
Technical Specification 014
BORING AND JACKING
1.0 General
a) The intent of this specification is to provide general technical guidance for the
installation of pipelines installed to carry water or sewage, under gravity flow or
pressure flow, through a carrier pipe that is installed inside an outer protective
casing pipe.
2.0 Requirements
a) Pipelines under roadways or as specified elsewhere shall be encased in a larger
pipe or conduit called the casing pipe. Casing pipes shall be installed at the
locations indicated on the plans and also in accordance with the NCDOT
encroachment permit (for State Roads) and shall be installed by boring and
jacking operations.
b) Pipelines shall be located in accordance with the approved plans and NCDOT
encroachment permit for public rights -of -way, and as directed by the Engineer
and / or Brunswick County staff for private rights -of -way and public utility
easements.
c) Unless otherwise approved by NCDOT all casing and carrier pipes installed
within NCDOT rights -of -way shall be installed perpendicular (90 degrees) to the
paved street in the right-of-way.
d) Casings and carrier pipes shall not obstruct culverts, bridges, the flow line of
drainage ditches, etc.
e) Any replacement of a carrier pipe shall be considered a new installation, subject
to the requirements of these specifications.
f) Where laws or orders of public authority prescribe a higher degree of protection
than specified herein, then the higher degree of protection so prescribed shall
supersede the applicable portions.
g) Pipelines and casing pipe shall be suitably insulated from underground conduits
carrying electric wires.
3.0 Carrier Pipe
a) Carrier line pipe and joints shall be of accepted material and construction as
approved by the Engineer and in accordance with County Technical
Specifications and Standard Details. Joints for carrier line pipe operating under
pressure shall be mechanical joint or welded type.
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June 2013 Brunswick County Engineering Department Revision 1.01
4.0
5.0
6.0
b) Joints for gravity sewer mains shall have an approved bell -and -spigot restraint
mechanism.
c) All carrier pipes shall be pressure class 350 ductile iron pipe.
Casing Pipe
a) The inside diameter of the casing pipe shall be as shown on the approved plans.
The wall thickness shall be as specified in Table 4.1 below. The casing pipe and
joints shall be of leak proof construction with welded seams at each joint
continuous along the entire circumference of the casing pipe. Both ends of the
casing pipe shall be sealed against water intrusion by the use of 8-inches of solid
masonry as shown on the standard details, and the lower end shall have a one (1)
inch PVC condensation drain. Refer to the bore -and -jack Standard Detail.
Table 4.1
Minimum Wall Thickness for Steel Casing Pipe
Nominal
Nominal
Thickness
Diameter
Inches
Inches
0.250
Under 14 - 28
0.312
30
0.375
32 - 36
0.500
Over 36
b) When casing is installed without benefit of a protective coating, and said casing is
not cathodically protected, the wall thickness shown above shall be increased to
the nearest standard size, which is a minimum of 0.063 inches greater than the
thickness shown.
Steel Pipe
a) Steel pipe shall have minimum yield strength of 35,000 psi, and shall be spiral -
welded steel pipe, uncoated, as manufactured by Armco Steel Corporation, or
equal.
Length of Pipe
a) Casing pipe under roadways shall extend from the back slope of ditch on one side
of the roadway to the back slope of ditch on the other side of the roadway, or as
directed by the Engineer. In no case shall the casing extend less than three (3)
feet beyond the back of curb, sidewalk, or pavement edge, measured at right
angles to the centerline of the road. All extensions of casing pipe shall also
comply with all conditions in the NCDOT encroachment permit as applicable.
b) No part of any sending and / or receiving pit shall be within three (3) feet of the
edge of pavement of any paved street or alley. This includes any pits dug for
water and / or sewer service lateral installations by any approved methods.
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June 2013 Brunswick County Engineering Department Revision 1.01
7.0 Construction
a) Casing pipe shall be so constructed as to prevent leakage of any substance from
the casing throughout its length. Casing shall be so installed as to prevent the
formation of a waterway under the roadway with an even bearing throughout its
length, and shall slope to one end (except for longitudinal occupancy). Ends of
casing pipe shall be sealed by using brick and mortar or by the use of an approved
end seal per the Standard Detail. Casing pipe that has welded joints shall be
welded by a certified welder — refer to County Standard Detail on Sheet 3 of 7 of
the Brunswick County General Water and Sewer Details.
b) Where casing and/or carrier pipe is cathodically protected, the Engineer shall be
notified and suitable test made to ensure that other structures and facilities are
adequately protected from the cathodic current in accordance with the
recommendations of current Reports of Correlating Committee on Cathodic
Protection, published by the National Association of Corrosion Engineers.
8.0 Method of Installation
a) Bored or jacked installations shall have a bored hole diameter essentially the same
as the outside diameter of the pipe. If voids develop causing the bored hole
diameter to be greater than the outside diameter of the pipe by more than
approximately I inch, remedial measures as approved by the Engineer shall be
taken. Boring operations shall not be stopped if such stoppage would be
detrimental to the roadway.
b) Not less than ten (10) days prior to commencing any boring and jacking, the
contractor shall submit a "Boring and Jacking Plan" to the Engineer for review,
outlining in detail his proposed methodology for accomplishing all boring and
jacking. The plan shall include, but not be limited to, location and angle, type and
size of equipment and materials to be used on each bore, estimated time of
completion, etc.
9.0 Depth of Installation
a) Casing pipe under roadways shall be installed to the depth indicated on the plans
for sewer and a minimum of three (3) feet of cover for waterlines, and shall
comply with all depth requirements contained within a NCDOT encroachment
permit as applicable.
10.0 Valves and/or Manholes
a) Accessible valves and /or manholes shall be installed on each side of the roadway
as shown on the approved plan sheets.
11.0 Execution of Work
a) The execution of the work on all roadways shall be subject to the inspection and
direction of the Engineer and / or County staff, and shall be installed as shown on
the approved plans and in conformance with this specification.
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June 2013 Brunswick County Engineering Department Revision 1.01
12.0 Measurement
a) All casing pipe shall be measured from the exact beginning of the casing pipe to
the end of the casing pipe on the opposite side of the roadway.
13.0 Payment
a) Payment for casing pipe shall be made at the contract unit price per linear foot for
the various types and sizes of casings, which price shall be full compensation for
all materials, excavation of bore pit, excavation of receiving pit, backfill, required
bonds, etc., complete in place, as specified, to the satisfaction of the Engineer and
Brunswick County.
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March 2017 Brunswick County Engineering Department Revision 1.02
Technical Specification 015
DIRECTIONAL DRILLING
1.0 General
a) The intent of this specification is to provide general technical guidance to the
utility contractor for the installation of pipelines using horizontal directional
drilling (HDD) techniques.
b) The utility contractor shall furnish all labor, materials, equipment, and incidentals
required to successfully perform the installation of water, wastewater, and
reclaimed water mains at locations shown on the plans by using horizontal
directional drilling (HDD) methods.
c) The pipeline shall be complete with all accessories and shall have passed all
required testing per the contract documents and other county requirements.
d) The utility contractor shall have made all inspections of the area(s) within the
vicinity of the project and the immediate area of the work and become thoroughly
familiar with the natural and manmade features encompassed about the project.
2.0 Quality Assurance
a) Requirements
1) At the discretion of Brunswick County, it may be required that the utility
contractor be prequalified and approved through a prequalification
process. The utility contractor must furnish references able to attest to
his capabilities in accordance with the prequalification process.
2) The utility contractor shall comply with North Carolina OSHA Standards,
Underwriter Laboratories standards, and other requirements of the
Authority Having Jurisdiction (AHJ).
b) Reference Standards
1) Comply with applicable provisions and recommendations of the
following, except as otherwise shown or specified:
a)
ASTM D-1248 and D-3350
b)
AWWA C901 or C906
c)
NSF 61
d)
ASTM D2683 or D3261
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March 2017 Brunswick County Engineering Department Revision 1.02
3.0 Required Submittals
The utility contractor shall submit the following items to the Engineer for review and
approval:
a) Pipe material shop drawings
b) Manufacturer's Installation Manual
c) Certificates: Submit certificates of compliance with referenced standards where
requested by the engineer
d) Field installation drawings indicating layout and depth of directionally drilled
pipe.
e) Record Drawings: During progress of the work, keep an up to date set of
drawings showing field and shop drawing modifications including the drilling
logs. The drawings shall show all piping on plans and in sections, with all
reference dimensions and elevations required for complete record drawings of the
directionally drilled pipe including the drilling logs to be included on the record
drawings.
f) Erosion control plan for the drilling mud pit work area
g) Frack out containment plan for the drilling area
h) Written verification of required pressure testing per county specifications
i) Work Plan: Prior to beginning work, the Contractor shall submit to the Engineer
a work plan detailing the procedure and schedule to be used to execute the
project. The work plan should include a description of all equipment to be used,
down -hole tools, a list of personnel and their qualifications and experience
(including back-up personnel in the event that an individual is unavailable), list of
subcontractors, a schedule of work activity, a safety plan (including MSDS of any
potentially hazardous substances to be used), traffic control plan (if applicable),
an environmental protection plan and contingency plans for possible problems.
Work plan should be comprehensive, realistic, and based on actual working
conditions for this particular project. Plan should document the thoughtful
planning required to successfully complete the project.
j) Equipment: the utility contractor shall submit specifications on directional
drilling equipment to be used to ensure that the equipment will be adequate to
complete the project. Equipment shall include but not be limited to: drilling rig,
mud system, mud motors (if applicable), down -hole tools, guidance system, and
rig safety systems. Calibration records for guidance equipment shall be included.
Specifications for any drilling fluid additives that the utility contractor intends to
use or might use will be submitted. Specifications on material to be used shall be
submitted to engineer. Material shall include the pipe, fittings, and any other
item which is to be an installed component of the project.
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March 2017 Brunswick County Engineering Department Revision 1.02
k) Guidance System: A Magnetic Guidance System (MGS) probe or proven
gyroscopic probe and interface shall be used to provide a continuous and accurate
determination of the location of the drill head during the drilling operation. The
guidance shall be capable of tracking at all depths up to fifty (50) feet and in any
soil condition, including hard rock. It shall enable the driller to guide the drill
head by providing immediate information on the tool face, azimuth (horizontal
direction) and inclination (vertical direction). The guidance system shall be
accurate up to +/- 2% of the vertical depth and accurate to within two and one-
half (2 `/2) feet horizontally from the horizontal alignment shown on the drawings.
4.0 Materials
a) HDPE: Material shall be high -density polyethylene, extra high molecular -weight,
PE3408 pressure rated 200 psi, minimum DR- 9, as manufactured by Plexco or
equal.
b) Fusible PVC: Material shall be fusible C-900 or C-905 polyvinyl chloride (PVC),
minimum DR-18, rated 150 psi (C900) or 235 psi (C905), as manufactured by
Underground Solutions, Inc., or approved equal.
c) Pipe shall be heat fusion welded per the manufacturer's instructions.
d) Mechanical fittings shall be authorized by the manufacturer for use on HDPE and
Fusible PVC and approved by the engineer.
5.0 Testing and Payment
a) Pipe shall be pressure tested after installation per Brunswick County Technical
Specifications and Standard Details for either water distribution or sewer force
main piping systems. If a pipe relaxation period is required, the minimum
relaxation period shall be forty-eight (48) hours or the manufacturer's
recommended relaxation period. After the pipe relaxation period the pipe may
have its initial pressure test. If the initial pressure test is successful, the pipe shall
also be connected to the water or sewer system to be tested again as part of the
overall system pressure test. All connections shall be per county standard detail.
b) County staff, in addition to the engineer, shall be available during the testing for
observation and documentation of the pressure test.
c) All unsuccessful pressure testing will be cause for correction by the utility
contractor at no additional cost to Brunswick County.
d) All trenchless installations shall pass the initial hydrostatic pressure test per
specifications and standard details prior to any payment to any contractor.
6.0 Storage and Handling
a) Handle all pipe and accessories carefully with approved handling devices. Do not
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March 2017 Brunswick County Engineering Department Revision 1.02
drop or roll pipe off trucks. Do not otherwise drop, roll or skid pipe. Materials
cracked, gouged, chipped, dented or otherwise damaged will not be approved or
accepted for use on county systems.
b) Pipe and appurtenances shall be unloaded opposite to or as close to the place
where they are to be laid as is practical to avoid unnecessary handling. Interiors
shall be kept completely free from dirt and foreign matter.
c) The utility contractor shall be responsible for the proper support of the piping to
ensure that the pipe is not over stressed or damaged in any manner.
7.0 Installation
a) General
1) The work shall be performed by the Horizontal Directional Drill (HDD)
Technique. Specific details of installation techniques are the
responsibility of the utility contractor and must fully comply with the pipe
manufacturer's installation recommendations. The county will not direct
"means and methods" to the contractor to be used in installation of the
directional drill pipe other than that pipe must be installed in accordance
with the manufacturer specifications. In general, the work will proceed
as follows:
a) Drill a pilot hole from one side of the crossing to the other. The
pilot hole follows the design centerline of the pipe with the path
recorded and controlled using a specially designed instrument
package situated behind the drill bit.
b) A washover pipe is rotated over the pilot drill string behind the
pilot drill bit and exits with the drill bit on the other side of the
crossing.
c) The drill bit and drill string is withdrawn back through the
washover pipe, leaving the washover pipe in place.
d) A series of tools are connected between the end of the washover
pipe and the wastewater main and/or water main. The drilled hole
is widened to its final diameter with the appropriate tool, head or
cutter. Smooth the wall of the bore and direct bentonite to aid in
the boring operation. A swivel is installed between the tool, head
or cutter and the wastewater main and/or water main to ensure that
no torque is transmitted to the pipe main.
e) After the tools are connected between the washover pipe and
wastewater force main and/or water main, the drill rig will rotate
and pull the washover pipe along the drilled path, with the pipe
following slowly behind.
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March 2017 Brunswick County Engineering Department Revision 1.02
f) After the pipe is in place, and after the pipe relaxation period, if
required, it shall be pressure tested per county specifications with a
county representative present.
g) A twelve (12) gauge, steel reinforced, insulated copper locator
wire shall run continuously with and shall be securely fastened to
the water main or forcemain. Refer to county technical
specifications for water mains and force mains, and county
standard details for more information on the required locator wire.
b) Drill Path Geometry
1) The utility contractor is responsible for horizontal and vertical alignment
of the pilot drill and final installed pipe. The pilot drill should conform
to the pipeline alignment as shown on the contract drawings. The utility
contractor shall submit all proposed changes to the vertical alignment
shown on the drawings to the Engineer for approval prior to commencing
work. Under no circumstances shall installed pipe be at a higher
elevation than that shown on the drawings or vary by more than (2 %2)
feet from the horizontal alignment shown on the drawings.
2) The accuracy of the drill exit point shall be within a (2 %2) foot horizontal
radius of the design exit point.
3) Entry and exit points shall be located as shown on the contract drawings.
4) The utility contractor shall map to scale the location of each pilot drill
string joint to a minimum horizontal and vertical scale of 1 inch equals 20
feet. The map shall be furnished to the Engineer.
5) Should the utility contractor exceed the limits described above, a new pilot
drill shall be performed at the expense of the utility contractor and at no
cost to the county. The utility contractor may elect to alter the horizontal
geometry of the drilling subject to right-of-way restraints. However,
payment limits are based upon stations given in the bid form, and payment
for directional drilling will be limited to the prices bid therein.
6) If requested by the Engineer and / or County, the utility contractor shall
provide a full explanation of details regarding any technical means,
methods or equipment necessary to accomplish the work described herein.
c) Job Conditions
1) Existing Utilities: The contractor shall be responsible to field locate
existing underground utilities in the areas of work.
a) Should uncharted or incorrectly charted piping or utilities be
encountered during the work, consult piping or utility owner and
engineer immediately for instructions. Cooperate with owner and
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March 2017 Brunswick County Engineering Department Revision 1.02
utility companies in keeping respective services and facilities in
operation. Repair damaged utilities to satisfaction of utility owner.
b) Do not interrupt existing utilities serving facilities occupied and
used by owner or others, except when permitted in writing by
the engineer and then only after acceptable temporary utility
services have been provided.
c) Coordinate with utility companies for shut-off of services, if
required.
2) Do not bring explosives onto site or use in the work. Use of explosive
materials is specifically prohibited.
3) The utility contractor shall conduct all of his operations and maintain the
area of his activities, including sweeping and sprinkling of roadways, so as
to minimize the creation and dispersion of dust.
d) Installation Specialist
1) The utility contractor shall provide the full-time services of a competent
installation specialist during the directional drilling to assist in technical
matters relating to the work. He shall advise the utility contractor on
matters to include, but are not limited to, drilling, pipe support, mapping
of the pipe location, quality assurance of the work, safety or other items as
necessary. Installation specialist may be the contractor's superintendent.
e) Completion of Work
1) Interior of all pipe and fittings shall be inspected and all dirt, gravel, sand,
debris, or other foreign material shall be completely removed from pipe
interior. A bulkhead shall be attached to the end of the pipe prior to
attaching the swivel and barrel reamer to ensure inside of pipe remains
clear during pullback operation.
2) Install all pipes accurately to line and grade shown unless otherwise
approved by the Engineer.
3) Any time that pipe work is not actively in progress the open ends of pipe
shall be closed by a watertight cap.
4) Field cutting pipe, where required, shall be made with a machine specially
designed for cutting piping. Cuts shall be carefully done, without damage
to pipe, so as to leave a smooth end at right angles to the axis of pipe. Cut
ends shall be tapered and sharp edges filed off smooth.
5) At completion of pipe installation, the utility contractor shall install
transition fittings as required to the piping and then cap with watertight
caps or plugs.
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March 2017 Brunswick County Engineering Department Revision 1.02
6) At completion of pipe installation, the utility contractor shall furnish
accurate drill logs indicating placement of pipe as installed. The entire
drill path shall be accurately surveyed with entry and exit stakes placed in
the appropriate locations within areas indicated on drawings. If the utility
contractor is using a magnetic guidance system, the drill path will be
surveyed for any surface geomagnetic variations or anomalies.
8.0 Environmental Controls
a) Disposal of drilling mud:
1) The drilling mud cannot be disposed of on the project site.
2) Off -site disposal of the drilling mud is the utility contractor's
responsibility.
3) The utility contractor shall comply with all applicable laws and regulations
regarding the transport and off -site disposal of the drilling mud and all
excess excavated materials.
4) All costs for proper transport and disposal of drilling mud and all excess
excavated materials shall be included in the price bid for the work.
b) All operations involving drilling mud shall be controlled and monitored by the
utility contractor to ensure containment:
1) The utility contractor shall establish bermed or sandbagged pits of
sufficient sizes to accommodate the volume of drilling mud anticipated
plus a two -foot freeboard. The bermed areas shall be maintained and
designed by the utility contractor to ensure containment and prevent loss
of drilling mud.
2) Transportation of the disposal materials off -site by public roads shall meet
all North Carolina Department of Transportation requirements.
3) Transportation of materials by barge or scow shall be in accordance with
the Corps of Engineers and U.S. Coast Guard requirements.
9.0 Asbuilt / Record Drawings
a) The utility contractor shall deliver the drilling logs to the engineer for inclusion in
the final as -built drawings for the project. The design profile for the directional
drill installation shall be updated with the drilling log data. The drilling logs shall
be incorporated in the final as -built drawings provided by the engineer.
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September 2012 Brunswick County Engineering Department Revision 1.0
Technical Specification 016.01
CONCRETE CURBS, GUTTERS, DRIVEWAYS,
SIDEWALKS AND CATCH BASINS
1.0 General
a) It shall be the contractor's responsibility to furnish all plant, labor, equipment and
materials, and for performing all related activities necessary for the construction
and/or replacement of concrete curbs, gutters, sidewalks and driveways, and other
related concrete structures shown on the contract drawing or as removed by the
contractor during utility installation.
2.0 Materials
a) All concrete used shall be a minimum 3,000 psi standard strength mixture at
twenty-eight (28) days hydration.
b) Reinforcement: Reinforcing will generally not be required unless the project
plans call for reinforcing of a structure. In these situations reinforcement shall
conform to the approved plans and specifications by the Engineer or will be
reinforced at the direction of Brunswick County staff.
3.0 Alignment and Grade
a) Alignment and grades for replacement structures shall conform to the adjacent
structures unless otherwise specified by the Engineer and/or Brunswick County.
Alignment and grades for new concrete structures shall conform to the plans and
details designated on the drawings. Alignments and grades are the responsibility
of the contractor utilizing industry standard approved methods or as directed by
the Engineer. In the event any of the concrete structures placed are damaged from
any cause or prove defective in any way, or is out of alignment or grade, the
contractor shall remove such sections and replace at his own expense.
4.0 Excavation and Subgrade Preparations
a) Excavation and subgrade preparation for all concrete structures shall be in strict
compliance with the approved plans, Technical Specification 013.01-
"Excavation, Grading, Trenching„ and Backfilling", or as directed by the
Engineer.
5.0 Replacement Sections
a) Replacement concrete structures shall conform to the dimensions and shape of the
existing remaining structures except as otherwise stated herein. New structures
shall conform to the design and dimensions shown in the approved plans or as
directed by the Engineer and / or County staff.
TS 016.01

September 2012 Brunswick County Engineering Department Revision 1.0
6.0 Sidewalks and Driveways
a) All sidewalks shall be constructed or reconstructed to a minimum uniform
thickness of four (4) inches and to the width of the sections being replaced or, for
new sidewalks, to the width designated on the approved plans. All driveways
shall be constructed to a minimum uniform thickness of six (6) inches including
that section which crosses sidewalk areas, unless otherwise directed by the
Engineer and / or County staff. The driveway flared section at the road shall
conform to the exact dimensions and shape of that which was removed.
7.0 Construction Forms
a) Concrete Curb and Gutter Forms: Wooden or steel forms, satisfactory to the
Engineer, shall be used for the construction of curb and gutter. They shall be set
true to alignment and grade as required by the Engineer and substantially braced.
Metal templates, not more than three -sixteenth (3/16") inch in thickness, and
manufactured in accordance with the curb and gutter section, shall be set in the
places provided in the forms not more than ten (10') feet apart. The forms and
templates shall be thoroughly cleaned and oiled after each operation. Templates
shall be adjusted under the supervision of the Engineer so as to prevent short
sections (less than 5 feet).
b) When back and front forms have been set to exact grade and secured, the dividing
plates shall be inserted and trued up. With these forms as templates, fine grading
to exact subgrade elevation shall be completed by hand. Face forms shall then be
set. The contractor shall use every effort to observe any possible misalignments
in grades and shall call such to the attention of the Engineer promptly.
c) Sidewalks and Driveways Forms: Forms shall be of wood or metal, straight and
free from warp, and of sufficient strength to resist springing during the process of
depositing and consolidation of the concrete. The width of the forms for sidewalk
and driveways shall be equal to the full depth of the sidewalk or driveway. Forms
shall be securely staked and braced true to the line and grade set by the Engineer
in the approved plans. Suitable metal or wooden division plates shall be provided
to completely separate adjacent slabs during construction. Forms shall be clean
and well oiled before being set. Sidewalks shall be marked in sections with a
proper lining tool to form squares the size of which will depend upon the width of
the walks. The edges of driveways will be worked with an edging tool and will
be sectioned into squares or marked as directed by the Engineer.
d) Driveway construction joints shall not be spaced less than five (5) feet apart. In
no case shall the next expansion joint on the remaining drive be closer than 5 feet
from the new construction joint.
8.0 Construction
a) Concrete shall not be placed in any forms until the forms and subgrade have been
properly established per the approved plans.
b) Concrete Curb and Gutter Construction:
TS 016.01

September 2012 Brunswick County Engineering Department Revision 1.0
1) The forms for curb and gutter shall be placed in accordance with the
proper alignment and grade as directed by the Engineer in the approved
plans, and all attachments, templates, stakes, bracings, etc., shall be
securely set in place prior to depositing of concrete.
2) Careful check will be made of all forms prior to pouring and the contractor
shall obtain a visual inspection and approval of all forms prior to pouring
concrete therein.
3) When sufficient concrete has been placed in the forms, it shall be well
spaded along areas in contact with the forms in order to eliminate all
honeycombing and floated to the proper alignment and grade, after which
it shall be toweled smooth and very lightly brushed. Templates shall be
removed by stages, but not entirely until the concrete has become
thoroughly hard. After removal of the templates, there must be a clear
division throughout between these sections. Edging tools will be used to
form an edge along the back and front form and at each template.
4) All concrete pours shall terminate at a template. If pouring is to be
resumed within one hour or less, any excess concrete that exists after the
template has been reached may be spread in the bottom two (2) inches of
the gutter form adjoining the completed curb.
5) At catch basins, there will be a short section of gutter only, the curbing
being replaced by the casting. The catch basin casting shall be parallel
with, and on the grade of the back form of the curb and gutter section.
The gutter area shall be so shaped and sloped as to increase in slope
toward the curbing to an extent that when opposite the catch basin
casting, it will provide a minimum of eight (8") inch clear opening below
the casting top. This warped section at, and adjacent to, each catch basin
shall have the exact same finish texture as that of the other curbing
present and shall be poured at the same time where possible. A double ply
of 30-pound building felt shall be inserted on all sides of catch basin
casting covers that come in contact with any concrete. No felt shall be
placed against catch basin leg castings.
6) The use of excessive grout (mud) continuously along the curb and gutter
section will not be tolerated. The use of "mules" shall be limited to
obtaining the desired finish - they should not be allowed to alter the
section of the curb. No floating and little toweling should be necessary
against the curb face in order to obtain a true and proper section. Such
section should be obtained with the curb face form board, the alignment
of which must be extremely good.
7) The curb and gutter at street corners shall be constructed on a thirty-five
(35) foot radius unless otherwise instructed. At driveways the curb and
gutter shall be constructed on a four and one-half (4 1/2) foot radius unless
otherwise directed by the Engineer.
TS 016.01

September 2012 Brunswick County Engineering Department Revision 1.0
c) Sidewalks and Driveway Construction:
1) After the forms have been set, the contractor shall inspect the form
for proper line and grade and shall check the subgrade for proper
compaction before allowing any concrete to be placed.
2) All materials incorporated in this concrete shall conform to the
provisions as set out hereinbefore and shall be mixed and deposited
in accordance with the requirements of these specifications.
3) When sufficient concrete has been deposited in the forms it shall
be well "spaded" along all areas in contact with the forms in order
to eliminate all "honeycombing".
4) Sidewalks shall be "scored" (1" deep) in sections six feet or less in
width. If sidewalk is greater than six feet in width scoring shall be
as directed by the Engineer. All "scores" shall be straight and
rounded at the surface with the proper edging tool, or as directed
by the Engineer.
5) Expansion joints shall be installed for every 30 linear feet of
sidewalk, against all structures, pavement and curbs, and at such
other places as shown on the plans and details, or as directed by the
Engineer.
6) All concrete pours shall terminate at a template.
7) If pouring is to be resumed within one hour or less, any excess
concrete that exists after the template has been reached may be
spread in the bottom two (2) inches of the adjoining sidewalk
section.
8) All driveways shall be re -constructed to previous widths, depths,
and also with equal radii or angles at the street.
TS 016.01

September 2012 Brunswick County Engineering Department Revision 1.0
Technical Specification 017.01
ASPHALT PAVING
1.0 General
a) Brunswick County does not own and maintain any paved streets, roads, or parking
lots other than those that may be found on County owned property. Streets in
private subdivisions are designed by an Engineer working for a developer and are
generally designed and constructed to the NCDOT subdivision street standards
with regards to geometry and load bearing capability. These streets are owned
and maintained by either the developer or the HOA / POA.
b) The intent of this specification is to provide general direction to a contractor that
is installing asphalt paving on a County utility project, or at the County's direction
for street repairs, patching, drives, parking areas, or the final layer of asphalt
within an existing subdivision. It is not the intent of this specification to be a
design guideline for street construction — all street construction shall conform
with the plans and specifications prepared by an Engineer and with all applicable
NCDOT street design requirements.
c) The contractor shall provide all plant, labor, equipment, and materials in
connection with the construction of a hot -mix pavement consisting of a surface
course on a previously prepared base, or over an existing initial layer of asphalt,
or for minor street patching and repairs, complete, in strict accordance with this
specification and any applicable approved drawings prepared by the Engineer.
2.0 Surface Preparation
a) The base course shall be placed and constructed as required in the current North
Carolina Department of Transportation (NCDOT) Standard Specifications for
Streets and Roads.
b) All drainage structures and pipes shall be properly installed at the locations shown
on the plans.
c) The surface shall be graded to subgrade and compacted as specified by the
Engineer. Surfacing shall be finished by fine grading to the required lines, grades,
and sections, and by re -compacting the subgrade with heavy rollers.
d) The bituminous surface course shall be of the type as shown on the plans, and
shall consist of fine and coarse mineral aggregate and mineral filler uniformly
mixed with hot bituminous material placed and compacted on a prepared base
course to the depth specified or as shown on the plans.
e) Newly placed and compacted asphalt surface course shall be barricaded and
protected from all defects for a period of at least eight (8) hours until they have
become properly hardened by cooling. Only local traffic will be allowed to egress
and ingress.
f) The contractor shall maintain the pavement in an acceptable condition until final
acceptance of the project.
TS 017.01

September 2012 Brunswick County Engineering Department Revision 1.0
3.0 Adjustment of Existing Manholes and Valve Boxes
a) All existing manhole covers, monument boxes, valve boxes, sewer cleanout
boxes, etc., shall be adjusted to match the grade of the proposed overlay.
4.0 Cutting and Replacing Pavement for Utility Installation or Repairs
a) Pavement shall be neatly cut to a straight edge prior to trenching operations. The
cuts shall be made per the approved plans. Ragged and irregular edges shall be
redone. Concrete pavement shall be cut with suitable concrete saw cutting
equipment.
5.0 Pavement Replacement
a) Pavement shall be repaired within the same week that it is cut. If inclement
weather delays pavement replacement, the contractor shall not cut additional
pavement without specific approval from the Engineer or County staff.
b) The surface course shall be hot asphalt laid over the leveling or tack coat to the
compacted thickness as shown on the approved plans. After compaction, the
pavement surface shall be smooth and true to the established crown and grade.
Defects shall be neatly cut out and replaced. Sections of new pavement shall be
protected from traffic until the asphalt has properly hardened.
c) All settlement and damage occurring during construction and the warranty period
shall be repaired by the contractor at his cost.
6.0 Warranty
a) The warranty period for asphalt paving shall be one (1) year from the date of
acceptance by Brunswick County.
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March 2019 Brunswick County Engineering Department Revision 1.13
Technical Specification 018
WATER DISTRIBUTION SYSTEM
1.0 General
a) It is the intent of this specification to ensure that all water system infrastructure
constructed within the service area of the Brunswick County Public Utilities
Department meets or exceeds all local, state, and federal rules and regulations as
applicable. This specification also provides technical guidance to contractors
and engineers to ensure that all water system infrastructure is properly
constructed, tested, chlorinated, and placed in service to protect the public.
2.0 Materials and Requirements for Water Mains
a) General
1) To the maximum extent possible all materials shall be manufactured in the
United States. This includes all pipe, valves, fittings, hydrants, meter
boxes, etc.
2) All pipe material shall be marked with the manufacturer, type, class,
thickness, and date of production in lettering legible to the Engineer and
County staff.
3) The engineer is responsible for reviewing all shop submittals for approval.
County staff may assist as needed to answer any questions concerning
material suitability.
4) All piping material must have a minimum pressure rating of one and one-
half (1.5) times the normal working pressure of the pipe.
5) All pipes, valves, hydrants, fittings, etc., must conform to the applicable
AWWA standards.
6) Water mains shall be constructed of AWWA C900 PVC, minimum DR-
18, except when DIP, HDPE, or Fusible PVC mains are required.
7) All pipes shall be shipped with gaskets installed inside the pipe bell.
8) Water main installation shall conform to AWWA C600: Standard for
Installation of Ductile Iron Pipe (DIP), or AWWA C605: Standard for
Installation of Polyvinyl Chloride (PVC) pipe
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March 2019 Brunswick County Engineering Department Revision 1.13
b) Ductile Iron Pipe (DIP)
1) All sizes of pipe shall be manufactured to a nominal laying length of 18'-
0" to 20'-0", except to make adjustments for bends, tees, and other fittings.
2) DIP shall conform to ANSI / AWWA C150 / A21.50 and ANSI / AWWA
C151 / A21.51, with interior cement mortar lining and an exterior
asphaltic coating for corrosion resistance.
3) Cement mortar linings shall conform to ANSI A21.4 / AWWA C104.
4) DIP that has an interior lining of Protecto 401 (or equivalent) for use in
sewer systems shall not be permitted on potable water systems.
5) Joints shall be the push -on or mechanical joint type conforming to ANSI /
AWWA C111 / A21.11 as modified by ANSI / AWWA C151 /
A21.51.
6) Fittings and specials shall be cast or ductile iron conforming to ASNI
2 1. 10 and shall be rated for one hundred and fifty (150) pounds per square
inch minimum pressure.
7) Wall thickness shall be in accordance with Table 51.1 of ANSI/AWWA
C151/A21.51 with working pressure of one hundred and fifty (150) psi.
Final pipe class shall be determined based on specific structural
calculations as they relate to conditions encountered during design.
Brunswick County reserves the right to designate the final pipe
thickness.
a) (4) inch — (12) inch diameter pipe: minimum pressure class 350
b) (14) inch — (20) inch diameter pipe: minimum pressure class 250
c) (24) inch pipe: minimum pressure class 200
d) Flanged pipe shall be minimum pressure Class 53
8) Rubber gaskets and lubricant shall conform to ANSI/AWWA
C111/A2L11.
9) No metric sized pipe shall be permitted.
10) In corrosive, contaminated, and dredged soils, DIP and all fittings shall be
wrapped in a polyethylene encasement per ANSI / AWWA A21.5 / C105
Polyethylene Encasement for Ductile Iron Pipingfor Water and Other
Liquids. All fasteners shall be stainless steel Type 304, minimum grade.
11) Acceptable products are American Cast Iron Pipe Company, Griffin Pipe
Company, U.S. Pipe Company, or approved equal.
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March 2019 Brunswick County Engineering Department Revision 1.13
c) Polyvinyl Chloride Pipe PVC
1) All sizes of pipe shall be manufactured to a nominal laying length of 18'-
0" to 20'-0" except to make adjustments for bends, tees, and other fittings.
2) Two (2) inch PVC mains shall be SDR-21, gasketed pipe, in accordance
with ASTM D2241 and shall bear the seal of the National Sanitation
Foundation (NSF).
3) Four (4) inch through twelve (12) inch PVC mains shall be AWWA C900
Class 150 (DR-18) and shall bear the seal of the NSF. Joints shall
conform to ASTM D3139 or ASTM D3212.
4) Fourteen (14) inch through thirty-six (36) inch PVC mains shall be
AWWA C900 Class 235 (DR-18) and shall bear the seal of the NSF.
Joints shall conform to ASTM D3139 or ASTM D3212.
5) PVC mains shall be manufactured with PVC material conforming to PVC
1120.
6) Fittings shall be molded PVC with joints similar to the PVC pipe.
Fabricated fittings using solvent welded joints are not acceptable.
Fittings may also be DIP fittings listed and approved for use with PVC
pipe and shall have a cement mortar lining on the interior and an asphaltic
coating on the exterior for corrosion resistance.
7) All PVC water mains shall be factory dyed industry standard blue.
8) Push on joints shall conform to ASTM D3139 with an elastomeric gasket
and the joint pressure rating shall not be less than the pipe pressure
rating.
9) In corrosive, contaminated, and dredged soils, all fittings shall be wrapped
in a polyethylene encasement per ANSI / AWWA A21.5 / C105
Po yethylene Encasement for Ductile Iron Piping for Water and Other
Liquids. All fasteners shall be stainless steel Type 304, minimum grade.
10) Acceptable products are Diamond Plastics Corporation, J M Eagle
Manufacturing Company, National, Certainteed, North American, or
approved equal.
d) Fusible Polyvinyl Chloride (Fusible PVC)
1) Fusible PVC pipe shall be in the four (4) inch to thirty-six (36) inch
diameter range.
2) Fusible PVC shall be AWWA C900 with National Sanitation
Foundation (NSF) certifications NSF— 61 and NSF — 14.
3) Fusible PVC shall conform to ASTM cell classification 12454.
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March 2019 Brunswick County Engineering Department Revision 1.13
4) Fusible PVC shall have a minimum safety factor of two (2.0).
5) Fusible PVC shall be joined by the thermal butt fusion method in
accordance with ASTM F-1674 and D-638.
6) Four (4) through twenty-four (24) inch Fusible PVC (DIPS) shall be
minimum DR-18.
7) Thirty (30) inch Fusible PVC (DIPS) shall be DR-25.
8) Thirty-six (36) inch Fusible PVC (DIPS) shall be DR-32.5.
9) All Fusible PVC water mains shall be factory dyed industry standard blue.
10) Fittings and specials shall be as stated in Section (4.0) of this
specification.
11) Acceptable products are Fusible PVC TM by Underground Solutions, Inc.
e) High Density Polyethylene Pipe (HDPE)
1) HDPE mains shall be high density polyethylene conforming to AWWA
C906 with PE 4710 materials and shall conform to ASTM F714
specification for HDPE pipe.
2) HDPE shall be joined by the thermal butt fusion method in accordance
with ASTM D3261.
3) HDPE shall be minimum DR-9 rated at a minimum two hundred (250)
pounds per square inch.
4) All HDPE water mains shall have a factory standard blue stripe on the
pipe.
5) Fittings and specials for HDPE mains shall be per the HDPE
manufacturer's recommendations and shall be submitted as shop
submittals by the utility contractor to the engineer for review and approval
prior to use. All fittings and specials shall conform to ASTM D3350 for
fittings materials.
6) HDPE used for horizontal directional drills (HDD) shall have the pipe
diameter increased in order to maintain equivalent inside diameter as the
open cut installed pipe it connects to.
7) Acceptable products are Mono -Line Pipe System by Joseph T. Ryerson
and Sons, Inc.; Driscopipe 1000 by Phillips Products, Inc.; Sclairpipe by
Dupont of Canada; JM Manufacturing Company Inc. or approved equal.
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March 2019 Brunswick County Engineering Department Revision 1.13
3.0 Materials and Requirements for Water Services
a) Water services that are less than fifty (50) percent of the outside diameter of the
supplying main may utilize a wide band body tapping saddle. All other water
service connections shall use a tapping sleeve.
b) (1) inch service lines and tapping saddles
1) Service line piping shall be minimum one (1) inch diameter for (3/4) and
(1) inch water meters and shall be HDPE tubing, SDR 9, 200 psi,
conforming to ASTM D2737 / AWWA C901. No joints are allowed on a
service line between the main service tap and the meter stop.
In proven contaminated soils the service line shall be Type K copper
with rated and approved gaskets for contaminated soils.
2) Service saddles shall be wide band body service saddles, ACIPCO, US
Pipe, McDonald, Mueller, Smith Blair, Ford, JCM, Romac, or approved
equal. All fasteners shall be minimum high strength alloy steel.
3) Size of tap shall match that of the service line (1-inch minimum tap).
4) The corporation stop shall have AWWA inlet threads, ball type, outlet
connection to be CTS /OD, conductive compression type (grip nut). Size
of corporation stop shall match that of service line (1-inch minimum).
Corporation stops shall be Mueller B 25028, Ford —Ball Corp FB 1100 or
1000, McDonald — Ball Corp 4704 —BT, or approved equal.
c) (1.5) inch and (2) inch service lines and tapping saddles
1) Services shall be two (2) inch diameter for one and one-half (1.5) inch and
two (2) inch water meters and shall be HDPE tubing, SDR 9, 200 psi,
conforming to ASTM D2737 / AWWA C901. No joints are allowed on a
service line between the main service tap and the meter stop.
In proven contaminated soils the service line shall be Type K copper
with rated and approved gaskets for contaminated soils
2) Service saddles shall be wide band body service saddles, McDonald 3800
series, Mueller H 13000 or DR 2S series, Smith Blair 317, Ford FC 202,
JCM 406, Romac 202, or approved equal. All fasteners shall be minimum
high strength alloy steel.
3) Tapping valve shall be a two (2) inch, resilient wedge gate valve, Mueller
A 2360, or approved equal, installed with a valve box and concrete collar
per County Standard Detail.
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March 2019 Brunswick County Engineering Department Revision 1.13
4) Large meter boxes with meter setters are required for one and one-half
(1.5) inch and two (2.0) inch water meters and shall be provided by the
contractor and shall accommodate the Sensus AMR/AMI water meter. The
contractor shall submit the proposed large meter box and lid to the
Engineer for approval prior to installing the meter box.
d) (3) inch and (4) inch service lines
1) Service lines shall be four (4) inch diameter for three (3) inch and four (4)
inch water meters and may be HDPE, DIP, or PVC material conforming to
technical specifications for these materials per Section (3.0) of this
Specification. Water meters three (3) inch and larger shall be installed in a
meter vault per County Water Standard Details — Large Meter Vaults.
2) Tapping sleeves are required per County Standard Details. Tapping
saddles are not allowed on any services larger than two (2) inch. See
Section (12) of this specification for tapping sleeve information. All
fasteners shall be minimum high strength alloy steel.
e) Services for water meters larger than four (4) inch shall be sized to match the
installed meter size.
f) All services shall be installed as shown on the approved plans and the tap shall be
made perpendicular to the main and run straight to the meter box or vault.
Variations from this requirement due to field conditions are only by approval of
the County in advance of installation.
g) Locating wire is required on water services and water mains. See Section (14) of
this specification for locating wire information.
h) Service taps shall be made at the 10:00 o'clock or 2:00 o'clock position on the
water main. Service taps shall be staggered from one side of the main to the other
with a minimum distance of eighteen (18) inches between taps. Taps are to be a
minimum twenty (20) inches apart if made on the same side of the main.
i) Services shall not be installed by the contractor until all the mains have passed
hydrostatic testing, cleaning, and chlorination results are satisfactory and provided
to County staff.
j) No taps are allowed on a fire hydrant leg.
k) No taps are allowed where rodding is in place.
1) No burned taps are allowed.
m) No taps are allowed on horizontally directionally drilled (HDD) pipe.
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March 2019 Brunswick County Engineering Department Revision 1.13
n) Brunswick County Public Utilities is standardizing on the Sensus AMR / AMI
water meter. Water meters shall be Sensus AMR / AMI, or approved equal, and
shall be provided with the MXU unit and touch read pad.
o) Water meter boxes for standard 5/8" x 3/4"' water meters shall be:
Single Meter Boxes:
Ford
LYLV 141-243-TP-NL
McDonald
776-208PC2G437
Mueller
H-1462-K
1) Or approved equal — all boxes must accommodate the Sensus water meter
with AMI/AMR technology to include the MXU unit and touch read pad
2) Water meter boxes for meters larger than 5/8" x 3/4" shall be provided by
the contractor and sized appropriately for the meter being installed
Double Meter Boxes:
Ford DGHC 118-C 14439-002-NL
McDonald 773N208BCGP 434TCX00I
1) Or approved equal — all boxes must accommodate (2) Sensus 3/4-inch water
meters with AMI/AMR technology to include the MXU units and touch
read pad.
p) All new residential subdivisions that have county public sewer shall install a
double water meter box, or two single gang meter boxes, on the one (1) inch
service lateral on each lot to accommodate an irrigation meter for separate
billing purposes — refer to county water standard detail for water services.
q) Water meters shall be in non -traffic areas. Driveways shall not be formed around
meter boxes and the nearest distance from the meter box to the driveway shall be
no less than eighteen (18) inches.
r) Large water meter vaults shall be per the County Standard Details for meter
vaults. Quazite or G1asMasters polymer concrete enclosures, minimum Tier 22
rating for both the box and lid, are an approved "or equal" to a standard concrete
vault. Contact County Engineering with any questions concerning large water
meter vaults.
4.0 Materials and Requirements for Fittings and Specials
a) Fittings and specials shall be class (54) ductile iron per ANSI / AWWA A21.11 /
C111, ANSI / AWWA A21.53 / C153, and ANSI / AWWA A21.51 / C151,
minimum class 350 for (18) inch and smaller fittings and minimum class 250 for
(20) inch and larger fittings.
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March 2019 Brunswick County Engineering Department Revision 1.13
b) Profiles of fittings and specials may have special dimensions as required by the
pipe manufacturer.
c) Ductile iron fittings and specials shall be cement mortar lined per ANSI / AWWA
A21.4 / C 104 and have an asphaltic coating on the exterior for corrosion
resistance.
d) No metric sized fittings shall be permitted.
e) All fittings to be shipped with gaskets, glands, nuts, and bolts unless specified
otherwise. Nuts and bolts shall be high strength alloy steel.
5.0 Materials and Requirements for Restrained Joints, Piping, and Fittings
a)
b)
c)
d)
e)
Restrained joints are required to prevent movement of system piping caused by
forces in or on buried piping, tees, valves, branches, bends, plugs, etc.
Restrained joints shall be installed as shown on the approved plans, standard
details, or as directed by county staff or the Engineer.
Concrete thrust blocking shall be installed as shown on the approved plans,
standard details, or as directed by county staff or the Engineer.
All carrier pipe installed inside a casing shall be pressure class 350 ductile iron
pipes per county standard details with restrained joints.
All restrained joint systems shall have a pressure rating equal to or greater than
that of the pipe on which they are installed.
f) Restraint type gaskets that provide internal restraint by means of stainless steel
inserts embedded within the gasket are not permitted for use in Brunswick
County.
g) Ductile Iron Pipe (DIP)
1) Install restraints in strict accordance with the manufacturer's
recommendations.
2) All ductile iron horizontal directional drill and bore -and -jack installations
shall use boltless, integral, positive locking restraint systems that allow for
joint deflection and disassembly should the need arise. The restrained
joint system shall be a manufacturer's standard restrained joint system
such as American (Flex -Ring or Lok-Ring), U S Pipe (TR-Flex), or
Griffin (Snap-Lok), or approved equal.
Note: the aforementioned boltless, integral, positive locking restraint
systems are also acceptable for use in open cut pipe installations.
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March 2019 Brunswick County Engineering Department Revision 1.13
3) External bell restraint harness shall have ductile iron glands. The
dimensions of the gland shall be such that it can be used with the standard
mechanical joint bell. Twist off nuts with preset factory torque setting
shall be used to ensure proper actuation of the restraint device. All nuts,
bolts, and fasteners shall be high strength alloy steel. Mechanical joint
restraints shall conform to ANSUAWWA A21.11/C111 and
ANSI/AWWA A21.53/C153, latest revision.
The restrained joint system shall be a manufacturer's standard restrained
joint system manufactured by EBAA Iron, Inc., Smith -Blair, Inc., JCM,
Inc., or approved equal.
4) Restraint for valves and fittings shall have ductile iron glands. Twist off
nuts with preset factory torque setting shall be used to ensure proper
actuation of the restraint device. All nuts, bolts, and fasteners shall be
high strength alloy steel. Mechanical joint restraints shall conform to
ANSI/AWWA A21.11/CI I I and ANSI/AWWA A21.53/C153, latest
revision.
The restrained joint system shall be a manufacturer's standard restrained
joint system manufactured by EBAA Iron, Inc., Smith -Blair, Inc., JCM,
Inc., or approved equal.
5) Stainless steel rodding and fasteners, Type 304 minimum, is acceptable
per county standard details. Manufacturer's restraint system and/or glands
are preferred in lieu of rodding.
h) Polyvinyl Chloride Pipe (PVC)
1) Install restraints in strict accordance with the manufacturer's
recommendations.
2) External bell restraint harness shall have ductile iron glands. The
dimensions of the gland shall be such that it can be used with the standard
mechanical joint bell. Twist off nuts with preset factory torque setting
shall be used to ensure proper actuation of the restraint device. All
nuts, bolts, and fasteners shall be high strength alloy steel.
Mechanical joint restraints shall conform to ANSI/AWWA A21.11/
CI I I and ANSUAWWA A21.53/C153, latest revision.
The restrained joint system shall be a manufacturer's standard restrained
joint system manufactured by EBAA Iron, Inc., Smith -Blair, Inc., JCM,
Inc., or approved equal.
3) Restraint for valves and fittings shall have ductile iron glands. Twist off
nuts with preset factory torque setting shall be used to ensure proper
actuation of the restraint device. All nuts, bolts, and fasteners shall be
high strength alloy steel. Mechanical joint restraints shall conform to
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March 2019 Brunswick County Engineering Department Revision 1.13
ANSI/AWWA A21.11/C111 and ANSI/AWWA A21.53/C153, latest
revision.
The restrained joint system shall be a manufacturer's standard restrained
joint system manufactured by EBAA Iron, Inc., Smith -Blair, Inc., JCM,
Inc., or approved equal.
4) Stainless steel rodding and fasteners, Type 304 minimum, is acceptable
per county standard details. Manufacturer's restraint system and/or glands
are preferred in lieu of rodding.
6.0 Materials and Requirements for Pipe Couplings — 4 inches and larger
a) Provide couplings where needed to make piping connections.
b) Provide full-length, mechanical joint, ductile iron solid sleeve with twelve (12)
inch minimum length.
c) Provide ductile iron cut -in sleeve with mechanical restrained joints where
installing fittings in an existing line.
7.0 Materials and Requirements for Fire Hydrants
a) Hydrants shall be the dry barrel type with breakaway flange, shall open left only,
conforming to AWWA Standard C502, latest revision, with a six (6) inch
mechanical joint connection on the inlet end, minimum four and one-half (4.5)
inch valve opening, and two (2.5) inch hose connections and one (4.5) inch
pumper connection, all with American National Standard fire hose coupling
threads.
b) Hydrants shall have breakaway barrel and operating stem with barrel length for
three (3) foot main cover, six (6) inch bottom hub, and one and one-half (1.5) inch
solid operating nut with O-ring seals.
c) Main valve seat shall have bronze to bronze threads into the hydrant shoe.
Hydrant shall be grease lubricated with a thrust bearing to reduce operating torque
or may be oil lubricated.
d) Hydrants shall be rated at one -hundred —fifty (150) psi working pressure and
three -hundred (300) psi test pressure.
e) Hydrants shall be shop painted chrome yellow Tnemenc paint (or approved equal)
and shall be touched up after installation and given one (1) field coat of chrome
yellow enamel. If the hydrant is painted with color other than chrome yellow
from the manufacturer, there shall be three (3) field coats of chrome yellow paint
applied by the contractor after installation.
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March 2019 Brunswick County Engineering Department Revision 1.13
f) Hydrant shall be dry bonnet type and be provided with a drain outlet for draining
when the valve is closed and shall be provided with washed stone per County
Standard Detail to ensure adequate drainage.
g) All fire hydrants installed on water mains 12-inch and smaller shall be installed as
shown on County Standard Detail W-1 using a swivel hydrant tee on the main and
DIP and/or MJ GradeLok restrained joint (Mega -A -Lug or equal) piping between
the hydrant gate valve and the hydrant. Mega -A -Lug is preferred in lieu of
rodding. Thrust blocks are required per detail.
h) All fire hydrants installed on water mains larger than 12-inch shall be installed
with a level invert tee on the main and DIP and/or MJ GradeLok restrained joint
(Mega -A -Lug or equal) piping between the hydrant gate valve and the hydrant.
Mega -A -Lug is preferred in lieu of rodding. Thrust blocks are required per detail.
i) Hydrants shall be installed plumb one -eight (1/8) inch per foot, and set so that the
pumper nozzle is eighteen (18) inches minimum above the final finished grade.
j) Contractor shall be allowed one (1) barrel extension as required to maintain
pumper nozzle at eighteen (18) inches above final finished grade and the fire
hydrant shall not be left too high such that the breakaway will not work properly.
k) Hydrants shall be Mueller, Clow, American Darling, or approved equal.
8.0 Materials and Requirements for Building Fire Sprinkler Systems
a) Backflow prevention devices are required on all fire lines and sprinkler systems to
prevent cross- contamination of the County's water transmission and distribution
system. Refer to the Brunswick County Public Utilities Department's Cross -
Connections and Backflow Protection Policy for additional information.
b) A lockable post indicator valve (PIV) is required at the right-of-way or easement
line on all fire lines to delineate ownership of the fire line between the County and
the property owner. The top of the PIV shall be thirty-six (36) inches above
finished grade. Refer to County Standard Details for fire lines.
c) Backflow prevention devices shall be installed at the right-of-way or easement
line immediately adjacent and downstream of the PIV. With County approval the
backflow prevention device may be installed inside a building's mechanical room
where the sprinkler riser is located.
e) Where a building utilizes a sprinkler system, or has a Fire Department Connection
(FDC), then the required level of backflow protection is a Reduced Pressure Zone
(RPZ) backflow preventer.
f) Fire hydrants shall not be installed on private fire lines.
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March 2019 Brunswick County Engineering Department Revision 1.13
9.0 Materials and Requirements for Water System Valves
a) General Information for all Valves
1) Valves shall be installed on all system branches from feeder mains, on
hydrant legs, at each end of horizontal directional drills per standard
detail, per a), b) and c) as follows, or as directed by county staff or the
engineer:
a) Install three (3) valves at crosses
b) Install two (2) valves at tees
c) Install one (1) valve on a fire hydrant leg
2) For distribution mains isolation valves are required at approximately every
one -hundred (100) feet per one (1) inch diameter of the installed main up
to a maximum distance of two thousand (2,000) feet between valves. For
example, for an eight (8) inch diameter main install a main line isolation
valve every eight hundred (800) feet. Place mail line isolation valves in
close proximity to fire hydrants. Also adjust main line isolation valve
placement to take into account subdivision entrances, driveways, fences,
street intersections, other underground utilities, etc, or as directed by
county staff. Restrained joint pipe is required on the first joint in each
direction from a main line valve as per county standard detail
3) For transmission mains - defined as twelve (12) inch and larger - install an
isolation valve approximately every two hundred (200) feet per one (1)
inch diameter of the installed main up to a maximum distance of five
thousand (5,000) feet between valves. Place main line isolation valves
near fire hydrants. Also adjust main line isolation valve placement to take
into account subdivision entrances, driveways, fences, street intersections,
other underground utilities, etc, or as directed by county staff. Restrained
joint pipe is required on the first joint in each direction from a main line
valve per county standard detail.
4) Place main line isolation valves on the downstream side of the fire hydrant
tee per the direction of water flow.
5) Valves shall be located per the approved plans, at the proper elevation, and
operable. Hard to operate or inoperable valves and fire hydrants are not
acceptable and shall be repaired or replaced prior to system hydrostatic
pressure testing.
6) All valves shall open left — no right hand open valves are allowed.
7) Valves shall be rodded to the cross or tee if within ten (10) feet of the
cross or tee.
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March 2019 Brunswick County Engineering Department Revision 1.13
8) All valves shall have a metal screw type valve box with lid marked
WATER and a concrete collar (in non -traffic areas) installed per the
County Standard Detail for valves and valve boxes. Masonry blocking
shall be used to support the valve box such that it does not rest on the
bonnet of valve — refer to county standard details. Valve lid shall be
painted blue.
9) Maximum depth of the valve stem nut shall be five (5) feet. If valve stem
nut is deeper than five (5) feet below grade then a valve operating nut
extension kit, manufactured by the same company that produced the valve,
must be installed by the utility contractor.
b) Gate Valves
1) All valves shall be in conformance with the latest revision of all reference
standards of AWWA C509 / 515: Resilient Seated Gate Valves for Water
Supply Service.
2) Four (4) inch through twelve (12) inch mains: use resilient wedge gate
valves or 1/4 turn stainless steel ball valves. No valves smaller than four
(4) inch diameter are allowed.
3) All valves shall open left (counter clock wise) — no right hand valves
allowed.
4) Valves shall have a two (2) inch metal operating nut with arrow indicating
direction of opening.
5) Valves shall be designed for a working pressure of not less than one
hundred fifty (150) psi unless specifically approved by county staff or the
Engineer.
6) Valves shall be equipped with a non -rising stem. Valves installed in
vaults or manholes shall be provided with hand wheel actuators.
7) All valves shall have a screw type valve box and a four (4) inch thick
concrete collar in non -traffic areas per county standard detail.
8) Resilient Seated Wedge Gate Valves:
a) Iron body, bronze mounted, double disc, parallel seat type, factory
tested to three hundred (300) psi, valve ends to be constructed for
use with mechanical joints or push on joints.
b) Bonnet and body flanges shall be fully machined to assure proper
sealing of the gasket.
c) Shall have O-Ring sealed stems with one O-Ring located below the
thrust collar and with two O-Rings located above the thrust collar.
The thrust collar between the two lower O-Rings shall be factory
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March 2019 Brunswick County Engineering Department Revision 1.13
filled with a lubricant to provide permanent lubrication of the thrust
collar area.
d) Provide integrally cast bronze or stainless -steel thrust collar.
e) An antifriction thrust washer shall be provided both above and
below the thrust collar for ease of operation.
f) Acceptable product: Mueller, M & H, American Flow Control,
Clow, or approved equal.
c) Butterfly Valves
1) Butterfly valves shall be installed on water mains sixteen (16) inch
diameter and larger.
2) Butterfly valves shall meet the requirement of AWWA C504, latest
revision.
3) Valves shall have mechanical joints.
4) Operating stem and nut shall be two (2) inch and open left only.
5) Resilient and elastomer seats are to be synthetic rubber (EPDM).
6) Shafts to be turned, ground and polished, constructed of 18-8 Type 304
stainless steel.
a) Shafts to be of one-piece design.
b) Attach disc to shaft with stainless steel tapered pins and locking
nuts.
7) Provide operators with not less than maximum operator torque, as
determined in accordance with Appendix A of AWWA C504, to operate
valves under actual line pressures and velocities:
a) Provide worm and gear, or traveling nut type, self-locking to
prevent the valve disc from creeping or fluttering when it is in any
intermediate position between open and closed.
b) Gear operators to be permanently lubricated, totally enclosed, with
adjustable stops for the open and closed position.
c) All exterior fasteners shall be minimum high strength alloy steel.
8) Epoxy coated inside and outside conforming to AWWA C550.
9) Rated for a one hundred fifty (150) psi working pressure.
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March 2019 Brunswick County Engineering Department Revision 1.13
10) Acceptable product: Mueller, American Darling, Pratt, or approved equal.
d) Tapping Valves — less than 30 inches
1) Tapping valves smaller than thirty (30) inches shall conform to the
following:
a) Resilient seated wedge type conforming to AWWA C509 / C515.
b) Epoxy coated inside and outside conforming to AWWA C550.
c) Both ends shall be flanged with tapping boss by mechanical joint
conforming to ANSI B16.1, Class 125 and ANSI / AWWA
C I I I / A21.11 respectively.
d) Rated for two hundred fifty (250) psi working pressure.
e) All exterior fasteners shall be minimum high strength alloy steel
f) Acceptable Product: Mueller T-2360 -16, AVK Series 25, or proved
equal.
e) Tapping valves(30) inches and larger
1) Bronze seat, double disk type, conforming to AWWA C500, or resilient
seated wedge conforming to AWWA C515.
2) Epoxy coated inside and out conforming to AWWA C550.
3) Equipped with four (4) inch by-pass valves.
4) Ends shall be flanged with tapping boss by mechanical joint conforming to
ANSI B16.1, Class 125 and ANSI/AWWA C111/A21.11 respectively.
5) Rated for (200) psi working pressure.
6) Acceptable product: Mueller t-2360 -16, AVK Series 25 or approved
equal.
10.0 Materials and Requirements for Valve Boxes and Concrete Collars
a) Install per county standard details at each water valve.
b) Cast iron or ductile iron, screw type, with flared base, length as required for the
buried valve, Valve Box Adaptor II, by Adaptor Inc., or approved equal.
c) The word "WATER" shall be cast in the cover.
d) The contractor shall spray paint the cover blue after installation.
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March 2019 Brunswick County Engineering Department Revision 1.13
e) Install precast concrete ring around valve box in unpaved non -traffic areas per
county standard detail.
11.0 Materials and Requirements for Valve Markers
a) Valve markers shall be installed in rights -of -way and utility easements as shown
on the County Standard Details
b) Valve markers in public rights -of -way shall be concrete, extend thirty-six (36)
inches above finished grade, with the cast MV (main valve), AV (air release
valve), or BO (blow off) facing the nearest street. Valve markers in utility
easements shall be fiberglass and extend sixty (60) inches above finished grade.
Refer to county standard details for additional information.
c) Valve markers are not required for fire hydrant leg isolation valves.
d) Valve markers shall be painted blue for water mains.
e) Concrete valve markers shall have a bronze, stamped, insert on top of marker per
county standard detail.
12.0 Materials and Requirements for Tapping Sleeves (services larger than 2 inch)
a) Tapping sleeves shall have outlet flange counter bored to accept a mating tapping
valve for true alignment of the tapping sleeve, tapping valve, and tapping
machine.
b) Sleeves shall be stainless steel, split type, with gasket and flanged outlet.
c) Sleeve fasteners shall be minimum high strength alloy steel.
d) Provide for a minimum working pressure of one hundred fifty (150) psi.
e) Provide (1/4) inch NPT test plug on the tapping sleeve.
f) Air test of tapping sleeve — minimum fifty (50) psig for five (5) minutes - shall be
witnessed by county staff prior to the contractor performing tapping
operations on county water mains. No taps are allowed without county staff
present.
g) Acceptable tapping sleeves are:
1) Romac, Ford, and Mueller for mains four (4) inches through twenty-four (24)
inches diameter.
2) Dresser, Cascade, and JCM for mains thirty (30) inches and larger.
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March 2019 Brunswick County Engineering Department Revision 1.13
13.0 Materials and Requirements for Curb Stops and Water Meter Boxes
a) All new residential subdivisions that have public sewer shall install a double
water meter box on each lot to accommodate an irrigation meter.
b) See Section 3.0 (o) of this specification for approved water meter boxes.
c) All single gang water meter boxes will have an in -line curb stop valve and an in -
line check valve per county standard detail.
d) All irrigation meters, and all non-residential water meters, must have an approved
backflow prevention device installed per county standard detail.
e) Brunswick County is standardizing on the Sensus AMR / AMI water meter. All
water meter boxes used in the service area of Brunswick County Public Utilities
must accommodate the Sensus AMR / AMI water meter.
14.0 Materials and Requirements for Locating Wire, Marking Tape, and Marker Balls
a) Tape shall be three (3) inches wide, blue in color, bearing continuous message
"CAUTION WATER LINE BURIED BELOW". Tape shall be made of plastic or
other permanent material, and shall be buried continuously above the water main
at a depth of eighteen (18) inches below finished grade.
b) All water mains shall have a #12 AWG, high strength copper clad steel conductor
(HS-CCS) such as Copperhead Superflex, Pro Trace High Flex, or approved
equal, with HDPE insulation, and rated for direct burial. Listed and approved
underground connectors shall be used for all splices. The wire shall be brought
up in valve boxes per County Standard Detail. In any event, the wire shall be
brought up into a valve box at 1,000 feet maximum intervals to provide wire
access points. The wire shall be taped to the top of the water main at minimum
ten (10) feet intervals.
c) The contractor shall be required to perform a signal strength test of the installed
tracer wire at the end of the project with county staff present. Refer to Brunswick
County standard details for tracer wire information.
d) Individual water services shall have tracer wire installed from the main to the
meter box.
e) In addition to the tracing wire, electronic marker balls shall be installed on the
water main in accordance with Brunswick County Technical Specification TS
035: Electronic Markers for Water and Sewer Pressure Mains.
15.0 Separation of Water Mains and Sewer Mains
a) Horizontal and Vertical Separation
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March 2019 Brunswick County Engineering Department Revision 1.13
1) Minimum horizontal separation between water mains and sanitary sewer
shall be ten (10) feet. The distance shall be measured edge of pipe to edge
of pipe.
2) Should ten (10) foot separation not be feasible, then the water main may
be located closer to the sewer main provided that:
a) It is laid in a separate trench,
b) It is laid in the same trench with the water main located at one side
on a bench of undistributed earth,
c) In either of the above cases, crown elevation of the sewer shall be
at least eighteen (18) inches below invert elevation of the water
line.
3) Sewers crossing water mains shall be laid to provide a minimum vertical
separation of eighteen (18) inches between the invert of the water main
and the crown elevation of the sewer main. The crossing shall be arranged
perpendicularly so that the sewer main joints will be equidistant and at
least ten (10) feet from the crossing in each direction.
4) If it is impossible to maintain the required horizontal and vertical
separation as described above or anytime sewer must be laid above a water
main, then both the water main and sewer main must be encased in ferrous
sleeves. Sleeves shall have sealed ends. If the water main is ferrous with
joints equivalent to water main standards, then the water main does not
have to be encased within an additional sleeve
5) Mechanical joints will be required for the transition in the sewer main at
water main / sewer main crossings. Fernco couplings are not permitted to
be used. Special structural support for the water and sewer mains may be
required.
16.0 Hydrostatic Testing
a) Conduct hydrostatic testing in accordance with AWWA C600 (DIP) or AWWA
C605 (PVC) as applicable. Conduct tests on each line or valved section of line.
Water mains shall be tested to one -hundred and fifty (150) percent of the pipe
working pressure, but in no case shall the hydrostatic test pressure be less than
(150) psig for a minimum of two (2) hours and shall be witnessed and certified by
county staff and / or the Engineer.
b) Slowly fill the main to expel air from the main through the air release valves, fire
hydrants, blow offs, or other appurtenances. If permanent air release valves are
not located at all high points, the contractor shall install corporation cocks at such
points so that air can be expelled as the line is filled with water. After all the air
has been expelled, the corporation cocks shall be closed, and the test pressure
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March 2019 Brunswick County Engineering Department Revision 1.13
applied. At the end of the pressure test, the corporation cocks shall be removed
and plugged.
c) Hydrostatic pressure testing shall not be made until seven (7) days after
installation of piping to be tested is backfilled, and a minimum forty-eight (48)
hour notice to county staff is required.
d) Directionally drilled pipe must be pressure tested after any manufacturer's
required pipe relaxation period, as applicable, to ascertain the successful
completion of the directional drill. All directionally drilled piping shall be tested
again with the complete system and witnessed by county staff and /or the
engineer.
e) A suitable test pump, furnished by the contractor, shall be connected to the line by
means of a tap in the line, or other suitable methods, and the proper test pressure
slowly applied to the line.
17.0 Water Main Flushing and Chlorination
a) Conduct disinfection in accordance with AWWA C651 and 15A NCAC 18C
.1003 before placing a newly installed water main in service:
1) Upon completion of construction thoroughly flush the water main to
remove all sediment, stone, and other foreign matter.
2) Hydrostatically pressures test the water main per Section (16) of this
specification.
3) The water main shall be disinfected by the addition and thorough
dispersion of a chlorine solution in concentrations sufficient to produce a
chlorine residual of at least fifty (50) milligrams per liter (or ppm) in the
water throughout the water main system.
4) All installed valves or other appurtenances shall be operated several times
while line is filled with chlorinating agent to ensure proper filling of the
entire system.
5) The chlorine solution shall remain in contact with the interior surfaces of
the piping system for a minimum period of twenty-four (24) hours.
6) At end of retention period flush the system with potable water. At least
(10) ppm of chlorine shall remain in the water at the extreme end of the
system.
7) If the initial disinfection procedure fails to produce satisfactory laboratory
results the system must be disinfected again as needed by the contractor
until satisfactory results are obtained.
8) Originals of the laboratory test results shall be provided to county staff.
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March 2019 Brunswick County Engineering Department Revision 1.13
b) Acceptance:
1) Provide separate samples for each sample location free of coliform
bacteria:
a) Contractor shall submit water samples to an approved laboratory
for testing.
b) Contact County Engineering or Public Utilities for assistance and
verification of sampling — a minimum forty-eight (48) hour notice
is required.
c) The sample results shall include the free chlorine residual at the
time the samples were collected.
d) All sample locations are to be given an identifying label.
e) The certified laboratory results shall indicate the absence of
coliform bacteria in the water samples.
2) At a minimum, sample locations shall be as required by NCDENR and the
following:
a) The tie-in location of new and existing water lines.
b) The end of all dead-end lines.
c) At intervals of no more than (1,200) feet for all new lines longer
than (1,200) feet in length.
c) Disposal of Chlorinated Water
1) The contractor is cautioned that the spent chlorine solution must be
disposed of in such a way as not to be detrimental to animal, plant, or fish
life.
18.0 Operation of Brunswick County Water System Valves and Fire Hydrants
a) No county valves or hydrants shall be operated by the contractor without prior
approval of county staff.
b) All hydrant and blow -off operations shall be done in a manner so that private
property is not impacted and there shall be no flooding of streets, driveways, or
roadways or any other traffic problems created.
c) The contractor shall contact county staff prior to performing system flushing or
blow -off operations with a minimum forty-eight (48) hour notice.
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September 2015 Brunswick County Engineering Department Revision 1.01
Technical Specification 019.01
STORM WATER DRAINAGE SYSTEM
4.0 General
a) This specification provides general guidance for the installation, repair, removal,
and reinstallation of storm water drainage systems and separation clearances
required to public utilities.
b) The contractor under this section is responsible for the removal and re-
installation and/or installation of all storm water drainage pipes, manholes,
headwalls, and other related structures where shown on the plans or as may be
disturbed during construction. Re -installation and/or installation will conform to
the requirements as specified in the North Carolina Department of Transportation
(NCDOT) "Standard Specifications for Roads and Structures" and all applicable
State and local rules concerning separation requirements to other utilities.
2.0 Reuse and Replacement of Drainage Pipe and Structures
a) The contractor shall be required to exercise extreme care in the removal and
handling of existing drainage pipe and structures to prevent damage. Existing
reusable drainage pipe removed shall be temporarily cleaned and properly stored
for re -installation upon completion of the contracted work.
b) The contractor is to replace all damaged drainage pipe with new re -
enforced pipe and shall dispose of damaged material.
c) Existing drainage pipe that is not suitable for reuse as determined by the Engineer
shall be replaced for the unit price found on the Bid Form. If the replacement
drainage pipe is not of the sizes or material found in the Bid Form, the Contractor
shall replace the pipe for price of material only. Contractor is to provide invoices
to satisfaction of the Engineer for the cost of material. Any drainage pipe
damaged as a result of Contractor's actions shall be replaced at Contractor's
expense.
d) All pipe shall be replaced as nearly as possible to the original grade and
alignment; however, the grade and alignment shall be uniform. The covers and
frames from displaced manholes and structures shall also be removed and stored
for use on replacement manholes and structures.
3.0 Replacement Drainage Pipe
a) Replacement drainage pipe for damaged sections shall be of size and grade of that
being replaced except that all replaced pipe shall be reinforced. Concrete pipe
shall conform to ASTM C-76, latest edition Class III with tongue and groove
joints and preformed mastic joint filler. Size requirements shall meet minimum
NCDOT standards in public rights -of -way.
TS 019.01

September 2015 Brunswick County Engineering Department Revision 1.01
4.0 Replacement Drainage Structures
a) Replaced manhole and inlet structures shall be precast concrete with preformed
holes or knockout panels unless otherwise approved.
5.0 Execution
a) Excavation, trenching, backfilling, and compaction shall be in compliance with
Technical Specification 013.01, "Excavating, Grading, Trenching, &
Bac . allin�. Proper clearance between storm drainage pipe and public water,
gravity sewer, low pressure sewer, and transmission force mains other- u4il ti
shall be provided as indicated in the Brunswick County Standard Details and per
these minimum separations:
1) Minimum horizontal separation: 5 feet
2) Minimum vertical separation - without engineered support: 24 inches
3) Minimum vertical separation — with engineered support: as approved
by county staff
6.0 Drainage Pipe:
a) Replacement drainage pipe shall be new pipe that is free of defects. Store in an
acceptable manner until ready for installation. The pipe shall be installed from
the lowest point of the system, true to line and grade, with bell or groove and
facing upstream. The trench shall be maintained free of surface or ground water.
Great care shall be taken to obtain well aligned and tight pipe lines to assure good
flow and the exclusion of infiltration by ground water as much as possible.
Installation shall conform to the respective recommendations of the pipe
manufacturers or trade association.
b) Special care shall be taken to insure the pipes are well bedded on a solid
foundation, and no pipe shall be brought into position until the preceding length
has been thoroughly embedded and secured in place. Whenever a pipe requires
cutting to fit into the line or to bring it to the required location, the work shall be
done in a satisfactory manner, so as to leave a smooth end, and without extra
compensation. The pipe should be cleaned of all debris and soil as a result of
construction.
7.0 Drainage Structures:
a) Provide six (6) inches Class 1 gravel beneath structures to six (6) inches outside
of structure. Precast structures shall be set plumb, with pipes centered within
knockout panels. Provide opening of minimum size to accommodate pipe. Grout
pipe in place with non -shrink grout.
TS 019.01

September 2015 Brunswick County Engineering Department Revision 1.01
c) Inverts shall be pre -formed or formed with concrete or brick and concrete. All
lines entering structures shall be placed upon the concrete slab prior to beginning
any brick work. Any masonry work shall be brought up snugly around the lines
and a tight connection made to preclude any washout and cavities at the basin.
Provide minimum one (1) inch per foot slope to the flow line of the structure.
4.0 Technical Assistance
Contact the Brunswick County Stormwater Engineer as needed with any questions
concerning work on new or existing storm water drainage systems.
TS 019.01

April 2020 Brunswick County Engineering Department Revision 1.08
Technical Specification 022
WASTEWATER FORCE MAINS
1.0 General
a) It is the intent of this specification to provide technical guidance for the proper
material selection and installation for all waste water force mains that are installed
in the service area of the Brunswick County Public Utilities Department.
b) The design engineer should have a thorough understanding of the North Carolina
DEQ/DWQ document "Minimum Design Criteria for the Fast Track
Permitting of Pump Stations and Force Mains " in order to ensure state rules are
met for force main design.
c) Refer to Design Section Part C of this Brunswick County Engineering Design
Manual, Technical Specification and Standard Details for Water and Sewer
S y stems for design guidance for waste water force mains permitted and
constructed in the service area of Brunswick County Public Utilities.
d) Except when necessary in making connections to other lines the contractor shall
install all force main piping with the pipe bells facing in the upstream direction
within the bell -and -spigot assembly.
2.0 Materials for Construction
a) All materials used for force main construction shall be of good quality and, to the
maximum extent possible, manufactured in the United States. Any materials
deemed unsuitable by county staff or the Engineer shall not be used by the
contractor.
3.0 References
a) ASTM D1784 — Rigid PVC Compounds and Chlorinated PVC (CPVC)
compounds
b) ASTM D1785 - PVC plastic pipe, schedules 40, 80 and 120
c) ASTM D2241 - Poly (Vinyl Chloride) (PVC) plastic pipe (SDR-PR)
d) ASTM D3139 - Joints for plastic pipe using elastomeric seals
e) ASTM F477 - Elastomeric seals for jointing plastic pipe
f) ASTM D2467 - Socket Type PVC plastic pipe fittings - Schedule 80
g) ANSI / AWWA C151 / A21.51 — Ductile Iron Pipe (DIP)
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April 2020 Brunswick County Engineering Department Revision 1.08
h) AWWA C600 - Standard for Installation of Ductile Iron Pipe (DIP)
i) AWWA C605 - Standard for Installation of Polyvinyl Chloride Pipe (PVC)
4.0 Pipe Materials
a) Force main piping shall be:
1) 4 — 60 inches: Polyvinyl Chloride (PVC), AWWA C900, DR-18 minimum
2) Ductile Iron Pipe, (DIP), ANSI/AWWA C150/A21.50, ANSI/AWWA
C151/A21.51 (only with express written permission of Brunswick County
Utilities or Engineering Department)
3) Fusible Polyvinyl Chloride, (FPVC), ASTM cell classification 12454,
Fusible C900 with minimum DR 18 for 4 — 12-inch diameter; Fusible
C905 with minimum DR 18 for 14 — 24-inch diameter; Fusible C905 with
DR 25 for 30-inch diameter; Fusible C905 with DR 32.5 for 36-inch
diameter
4) High Density Polyethylene, (HDPE), PE 4710, ASTM D2239, minimum
DR-9
5) Polyvinyl Chloride (PVC), Schedules 40 and 80, ASTM D 1785.
b) Minimum force main piping size: 4 inch (unless written approved low-pressure
sewer mains).
c) DIP shall be lined internally with Protecto 401, Ceramapure PL90, ceramic epoxy
lining or written approved equal for internal corrosion resistance.
d) DIP shall have an exterior bituminous asphaltic coating for corrosion resistivity.
e) DIP pressure class per pipe size shall be:
Pipe Size inches
Pressure Class(psi)
4 - 12
350
14 - 20
250
24 - 64
200
f) PVC sewer force main piping shall be factory dyed industry standard green to aid
in field identification. PVC reuse effluent transmission piping shall be factory
dyed industry standard purple to aid in field identification. HDPE piping shall
have a factory applied green strip. All pipe used for force main construction shall
be labeled or otherwise identified as conveying wastewater per NCDEQ
"Minimum Design Criteria for the Fast Track Permitting of Pumn Stations and
Force Mains"
g) HDPE pipe shall conform to ASTM D3035 and ASTM F714 with PE 4710
material
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April 2020 Brunswick County Engineering Department Revision 1.08
h) HDPE force mains shall be joined by the thermal butt fusion method in
accordance with ASTM A2657 and the manufacturer's installation
recommendations.
i) Fusible PVC force mains shall be joined by the thermal butt fusion method in
accordance with ASTM D638 and the manufacturer's installation
recommendations.
j) All piping shall be clearly marked with Manufacturer, Type, Pressure Class
and/or DR number, and date of production.
k) Avoid prolonged exposure of PVC and Fusible PVC piping to ultraviolet (UV)
exposure. Any piping obviously "dulled" in color due to prolonged sun exposure
shall be not be used.
1) All PVC force main piping installed within the NCDOT rights -of -way shall be a
minimum DR-18 rated pipe.
5.0 Materials and Requirements for Restrained Joints, Piping, and Fittings
a) Restrained joints are required to prevent movement of system piping caused by
forces in or on buried piping, tees, valves, branches, bends, plugs, etc.
b) Restrained joints shall be installed as shown on the approved plans, standard
details, or as directed by county staff or the engineer.
c) Concrete thrust blocking shall be installed as shown on the approved plans,
standard details, or as directed by county staff or the engineer.
d) All carrier pipe installed inside a casing shall have restrained joints per county
standard details and this technical specification
e) All restrained joint systems shall have a pressure rating equal to or greater than
that of the pipe on which they are installed.
f) Restraint type gaskets that provide internal restraint by means of stainless -steel
inserts embedded within the gasket are not permitted for use in Brunswick
County.
g) PolMinyl Chloride Pipe (PVC)
1) Install restraints in strict accordance with the manufacturer's
recommendations.
2) External bell restraint harness shall have ductile iron glands. The
dimensions of the gland shall be such that it can be used with the standard
mechanical joint bell. Twist off nuts with preset factory torque setting
shall be used to ensure proper actuation of the restraint device. All
nuts, bolts, and fasteners shall be high strength alloy steel.
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April 2020 Brunswick County Engineering Department Revision 1.08
Mechanical joint restraints shall conform to ANSI/AWWA A21.11/
CI I I and ANSI/AWWA A21.53/C153, latest revision.
The restrained joint system shall be a manufacturer's standard restrained
joint system manufactured by EBAA Iron, Inc., Smith -Blair, Inc., JCM,
Inc., or written approved equal.
3) Restraint for valves and fittings shall have ductile iron glands. Twist off
nuts with preset factory torque setting shall be used to ensure proper
actuation of the restraint device. All nuts, bolts, and fasteners shall be
high strength alloy steel.
Mechanical joint restraints shall conform to ANSI/AWWA A21.11/CI I I
and ANSI/AWWA A21.53/C153, latest revision.
The restrained joint system shall be a manufacturer's standard restrained
joint system manufactured by EBAA Iron, Inc., Smith -Blair, Inc., JCM,
Inc., or written approved equal.
4) Stainless steel rodding and fasteners, Type 304 minimum, is acceptable
per county standard details. Manufacturer's restraint system and/or glands
are preferred in lieu of rodding.
h) Ductile Iron Pipe (DIP)
1) Must have written permission of county staff to use DIP.
2) Install restraints in strict accordance with the manufacturer's
recommendations.
3) All ductile iron horizontal directional drill and bore -and -jack installations
shall use boltless, integral, positive locking restraint systems that allow for
joint deflection and disassembly should the need arise. The restrained
joint system shall be a manufacturer's standard restrained joint system
such as American (Flex -Ring or Lok-Ring), U S Pipe (TR-Flex), or
Griffin (Snap-Lok), or written approved equal.
Note: the boltless, integral, positive locking restraint systems are also
acceptable for use in open cut pipe installations.
4) External bell restraint harness shall have ductile iron glands. The
dimensions of the gland shall be such that it can be used with the standard
mechanical joint bell. Twist off nuts with preset factory torque setting
shall be used to ensure proper actuation of the restraint device. All nuts,
bolts, and fasteners shall be high strength alloy steel. Mechanical joint
restraints shall conform to ANSI/AWWA A21.11/C111 and
ANSI/AWWA A21.53/C153, latest revision.
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April 2020 Brunswick County Engineering Department Revision 1.08
The restrained joint system shall be a manufacturer's standard restrained
joint system manufactured by EBAA Iron, Inc., Smith -Blair, Inc., JCM,
Inc., or written approved equal.
5) Restraint for valves and fittings shall have ductile iron glands. Twist off
nuts with preset factory torque setting shall be used to ensure proper
actuation of the restraint device. All nuts, bolts, and fasteners shall be
high strength alloy steel. Mechanical joint restraints shall conform to
ANSI/AWWA A21.11/CI I I and ANSFAWWA A21.53/C153, latest
revision.
The restrained joint system shall be a manufacturer's standard restrained
joint system manufactured by EBAA Iron, Inc., Smith -Blair, Inc., JCM,
Inc., or written approved equal.
6) Stainless steel rodding and fasteners, Type 304 minimum, is acceptable
per county standard details. Manufacturer's restraint system and/or glands
are preferred in lieu of rodding.
6.0 Push On, Mechanical, and Flanged Pipe Joints
a) DIP joints (all joints shall have a minimum two hundred (200) psi pressure rating
or be equal to the pressure rating of the pipe):
1) Push on joints with elastomeric gaskets shall conform to ANSI A21.11 /
AWWA C111. Joints shall be the integral bell and spigot type connection.
Gaskets shall be factory installed integral with the bell joint.
2) Mechanical joints shall conform to AWWA CI11. Bolts shall be high
strength alloy steel per AWWA C111.
3) Flanged joints shall conform to ANSI A21.11 / AWWA C115. Bolts shall
be high strength alloy steel per AWWA CI 11.
b) PVC joints (all joints shall have a minimum one hundred fifty (150) psi pressure
rating or be equal to the pressure rating of the pipe):
1) Push on joints with elastomeric gaskets conforming to ASTM D3139 and
ASTM F477. Joints shall be the integral bell and spigot type connection.
Gaskets shall be factory installed integral with the bell joint.
7.0 Fittings and Specials
a) Fittings and specials shall be class 54 ductile iron, mechanical joint in accordance
with ANSI/AWWA CI11/A21.11, ANSI/AWWA CI53/A21.53, with a (200)
pounds per square inch minimum pressure rating unless otherwise shown or
specified. Ductile iron fittings and specials shall be lined on the interior with
ceramic epoxy Protecto 401, Ceramapure PL90, or equal and coated on the
exterior with a bituminous asphaltic coating for corrosion resistivity.
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April 2020 Brunswick County Engineering Department Revision 1.08
b) Provide adaptor glands, gaskets, etc, as required to accommodate any differences
in pipe and fitting dimensions.
c) Fittings and specials for HDPE and Fusible PVC shall conform to all applicable
ASTM D3261 (HDPE) and other ASTM specifications and all manufacturers'
recommendations.
d) In corrosive soils sacrificial corrosion anodes and / or poly wrap shall be required
around ductile iron pipe and DIP fittings at the direction of either county staff
and/or the engineer.
8.0 Gate Valves
a) Cast iron body, bronze mounted, double disc, resilient seated in conformance with
AWWA C509 or C515, with a minimum working pressure of one hundred fifty
(150) psi. Valves shall have a two (2) inch operating nut and open left and shall
have O-ring seals. Valve ends shall be mechanical joint or push on joint. Gate
valves shall be installed in the upright vertical position. Valves shall be
manufactured by Mueller, American Darling, Clow Corporation, or written
approved equal.
b) Resilient gate valves may be used for tapping an existing, active force main.
c) All force main gate valves shall be set true and plumb and have a valve box
centered over the valve per county standard detail.
d) To the maximum extent possible all gate valves shall be located outside of roads,
streets, driveways, and other paved areas.
e) Earth fill shall be carefully tamped around each valve box to a distance of four (4)
feet on all sides of the box, or to the undisturbed trench face if less than four (4)
feet from the valve box.
9.0 Plug Valves
a) Non -lubricated eccentric type with resilient faced plugs, furnished with flanged
joint connections for above ground connection and mechanical joints for
underground connections, ports shall be 100% port, with a minimum one -hundred
fifty (150) psi pressure rating, cast iron body, plugs shall be cast iron or Ductile
Iron, of one piece construction, resilient faced, with all exposed nuts, bolts,
springs, washers, etc, a minimum Type 316 stainless steel. Plug valves shall be
DeZurik, Kennedy, Milliken, Pratt or written approved equal.
b) Valves shall be resilient faced plug valves unless otherwise noted on the plans.
c) All force main plug valves shall be set true and plumb and have a valve box
centered over the valve per county standard detail.
d) To the maximum extent possible all plug valves shall be located outside of roads,
streets, driveways, and other paved areas.
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April 2020 Brunswick County Engineering Department Revision 1.08
e) Earth fill shall be carefully tamped around each valve box to a distance of four (4)
feet on all sides of the box, or to the undisturbed trench face if less than four (4)
feet from the valve box.
10.0 Location of Initial Isolation Valve from a Pump Station
a) Unless otherwise shown on the approved plans, or as directed by the Engineer
and/or county staff, the contractor shall install a force main isolation valve within
one hundred and fifty (150) feet from a sewer pump station valve vault, and
thereafter as shown on the approved plans.
11.0 Valve Boxes and Collars
a) Install per county standard details at each force main valve.
b) Cast iron or ductile iron, screw type, with flared base, length as required for the
buried valve, set plumb and true.
c) The word "SEWER" or "REUSE" shall be cast in the cover.
d) The contractor shall spray paint the cover green (sewer) or purple (reuse) after
installation.
e) No part of the valve box is to rest on the buried valve bonnet — use masonry
support per county standard detail.
f) Install precast concrete ring around valve box in unpaved non -traffic areas per
county standard detail.
g) Valve boxes in traffic areas to be AASHTO H-20 load rated and installed per
county standard detail.
12.0 Valve Markers
a) Valve markers shall be installed in rights -of -way and utility easements as shown
on the county standard details.
b) Valve markers shall be concrete if located in the right-of-way, extend thirty-six
(36) inches above finished grade, with the cast MV (main Valve), AV (air release
valve), or BO (blow off) facing the nearest street — refer to county standard
details. Valve markers in utility easements shall be fiberglass, extend sixty (60)
inches above finished grade, and be installed with the flat face facing the valve for
installation of the marking decal on the valve marker.
c) Valve marker shall be painted green for sewer force mains and purple for reuse
force mains.
d) Concrete valve markers shall have a bronze, stamped, insert on top of marker per
county standard detail.
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April 2020 Brunswick County Engineering Department Revision 1.08
13.0 Force Main Air and Vacuum Release Valves (AVRVs)
a) Combination air / vacuum valves shall be installed on waste water force mains as
follows:
1) Air and Vacuum Valve: The air and vacuum valve shall be an ARI, Inc,
Model D-025 combination air / vacuum valve, or written approved equal.
2) The contractor shall install the AVRVs as shown on the plans and may
need to adjust actual AVRV locations in the field based upon actual field
conditions to ensure the AVRVs are installed at the true high points.
Actual installed markup drawings shall be maintained by the contractor so
that accurate asbuilts drawings can be prepared for the County.
3) The combination air / vacuum valve shall be installed in a five (5) foot
diameter precast manhole with a ring and cover assembly, with the
manhole lid offset from the AVRV such that the AVRV is not directly
underneath the access opening, or in a Quazite or G1asMasters polymer
concrete box, or written approved equal, Tier 22 rating for both the box
and cover, with the box opening offset from the ARV such that that ARV
is not directly underneath the access opening, per County Standard Details
for air release valves.
4) Maintain adequate cover over force mains at AVRV installations to ensure
top of manhole or polymer concrete box is flush with the surrounding
ground. The contractor shall adjust the force main depth to ensure
adequate cover for the AVRV assembly per County Standard Details.
5) The combination air / vacuum valve shall allow unrestricted venting or re-
entry of air during filling or draining of force main. The valve shall have a
large orifice for the air & vacuum function and a smaller orifice for the air
release function contained within a single valve body.
6) The small air release orifice shall be a Type 304 stainless steel orifice
rated for working pressures up to one hundred fifty (150) psi minimum.
7) The combination air / release valve shall exhaust large quantities of air
during the filling of the pipeline and automatically close after all the air
has been vented.
8) The valve shall continue to release small quantities of air under pressure as
needed to vent entrained air, and shall also automatically open to allow
atmospheric pressure to re-enter the force main during draining or
whenever a negative pressure occurs.
9) The valve body shall have a one (1) inch NPT tap near the bottom to
permit cleanout of accumulated debris from the valve body.
10) Valves shall be mounted on McDonald 3800 series stainless steel saddle
with Type 304 stainless steel or better valve and nipples.
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April 2020 Brunswick County Engineering Department Revision 1.08
11) Provide two (2) inch inlet, outlet, and blowoff valve, and one (1) inch
flushing drain piping to include a one (1) inch flushing valve.
12) Valve internals to be Type 304 stainless steel linkage with a single float
design. Bronze or plastic internal components are not acceptable.
13) The AVRV assembly shall have a stainless -steel pressure gauge installed
that is angled for ease of viewing from the manhole or box cover — see
County Standard Details.
14.0 Pipe Marking Tape, Locating Wire, and Electronic Marker Balls
a) Marking tape shall be three (3) inches wide, green or purple in color, bearing
continuous message "CAUTION SEWER LINE BURIED BELOW" or
"CAUTION REUSE LINE BURIED BELOW". Tape shall be made of plastic or
other permanent material and shall be buried continuously above the force main at
a depth of eighteen (18) inches below finished grade.
b) All force mains shall have a #12 AWG, high strength copper clad steel conductor
(HS—CCS) such as Copperhead Superflex, Pro Trace High Flex, or written
approved equal, with HDPE insulation, and rated for direct burial. Listed and
approved underground connectors shall be used for all splices. The wire shall be
brought up into a valve box at 1,000 feet maximum intervals to provide wire
access points. The wire shall be taped to the top of the force main at minimum ten
(10) foot intervals.
The contractor shall be required to perform a signal strength test of the installed
tracer wire at the end of the project with County Engineering and/or Public
Utilities staff present. Refer to County Standard Details for tracer wire
information.
c) In addition to the tracing wire, electronic marker balls shall be installed on the
force main in accordance with Brunswick County Technical Specification TS
035: Electronic Marker Balls for Water Mains and Sewer Force Mains.
15.0 Adjacent Facilities
a) Separation of Sewer Force Mains and Water Mains
1) Horizontal and Vertical Separation
Minimum horizontal separation between water mains and sewer force
mains shall be ten (10) feet. The distance shall be measured edge of pipe
to edge of pipe.
2) Should ten (10) foot separation not be feasible, then the water main may
be located closer to the sewer force main provided that:
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April 2020 Brunswick County Engineering Department Revision 1.08
a) It is laid in a separate trench,
b) It is laid in the same trench with the water main located at one side
on a bench of undisturbed earth,
c) In either of case (a) or (b) above, the crown elevation of the force
main shall be at least eighteen (18) inches below the invert
elevation of water line.
3) When installing a force main above or below a water main or storm drain,
all minimum separations and material requirements must be met, as
defined by 15 NCAC 02T .0305 and 15A NCAC 18C .0906 (b) and (c);
outlined below:
a) Sewer mains shall be laid at least ten (10) feet horizontally from
existing or proposed water mains, unless local conditions or barriers
prevent a 10-foot separation, in which case;
b) The sewer main shall be DR-18 or better and shall be laid in a
separate trench, with eighteen (18) inch minimum separation
between the invert of the water main and the crown of the sewer
main; or the water main shall be 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 eighteen (18) inches above the top of the sewer.
c) When a pressurized sewer main crosses a water main, the sewer
main will be built to water main rules (15A NCAC 18C .0906);
where one full length of water pipe shall be located so that both
joints will be as far from the sewer as possible. If separation
requirements cannot be achieved, the sewer main shall be
constructed in a manner concurrent with Brunswick County
standard detail S-15.
5) Mechanical joints will be required for the transition in the force main at
water main / force main crossings. Fernco couplings are not permitted to
be used. Special structural support for the water and force mains may be
required at the discretion of County staff.
6) Force mains shall not be laid in the same trench with gas lines or electric
wiring.
7) No force main shall be placed within twenty-five (25) feet of a well
utilized for potable water purposes.
8) Minimum specifications for force mains placed between twenty-five (25)
feet and fifty (50) feet of a well utilized for potable water shall meet or
exceed the requirements of Class 350 ductile iron pipe with watertight
joints conforming to ANSI A21.50/A21.51.
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April 2020 Brunswick County Engineering Department Revision 1.08
16.0 General Construction Installation
a) Install all force mains as shown on the approved plans to line and grade.
b) Where unsuitable soils are encountered pipe shall be bedded on #57 stone.
c) The contractor is responsible for dewatering all trenches prior to force main
installation. Include cost of dewatering, backfill, and erosion control in unit cost
for pipe — separate payment for these items will not be made by the County.
Stone installation shall not be used as a dewatering device.
d) All jointing of pipe shall be in conformance with the manufacturer's
recommendations.
e) Defective pipe and / or fittings shall not be utilized in force main construction.
f) Install all restrained joints in accordance with manufacturer's recommendations.
g) Existing gravity manholes that have sewer force mains entering them shall be
polymer concrete or plastic polypropylene to protect against hydrogen sulfide
corrosion per Brunswick County Technical Specification TS 020: Gravi
Sanitary Sewer Systems — Section 5.0 (c) (11). If the existing manhole is
concrete, it will be required to either replace the existing concrete manhole with a
plastic polypropylene or precast polymer concrete manhole or add an additional
polymer concrete or polypropylene transitioning manhole. If a transitioning
manhole is installed, the distance between the existing manhole and the
transitioning manhole shall be no less than thirty-six (36) inches, unless approved
in writing by Brunswick County.
h) New gravity manholes, and transitioning manholes installed to allow a new force
main to connect to an existing sewer system, shall be plastic polypropylene or
precast polymer concrete sections conforming to ASTM C478 as manufactured by
Nyloplast ® ADS, Armorock, Meyer Polycrete, or written approved equal. Riser
section joints shall be bell and spigot / ship -lap design with butyl mastic and / or
rubber gaskets (ASTM C990) so that on assembly the manhole base, riser(s), and
top sections make a continuous and uniform manhole structure. All fasteners,
wedge anchors, bolts, hooks, etc., within the manhole shall be Type 316 stainless
steel or better — no mild steel will be allowed.
i) County staff must be present at all connections to existing force mains. Forty-
eight (48) hours' notice is required to schedule a force main connection.
17.0 Hydrostatic Testing of Force Mains
a) All force mains shall be successfully hydrostatically pressure tested per AWWA
standards at a pressure of one and one-half times the rated working pressure, but
in no case shall the test pressure be less than one hundred fifty (150) psig for a
minimum of two (2) hours.
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April 2020 Brunswick County Engineering Department Revision 1.08
b) All force main pressure testing shall be witnessed and approved by county staff
and / or the engineer.
c) Minimum forty-eight (48) hours' notice is required to schedule a force main
pressure test with county staff.
d) Horizontal directional drills (HDD) shall be pressure tested as noted on the county
HDD standard details and will be tested a second time as part of the overall
system pressure test once the HDD force main has been connected to the installed
force main system with the required valves in place at each end of the HDD.
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July 2017 Brunswick County Engineering Department Revision 1.02
Technical Specification 025.01
LANDSCAPING
1.0 General
a) The contractor shall be responsible for providing all labor, materials, tools,
equipment, topsoil, fertilizer, lime, mulch, seed, and sod as necessary for
restoration and stabilization of areas disturbed under this contract.
b) All areas disturbed, including, but not limited to, street rights -of -way, permanent
easements or temporary construction easements, shall be restored by the
contractor upon completion of backfilling. The contractor shall restore original
structures, decorative vegetation, grass seed, sod, and shrubbery removed to as
near the original condition as possible and to the approval of the Engineer and / or
Brunswick County. County staff can provide the contractor with the terms and
conditions of any county negotiated easement with regards to final restoration
conditions.
2.0 Protection Measures
a) The utility contractor shall make every effort to avoid damage to existing trees,
shrubs, flower beds and structural improvements. Such measures shall include,
but not be limited to the following:
1) Remove and replant small trees and shrubs.
2) Remove and reinstall fences, mailboxes, planters, trash racks and similar
improvements.
3) Tie back ornamental branches that interfere with construction to avoid
damage.
4) Trim damaged branches of vegetation to improve appearance.
5) Treat tree trunks damaged by construction or removed with an asphalt tree
dressing compound.
6) Use small rubber tired back hoes, trench boxes and special equipment in
areas restricted in work space.
7) Stripping areas of grasses normally established by sodding or sprigging
such as Zoysia, hybrid Bermudagrass, St. Augustine, Bahia, Carpetgrass,
etc., maintaining with proper moisture content and re -sodding original
lawn materials.
The contractor shall re -sod at his cost if stripping of grasses and /or sod is
disregarded or does not provide satisfactory results.
TS 025.01

July 2017 Brunswick County Engineering Department Revision 1.02
3.0 Submittals
The utility contractor shall submit the names and composition of the fertilizers, sod and
seed mixtures and mulch type to the Engineer prior to initiation of restoration activities
for review and approval.
4.0 Lawn and Roadway Shoulder Replacement
a) The utility contractor shall re-establish turf in all areas where grass existed prior
to construction, and is disturbed or damaged by construction activities without
additional compensation.
1) Lawns:
The type of turf shall be equal to that existing prior to construction in
disturbed areas. The contractor shall be required to either seed or sod
disturbed areas to provide a grass stand equivalent to that existing prior to
the disturbing activities.
2) Roadway Right-of-way / Easements / Public Property
The type of turf shall be equal to that existing prior to construction in
disturbed areas. At a minimum, the contractor shall provide a satisfactory
stand of perennial grass with a root system sufficiently developed to
survive dry periods and winter weather, and be capable of re-
establishment in the spring. In well maintained areas within the roadway
right-of-way, easements, and public property the Engineer may require
sod to be installed. The Engineer may direct areas with irrigation systems
to be sodded.
5.0 Materials
a) The contractor shall use the following materials on the project unless otherwise
approved by the Engineer and /or any special requirement of NCDOT for
restoration work within NCDOT rights -of -way:
1) Topsoil:
Where topsoil has been previously hauled in, it shall be restored by
removal, stockpiling and replacing, or by hauling in new topsoil.
2) Seed:
The seed shall have 97% purity and 90% germination guarantee. All
seed must meet the requirements of the North Carolina Department of
Agriculture. Bags shall be labeled to describe the composition, purity,
germination, and the presence of restrictive or prohibited agents. Damp
or moldy seed will be rejected.
TS 025.01

July 2017
Brunswick County Engineering Department Revision 1.02
3) Sod:
Turfgrass sod shall be of good quality, free of weeds, disease and of
good color and density. Turfgrass sod composition shall match the
varieties being replaced and shall be supplied by a reputable sod producer.
4) Fertilizers:
Fertilizer shall be 10-10-10 or equivalent of uniform, free -flowing
granules. The fertilizer shall be delivered to the site in the original
containers labeled with contents and producer's name. The Engineer may
require additional or a different fertilizer based on seed performance or
soil test.
5) Lime:
The dolomitic lime shall consist of ground agriculture limestone
containing not less than 85% of combined calcium and magnesium
carbonates with 60% passing a #60 mesh sieve and 95% passing a #10
mesh sieve.
6) Mulch:
Mulch shall consist of dry, unchopped, unweathered small grain straw or
hay free of seeds of competing plants. Apply 1 to 2 tons/acre on all
seeded areas. All slopes with straw mulch exceeding 3:1 slope shall have
an asphalt tack applied at the rate of 225 gallons / acre. Straw mulch that
is matted or lumpy shall be loosened and separated before being used.
The utility contractor may use alternate mulches upon approval of the
Engineer.
7) Asphalt Binding Material:
The asphalt binding material for anchoring mulch shall consist of
emulsified asphalt per North Carolina Department of Transportation
specifications.
8) Water:
Water shall be potable and free of contents which could retard grass
growth.
6.0 Preparation of Disturbed Areas
a) Uncultivated Areas:
1) All uncultivated areas that are disturbed by the pipe laying operation shall
be restored to good condition with similar materials as original.
Restoration includes, but is not limited to, asphalt, paint stripes, concrete,
TS 025.01

July 2017 Brunswick County Engineering Department Revision 1.02
curbs, culvert pipe, mailboxes and signs. Areas shall be cleaned and
surplus materials removed.
2) Natural areas shall be graded to final grade, limed, fertilized, seeded and
mulched as required and as described in Part 6.0 Cultivated Areas, except
no topsoil application is required. Wetland areas are to be restored with
original vegetation or with plants of same species as specified by the
regulating authority. Topsoil will not be required on road shoulder
adjacent to uncultivated areas except in those areas where suitable erosion
ground cover is unattainable through seeding.
b) Cultivated Areas:
1) Existing seeded and/or planted areas disturbed by construction shall be
dressed with topsoil, limed, fertilized, seeded and mulched. Furnish and
apply soil conditioners and seed as specified.
2) Excess stone from construction activities left on private property or rights -
of -way shall be removed by the Contractor, at his expense, to prevent
damage to maintenance equipment and operations.
c) Topsoil:
1) After approval of rough grading, the Contractor shall place the topsoil on
all cultivated areas damaged by his operations, except for road shoulders
adjacent to undeveloped and uncultivated areas. Topsoil shall be at least
four (4) inches deep. All topsoil from stripping which is not used at the
job site shall be removed from the site.
d) Soil Conditioners:
1) Lime and fertilizer shall be spread and thoroughly worked into the topsoil
at the rates of 3,000 lbs/acre and 1,000 lbs/acre, respectively. Then the
soil shall be raked until the surface is finely pulverized and smooth and
shall be compacted with rollers, weighing not over 100 pounds per linear
foot of tread, to an even surface conforming to the prescribed lines and
grades.
e) Seeding / Sodding:
1) Seeding / sodding shall be done when weather conditions are suitable. If
there is a delay during which weeds grow or soil is eroded, the contractor
shall remove the weeds or replace the soil before seeding / sodding,
without additional compensation. Immediately before seeding / sodding is
started, the soil shall be lightly raked.
2) Seed shall be sown on a calm day by experienced workmen.
Hydroseeding may be permitted. Observe the following dates, seed
TS 025.01

July 2017 Brunswick County Engineering Department Revision 1.02
mixtures, and seeding rates per acre:
a) For soils with good moisture retention from February 15 to April
30 or September 1 to October 31. Seed with 80 lbs tall Fescue, 50
lbs unhulled Common Bermuda Grass, 40 lbs Kobe Lespedeza.
b) For soils with poor moisture retention from April 1 - July 15, seed
with 50 lbs unhulled Common Bermuda Grass, 5 lbs Centipede
Grass and 10 lbs German Millet.
c) Temporarily seeding all other times (to be reseeded at the first
available date listed in 1 or 2 above), 120 lbs rye (grain), 50 lbs
Kobe Lespedeza.
3) Seed shall be raked lightly into the soil to a depth of 1/4 inch and rolled
with a roller weighing not more than 100 pounds per linear foot of tread.
4) Wherever poor germination occurs in areas larger than three (3) square
feet, the Contractor shall reseed, roll, and water as necessary to obtain
proper germination. The Contractor shall water, weed, cut and otherwise
maintain and protect seeded areas as necessary to produce a dense, healthy
growth of perennial lawn grass.
5) For grass sodding:
• Flag the locations of existing underground facilities including sprinkler
heads and other equipment to prevent damage to them.
• Place sod on moist, but not muddy, soil. Run irrigation system prior to
planting.
• Lay sod with staggered joints and with seams tightly fitted together.
Do not cover any existing sprinkler heads. Water thoroughly after
laying sod.
• Roll sod after laying with a 200-1b. roller. Roll in crossed directions.
Repeat rolling operation two days after laying sod.
• Sod which is discolored or dehydrated will be rejected and replaced at
no cost to the Owner.
f) Mulch:
1) All seeded areas shall be mulched unless otherwise indicated in the
Special Provisions or directed by the Engineer.
2) Grain straw may be used as mulch at any time of the year. If permission
to use material other than grain straw is requested by the Contractor and
the use of such material is approved by the Engineer, the seasonal
TS 025.01

July 2017 Brunswick County Engineering Department Revision 1.02
limitations, the methods and rates of application, the type of binding
material, or other conditions governing the use of such material will be
established by the Engineer at the time of approval.
3) Mulch shall be applied within 36 hours after the completion of seeding
unless otherwise permitted by the Engineer. Care shall be exercised to
prevent displacement of soil or seed, or other damage to the seeded area
during the mulching operations.
4) Mulch shall be uniformly spread by hand or by approved mechanical
spreaders or blowers 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. Mulch rate shall be 2 tons per acre.
When there are seasonal limitations on seeding or when other weather or
erosion conditions make it desirable to mulch in advance of seeding, the
Engineer may direct that mulch be applied after the application and
incorporation of limestone into the seedbed, and the fertilizer and seed
then applied later through the mulch in proper season or under more
favorable weather conditions.
5) Mulch shall be held in place by applying a sufficient amount of asphalt or
other approved binding material to assure that the mulch is properly held
in place. The rate and method of application of binding material shall
meet the approval of the Engineer. Where the binding material is not
applied directly with the mulch, it shall be applied immediately following
the mulch application. During the application of asphalt binding material,
or other approved binding materials which may cause damage, adequate
precautions shall be taken to prevent damage to traffic, structures,
guardrails, traffic control devices, or any other appurtenances. The
contractor shall either provide adequate covering or change methods of
application as required to avoid such damage. When such damage occurs,
the Contractor shall repair it, including any cleaning that may be
necessary.
6) The Contractor shall take sufficient precautions to prevent mulch from
entering drainage structures through displacement by wind, water, or other
causes and shall promptly remove any blockage to drainage facilities
which may occur.
7.0 Inspection and Acceptance
a) The Engineer and Owner will be furnished with duplicate copies of invoices for
all sod, seed, fertilizer and lime used on the project.
b) At the beginning of the next planting season, after that in which the permanent
grass crop is sown, the seeded areas will be inspected. Any section not showing
dense, vigorous growth at that time shall be promptly reseeded by the Contractor
at his own expense.
TS 025.01

July 2017 Brunswick County Engineering Department Revision 1.02
c) Restoration shall be accepted when a healthy growth of the vegetation is achieved
and maintained to a proper height provided that no bare spots exist.
d) No separate payment will be made for Landscaping. All costs incurred by the
contractor for this work shall be included in the unit or lump sum price for the
item of work to which it pertains.
TS 025.01

September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 034
SCADA CONTROL SYSTEMS FOR SEWER PUMP STATIONS
1.0 General
a) It is the intent of this specification for the utility contractor to furnish and install a
pump station SCADA / RTU system complete in every respect. The utility
contractor shall furnish all labor, supervision, materials, tools, equipment and
services necessary for the complete installation of the instrumentation and control
system as detailed in this technical specification and as shown on the Brunswick
County pump stations Standard Details.
b) Refer to the following County Standard Detail drawings and Technical
Specifications as applicable:
1) SCADA Antenna Detail for Brunswick County
2) Pump Station Details for Pump Stations 50 HP and Smaller
3) Pump Station Details for Pump Stations Larger than 50 HP
4) Pump Station Electrical Details 1 — 50 HP Duplex Control Panel
5) Pump Station SCADA / RTU Details 1 — 50HP
6) RTU / Control Panel — Pumps Larger than 50 HP utilizing Soft Starts
7) RTU / Control Panel — Pumps Larger than 50 HP utilizing VFDs
8) Brunswick County Technical Specification TS 023: Wastewater Pump
Stations with Submersible Pumps
2.0 Submittals
a) Submittals shall comply with the requirements of all relevant Brunswick County
Standard Details and Technical Specifications as referenced herein.
b) The utility contractor shall submit for review all shop drawings, certified prints,
literature, and manufacturer's data sheets for SCADA / RTU equipment.
Submittals shall go to the Engineer for review and approval.
c) All furnished SCADA and pump controls shall be 100% compatible with the
existing Brunswick County Public Utilities system. This shall include, but is not
limited to, all SCADA radios, PLCs, VFDs, enclosures, soft starters, NEMA
contactors, network switches, and user interface touch screens. Materials
specified in County Technical Specifications and Standard Details provide full
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September 2012 Brunswick County Engineering Department Revision 1.00
system compatibility, adequate parts availability, wiring and communications
compatibility, meet current dimensional requirements, and require minimum
additional staff training and software.
d) The results of a radio signal strength path analysis shall be submitted in a detailed
report documenting the actual radio field test procedures and results along with
the confirmation of the minimum required antenna height.
NOTE: Brunswick County will not accept pump station facilities if the radio
signal strength is not (-) 80 dBa or less. The radio signal path
analysis must be submitted for County review and approval prior to
final plan approval.
e) Contact Brunswick County Public Utilities for current radio model for SCADA /
RTU panel and for assistance with the signal path analysis study.
3.0 Products
a) Refer to County Technical Specifications and Standard Details for required
equipment and materials.
4.0 Rohn SCADA Antenna
a) The Rohn 65G antenna and foundation is the standard antenna for all Brunswick
County pump stations.
b) Refer to the SCADA Antenna Detail for Brunswick County Standard Detail.
c) The Engineer and utility contractor shall review and be familiar with the
SCADA Antenna Detail for Brunswick County Standard Detail.
d) The tower portion for a Brunswick County Pump Station shall be installed in its
entirety, turnkey, per the Standard Details, by the utility contractor. A complete
unit includes the concrete foundation, base unit, antenna sections to required
height, ten (10) foot antenna mast, directional antenna, conduits, coaxial cable,
coaxial connections, grounding system, coaxial grounding kit, strain reliefs,
weatherproof fitting as required for all conduits, cable ties, and all other materials
and labor necessary for a complete, turnkey, seamless, and fully functional
system.
e) Antenna tower height shall be a minimum forty (40) feet in height.
f) Antenna towers greater than sixty (60) feet in height require down guys and a
larger pump station site footprint — contact Brunswick County Public Utilities for
guidance.
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September 2012 Brunswick County Engineering Department Revision 1.00
g) Rohn antenna foundation design basis parameters are:
1) presumptive soil type is clay soil
2) dry soil conditions with water table below foundation depth
3) frost depth less than or equal to 3.5 feet
4) soils are non -corrosive
5) soils are non -expansive
h) The Engineer shall investigate the pump station site and existing soil conditions to
determine whether any modifications are required to the standard Rohn
foundation design:
1) If modifications are required, a geotechnical soil report and revised
foundation design, sealed by a licensed Engineer in the State of North
Carolina, shall be submitted to Brunswick County for review and
approval.
2) Upon approval of the geotechnical report by Brunswick County the
Engineer shall submit revised antenna plans sheets for review and
approval. Tower designs shall meet the approved national standard ANSI
/ EIA — 222 —F and ANSI / TIA — 222-G, Structure Class I, Exposures B
& C, Topographic Category I.
i) The antenna tower shall be rated for (110) mph wind speed with a three (3)
second wind gust per Rohn technical literature.
5.0 Pump Station Control Systems
a) Pump Stations 1 — 50 HP
1) Primary control method shall be four (4) float switches in the wet well.
2) Refer to Pump Station Electrical Details I — 50 HP Duplex Control Panel,
Pump Station SCADA / RTU Details 1 — 50 HP, and Brunswick County
Technical Specification TS 023: Wastewater Pump Stations with
Submersible Pumps.
b) Pump Stations > 50 HP
1) Primary control method shall be the Dwyer submersible transducer for
pump stations greater than 50 HP using soft starts and VFDs. Refer to
County standard detail for the Dwyer transducer.
2) Dwyer submersible transducer specifications are:
a) Dwyer PBLT2 submersible level transmitter 0 — 10 psi
b) Power: 13 — 30 VDC
c) Output: 4 — 20 mA, 2-wire
d) Accuracy: (+)(-) 0.25% of full scale
e) Transmitter wetted materials: 316 SS, 316L SS, Buna-N
TS 034 Page 3 1 4

September 2012 Brunswick County Engineering Department Revision 1.00
f) Cable wetted materials: polyurethane
g) Cable lengths shall be long enough to reach any junction box, RTU
panel, or electrical building without splicing
h) Diaphragm seal: large diameter, 316 SS, non -clogging
i) Ventilation tube in cable assembly with maintenance free filter
j) 1/2 inch, NPT (M) conduit connection
3) Backup level control system shall utilize four (4) float switches.
4) Refer to RTU / Control Panel — Pumps Larger than SO HP utilizing Soft
Starts, RTU /Control Panel — Pumps Larger than 50 HP utilizing VFDs,
and Brunswick County Technical Specification TS 023: Wastewater
Pump Stations with Submersible Pumps.
6.0 SCADA system start-up and checkout
a) The entire control system shall be furnished by a single supplier who shall furnish
the services of a competent technical representative for a minimum of one (1) day
to insure that the equipment is installed correctly, to adjust the equipment, and to
instruct operating personnel in the proper operation, maintenance, and care of the
equipment. This start-up checkout and testing must be scheduled a minimum of
(48) hours in advance with Brunswick County Public Utilities. If the checkout
and startup fails for any reason the technical representative shall schedule
additional on -site time as necessary in order to achieve a successful startup of the
system to the satisfaction of Brunswick County Public Utilities.
7.0 Warranty Period
a) The utility contractor shall provide a one year warranty for all SCADA / RTU
equipment stating that it is free from defects in materials and workmanship. Any
equipments failures during the one year warranty period due to materials and / or
workmanship shall be remedied by the utility contractor to the satisfaction of
Brunswick County Public Utilities.
b) The warranty period shall commence at either the date of Final Acceptance for a
County CIP project, or the date of recordation of the Deed of Dedication for a
developer installed project.
TS 034 Page 4 14

September 2012 Brunswick County Engineering Department Revision 1.00
Technical Specification 035
ELECTRONIC MARKER BALLS FOR
WATER AND SEWER FORCE MAINS
1.0 General
a) It is the intent of this specification to provide technical guidance on the proper
installation of electronic marker balls for water and sewer mains sewer mains
installed in the service area of the Brunswick County Public Utilities Department.
b) The standard utility line locator material is a #12 AWG, high strength, copper
clad steel conductor (HS — CC) tracer wire such as Copperhead SuperFlex, or
approved equal.
c) Electronic marker balls are also required for:
1) Non-ferrous water mains and sewer force mains eight (8) inches in
diameter and larger,
2) Ferrous water mains and sewer force mains greater than twelve (12)
inches in diameter.
d) Contact Brunswick County for additional information and questions concerning
the proper installation and required usage of electronic marker balls.
2.0 Materials
a) Electronic marker balls shall be:
1) Water: 3M Scotchmark Electronic Marker, model # 1403-XR, 4 — inch
diameter, colored blue
2) Sewer: 3M Scotchmark Electronic Marker, model # 1404-XR, 4 — inch
diameter, colored green
3) Reclaimed Water: 3M Scotchmark Electronic marker, model #1408-XR,
4 - inch diameter, colored purple
b) The markers consist of a sealed shell containing a passive antenna with a low
frequency resonance circuit tuned to a certain frequency depending upon the
associated utility. For water and sewer systems the frequencies are:
1) Water: 145.7 kHz
2) Sewer: 121.6 kHz
3) Reclaimed Water: 66.3 kHz
TS 035 Page 1 1 2

September 2012 Brunswick County Engineering Department Revision 1.00
c) The locator sends a signal to the marker, which energizes the marker, and the
marker reflects the signal back to the locator. The markers are installed during
new construction or repairs to system mains as specified herein.
3.0 Requirements for Electronic Marker Placement
4.0
a) Electronic marker balls shall be placed at:
Tees Bends Repair points
Crosses Utility crossings Service laterals
Casing ends Water crossings Service stubs
Arcs Rail crossings
and at all changes in pipe diameter.
b) Refer to the Brunswick County Electronic Marker Ball Placement
Standard Detail.
Electronic Marker Installation, Spacing, and Depth
a)
Minimum depth of burial:
b)
Nominal depth of burial:
c)
Maximum depth of burial:
d)
Minimum height above the main:
e)
Minimum distance between markers:
f)
Nominal distance between markers:
g)
Maximum distance between markers:
h)
i)
J)
18 inches
24 inches
48 inches
6 inches
3.5 feet
100 feet
200 feet
On bends and lateral pipe deflections place one marker ball every (25) feet
Markers to be installed above any installed main marking tape
Refer to the Brunswick County Electronic Marker Ball Placement
Standard Detail.
TS 035 Page 2 12

rim
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Legend
5.4 Acres Project Area
Uplands - 5.36 Acres
kA
a tv-
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Wetlands -0.02 Acres
Isolated Pocosin Wetlands - 0.02 Acres
AV
Perennial Stream - 86 LF ly. All boundaries and distances are considered
tsents a preliminary sketch prepared from field notes. 1��
Ar,
Waters of the US - 200 LF
IV
iended prior to specific site planning.
Data Points

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Uplands - 5.36 Acres
-0.02 Acres
4( Wetlands
This is not a survey. All boundaries and distances are considere Perennial Stream - 86 LF
approximate. This represents a preliminary sketch prepared from field notes
• a,
survey • delineated • and approval • •• e4 A Waters of 11 LF
of Engineers is recommended prior to specific site planning.
Data Points

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Legend
5.4 Acres
T�c Project Area
Uplands — 5.36 Acres
• 1 1
I This is not a survey. All boundaries and distances are considere Perennial Stream — 86 LF
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4

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\ �38.32' ?�
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zi S14° 30' 21"E
\ 196.23'
N82° 47' 05"W
35.50' ; \
N14° 30' 21"W_/
\ \ \
114.34' \ \
\ \\ MAS PROPERTIES LLC
\ \ PID:2280001003
\ \ \ DB: 01879
\ \ PG: 0372
� \ L=146.57', R=987.54'
S18°45'28"E \
L=149.54', R=1007.54' \ \ \
N18°45'28"W \ PERMANENT UTILITY EASEMENT
\ \�� (±0.36 AC)
\
MAS PROPERTIES LLC \ \ \
PID: 22700041 \ \ S23° 00' 35"E
D13:01879 \ \ 202.53' \
PG: 0372 \ \ \
N23° 00' 35"W
187.24'
\ \ \
/
N51 ° 46' 1 YE
80.46' \ \ vk /
/
/
/ ° No
TEMPORARY CONSTRUCTION rlde
EASEMENT (0.08 ac) \ S20° 10' 38"E\
/ / G�O�G� 11631 /
N200 10' 38"W
77.29' O�Q �S�
N69° 43' 50"E
6/
T-L-L
/ S69° 46' 57"W
20.00' GRAND STRAND NATIONAL LLC
PID: 24300007
DB: 01180
/ PG: 1220
10
NC GRID
NAD 83 2011
0 50 100 150
1 INCH = 50 FEET
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
DATE REVIEW OFFICER
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER
OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I
HEREBY ADOPT THIS PLAN OF A SUBDIVISION WITH MY OWN FREE
CONSENT, ESTABLISH MINIMUM SETBACK LINES, AND DEDICATE
ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES TO
PUBLIC USE AS NOTED. FURTHER, I CERTIFY THE LAND AS SHOWN
HEREON IS WITHIN THE PLATTING JURISDICTION OF THE COUNTY
OF NEW HANOVER, NORTH CAROLINA.
WILMINGTON LODGE NO. 343, LOYAL ORDER OF MOOSE, INC
DATE
I, JASON W. FISHER, P.L.S., CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED AS NOTED
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM THE INFORMATION FOUND AS NOTED
HEREON, THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
GS 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER & SEAL THIS 27th DAY OF SEPTEMBER,
2018.
I, FURTHER, CERTIFY THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS,
A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION.
JASON W. FISHER, P.L.S.
REGISTRATION NUMBER L-5078
THE PUBLIC ACQUISITION BY
PURCHASE OF STRIPS OF LAND FOR
WATER OR SEWER INFRASTRUCTURE.
THIS PLAT IS EXEMPT FROM
SUBDIVISION REVIEW.
NEW EASEMENT
EASEMENT
ADJOINER BOUNDARY
BOUNDARY
RIGHT-OF-WAY
TIE LINE (T-L)
REBAR FOUND
a EASEMENT CORNER
C.C. = CONTROL CORNER
1. ALL BEARINGS ARE ORIENTED TO N.C. GRID
NORTH, N.A.D. 1983. SCALE FACTOR =
1.00004989. ALL DISTANCES ARE HORIZONTAL
GROUND DISTANCES.
2. THE PLATTED EASEMENT APPEARS TO BE
LOCATED IN 0.2% ANNUAL CHANCE FLOOD
HAZARD AND ZONE "X" AS SHOWN ON FLOOD
INSURANCE RATE MAP FOR NEW HANOVER
COUNTY, NORTH CAROLINA MAP NUMBER
3720312400K DATED JUNE 2, 2006.
3. SURVEY MADE FROM A PORTION OF MAP
BOOK 3, PAGE 27; DEED BOOK 3052, PAGE 81;
DEED BOOK 5704, PAGE 2361; DEED BOOK 1059,
PAGE 631, AND EXISTING PHYSICAL EVIDENCE.
4. REBAR SET AT ALL EASEMENT CORNERS.
5. AREAS CALCULATED BY COORDINATE
METHOD.
6. TOTAL AREA OF EASEMENT IS 19,624 S.F. OR
0.45 ACRES.
7. FOR ADDITIONAL TIE LINE SEE REFERENCED
PLATS AND DEEDS.
PRELIMINARY PLAN
ISSUED FOR OWNER REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER :
SCALE : 1 "=50'
DATE : NOVEMBER 29, 2021
TRACKING : JMM
MAP OF EASEMENT
FOR
OCEAN RIDGE
RECLAIMED WATERLINE
OCEAN RIDGE
WATERLINE EASEMENT
BRUNSWICK COUNTY, NC
PROJECT NUMBER SHEET NUMBER
839-05 1 OF 1

mwi+
cnm-P'
�no
N390 10' 23"E
SW DARTMOOR WAY
MAS PROPERTIES LLC
PID:2280001003
DB: 01879
PG: 0372
130.27' T-L OLD GEORGETOWN RD SW OLD GEORGETOWN RD SW o N250 08' 29"W
(SR 1163) (SR 1163) C° 1.90' T-L
S700 00' 48"W 1018.86'
S20° 10' 38"E�,
15.00' -----— — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------------------- —
77 S700 00' 48"W 1016.74' o
N 10 15' 12"W
cO NEW 15' UTILITY 77 13.30'
EASEMENT
(0.35 ACRES TOTAL)
TEMPORARY CONSTRUCTION EASEMENT GRAND STRAND NATIONAL LLC
(0.06 ACRES) PID: 24300007
DB: 01180
PG: 1220
I, JASON W. FISHER, P.L.S., CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED AS NOTED
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM THE INFORMATION FOUND AS NOTED
HEREON, THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
GS 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER & SEAL THIS 6th DAY OF JANUARY, 2022.
I, FURTHER, CERTIFY THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS,
A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION.
JASON W. FISHER, P.L.S.
REGISTRATION NUMBER L-5078
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER
OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I
HEREBY ADOPT THIS PLAN OF A SUBDIVISION WITH MY OWN FREE
CONSENT, ESTABLISH MINIMUM SETBACK LINES, AND DEDICATE
ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES TO
PUBLIC USE AS NOTED. FURTHER, I CERTIFY THE LAND AS SHOWN
HEREON IS WITHIN THE PLATTING JURISDICTION OF THE COUNTY
OF NEW HANOVER, NORTH CAROLINA.
WILMINGTON LODGE NO. 343, LOYAL ORDER OF MOOSE, INC
DATE
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
DATE
REVIEW OFFICER
NC GRID
NAD 83 2011
0 60 120 180
1 INCH = 60 FEET
LEaENDc
----------------
NEW EASEMENT
EASEMENT
ADJOINER BOUNDARY
BOUNDARY
RIGHT-OF-WAY
TIE LINE (T-L)
REBAR FOUND
0 EASEMENT CORNER
C.C. = CONTROL CORNER
1. ALL BEARINGS ARE ORIENTED TO N.C. GRID
NORTH, N.A.D. 1983. SCALE FACTOR =
1.00004989. ALL DISTANCES ARE HORIZONTAL
GROUND DISTANCES.
2. THE PLATTED EASEMENT APPEARS TO BE
LOCATED IN 0.2% ANNUAL CHANCE FLOOD
HAZARD AND ZONE "X" AS SHOWN ON FLOOD
INSURANCE RATE MAP FOR NEW HANOVER
COUNTY, NORTH CAROLINA MAP NUMBER
3720312400K DATED JUNE 2, 2006.
3. SURVEY MADE FROM A PORTION OF MAP
BOOK 3, PAGE 27; DEED BOOK 3052, PAGE 81;
DEED BOOK 5704, PAGE 2361; DEED BOOK 1059,
PAGE 631, AND EXISTING PHYSICAL EVIDENCE.
4. REBAR SET AT ALL EASEMENT CORNERS.
5. AREAS CALCULATED BY COORDINATE
METHOD.
6. TOTAL AREA OF EASEMENT IS 15,270 S.F. OR
0.35 ACRES.
7. FOR ADDITIONAL TIE LINE SEE REFERENCED
PLATS AND DEEDS.
L
RELIMINARY PLAN
D FOR OWNER REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER
SCALE : 1'=60'
DATE : 01/06/2022
TRACKING : JMM
MAP OF EASEMENT
FOR
OCEAN RIDGE
RECLAIMED WATERLINE
OCEAN RIDGE
WATERLINE EASEMENT
BRUNSWICK COUNTY, NC
PROJECT NUMBER SHEET NUMBER
839-05 1 OF 1

PROPOSED BEMC
POWER POLE (TYP) MA P PROPERTIES LC
28000 003
D
MAS PROPERTIES LLC DB: 01879 I
m i+A
PID:2280001003 m W i1+ PG: 0372
ccn DB: 01879 I
n o PG: 0372 n o
O
Lu
Z -I
LIMITS OF DISTURBANCE rn LIMITS OF DISTURBANCE J
FOLLOWS RIGHT-OF-WAY o_ FOLLOWS RIGHT-OF-WAY =
N25° 08' 29"W I-_
I
1.90' T-L LINE (TYP) LINE (TYP)
— — — — — — — — — — — —S70° 19' 58"W 1346.44' — — — — — — —
— — N 10° 15' 12"W 13.330� — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
S70° 19' 56"W 1351.50'
CAMERON WOODS DEVELOPMENT LLC NEW 15' UTILITY
PIN: 2280000909 EASEMENT LIMITS OF DISTURBANCE CAMERON WOODS DEVELOPMENT LLC
DB 04277 PG 1013 (0.77 ACRES TOTAL) FOLLOWS EASEMENT (TYP) PIN: 2280000909 I
DB 04277
PG 1013
I I
MAS PROPERTIES LLC I MAS PROPERTIES LLC
I PID:2280001003 I PID:2280001003
DB: 01879 DB: 01879
IPG: 0372 PG: 0372
I _
O M
I
Z— — — — — — — — — — O
— — — — — —
Lu — — - Z — — — — — — — — — —
Z -I= z —
OLD GEORGETOWN RD SW J
(SR 1163) S69° 26' 01"W = I OLD GEORGETOWN RD SW
U S70° 22' 52"W
Q I 25.54' I 848.81' (SR 1163)
— — — — — — — — — — — — — — — — — — — ` — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I S70° 19' 56"W 1351.50'
in
o N31 ° 14' 17"W S31 ° 14' 15"E I
15.31' in m 15.26' S70° 22' 52"W
I A 849.97'
0 m NEW 15' UTILITY
m I CAMERON WOODS DEVELOPMENT LLC
PID 277
P22278040000902 (0.77 ACRES STOTAL)
I 1 I
IMAS PROPERTIES LLC
I PID:2280001003
DB: 01879 m co 1+
PG: 0372 cn m
o
I ono
co —
O -
- Z — — — — — — — — — — — — — — -
- W LIMITS OF DISTURBANCE
Z FOLLOWS RIGHT-OF-WAY
LINE (TYP)
J _ —
= S70° 22' 52"W OLD GEORGETOWN RD SW o — — — -----
m S61 ° 47' 17"W
— I — — — 848.81' — (SR 1163) 4.53' — — — — —
—4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — -- — — —
COUNTY OF BRUNSWICK
o PID:2280001016
I S70° 22' 52"W DB: 03354
849.97' N08° 05' 12"W PG: 1120
I CAMERON WOODS DEVELOPMENT LLC NEW 15' UTILITY— 16.00'
PID: 2280000902 EASEMENT
I DB: 04277 (0.77 ACRES TOTAL)
PG: 1013
I, JASON W. FISHER, P.L.S., CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED AS NOTED
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM THE INFORMATION FOUND AS NOTED
HEREON, THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
GS 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER & SEAL THIS 6th DAY OF JANUARY, 2022.
I, FURTHER, CERTIFY THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS,
A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION.
JASON W. FISHER, P.L.S.
REGISTRATION NUMBER L-5078
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER
OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I
HEREBY ADOPT THIS PLAN OF A SUBDIVISION WITH MY OWN FREE
CONSENT, ESTABLISH MINIMUM SETBACK LINES, AND DEDICATE
ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES TO
PUBLIC USE AS NOTED. FURTHER, I CERTIFY THE LAND AS SHOWN
HEREON IS WITHIN THE PLATTING JURISDICTION OF THE COUNTY
OF NEW HANOVER, NORTH CAROLINA.
WILMINGTON LODGE NO. 343, LOYAL ORDER OF MOOSE, INC
DATE
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
DATE
REVIEW OFFICER
NC GRID
NAD 83 2011
0 60 120 180
1 INCH = 60 FEET
---------------
NEW EASEMENT
EASEMENT
ADJOINER BOUNDARY
BOUNDARY
RIGHT-OF-WAY
TIE LINE (T-L)
REBAR FOUND
0 EASEMENT CORNER
C.C. = CONTROL CORNER
1. ALL BEARINGS ARE ORIENTED TO N.C. GRID
NORTH, N.A.D. 1983. SCALE FACTOR =
1.00004989. ALL DISTANCES ARE HORIZONTAL
GROUND DISTANCES.
2. THE PLATTED EASEMENT APPEARS TO BE
LOCATED IN 0.2% ANNUAL CHANCE FLOOD
HAZARD AND ZONE "X" AS SHOWN ON FLOOD
INSURANCE RATE MAP FOR NEW HANOVER
COUNTY, NORTH CAROLINA MAP NUMBER
3720312400K DATED JUNE 2, 2006.
3. SURVEY MADE FROM A PORTION OF MAP
BOOK 3, PAGE 27; DEED BOOK 3052, PAGE 81;
DEED BOOK 5704, PAGE 2361; DEED BOOK 1059,
PAGE 631, AND EXISTING PHYSICAL EVIDENCE.
4. REBAR SET AT ALL EASEMENT CORNERS.
5. AREAS CALCULATED BY COORDINATE
METHOD.
6. TOTAL AREA OF EASEMENT IS 33,533 S.F. OR
0.77 ACRES.
7. FOR ADDITIONAL TIE LINE SEE REFERENCED
PLATS AND DEEDS.
L
RELIMINARY PLAN
D FOR OWNER REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
839-05
NUMBER
SCALE : 1'=60'
DATE : 01/06/2022
TRACKING : JMM
MAP OF EASEMENT
FOR
OCEAN RIDGE
RECLAIMED WATERLINE
OCEAN RIDGE
WATERLINE EASEMENT
BRUNSWICK COUNTY, NC
PROJECT NUMBER SHEET NUMBER
839-05 1 OF 1

OCEAN RIDGE MASTER ASSOCIATION
DB 4509 PG 491 /
MB 123 PG 49 /
/
1
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9 PROP�RPG
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MB 32 PG 324 1
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MB 32 PG 324 rn`\ T% \� 1
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I, JASON W. FISHER, P.L.S., CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED AS NOTED
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM THE INFORMATION FOUND AS NOTED
HEREON, THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
GS 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER & SEAL THIS 21 ST DAY OF MARCH, 2022.
4
NC GRID
NAD 83 2011
0' 20' 40' 60'
1 INCH = 20 FEET
/
/
/
I, FURTHER, CERTIFY THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS,
A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION.
JASON W. FISHER, P.L.S.
REGISTRATION NUMBER L-5078
C6
soMM�R5° R�
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER
OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I
HEREBY ADOPT THIS PLAN OF A SUBDIVISION WITH MY OWN FREE
CONSENT, ESTABLISH MINIMUM SETBACK LINES, AND DEDICATE
ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES TO
PUBLIC USE AS NOTED. FURTHER, I CERTIFY THE LAND AS SHOWN
HEREON IS WITHIN THE PLATTING JURISDICTION OF THE COUNTY
OF NEW HANOVER. NORTH CAROLINA.
OWNER
DATE
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD DIRECTION
CHORD LENGTH
C1
42.69
335.10
S75° 23' 06"W
42.66'
C2
5.01
335.10
N78° 36' 23"E
5.01,
C3
5.01
335.16
N79° 27' 48"E
5.01'
C4
61.23
335.16
S84° 16' 06"W
61.15'
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
DATE
REVIEW OFFICER
01
Y17
kiLLI
HIGHWP
L
Z =
Q Q
{ W
0 WN
ORGETOWN RD
PROJECT LOCATION, OLD GE
VICINITY MAP NOT TO SCALE
1. ALL BEARINGS ARE ORIENTED MAP BOOK 123,
PAGE 49.
2. THE PLATTED EASEMENT APPEARS TO BE
LOCATED IN 0.2% ANNUAL CHANCE FLOOD
HAZARD AND ZONE "X" AS SHOWN ON FLOOD
INSURANCE RATE MAP FOR NEW HANOVER
COUNTY, NORTH CAROLINA MAP NUMBER
3720312400K DATED JUNE 2, 2006.
3. SURVEY MADE FROM A PORTION OF MAP
BOOK 123, PAGE 49; MAP BOOK 28, PAGE 378;
AND MAP BOOK 32, PAGE 324.
4. REBAR SET AT ALL EASEMENT CORNERS.
5. AREAS CALCULATED BY COORDINATE
METHOD.
6. TOTAL AREA OF EASEMENT IS 1,375 S.F. OR
0.03 ACRES.
7. FOR ADDITIONAL TIE LINE SEE REFERENCED
PLATS AND DEEDS.
PRELIMINARY PLAN
ISSUED FOR OWNER REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
542-04
NUMBER:
SCALE : 1"=20'
DATE : 03/21/2022
TRACKING : JF
MAP OF EASEMENT
FOR
OCEAN RIDGE
RECLAIMED WATERLINE
OCEAN RIDGE
WATERLINE EASEMENT
BRUNSWICK COUNTY, NC
PROJECT NUMBER SHEET NUMBER
839-05 1 OF 1

4
NC GRID
NAD 83 2011
0' 20' 40' 60'
1 INCH = 20 FEET
OCEAN RIDGE PLANTATION GOLF INC
DB 3889 PG 1320
I, JASON W. FISHER, P.L.S., CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED AS NOTED
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM THE INFORMATION FOUND AS NOTED
HEREON, THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
GS 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER & SEAL THIS 21 ST DAY OF MARCH, 2022.
I, FURTHER, CERTIFY THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS,
A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION.
JASON W. FISHER, P.L.S.
REGISTRATION NUMBER L-5078
i
i
\ PROPOSED UTILITY EASEMENT
\\ \\\
1919
\\\ 01 21� Za8�5
OCEAN RIDGE MASTER ASSOCIATION \ S69
DB 4509 PG 491
MB 123 PG 49
i
z�
0 116� PROP PG3�2 /
A MP Ole, 1a�9
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER
OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I
HEREBY ADOPT THIS PLAN OF A SUBDIVISION WITH MY OWN FREE
CONSENT, ESTABLISH MINIMUM SETBACK LINES, AND DEDICATE
ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES TO
PUBLIC USE AS NOTED. FURTHER, I CERTIFY THE LAND AS SHOWN
HEREON IS WITHIN THE PLATTING JURISDICTION OF THE COUNTY
OF NEW HANOVER. NORTH CAROLINA.
OWNER
DATE
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
DATE
REVIEW OFFICER
01
Y17
Ug HIGHW P
z=
aQ
ui
w
(om
ORGETOWN RD
PROJECT LOCATION, pLp GE
VICINITY MAP NOT TO SCALE
1. ALL BEARINGS ARE ORIENTED MAP BOOK 123,
PAGE 49.
2. THE PLATTED EASEMENT APPEARS TO BE
LOCATED IN 0.2% ANNUAL CHANCE FLOOD
HAZARD AND ZONE "X" AS SHOWN ON FLOOD
INSURANCE RATE MAP FOR NEW HANOVER
COUNTY, NORTH CAROLINA MAP NUMBER
3720312400K DATED JUNE 2, 2006.
3. SURVEY MADE FROM A PORTION OF MAP
BOOK 123, PAGE 49; MAP BOOK 28, PAGE 378;
AND MAP BOOK 32, PAGE 324.
4. REBAR SET AT ALL EASEMENT CORNERS.
5. AREAS CALCULATED BY COORDINATE
METHOD.
6. TOTAL AREA OF EASEMENT IS 1,881 S.F. OR
0.04 ACRES.
7. FOR ADDITIONAL TIE LINE SEE REFERENCED
PLATS AND DEEDS.
PRELIMINARY PLAN
ISSUED FOR OWNER REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
542-04
NUMBER :
SCALE : 1"=20'
DATE : 03/21/2022
TRACKING : JF
MAP OF EASEMENT
FOR
OCEAN RIDGE
RECLAIMED WATERLINE
OCEAN RIDGE
WATERLINE EASEMENT
BRUNSWICK COUNTY, NC
PROJECT NUMBER SHEET NUMBER
839-05 1 OF 1

4
NC GRID
NAD 83 2011
1 INCH = 20 FEET
I, JASON W. FISHER, P.L.S., CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED AS NOTED
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM THE INFORMATION FOUND AS NOTED
HEREON, THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
GS 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER & SEAL THIS 21 ST DAY OF MARCH, 2022.
I, FURTHER, CERTIFY THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS,
A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION.
JASON W. FISHER, P.L.S.
REGISTRATION NUMBER L-5078
•
oo/ \
\ ,S8♦
\\ \\ PROPOSED UTILITY EASEMENT
\\ <�\ \\ S41°36'09"W 10.00'
\
\
OCEAN RIDGE PLANTATION GOLF INC \
DB 3889 PG 1320 \
\\ goo
/
/
/
OCEAN RIDGE MASTER ASSOCIATION
DB 4509 PG 491
MB 123 PG 49
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER
OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I
HEREBY ADOPT THIS PLAN OF A SUBDIVISION WITH MY OWN FREE
CONSENT, ESTABLISH MINIMUM SETBACK LINES, AND DEDICATE
ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES TO
PUBLIC USE AS NOTED. FURTHER, I CERTIFY THE LAND AS SHOWN
HEREON IS WITHIN THE PLATTING JURISDICTION OF THE COUNTY
OF NEW HANOVER. NORTH CAROLINA.
OWNER
DATE
/
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
co
I, , REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
DATE
REVIEW OFFICER
Y 17
US IiIGMNP
z=
aQ
/ w
uu
ij
(om
PROJECT LOCATIO (N/, OLO GEORGETOWN RD
l
VICINITY MAP NOT TO SCALE
1. ALL BEARINGS ARE ORIENTED MAP BOOK 123,
PAGE 49.
2. THE PLATTED EASEMENT APPEARS TO BE
LOCATED IN 0.2% ANNUAL CHANCE FLOOD
HAZARD AND ZONE "X" AS SHOWN ON FLOOD
INSURANCE RATE MAP FOR NEW HANOVER
COUNTY, NORTH CAROLINA MAP NUMBER
3720312400K DATED JUNE 2, 2006.
3. SURVEY MADE FROM A PORTION OF MAP
BOOK 123, PAGE 49; MAP BOOK 28, PAGE 378;
AND MAP BOOK 32, PAGE 324.
4. REBAR SET AT ALL EASEMENT CORNERS.
5. AREAS CALCULATED BY COORDINATE
METHOD.
6. TOTAL AREA OF EASEMENT IS 4,167 S.F. OR
0.10 ACRES.
7. FOR ADDITIONAL TIE LINE SEE REFERENCED
PLATS AND DEEDS.
PRELIMINARY PLAN
ISSUED FOR OWNER REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
542-04
NUMBER :
SCALE : 1"=20'
DATE : 03/21/2022
TRACKING : JF
MAP OF EASEMENT
FOR
OCEAN RIDGE
RECLAIMED WATERLINE
OCEAN RIDGE
WATERLINE EASEMENT
BRUNSWICK COUNTY, NC
PROJECT NUMBER SHEET NUMBER
839-05 1 OF 1

This certifies thrt lm6;rc are no delinquent ad
valorem taxes, fees, assessments or other
liens which the Brunswick County Tax
Collector is charged with collect' that are
lien on: Parcel Number��
IIIIIIIIIIIIIIIIillllll IIIIIillllllll Brenda334 P1120�01-03-2013
.46.06.0R0
OP
Brunswick County, NC Register oeeds page t of 5
as notated by the Brunswick County
Assessor's Office. This is not a certification / poenter pet,
�
that the parcel number matches the deed (. `� ,Total
descripfion. l3k $� CN n j Cash $
ay-; Refund r':. _Finance
Date (A,s."tiTnxCol. tie'..axSpec_ 0Potonsofraw,"anac.it,utt-aut«,wndton
ofmppal
013ocumento0wars*R!s ny(ppal
instrument tnatcannot of T:ia,xtarxo orcopied.
SPECIAL WARRANTY DEED
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
Parcel # ;u F 000 /DD
Revenue Stamps $
THIS DEED, made this 3 day of -v 2012, by and between the TOWN OF OCEAN ISLE BEACH, a North
Carolina municipality, whose address is 3 West Third Street, Ocean Isle Beach, North Carolina 28469, hereinafter, whether
one or more, referred to as "GRANTOR," and the COUNTY OF BRUNSWICK, a North Carolina body politic, whose mailing
address is Box 249, Government Center, Bolivia, North Carolina 28422, hereinafter, whether one or more, referred to as
"GRANTEE":
WITNESSETH:
THAT the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all of that certain tract or parcel
of land situated in Shallotte Township, Brunswick County, North Carolina, and more particularly described as follows:
See "Exhibit A" attached hereto and incorporated herein by reference.
This property does NOT include the primary residence of Grantor.
TO HAVE AND TO HOLD the aforesaid tractor parcel of land, and all privileges and appurtenances thereto belonging,
to the Grantee in fee simple.
AND the Grantor covenants with the Grantee that Grantor has done nothing to impair such title as Grantor received,
and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor,
except for the exceptions hereinafter stated.
Prepared by: Elva L. Jess, Attorney at Law (WITHOUT OPINION ON TITLE)
P. O. Box 11028, Southport, NC 28461

IIIIIIIII IIII II III IIIIIIIII IIII Brend M. Clemons 06'Doc
PROP
Brunswick County, NC Register of Deeds page 2 of 5
IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed by its duly authorized
representatives, the,dpy,pno year first above written.
so:6
SEAL
ATTEST: Qj�'CR.�\�P;
Town Clerk
STATE OF NORTH CAROLINA
TOWN OCEAN ISLE BEA
BY:
Debbie .Smith, Mayo
COUNTY OFF BRUNSWII�CK
I, J b fid C7 F�fM'P—tZ-- , a Notary Public in and for the state and county aforesaid, do hereby certify that
SUE STUHR personally appeared before me this day and acknowledged that she is the Clerk to the Board of Commissioners
of the TOWN OF OCEAN ISLE BEACH, North Carolina, and that, by authority duly given and as the act of the municipal body
politic, the foregoing instrument was signed in its name by its Mayor, sealed with its municipal seal and attested by herself as
its Clerk. ""��q
r� Joru.clir aa�3C"�
WITNESS my hand and official stamp or seal, this of1)eseaer, 264-2.
\,20TtT PUBLIC
My commission expires:
�v®sec '(jE

61-03-2013
IIII III IIII II IIII II I II III IIIIIIII III 143 P1122m On6:06.000
Brunswick County, NC Register of Deeds page 3 of 5
EXHIBIT A
That certain tract of land which is a portion of Tax Map Parcel #2280001004, and
described in Deed Book 822 at Page 402, and more particularly described as
follows:.
Beginning at an iron pin in the northwestern intersection of the right-of-way of Old
Georgetown Road ( SR1163) and Ocean Isle Beach Road ( SR 1184) and thence along
the northern right of way of Old Georgetown Road S72°45'05"W a distance of
702.15ft. to an iron pin and thence S05 °51' 12 E" a distance of 17.85 ft to an iron pin
and thence said point being the beginning of a curve with radius of 34,407.17' and chord
bearing of S72'08'17"W and chord distance of 1729.08' to an iron pin and thence
S70°41'54"W a distance of 1175.55' to a point said point being the beginning of a curve
with a radius of 2894.79 and chord bearing of S69'33'50 "W and a chord distance of
215.68' and thence S66'25'46"W a distance of 1639.38' to an iron pin and thence
S10°39'44"E a distance of 61.56 ft to an iron pin said point being the Point of
Beginning of said tract and thence N66'25'46"E a distance of 1653.13 ft along the
southern right of way of Old Georgetown Road to a point said point being the beginning
of a curve with radius of 2,834.79' and chord bearing of N68`33'50"E and chord distance
of 211.16' to an iron pin and thence N70'41'54"E a distance of 1175.55 ft to a point and
thence said point being the beginning of a curve with radius of 34,347.47' and chord
bearing of N72°10'04"E and chord distance of 1761.58' to an iron pin and thence S
05'42'25"E a distance of 3247.29 to an iron pin thence S 05'46'34"E a distance of
2169.10' to an iron pin and thence along the centerline of a creek with the following
traverse lines N78°51'54"W a distance of 187.45', N69'59'00"W a distance of 208.79',
N67'27'38" W a distance of 322.21`, N53°49'47"W a distance of 184.77'and N
07'11'12"W a distance of 45.00 ` to an iron pin and thence N07°11'33"W a distance of
367.33' to an iron pin and thence S 77°16'27"W a distance of 1367.33' and thence
NO3'38'45"W a distance of 1177.44' to an iron pin and thence S 66'7.1' 11 "W a distance
of 870.22' to a iron pin and thence NO3'41'53"W a distance of 817.911 to an iron pin and
thence S67°48'38"W a distance of 658.2' and thence N08'02' 12"W a distance of 816.16-'
to an iron pin and thence S82'02'28"W a distance of 349.87' and thence S67'45'24"W a
distance of 1434.83' to an existing iron pipe and thence N08'06'08"W for a distance of
1421.18 feet to an existing iron pin, said iron pin being in the southern right of way of
Old Georgetown Road and then with and along said right of way N 67°21'01" E for a
distance of 97.78 feet to an existing iron pin, thence N 66'25'46"E, for a distance of
653.80' to an iron pin said iron pin being the Point of Beginning for the tract containing
approximately 372.085 acres being as shown on a Property Survey for the Town of
Ocean Isle Beach by J. Finley Boney P.L.S. dated March 1, 1999 recorded in Map
Cabinet 21 Page Number 30, and being the same property as described in Deed Book 822
at Page 402 of the Brunswick County Registry. Properties excepted and excluded from
the above described tract are more particularly described on Exhibits R= and c attached
hereto.
This tract is subject to a 15' x 1257' NC DOT easement with and along the southern
boundary line.

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000
Brunswick County, NC Register of Deeds page 4 of 5
EXHIBIT B
That certain 9.75 acre tract of land as shown on a map recorded in Map Cabinet V at page 85 in the
Office of the Register of Deeds of Brunswick County, and identified as "abandoned landfill," said
tract having the metes and bounds shown on said plat mat, together with an easement for access, also
shown on said map, said easement running from a point identified by the letter "D" on Old
Georgetown Road, and running South 13 degrees, I minutes, 3 seconds East for a distance of
2,126.19 feet to apoint, thence South 13 degrees,11 minutes, 3 seconds East for a distance of 253.98
feet to the landfill site.

01-03 M3
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EXHIBIT c
That certain 2.00 acre tract of land as shown on a map recorded in Map Cabinet 76 at Page 21 in
the Office of the Register of Deeds of Brunswick County, prepared by James R. Thompkins on
November 7, 2012, said tract having the metes and bounds shown on said plat map, together
with an easement for access, also shown on said map, said easement identified as "Tract E-1" on
said map and being an extension of Yarbrough Street, a sixty foot right of way, and described by
metes and bounds according to calls numbered Ll through L4
And further, subject to an easement in favor of the County of Brunswick, said easement shown
on the above referenced plat and identified by calls numbered L6 through L19 and further as
identified as "Tract E-2" on said map.