WQCS00216_Application_20210203

NCDENR
Division Of Water Quality
PERCS Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
TOWN OF RIVER BEND
January 29., 2021
TO: PERCS UNIT
FROM: CHARLES DELANE JACKSON, TOWN MANAGER
SUBJECT: COLLECTION SYSTEM RENEWAL
45 Shoreline Drive
River Bend, NC 28562
T 252.638.3870
F 252.638.2580
www.riverbendnc.org
RECEIVED
FEB 0 3 2021
NCDEQ/DWR/NPDES
ATTACHED: COLLECTION RENEWAL APPLICATION, PUMP STATION
INFORMATION, HIGH PRIORITY LINES, ANNUAL COLLECTION SYSTEM
BUDGET, CAPITAL IMPROVEMENT PLAN, RESPONSE ACTION PLAN,
CONTIGENCY PLAN, AND COMPREHENSIVE COLLECTION SYSTEM MAP.
The Town Of River Bend asks that the collections system permit #: WQCS00216 be
renewed.
Sincerely,
C.
Charles Delane Jacks
Town Manager
04/14/14

JIWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0400 - SYSTEM -WIDE WASTERWATER COLLECTION SYSTEMS
INSTRUCTIONS FOR FORM CSA 04-16 & SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System -wide Collection System Permitting website:
General — When submitting an application to the Pretreatment, Emergency Response, & Collection Systems (PERCS) Unit,
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 requested
additional information.
The Applicant shall submit one original and one con of the application and supporting, documentation.
A. Cover Letter
❑ Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
> The appropriate annual fee for systemwide wastewater collection system permits may be found at:
> Annual Non -Discharge Fees
C. System -Wide Wastewater Collection System (FORM: CSA 04-16) Application:
❑ Submit the completed and appropriately executed System -wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. 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.
❑ If the Applicant Type in Section I.3 is a Privately -Owned Public Utility, provide the Certificate of Public
Convenience and Necessity (CPCN) from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina 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.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
> The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(4 Per 15A NCAC 02T .0106(c), 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).
> NOTE - Public Works Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
❑ Instruction A:
❑ Instruction C:
❑ Instruction C:
❑ Instruction D:
❑ Section IV.3
❑ Section IV.4
❑ Section V.4
❑ Section V.6
❑ Section VI. 2
❑ Section VI.4
❑ Section VI.6
❑ Section VII
Cover Letter
Application
Ownership Documentation (i.e. CPCN) (If necessary)
Delegation Letter (If necessary for signing official)
Pump Station List
High Priority Lines List
Annual Budget for Collection System (Updated and Approved)
Capital Improvement Plan (Updated and Approved)
Response Action Plan
Contingency Plan
Comprehensive Collection System Map
Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
PERCS UNIT
By U.S. Postal Service:
Attn: PERCS Unit Supervisor
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. Suite 925
RALEIGH. NORTH CAROLINA 27604
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Town Of River Bend
2. Facility Information: Name: Town Of River Bend Collection System
Permit No.: WQCS00216
3. Applicant type: x❑ Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Charles Delane Jackson per 15A NCAC 02T .0106(b)
Title: Town Manager
5. Applicant's mailing address: 45 Shoreline Dr
City: New Bern State:NC Zip: 28562-
6. Applicant's contact information:
Phone number: [phone] Fax number: [phone] Email address: managers riverbendnc.org
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:
2. Title/Affiliation:
3. Contact's mailing address:
4. City: State: _ Zip:
5. Contact's information:
Phone number: () Fax number: ()
Email address:
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New x❑ Renewal
2. County System is located in: Craven County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Town Of River Bend
4. WWTF Permit Number(s): NC0030406
5. What is the wastewater type? 100 % Domestic or % Industrial (See 15A NCAC 02T .0103C201
Is there a Pretreatment Program in effect? x❑ Yes or ❑ No
6. Wastewater flow: 0.110MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 0.330 MGD
8. Explain how the wastewater flow was determined: x❑ 15A NCAC 02T .0114 or ❑ Representative Data
9. Population served by the collection system: 2000
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
11.5(miles)
Force Main
5 (miles)
Vacuum Sewer
(miles)
Pressure Sewer
(miles)
APPLICATION CSA 04-16 Page 3 of
5

2. Pump Station
Pump Station Type
Number
Simplex Pump Stations (Serving Single Building)
Simplex Pump Stations (Serving Multiple Buildings)
Duplex Pump Stations
8
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information:
> Pump Station Name
> Physical Location
> Alarm Type (i.e. audible, visual, telemetry, SCADA)
> Pump Reliability (Can convey peak hourly wastewater flow with largest single pump out of service)
> Reliability Source (permanent/portable generator, portable pumps)
> Capacity of Station (Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402 (2) known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
> Use the same line identification regularly used by the applicant
> Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Brandon Mills
Certification Number: 997221
Back -Up ORC Name: Thomas Harper
Certification Number: 989127
See the "WQCS Contacts and ORC Report" for a current listing of the ORC(s) the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $ 64000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 11000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or x❑ No
8. Do any satellite systems discharge to this collection system ❑ Yes or x❑ No (If yes complete table below)
Satellite System
Contact Information (Name, Address, Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD (Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
n/a
APPLICATION CSA 04-16
5
Page 4 of

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place x❑ Yes or ❑ No
2. If Yes, submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? x❑ Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? x❑ Yes or ❑ No
6. Submit a submit a copy of the collection system map (CD or hardcopy) or indicate a schedule for completion
7. Thoroughly read and review the System -Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Permit Condition
I(4) — Grease ordinance with legal authority to inspect/enforce
I(5) — Grease inspection and enforcement program
I(6) — Three to five year current Capital Improvement Plan.
1(8) — Pump station contingency plan
I(9) — Pump station identification signs.
I(11) — Functional and conspicuous audible and visual alarms.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2nd pump is
the spare if pump reliability is met).
II(7) — Accessible right-of-ways and easements.
II(9) — Response action plan with Items 9 (a — h).
III(3) — Comprehensive collection system map
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
x❑ Yes ❑
No
12-18mo.
x❑ Yes ❑
No
12 — 18 mo.
x❑ Yes ❑
No
12 — 18 mo.
x❑ Yes
No
3 mo.
x❑ Yes
No
3 mo.
x❑ Yes
No
El
3 — 6 mo.
x❑ Yes
No
6 — 9 mo.
x❑ Yes
No
6 — 12 mo.
x❑ Yes El
No
x❑ Yes El
No
3 mo.
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet (attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
I, Charles Delane Jackson attest that this' application for Town Of River Bend
(Signature Authority's Name & Title from Item 1.4) (Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
APPLICATION CSA 04-16 Page 5 of
5

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up jp $2•,000 pey iolation.
Signature:
Date: G—aoa /
APPLICATION CSA 04-16 Page 6 of
5

IV.(3) Town Of River Bend Lift Stations
Pump Station
LS#1
LS#2
LS#3
LS#4
LS#5
LS#6
LS#7
LS#8
Location
Alarm Type
Gull Pointe Rd.
Aud,Vis,SCADA
Starboard Dr.
Aud,Vis,SCADA
Quarterdeck
Masters Court
Wakefield
Locbridge Dr.
Pier Pointe
Pirates Rd.
Aud,Vis,SCADA
Aud,Vis,SCADA
Aud,Vis,SCADA
Aud,Vis,SCADA
Aud,Vis,SCADA
Aud,Vis,SCADA
Pump Reliability
2 Pumps, and a back up
2 Pumps, and a back up
2 Pumps, and a back up
2 Pumps, and a back up
2 Pumps, and a back up
2 Pumps, and a back up
2 Pumps, and a back up
2 Pumps, and a back up
Reliability Source Capacity
Perm. Generator 305 GPM
Perm. Generator 257 GPM
Perm. Generator 220 GPM
Port. Generator 316 GPM
Perm. Generator 245 GPM
Perm. Generator 317 GPM
Port. Generator 106 GPM
Perm. Generator 245 GPM

Town of River Bend Collection System
IV. (4) : Attachment A for Condition V(4)
High Priority lines: Sewer Line 36 force main is a high priority
sewer line. SL 36 crosses under water in plantation canal, and
ties into Manhole #114 on Raft Rd.

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•

Response Action Plan
VI.2
System Name: Town Of River Bend
Permit Number: WQCS00216
Address: 45 Shoreline Dr.
City/State/Zip: New Bern, NC 28562
Phone Number: 252/638-3870
Fax: [phone]

CONTENTS
SECTION
I. Purpose
II. Objectives
III. Procedures
A. Receipt of Information Regarding a Sanitary Sewer Overflow
B. Dispatch of Sewer Maintenance Personnel to Site of Sewer
Overflow
C. Overflow Correction, Containment, and Clean Up
D. Overflow Report
E. Customer Satisfaction
IV. SSO Response Plan Maintenance
V. Appendices
Appendix A — Contacts
Appendix B — Spill/SSO Reporting Form

I. Purpose
This Response Action Plan has been prepared in accordance with Permit
WQCS00216 Part II (9) Operation & Maintenance Requirements. The purpose
of this Response Action Plan is to ensure proper sanitary sewer overflow (SSO)
reporting and minimize the adverse effects that may be caused by a Sanitary Sewer
Overflow.
This plan was revised on November 2020
This plan will be reviewed and/or updated annually to incorporate any changes in
contact information; system components; and/or personnel.
II. Objectives
The objectives of this plan are:
➢ To protect the public health and the environment
➢ To meet regulatory and permit requirements
➢ To develop and implement procedures to mitigate the effects of an SSO
➢ To protect the collection system and wastewater treatment personnel
➢ To ensure the longevity of the collection system and wastewater treatment
plant equipment
➢ To protect both public and private property
➢ To minimize regulatory enforcement and/or penalties, resulting from a
spill/SSO
➢ To provide appropriate customer service

III. Procedures
A. Receipt of Information Regarding a Sanitary Sewer Overflow
Sanitary Sewer Overflow's may be recognized and reported by system personnel or
by others. The System is responsible to act, in a timely manner, to all reports of a
possible SSO. Reports may be received via telephone, email, or by other means.
1. Typically reports received from the public will be received at Town Hall. Personnel
collecting information regarding a possible SSO, please obtain the following:
a. Time and date call was received
b. Specific location
c. Description of problem
d. Time possible overflow was noticed
e. Reporter's name and phone number
f. Observations of the reporter
g. Relevant information that will enable system personnel to quickly locate,
assess and stop the overflow
2. Appropriate system personnel will be notified when a possible spill is reported. All
reports of a SSO must be investigated by staff within two hours. System personnel
must confirm the spill before it will be considered an SSO. Only after confirmation
by system personnel will a spill be considered an SSO.
3. As soon as possible, but no later than 24 hours of the confirmation of a reportable
Sanitary Sewer Overflow, the NC DWR Washington Regional Office will be
notified according to the rules of NC Division of Water Resources. The rule is:
Sanitary Sewer Overflow (SSO) Reporting Requirements to the Division of
Water Resources
The Permittee shall verbally report to a Division of Water Resources staff
member at the appropriate Regional Office, as soon as possible, but in no case
more than 24 hours following first knowledge of the occurrence of either of the
following:
• Any SSO and/or spill over 1,000 gallons to the ground; or
• Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information shall not be considered as the initial
verbal report. SSOs (and other types of spills) occurring outside normal business
hours may also be reported to the Division of Emergency Management at
telephone number [phone] or [phone].

4. Spills that are fully contained and removed quickly and are less than one thousand
gallons that do not reach surface waters are not required to be reported to NC DWR.
However, a full spill report form will be filled out and kept on file.
B. Dispatch of Sewer Maintenance Personnel to Site of Sewer Overflow
Confirmation of a Spill / Sanitary Sewer Overflow will activate an immediate
response to isolate and correct the problem. Personnel and equipment shall be
available to respond to any and all SSO locations.
1. Dispatching Personnel Instructions
➢ When a spill/SSO is received by the system, Staff and equipment shall be
dispatched to isolate and correct the problem in a timely manner
➢ Staff will be dispatched by telephone or radio
➢ Dispatching personnel must verify that all notified staff have received the
message
2. Maintenance Personnel Instructions
➢ All dispatched staff should proceed immediately to the site of the spill/SSO.
Any delays and/or conflicts should be promptly reported to the manager
➢ Upon arrival at the site of the spill/SSO, staff will report any and all findings
to the appropriate supervisor. These findings should include damage to both
public and private property
3. Supervisor Instructions
➢ The Supervisor will dispatch additional personnel, supplies, and equipment as
needed or requested by dispatched staff
➢ The Supervisor will update the Public Works Director and/or Town Manager
on a continuing basis if the SSO and/or repairs are not easily abated and fixed.
4. Initial Damage Assessment
➢ All dispatched staff must use discretionary action when responding to a
spill/SSO. Dispatched personnel must be aware that the System may be
responsible and/or liable for further damage to private property
➢ Dispatched personnel should not enter private property without authorization
from the Supervisor

➢ In order to thoroughly document the affected area, the dispatched staff will
take appropriate photos and/or video. Any photos and/or video will be
retained and filed with the spill/SSO report
5. Supervision and Inspection
➢ The Supervisor will ensure that the guidelines outlined in this SSO Response
Plan are properly implemented
➢ The Supervisor is responsible for properly notifying NC DWR Fayatteville
Regional Office within the amount of time specified within the reporting
requirement
➢ The Supervisor will coordinate with the Town Manager for the availability of
funds.
C. Spill/SSO Correction, Containment, and Clean-up
The objectives of the actions taken by system personnel are:
➢ To protect public health, the environment, and property from a spill/SSO
➢ To restore the surrounding area/property back to normal as quickly as possible
➢ To establish an appropriate perimeter to contain the spill/SSO, using
equipment (traffic cones, barricades), existing infrastructure (fencing, etc.),
and/or natural boundaries (berm, ditch, stream, etc.)
➢ To notify the appropriate regulatory agencies within permitted timeframe
➢ To protect surface water from contamination
➢ To minimize regulatory enforcement and/or penalties, resulting from a
spill/SSO
1. Upon arrival at a spill/SSO, the dispatched system staff will perform the following:
➢ Determine the cause of the spill/SSO (collection line blockage, lift station
malfunction, line break, etc.).
➢ Report findings to Supervisor and identify or request additional personnel and
equipment to minimize the effects of the spill/SSO.
➢ Should it be determined the cause of the spill/SSO is not the responsibility of
the system, dispatched personnel will;
o Take appropriate action to protect public health, property (public and
private), and surface water bodies from immediate danger.

2. Containment of a spill/SSO will be of utmost priority and will include, but are not
limited to, the following measures:
> Determine the immediate destination of the spill/SSO (storm drain, water
body, ditch, etc.)
> Identify and request the necessary personnel and equipment to contain and
minimize the effects of the spill/SSO
> Take the appropriate, immediate action to contain the spill/SSO
3. Additional measures may be necessary to contain a prolonged spill/SSO. These
measures will be determined and implemented by the Supervisor.
4. Clean up of a spill/SSO will be prompt and thorough. The necessary measures will
be taken to eliminate any identifiable evidence of the spill/SSO.
> If possible, photos will be taken before and after clean up. Photos will be filed
with the spill/SSO report
> The affected area will be cleaned of any sewage and debris. All materials
collected will be properly disposed of
> The area will be secured to prevent public contact, until the affected area has
been thoroughly cleaned
> The spill/SSO site should be disinfected and deodorized, if appropriate
> If spill/SSO has affected a surface water body, the NC DWR Washington
Regional Office will be contacted for specific instructions.
D. Overflow Reporting
A written report to the NC DWR Washington Regional Office is required within five
days. The Supervisor will complete the required reports and submit them to the NC
DWR Washington Regional Office. Additional reporting requirements to the public
may be required based upon volume discharged.

For accurate reporting purposes, system personnel should gather the following
information:
> Determine if the spill/SSO has affected any surface water bodies
> Estimate the start time of the of the spill/SSO:
o Date/time reported and confirmed by system personnel
o Visual observations
> Estimate the stop time of the spill/SSO:
o Date/time the blockage or equipment malfunction has been corrected
o Date/time system personnel arrived onsite, if spill/SSO stopped before
system personnel arrived
> Visual Observations
o Estimate the flow rate of the spill/SSO
o Estimate the volume of the spill/SSO
o Take photos for documentation
o Assess damage to public and private property (System personnel will
not enter private property to assess damage, unless authorized by the
Supervisor)
E. Customer Satisfaction
To ensure good public relations and customer satisfaction, the appropriate system
personnel will follow up with the reporting party. This follow up will include either
a personal visit or telephone call. The Supervisor will determine the information to
be disclosed to the reporting party.

IV. SORP Maintenance
This Sanitary Sewer Overflow Response Plan will reviewed annually.
Amendments may include:
➢ Changes in procedure
➢ Changes in contact personnel
➢ Changes due to regulatory requirements
V. Appendices
Appendix A — Contact Phone Numbers
Appendix B — Equipment List and Spare Parts Inventory

Appendix A
CONTACTS
Division of Emergency Management
800-858-0368
Contact / Affiliation
Brandon Mills/Town of River Bend PW Director
Delane Jackson/Town of River Bend Manger
John Kirkland/ Town of River Bend Mayor
Freddie Hudson/Godwin Pumps
Ray Brown / Electrician
Avolis Engineering
Washington Regional Office
The Sunjournal/Newspaper
Hardy Construction — Edwin Hardy
Hardy Construction — Sammy Hardy
910/872-3882
252/638-3870
Cell: 919/422-8155
910/383-1106
252/229-2319
252/633-0068
919/736-7630
252/638-8101
252/747-3883
252/560-8539
Jerry Pearson/Pearson Pump Co 919/734-4267
Cell: 919/580-5507
Appendix B
Phone
252/617-2893 [e-mail]
[e-mail]
[e-mail]
Email

Equipment List and
Materials
Location and Materials
Public Works Bld.
6' Portable Pump
Discharge Hose/Suction Hose
Barricades, Signs, Cones
Pipe
Pipe Fittings/Repair Clamps
Hand Tools
Gravel Pile
PS Electrical Parts
PS Spare Pumps

VI.4
Town of River Bend
Pump Station Contingency Plan
WQCS00216
The Town of River Bend operates and maintains eleven (8) duplex pump stations. In the case of pump
station failure, the following steps will be taken:
• Type of failure will be determined: Mechanical or Electrical
• Electrical Failure
> Pump stations #1, #2, #3, #5, #6, #8, have permanent generators.
➢ Pumps stations #4, #7, #4 have a hookup for a portable generator
> Spare parts — fuses, breakers, alternators, relays, etc — are available for the more common
failures.
> Electrical contractor will be called as needed.
• Mechanical Failure
> Pump will be inspected to check for blockages
> Control floats will be checked
> Bypass pumping connections are installed at all pump stations. The Town has three
portable pumps.
• Pump Failure
> If pump cannot be made operational on -site:
■ Pumps will be sent to pump/motor repair shop or pump repair company will be
contacted for on -site repair.
• If both pumps in the pump station fail or if the remaining pump cannot maintain the water level:
➢ The Town's will install a backup pump while other is getting repaired.
> A septage hauling company will be contacted to pump out the pump station wet well as
needed.
➢ Bypass pumps are available as needed.
➢ Spare pumps are available as needed.

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SL206
SL7
626.4
F
,
4
6588.9
T
.
VC

Map
Object Type
Object ID
Location
From
To
Length
Force
6
SL
48
Pierpoint
GO
end
283.3
SC
49
Pierpoint
67
68
1107
5L
74
Pierpoint
67
P53
193
5L
. 75
Pierpoint
PS3
69
330.9
SL
71
Pierpoint
69
74
221.3
SL
202
Pierpoint
74
end
355.5
SL
70
Pierpoint 1
74
73
220.3
SL
69
Pierpoint / f
73
end
63.5
'
SL
68
Pierpoint
73
75
288.6
SL
67
Pierpoint
71
72
115'1
SL
73
Pierpoint
K
71
70
121.5 �
_
5L
72
Pierpoint
70
69
121.8
'
2424'G
-
-
|
`
,
---
-
/
)
'
~
,
-
-
_
_
+
-
-

Map
Object Type
Object ID
Location
From
To
Length
Force
7
SL
173
Plantation
end
SL173
57
505.4
SL
_
199
Plantation
SL200
62.1
SL
200
Plantation
SL199
SL201
177.1
SL
201
Plantation
SL200
end
63.7
SL
176
Harbour Walk
57
58
266.3
SL
175
Harbour Walk
58
59
96.8
SL
174
Harbour Walk
59
SL172
335.6
SL
172
Plantation
57
63
355.2
SL
171
Quarterdeck
63
64
99.5
SL
170
Quarterdeck
64
65
108.4
SL
167
Quarterdeck
65
PS5
63.1
SL
93
Quarterdeck
61
60
238.2
SL
197
Quarterdeck
PS5
61
52.8
SL
190
Quarterdeck
PS5
61
SL168
204.3
F
SL
166
Quarterdeck
62
143.2
SL
_ 164
_ Quarterdeck
96
97
193.8
SL
163
Quarterdeck
97
end
87.8
SL
191
Quarterdeck
62
96
95.2
114.7
_
SL
161
Quarterdeck
SL162
end
SL
160
Quarteedeck
SL162
end
115
SL
162
Quarterdeck
SL161
95
228.1
SL
165
Quarterdeck
95 '
96
335.4
SL
159
Quarterdeck"
95
98
99
348.9
SL
158
Quarterdeck
end
90.8
SL
157
Quarterdeck
98
99
94
'91
99
21'8.8
SL
156
Quarterdeck
94
246.9
SL
155
Quarterdeck
91
205.1
SL
154
_
Quarte'rdeck
92
239.9
SL
153
Quarterdeck
'92
93
242.8
SL
152
•Quarterdeck
91
90
3'64:9
SL
151
Quarterdeck
'89
SL169
206.1
SL
169
Quarterdeck
SL169
88
202.4
SL
150
Quarterdeck
88
66'
185.7
SL
149
Quarterdeck
66
100
210
SL
168
Plantation
SL 190
SL120
1056.7
F
SL
108
Plantation
100
103
127.6
7888.3
A_IiNi
.r
Si. ilt4.°111--
1
54
V
fvc,

Map
Object Type
Object ID
Location
From
4, To
Length
Force
F
_
8
5L
36
Raft
SL57
'114
499.2
SL
80
Raft
114
112
129.6
51
82
Raft
112
111
292.1
SL
81
Sextant
112
113
183.6
SL
79
Channel Run
111
SL78
206.9
SL
78
Boatswain
SL79
108
245.6
SL -
76
Captains
108
109
141
5L
I 77
Boatswain
108
110
234.4
SL
105
Portside
107
106
360.6
5L
104
Channel Run
106
105
396.3
51
103
Channel Run
105
104
185.9
5(
109
Plantation
104
103
247.8
5L
107
Sailors
103
101
211.5
5L
106
101 _
Sailors
101
102
138.6
_
SL
Plantation
104
_
136
318
SL
99
Clipper
136
_
137
199.9
SL
100
Starboard
PS6
136
206.6
SL
110
Starboard
116
-PS6
54.9
I
SL
122
Starboard
1136
PS6
169.E
SL
83
Channel Run
111
115
182.8
SL
84
Starboard
115
5L85
310.8
Si_
85
Starboard
SL84
116
245
SL
86
Starboard
116
S1_87
201.9
SL
87
Seafarers
5L86
120
190.3
SL
102
Plantation J
136
135
296.5
Si_
121
Plantation
136
150
1342.2
F
SL
111
Plantation
135
149
300.1
5L
88
Seafarers
120
119
276.6
SL
98
Channel Run
119
121
180.4
SL
95
Bowline
121
122
216.5
SL
96
Lantern
122
123
101.5
_
SL
94
Bowline
122
124
209.8
SL
92
Bowline
124
125
168.3
SL
90
o
BkIiine
126
125
195.3
SL
91
Commanders
127
125
160.9
SL
89
Channel Run
117
118
361.2
SL
97
Channel Run
115
117
162.3
9524.8
,

Map
Object Type
Object ID
Location
From
To
Length
Force
9
SL
115
Channel Run
121
128
267.4
SL
116
Pilot
128
129
147.4
SL
117
Channel Run
128
131
132
130
115.3
SL
119
Mariners
132
265.7
SL
118
Mariners
133
194.4
SL
114
Channel Run
131
134
114.7
SL
113
Channel Run
134
149
91.3
SL
.112
Plantation
149
148
299.2
SL
123
Plantation
148
146
267.3
SL
124
Knotline
146
147
291.4
SL
132
Plantation
146
150
205.5
SL
125
_
Outrigger
142
145
348.3
SL
126
Nautical
141
142
195.8
SL
127
Outrigger -
Outrigger
142
143
239.9
SL
128 _
143 _
141
_ 144
248.3
SL
129
Plantation
140
395.8
SL
133
Plantation
150
141
400.3
4088
;,
, Tr

Map
Object Type
SL
Object ID
130
131
135
Location
Plantation
From
140
To
Length
Force
10
139
281.8
SL
Gull Pointe
139
138
210.3
SL
Gull Pointe
135
PS7
235.3
SL
134
Gull Pointe
PS7
WWTP
406.5
F
SL
136
Gull Pointe
PS7
SL137
132.4
SL
137
Gull Pointe
SL136
SL146
275.7
SL
146
Teakwood
SL144
152
153
152
SL137
199
SL
144
Teakwood
153
244.3
SL
145
Teakwood
end
118.8
SL
143
Teakwood
151
255.2
SL
147
Plantation _
_
151
SL148
321.8
SL
148
Plantation
SL147
end
363.5
SL
138
Sandpiper
SL146
154
211.7
SL
139
Sandpiper
154
SL140
345.1
SL
140
Gangplank
SL139
SL141
425.9
SL
141
Gangplank
SL140
155
155
205.8
SL
142
Gangplank
end
142.8
4375.9
Tote Length 52666.20
k
Need to Inpect 5,567 feet per year
,155 ,
P r\J ol—
rYc:3.;-�
c,' I
eP
.