WQCS00277_Renewal (Application)_20180207

North Carolina Department of Environmental Quality
Roy Cooper
Governor
February 7, 2018
MEMORANDUM
TO. Tom Tharrington, Wilmington Regional Office
FROM: Steve Lewis, PERCS Unit
Subject: Ocean Isle Beach Renewal Application Package
Permit Number: WQCS00277
Michael S Regan
Secretary
The subject collection system permit renewal was received by the central office on January 27,
2018.
A copy of the collection system application package is attached for your records and comments. If
possible, please relay any questions, comments or additional information requests you have to the
permit application reviewer, Steve Lewis [919-807-6308 or [e-mail]].
Enclosures: application package
Cc: PERCS file (electronic)
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location 512 N Salisbury St Raleigh, North Carolina 27604
Phone, 919-807-63001 FAX [phone]
Internet www ncwaterouality =
An Equal Opportunity 1 Affirmative Action Employer

®cea n isle
B E A C H
RECEIVEWDENR/DwR
JAN n 2018
Water Resource
1) Application s
Permitting Section
2) 2) Pump Station List
3) High Priority Lines List
4) Annual Budget for Collection System (Updated and Approved)
5) Capital Improvement Plan (Updated and Approved)
6) Response Action Plan
7) Contingency Plan
8) Note any potential compliance issues
Enclosed: 2 — CD's with Comprehensive Collection System Maps
TOWN OF OCEAN ISLE BEACH/ 3W. THIRD STREET/ OCEAN ISLE BEACH, NC 28469
[phone] / FAX [phone] / WWW.OIBGOV COM

DWR_,_�_
`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 .01009 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 -wade 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 cony of the application and supporting documentation.
A. Cover Letter
® Subnnt 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-Dischar eg Fees
C. System -Wide Wastewater Collection System (FORM: CSA 04-16) Application:
® Subnut the completed and appropriately executed System -wide Wastewater Collection System (FORM CSA 04-
16) application. Any unauthorized content changes to tlus 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 Pnvately-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 francluse has been received and that the service area is contiguous to an existing franclused 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(b). Per 15A NCAC 02T .0106(c), an alternate person maybe 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

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
E. Summary of Attachments Required:
®
Instruction A:
Cover Letter
®
Instruction C:
Application
❑
Instruction C:
Ownership Documentation (i.e. CPCN) (If necessary)
❑
Instruction D:
Delegation Letter (If necessary for signing official)
®
Section IV.3
Pump Station List
®
Section IVA
High Priority Lines List
®
Section VA
Annual Budget for Collection System (Updated and Approved)
®
Section V.6
Capital Improvement Plan (Updated and Approved)
®
Section VI.2
Response Action Plan
®
Section VIA
Contingency Plan
®
Section VI.6
Comprehensive Collection System Map
®
Section VII
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 Ocean Isle Beach
2 Facility Information Name Town of Ocean Isle Beach Collection System Pernut No WQCS00277
3 Applicant type ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other -
4 Signature authority's name Daisy Ivey per 15A NCAC 02T 0106(b)
Title Town Administrator
5 Applicant's mailing address 3 West Third St
City Town of Ocean Isle Beach State NC Zip 28469-
6 Applicant's contact information:
Phone number [phone] Fax number 910) 579-8804 Email address daisy@oibgov com
II. CONTACT/CONSULTANT INFORMATION:
1 Contact Name Robert Hardv
2 Title/Affiliation Public Services Director
3 Contact's mailing address 3 West Third St
4 City Ocean Isle Beach State NC Zip 28469-
5 Contact's information
Phone number (9l 0) 579-3469 Fax number [phone] Email address bobbyh@oibgov com
III. GENERAL REQUIREMENTS:
1 New Permit or Premit Renewal? ❑ New ® Renewal
2 County System is located in Brunswick County
3 Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system
Owner(s) & Name(s) Brunswick Countv
4 WWTF Permit Number(s) W00006085
5 What is the wastewater type? 100 % Domestic or 0 % Industrial (See 15A NCAC 02T 0103(20))
�j Is there a Pretreatment Program in effect? ❑ Yes or ® No
6 Wastewater flow 324 MGD (Current average flow of wastewater generated by collection system)
7 Combined permitted flow of all treatment plants. Unlmnted MGD through Town's contract with Brunswick County It's
stated that they are to provide us with any future needs.
8 Explain how the wastewater flow was determined ❑ 15A NCAC 02T 0114 or ® Representative Data
KROHNE Meter reading from 01/01/17 @ 12 00 am through 12/31/17 @ 11.59 pm divided by 365 days
9 Population served by the collection system 7,500
IV. COLLECTION SYSTEM INFORMATION:
APPLICATION CSA 04-16 Page 3 of
5

1 Line Lengths for Collection System
2
Sewer Line Description
Length
Gravity Sewer
17 (miles)
Force Main
10 miles
Vacuum Sewer
miles
Pressure Sewer
(miles)
Pump Stations for Collection System
Pump Station Type
Number
Simplex Pump Stations(Serving Single Building)
0
Simplex Pump Stations (Serving Multiple Buildings)
0
Duplex Pump Stations
37
3 Submit a list of all mayor (i a 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 Imes 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 a 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
Daisy Ivey is our Town Administrator Robert Hardy is the Public Services Director and ORC who schedules work
according to level of importance Robert Becker is backup ORC and Crew Leader who supervises maintenance and
installation of taps
2 Indicate the current designated collection system operators for the collection system per 15A NCAC 08G 0201
Main ORC Name Robert T Hardy Jr
Certification Number CS -999502
Back -Up ORC Name Robert G Becker
Certification Number CS- 999518
Seethe "WQCS Contacts and ORC Report' for a current hstmg of the ORC(s) the Division has on file for WQCS permit
3 Approximate annual budget for collection system only $ 1,206,607
4 Submit a copy of your current annual budget.
5 Approximate capital improvement budge for the collection system only: $ 358,000
We budgeted $166,000 this year for spare pumps and new generator disconnects along with several station rehabs
6 Submit a copy of your current capital improvement plan.
7 Is this collection system currently a satellite system ® Yes or ❑ No
APPLICATION CSA 04-16 Page 4 of
5

8 Do any satellite systems discharge to this collection system ❑ Yes or ® 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
VI. COLLECTION SYSTEM COMPLIANCE:
1 Is a Response Action Plan currently in place ® 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? ® 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? ® 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
Current
Comphance9
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to mspect/enforce
® Yes ❑ No
12 — 18 mo
I(5) — Grease inspection and enforcement program
® Yes ❑ No
12 — 18 mo
I(6) — Three to five year current Capital Improvement Plan
® Yes ❑ No
12 —18 mo
I(8) — Pump station contingency plan
® Yes ❑ No
3 mo
I(9) — Pump station identification signs
® Yes ❑ No
3 mo
I(11) — Functional and conspicuous audible and visual alarms
® Yes ❑ No
3 — 6 mo
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2" pump is
the spare if pump reliability is met)
® Yes ❑ No
6 — 9 mo
II(7) — Accessible right-of-ways and easements
® Yes ❑ No
6 —12 mo
II(9) — Response action plan with Items 9 (a — h)
® Yes ❑ No
3 mo
III(3) — Comprehensive collection system map
® Yes ❑ No
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):
APPLICATION CSA 04-16 Page 5 of
5

I, Daisy Ivey
(Signature Authority's Name & Title from Item I 4)
attest that this application for Town of Ocean Isle Beach
(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
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 ciu enalties up to ,000 per violation
Signature Date 01/22/2018
APPLICATION CSA 04-16 Page 6 of
5

Puma Station ID
X
Y
Longitude
Latitude
Street
Address
NLS
E W
W-5
2160494.22514000000
47065 87981720000
78° 28' 16.765" W
BY 52'41293" N
Ocean Isle West Blvd
63
33
8781369487475
-78 47132368
W-6
2162056
49231000000
48528 85738510000
78'27'58 146" W
33' 52'55 680" N
Sandpiper Dr
37
33
8821334467052
-78 46615167
W-4
2162571.91528000000
48052 13664150000
78` 27'52 064" W
33° 52'50 938" N
W Second St
415
33
8808160488788
-78 46446226
W-3
2164808
01818000000
48874 81485100000
78°27'25 493" W
33°52'58 955" N
W Second St
304
33
8830429506093
-78 45708151
W-2
2166742
98220000000
49470 01007080000
78° 27'2 508" W
33° 53'4 736" N
Driftwood Dr
3
33
8846489782191
-78 45069654
W -2A
2165909
35034000000
49336 28705000000
78° 27'12 403" W
33° 53'3 459" N
W Second St
258
33
8842942218048
-78 45344515
E-13
2174583
77468000000
52804 58056530000
78° 25'29 292" W
33° 53'37 279" N
Union St
25
33
8936885613896
-78 42480343
E-14
2174932
19512000000
52909 01907890000
78° 25'25 153" W
33° 53'38 292" N
Raeford St
25
33
8939699497659
-78 42365353
E-15
2175285
73448000000
53012 60487370000
78° 25'20 952" W
33° 53'39.296" N
Dare St
25
33
8942489024239
-78 42248677
E-16
2175633.89415000000
53122 14275090000
78° 25'16.815" W
33° 53'40 359" N
Pender
25
33
8945442829351
-78 42133761
E-18
2176286
49535000000
52441 70301700000
78° 25'9 122" W
33° 53'33 592" N
E Second St
202
33
8926643313157
-78 41920065
E-17
2175987
01889000000
53227 63738440000
78° 25'12 620" W
33° 53'41382" N
Leland St
25
33
8948284640452
-78.42017217
E-19
2176343.85048000000
53343 76623160000
78° 25'8 379" W
33'53'42 510" N
Moore St
25
33
8951417912368
-78 41899429
E-20
2176695
89302000000
53456 93272790000
78° 25'4 196" W
33' 53'43 609" N
Cumberland St
25
33
8954470450218
-78 41783225
E-21
2177037
95979000000
53562 73767800000
78° 25'0 132" W
33° 53'44 636" N
Goldsboro St
25
33
8957322229824
-784167032
E-22
2177384
43358000000
53664 09519030000
78° 24'56 015" W
33° 53'45 618" N
Lee St
25
33
8960050998112
-78 41555972
E-23
2178404
09639000000
53101 69053460000
78°24'43 960" W
33°53'39 996" N
E Second St
282
33
8944433750238
-78 41221122
E-24
2181042
38796000000
53789 63784610000
78°24'12 619" W
BY 53'46 645" N
E Second St
380
33
896290243701
-78 40350541
W-7
2163247
17220000000
49152 67345140000
78° 27'43 986" W
33° 53'1787" N
Via Soundside
136
33
883829698368
-78 46221826
N-1
2169950
47802000000
5481177014740000
78'26'24 112" W
33° 53'57 394" N
Causeway Dr
101
33.8992760252728
-78440031
S-1
2170475
91196000000
52148 12387780000
78°26'18 058" W
33°53'31 019" N
Causeway Dr
43
33
8919495982011
-78 43834945
W-1
2167879
20152000000
49552 22313000000
78° 26'49 027" W
33° 53'5 487" N
W First St
123
33
8848575223229
-78 44695205
E-4
2171948
54455000000
52754 62088330000
78" 26'0 551" W
33° 53'36 935" N
Fairmont St
62
33
8935929344512
-78 43348641
E-5
2172355
94341000000
52687 17003200000
78° 25'55.724" W
33° 53'36 244" N
Wilmington St
54
33
8934012205387
-78 43214546
E-6
217268135609000000
52745 73904610000
78" 25'51860" W
BY 53'36 805" N
Concord St
51
33
8935570174595
-78 43107226
E-7
2173478
85301000000
53559 64624590000
78° 25'42 346" W
33" 53'44 810" N
Craven St
31
33
8957806095677
-78 42842939
E-8
2173157
18891000000
52431.22005010000
78" 25'46 238" W
33° 53'33 667" N
Richmond St
27
33
892685386067
-78 42951053
E-2
2171221
54819000000
52618 85342320000
78° 26' 9 183" W
33° 53'35 633" N
Launnburg St
66
33
8932312932804
-78 43588411
E-3
2171577
75653000000
52718 07392270000
78'26'4 951" W
33° 53'36.594" N
Monroe St
66
33
8934983305246
-78 43470869
E-9
2173544
89831000000
52449 81688560000
78' 25'41638" W
33° 53'33 829" N
Scotland St.
23
33
8927303515844
-78 42823285
E-11
2174229
00448000000
5180175830630000
78° 25'33 569" W
33° 53'27.380" N
E Second St
124
33
890938990001
-78.42599136
E-10
2173838.03153000000
52717 56281290000
78° 25'38 143" W
33'53'36 461" N
Newport St
29
33
8934613301773
-78 42726201
E-12
2174218
40677000000
52758 43725690000
78° 25'33 629" W
33° 53'36 843" N
Anson St
27
33
8935675949283
-78 42600805
E-1
2171625
25457000000
51066 76892670000
78° 26'4 499" W
33° 53'20 258" N
E. Second St
21
33
8889606927714
-78 43458319
E-26
2184251
91126000000
55564.14207060000
78° 23'34 423" W
33° 54'4 004" N
E Seventh St
444
33
9011121639173
-78 39289525
E-27
2183190
53853000000
54964 49759150000
78° 23'47 056" W
33° 53'58 137" N
E Fifth St
420
33
8994824473969
-78 39640437
E-25
2183885
36042000000
54808 22949500000
78° 23'38 826" W
33° 53'56 549" N
Shallotte Blvd
124
33
8990414777489
-783941182
' All stations ar equipped with audible and visival alarms as well as extensive capabilities through our advanced SCADA system

ATTACHMENT A FOR CONDITION V(4)
TOWN OF OCEAN ISLE BEACH
1) 10" gravity PVC line approximately 266 linear feet at a slope of 0.15% on
Charlotte Street between East Second and East Third Streets. Permit is
attached.

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Daisy Ivey, Town Administrator
Town of Ocean Isle Beach
3 West Third Street
Ocean Isle Beach, NC 28469
Dear Ms. Ivey.
March 24, 2006
William G Ross, Jr, Secretary
Alan W Klimek, P E, Director
Subject Permit No WQ0005846 MODIFICATION
Town of Ocean Isle Beach
East End Sewer Addition
Wastewater Collection System Extension
Brunswick County
In accordance with your application received January 10, 2006, we are forwarding
herewith Permit No WQ0005846, dated March 24, 2006, to the Town of Ocean Isle Beach for
the construction and operation of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, shall void Permit No.
WQ0005846 issued October 21, 2005, and shall be subject to the conditions and limitations as
specified therein This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference
This modification is an approval for a requested slope variance to allow a sewer line
installed as part of an emergency relocation due to heavy beach erosion along East 2nd Street
to remain as installed.
Please pay particular attention to Condition 15 regarding the approved slope variance
and the line's designation as "high-priority" which requires a documented inspection and/or
cleaning at least every six months.
Please pay particular attention to the following standard conditions that are contained
in this permit
Condition 3. Requires that the wastewater collection facilities be properly operated
and maintained in accordance with 15A NCAC 2H .0227 or any individual
system -wide collection system permit issued to the Permittee.
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405 One
Phone [phone] / FAX [phone] NorthCarolina
Internet h2o enr state nc us Nativr4if
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Town of Ocean Isle Beach
WQ0005846
Page 2
Condition 9 Regarding the installation of gravity sewer at greater than ten percent
below the minimum required slope per the Division's Gravity Sewer
Minimum Design Criteria shall not be acceptable and shall not be
certified until corrected.
Condition 12 Regarding Division notification should the system fail to operate including
the loss of wastewater from the collection system In addition, note Permit
Condition 13 regarding the posting of pump stations with emergency
contact information
Permitting of this project does not constitute an acceptance of any part of the project
that does not meet 15A NCAC 2H 0200, the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by the North Carolina -licensed Professional Engineer
named in the application It shall be the Permittee's responsibility to ensure that the as -
constructed project meets the appropriate design criteria and rules Failure to comply may
result in penalties in accordance with North Carolina General Statute § 143-215 6A through
§ 143-215 6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina-licersed Professional Engineer to the licensing board
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is
hereby granted to the Town of Ocean Isle Beach for the operation of approximately 266 linear
feet of 10 -inch gravity sewer installed at a slope of 0 15% (0.28% required for 10 -inch) to serve
existing connections as part of the Charlotte Street Sewer Relocation project with no additional
discharge of collected domestic wastewater into the Town of Ocean Isle Beach's existing
sewerage system, pursuant to the modification application received January 10, 2006 and in
conformity with 15A NCAC 2H .0200, the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, and
other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit;
October 21, 2005 Modification
Permitted the construction and operation of approximately 266 linear feet of 10 -inch gravity
sewer along Charlotte Street between East 2nd Street and East 31d Street to allow continued
service to the residential units affected by severe erosion in the area that compromised the
existing system pursuant to the application received October 11, 2005 it included a reduction
of approximately 885 linear feet of 8 -inch gravity sewer that was abandoned along East 2nd
Street between Charlotte Street and Shallotte Boulevard, as well as, a section along Shallotte
Boulevard The Reaional Office orovided verbal authorization to the Town to beain this activity
rior to its submittal of the application

(� SEWER FUND
REVENUE
ACCOUNT NUMBER
30-3120-1000
30-3130-1000
30-3130-1500
30-3130-2000
30-3160-0000
30-3240-0000
TOTAL
DESCRIPTION
SEWER REVENUE
ADDITIONAL TAP -ONS (NEW)
IMPACT FEES
SALE OF FIXED ASSETS
INTEREST -EARNINGS
SALES TAX REFUND
BUDGET
1,156,657.00
13,500.00
26,250.00
2,500.00
200.00
7,500.00
11206,607.00

SEWER ADMINISTRATION
EXPENDITURE
ACCOUNT NUMBER
30-4100-1910
30-4100-1920
30-4100-2600
30-4100-3210
30-4100-3250
30-4100-3300
30-4100-3990
30-4100-4990
TOTAL
DESCRIPTION
BUDGET
AUDIT
11000.00
LEGAL FEES
5,000.00
OFFICE SUPPLIES
2,000.00
PHONE -SEWER ADMIN
1,500.00
POSTAGE
4,000.00
DUES AND SUBSCRIPTIONS
250.00
MAINT & CONTRACTED SERV
7,272.00
MISCELLANEOUS
250.00
21,272.00

SEWER OPERATIONS
EXPENDITURE
ACCOUNT NUMBER
DESCRIPTION
BUDGET
30-4200-1210
SALARIES & WAGES
101,259.00
30-4200-1800
TOWN 401K EMPLOYER CONT
4,932.00
30-4200-1810
FICA TAXES
7,747.00
30-4200-1815
UI TAX EXPENSE
100.00
30-4200-1820
RETIREMENT
7,666.00
30-4200-1830
INSURANCE BENEFITS
13,427.00
30-4200-1860
WORKER'S COMP INSURANCE
5,000.00
30-4200-2400
REPAIRS & MAINTENANCE TO BLDGS.
1,500.00
30-4200-2510
MAT,SUPPLIES,CHEM(COLLECTION
65,000.00
30-4200-2530
EQUIPMENT INSURANCE
750.00
30-4200-2550
INSURANCE -REAL & PERSONAL
12,500.00
30-4200-2600
SAFETY SUPPLIES/TRAINING PROGRAMS
1,500.00
30-4200-2650
SALE OF PROPERTY- FEES
1,000.00
30-4200-2900
UNIFORMS
2,500.00
30-4200-3000
PERMITS/OPERATOR LICENSE FEES
1,800.00
30-4200-3110
TRAINING REG EXPENSE
1,500.00
t
30-4200-3130
TRAVEL EXPENSE
2,000.00
30-4200-3210
PHONE- SEWER OPER. (LANDLINE/CELL)
6,500.00
30-4200-3220
UTILITIES
52,000.00
30-4200-3350
ENGINEERING CONTRACT
1,000.00
30-4200-3530
MAINT OF EQUIPMENT(COLLECTION)
77,000.00
30-4200-3980
CONTRACTED SERVICES(COLLECTION)
20,000.00
30-4200-4050
MEDICAL SERVICES
200.00
30-4200-4700
VEHICLE INSURANCE
3,000.00
30-4200-4800
VEHICLE MAINTENANCE & REPAIRS
2,500.00
30-4200-4850
VEHICLE GAS
4,000.00
30-4200-4900
DIESEL FUEL ON ROAD
1,800.00
30-4200-4990
MISCELLANEOUS
1,421.00
30-4200-5200
CAPITAL OUTLAY(COLLECTIONS)
1011333.00
30-4200-5400
SCADA SYSTEM - COLLECTIONS
15,800.00
TOTAL
516,735.00

DEBT SERVICE
EXPENDITURE
ACCOUNT NUMBER
30-4300-8000
30-4300-8500
TOTAL
DESCRIPTION BUDGET
BRUNSWICK CO -CAPITAL CHARGE WWTP 275,000.00
BRUNSWICK CO -TREATMENT FLOW 393,600.00
CHARGE
TOTAL SEWER FUND EXPENDITURES - $1,206,607.00
..: • Be /1

LEVEL A
�a110% TOWN OF OCEAN ISLE BEACH
CAPITAL IMPROVEMENTS PROGRAM
oceanisle CIP UPDATE FY 2015-2020
B E A C H
DEPARTMENT SUBMITTED BY DEPARTMENTAL PRIORITY
SEWER LARRY SELLERS MEDIUM
PROJECTTITLE TYPE OF PROJECT
1-Health/Safety/Welfare
TRUCK 2 - Maintenance/Replacement
XXX 3 - Existing Programs Expansion
4 - New Program
PROJECT DESCRIPTION: 2015 F-250 Ford pick-up utility body and crane
JUSTIFICATION: To transport all needed tools and the ability with the crane to remove sewer pumps from all pump stations except E-1
PROJECT ALTERNATIVES
Continue to work out of a standard pick-up truck and use back
hoe to pull pumps
I OPERATING IMPACT/OTHER COMMENTS
Annual operating impact is approximately $1000 00
CAPITAL COST BREAKDOWN 2015-16 2016-17 2017-18 2018-19 2019-20
Planning & Engineering $ - $ - $ $ - $ - $ -
Purchase 33,000
Construction - - - - - -
Equipment - - - - -
Contingency - - - - - - -
Other - - - - - -
Total Project Costs $ - $ 33,000 $ - $ - $ - $ - $ -
FUNDING SOURCE(S) 2015-16 2016-17 2017-18 2018-19 2019-20
General Fund - $ - $ - $ - $ - $ - $
GO Bonds
Grants
Installment Financing
Other - 33,000 - - - - -
Total Funding Sources $ - $ 33,000 $ - $ - $ - $ - $
TOTAL PROJECT COST: 1 $ 33,000
GG -4

LEVEL A
TOWN OF OCEAN ISLE BEACH
`— CAPITAL IMPROVEMENTS PROGRAM
ocean isle CIP UPDATE FY 2015-2020
B E A C H
DEPARTMENT SUBMITTED BY DEPARTMENTAL PRIORITY
SEWER LARRY SELLERS MEDIUM
PROJECT TITLE TYPE OF PROJECT
1-Health/Safety/Welfare
SEWER VAC TRUCK XXX 2 - Maintenance/Replacement
3 - Existing Programs Expansion
4 - New Program
PROJECT DESCRIPTION: Sterling/Vactor 1000 gallon vac truck single axle
JUSTIFICATION: Replace aging out sewer vac truck that the Town currently owns.
PROJECT ALTERNATIVES
OPERATING IMPACT/OTHER COMMENTS
Annual operating impact is approximately $2500 00
CAPITAL COST BREAKDOWN 2015-16 2016-17 2017-18 2018-19 2019-20
Planning & Engineering $ - $ - $ - $ - $ - $ -
Purchase 300,000
Construction - - - - - -
Equipment - - - - -
Contingency - - - - - - -
Other - - - - - - -
Total Project Costs $ - $ 300,000 $ - $ - $ - $ - $ -
FUNDING SOURCE(S) 2015-16 2016-17 2017-18 2018-19 2019-20
General Fund - $ - $ - $ - $ - $ - $ -
GO Bonds - - - - - - -
Grants - - - - - - -
Installment Financing - - - -
FOE her - 300,000 - - - - -
Total Funding Sources $ - $ 300,000 $ - $ - $ - $ - $ -
TOTAL PROJECT COST: 1 $ 300,000
GG -4

LEVEL A
y1 iCr� TOWN OF OCEAN ISLE BEACH
^—' CAPITAL IMPROVEMENTS PROGRAM
oceanisle CIP UPDATE FY 2015-2020
B E A C H
DEPARTMENT SUBMITTED BY DEPARTMENTAL PRIORITY
SEWER LARRY SELLERS MEDIUM
PROJECT TITLE TYPE OF PROJECT
1-Health/Safety/Welfare
TRUCK XXX 2 - Maintenance/Replacement
3 - Existing Programs Expansion
4 - New Program
PROJECT DESCRIPTION: Standard cab, long bed pick-up truck
JUSTIFICATION: Replace aged out 2008 pick-up currently in Sewer dept
PROJECT ALTERNATIVES
IN/A
OPERATING IMPACT/OTHER COMMENTS
Annual operating impact is approximately $1200 00
CAPITAL COST BREAKDOWN 2015-16 2016-17 2017-18 2018-19 2019-20
Planning & Engineering $ - $ - $ - $ - $ - $ _
Purchase - 25,000
Construction - - - - -
Equipment - - - - -
Contingency - - - - - - -
Other -
Total Project Costs $ - $ - $ - $ - $ - $ 25,000 $ -
FUNDING SOURCE(S) 2015-16 2016-17 2017-18 2018-19 2019-20
General Fund - $ - $ - $ - $ - $ - $ _
GO Bonds
Grants
Installment Financing - _ _ _
Other - - - - - 25,000 -
Total Funding Sources $ - $ - $ - $ - $ - $ 25,000 $ -
TOTAL PROJECT COST: 1 $ 25,000
GG - 4

Capital Improvement Plan
FUNDING SUMMARY
DIVISION DESCRIPTION PRIOR 2015-2016 2016-2017 2017-2018 2018-2019 2019-2020 TOTALS
USES:
GENERAL FUND
General Government
Management Information Systems
Public Facilities
Public Safety
Transportation
Parks and Recreation
Streets Division
Fleet Division
Environmental Services
Asset Maintenance
Vehicle/Equipment Replacements
ELECTRIC FUND
Electric/Tree Trimming
Vehicle/Equipment Replacements
TOTAL USES
SOURCES:
GENERAL FUND
Current G O Referendum - Estimated
Future G O Referendum - Estimated
Future Installment
Vehicles/Equipment Installment Purchase
Grant Funds - Awarded
Grant Funds - Future Application
Capital Reserve Funds
Downtown Municipal Service District
Historic Preservation Commission
Other Available Sources (Timing & Amounts TBD)
132,000
132,000
- 132,000 - - - 25,000 157,000
Beyond 2020
Memo Only
$ 1,132,700 $ 1,443,900 $ 1,458,400 $ 900,000 $ 970,000 $ 912,500 $ 6,817,500 $ -
- 515,000 224,500 663,500 429,050 190,500 2,022,550 -
$ 1,132,700 $ 2,090,900 $ 1,682,900 $ 1,563,500 $ 1,399,050 $ 1,128,000 $ 8,997,050 $ -
1,308,500
3,043,500
4,677,000
14,595,500
1,441,500
-
25,066,000
-
-
-
762,500
2,275,500
4,871,000
450,000
8,359,000
480,000
-
-
-
450,000
6,168,600
-
6,618,600
20,950,000
-
1,877,000
1,034,760
854,500
1,437,750
1,448,250
6,652,260
-
5,464,000
2,501,542
-
-
-
-
7,965,542
-
4,545,383
7,529,600
18,054,000
5,556,000
550,000
36,234,983
5,935,000
250,000
1,830,000
465,000
-
-
-
2,545,000
-
-
-
55,000
40,000
15,000
-
110,000
-
4,200
2,000
2,000
2,000
2,000
2,000
14,200
5,000
(7,026,700)
(13,667,425)
(14,525,860)
(36,271,500)
(19,491,850)
(2,425,250)
(93,408,585)
(27,370,000)
ELECTRIC FUND
Vehicles/Equipment Installment Purchase - 515,000 224,500 663,500 429,050 190,500 2,022,550 -
Pay As You Go - User Fees/Other Revenues/Reserves 1,132,700 1,443,900 1,458,400 900,000 970,000 912,500 6,817,500 -
TOTAL SOURCES $ 1,132,700 $ 2,090,900 $ 1,682,900 $ 1,563,500 $ 1,399,050 $ 1,128,000 $ 8,997,050 $ -
51Page

Section 2
Town Emergency Response Plan
The Town of Ocean Isle Beach developed an Emergency Response Plan to provide an
orderly and coordinated evacuation of the Town, as well as to address protection of the
public and property One critical element of this document addresses procedures for
protection of public utilities before, during, and after a hurricane event. Appendix 3 contains
the Public Utilities Emergency Procedure (PUEP), an excerpt from the Emergency Response
Plan. A review of this document leads to the conclusion that extensive and effective
measures are taken to protect the wastewater collection and pumping system, and the
surrounding environment during the most critical weather phenomenon that any beach
community will likely face.
Key elements of the PUEP before the event occurs include:
• Making sure all vehicles and equipment (including generators) are
staged, positioned, operational, and fueled before the event.
• Filling water tanks and closing valves at the base of the tanks.
i Closing valves at the three main water supply crossings
• Pump down all wastewater pump stations to "OFF" level and cut off
power to the stations.
Before allowing residents back on the island, all utilities are checked for damage and proper
operation. Any necessary repairs are made and the water and wastewater systems are
restored to normal operation.
The above procedures insure that no problems related to wastewater discharge to the
environment will occur except for those which are beyond man's reasonable control.

! Section 5
Emergency Generators and Pump & Haul Capabilities
The main wastewater pump station, E-1, has a permanent generator on-site with an
automatic transfer switch. Loss of normal (BEMC) power will initiate generator starting and
closing of the switch to transfer the power mode from BEMC supply to emergency generator
supply. The pump station in this "emergency" mode would perform as it does during normal
operations. A 14" force main from the main pump station discharges to a lagoon system at
the Brunswick County Wastewater Treatment Plant (WWTP) on the mainland, approximately
1 'h miles north of the AIWW. There are no intermediate wastewater structures/components
between the main pump station and the WWTP wherein there could be a failure resulting in
the loss of wastewater from the collection and pumping system to the environment outside of
force main breach.
The Town has five portable generators, each capable of supplying sufficient power to run any
of the 36 remaining pump stations (other than E-1) The Town has no record of incidences
where more than two portable generators were used to meet the power needs. This can be
viewed as a reasonable safety factor when comparing portable generator availability to need.
The Town also has one vacuum truck and can call on private contractors for these services
should the need arise With an extensive gravity sewer network, vacuumed -pumped
wastewater can be transferred from a disabled pump station to a manhole in another service
area within a matter of minutes. In the unlikely simultaneous event that no downstream pump
stations are operating, the vacuumed -pumped wastewater can be transported for discharge
to the WWTP. The most remote pump station from the WWTP is approximately 6 miles
away, representing an estimated travel time of 10 to 15 minutes The availability and use of
vacuum trucks minimizes the need for the use of portable generators
Appendix 4 provides a listing of key personnel in the five Town departments Eight key
personnel are shown for the Public Utilities Department. Other departments are available
should the need arise. (Note: Although preparation for a hurricane event may limit the
number of personnel available from other departments, issues related to wastewater
discharge to the environment are unlikely, except for those beyond reasonable control.)

' Section 8
Security of Wastewater Containment
Sections 1 through 7, with associated tables and figures, have collectively presented a strong
case that the Town of Ocean Isle Beach has gone to great lengths to insure proper operation
of its wastewater collection and pumping system There is very little risk of release of
domestic wastewater to the environment. The Utility Department's standards, practices, and
parameters for proper system operation are effective and admirable. The system is under
continuous monitoring Problems are detected within minutes if not within seconds, of
occurring, and the comprehensive data available expedites correct diagnoses of the problem,
leading to quick solutions. The system history and real time operational characteristics are
so well known that many potential problems are averted due to proactive measures.
Nonetheless, an extreme scenario is addressed herein to provide further assurance of
responsible and safe system operation. The characteristics of the scenario setting are as
follows -
0 2 hour loss of power to all pump stations
• peak hour of the year inflow rate during the 2 hour loss of power
• peak day of the year inflow rate following the 2 hour loss of power
Table 7 presents the estimated volume of gravity inflow that would accumulate at each pump
station with 2 -hours of inflow at the peak -hour rate. (The "extreme" nature of this event is
obvious since water usage, and subsequent inflow to the wastewater collection system would
decrease during a power outage event.) This table reveals that there is enough storage
capacity at each pump station to handle this volume of wastewater with no pumping
Table 8 addresses the time period that normal power is restored after the 2 -hour extreme
event This table shows the capability of each pump station to handle both the inflow at the
peak day rate and the inflow stored during the 2 -hour extreme event. The table also
provides an estimate of time required for each pump station to pump down to the OFF level
Although there are some relatively high time values (the highest one being at Pump Station
E-11), these values can be significantly reduced by use of the Town's five portable
generators during the normal power outage.

Aside from the extreme scenario presented above, the more likely occurrence of a pump
station failure is for one pump station to be disabled due to pump malfunction This event is
insignificant compared to the extreme scenario, and it appears reasonable the Town would
have no problem discovering such an event and responding expeditiously. As an example,
the SCADA system recently alerted the Town to an alarm condition at one of its duplex pump
stations. The maintenance personnel on-call traveled to the site, removed the pumps,
corrected the problem, replaced the pumps, and returned the pump station to normal
operation in less than 1 hour
Another more common scenario (rather than the extreme) would be the loss of power at one
or more pump stations. Up to five portable generators can be dispatched to the individual
pump stations of interest The generators can be positioned, connected, started/ramped-up,
and the manual transfer switch thrown within a matter of 15 to 30 minutes This is well within
the time that the storage for any of the pump stations would be exceeded As mentioned in
Section 5, a significant matter of historical record relative to the use of the portable
generators is the fact that Town personnel have no record of past need for use of more than
two portable generators at one time Also, as a matter of relevance, the distance between
the two most remote pump stations is less than 6 miles representing a maximum transfer
time of a portable generator from one pump station to another of approximately 10 - 15
minutes Of course, with five portable generators available, the distance of travel would be
much less than 6 miles, and the time for transport would be more on the order of 3 to 5
minutes.
Finally, another more common (rather than the extreme) potential occurrence of wastewater
collection and pumping system malfunction is a force main breach This problem is not as
easily detected by the SCADA system, though certain pump data (run times and/or pump
overheating due to running off the curve) can be indicators that there is such a problem. It is
likely that a report from Town staff or the public regarding a smell and/or breakout along a
force main route would alert the Utilities Department of a problem. In this event, the Utilities
Department would immediately disable the affected pump station (by SCADA and field
verifications) and send personnel to the site to repair the force main expeditiously During
the repair work, the Town's vacuum truck would serve the affected pump station for
collection of incoming wastewater and transport to a downstream manhole or to the WWTP.

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TABLE 8
OCEAN ISLE BEACH PUMP STATION PERFORMANCE FOLLOWING 2 -HOUR PERIOD WITH LOSS OF POWER TO ALL PUMP STATIONS DURING
PEAK DAY AND PEAK HOUR INFLOW
PS 1 D
• PRIORITY
RATING BY
FLOWRATE
EQUIVALENT # OF
GRAVITY AND
UPSTREAM
"PRESSURE FLOW'
LOTS SERVED
VOLUME OF
PEAK HOUR
GRAVITY INFLOW
OVER 2 -HOUR
PERIOD (Gal)
PUMPING
FLOWRATE
(GPM)
PEAK DAY
INFLOW RATE
(GPM)
NET PUMPING
FLOWRATE APPLIED
TO ACCUMULATED 2
HOUR GRAVITY
INFLOW (GPM)
TIME REQUIRED TO
PUMP DOWN THE
GRAVITY INFLOW
VOLUME STORED OVER
THE 2 -HOUR PERIODWITH NO POWER (MIN)
POSSIBLE MEANS TO REDUCE VOLUME STORED BY USE
OF PORTABLE GENERATORS AND/OR VACUUM -PUMPING
DURING 2 -HOUR POWER OUTAGE
E-1
1
'(N/A - PERMANENT GENERATOR)
W-1
2
1,563
14,227
850
305
545
26
Portable generator stationed here
W-4
3
770
22,324
450
150
300
74
Portable generator to alternate with W-5
E-23
4
829
11,466
450
162
288
40
Portable generator to alternate with W-24
E-24
5
554
12,355
350
108
242
51
Portable generator to alternate with E-23
E-18
6
1,342
7,862
350
262
88
89
Portable generator to alternate with E-11
E-11
7
1,755
7,114
350
342
8
945
Portable generator to alternate with E-18
W-2
8
319
9,313
120
62
56
161
Portable generator to alternate with W-3
W-5
9
207
9,688
120
40
80
122
Portable generator to alternate with W4
E-25
10
173
6,973
250
34
216
32
Pump dawn to be assisted by vacuum truck as necessary
W-3
11
940
7,956
350
183
167
48
Portable generator to alternate with W-2
E-6
12
132
3,229
350
26
324
10
W -2A
13
120
5,616
120
23
97
58
E-27
13
117
5,476
250
23
227
24
E-5
16
84
3,931
120
16
104
38
E-4
16
74
3,463
120
14
106
33
E-3
16
71
3,323
120
14
106
31
E-7
18
63
2,948
120
12
108
27
E-2
18
62
2,902
120
12
108
27
E-8
20
56
2,621
120
11
109
24
E-9
20
55
2,574
120
11
109
24
E-10
22
52
2,434
120
10
110
22
E-13
22
50
2,340
120
10
110
21
E-14
22
50
2,340
120
10
110
21
E-16
22
50
2,340
120
10
110
21
E-17
22
50
2,340
120
10
110
21
E-19
22
50
2,340
120
10
110
21
E-15
22
49
2,293
120
10
110
21
E-12
22
48
2,246
120
9
111
20
E-20
22
48
2,246
120
9
111
20
E-21
22
48
2,246
120
9
111
20
W-6
32
43
2,012
120
8
112
18
W-7
32
43
2,012
50
8
42
48
N-1
34
31
1,451
350
6
344
4
E-22
34
30
1,404
120
6
114
12
E-26
36
24
1,123
50
5
45
25
S-1
37
12
562
280
2
278
2
* Pump Station E-1 will be pumped down since It is served by an on-site generator with automatic transfer switch
Compass Pointe Engineering, PA DMC
Shaliolle, NC
9/28/13

THERE ARE NO
POTENTIAL
COMPLIANCE
ISSUES KNOWN
OF AT THIS
TIME.