WQCS00202_Renewal (Application)_20210611

Brunswick Regional
H9CO
Water and Sewer
June 7, 2021
NC Division of Water Quality
RECEIVED
Attn: PERCS Unit Supervisor SUN 1 1 �021
1617 Mail Service Center
Raleigh, NC 27699-1636 NCDEQ/DWR/NPDES
Re: Brunswick Regional Water&Sewer H2G0
Permit No: WQCS00202-Application for Renewal
WQCS00333-Transfer Renewal
Greetings,
In accordance with permit condition VI, 6 and 15A NCAC 2T.0109, please find enclosed renewal
application CSA 04-16 (original and copy) and two copies of the following attachments to complete the
application package for the above referenced permit. We have recently merged with the Town of
Leland WQCS00333 effective 5/6/2021 as such we are including the information for that renewal as
well. We have also included the Transfer Letter that was sent and approved to NCDWR.
• Instruction A—Cover Letter dated 05/10/2021
• Instruction C—Application CSA 04-16
• Section IV.3—Pump Station List
• Section IV.4—High Priority Lines
• Section V.4—Annual Budget for Collection System
• Section V.6—Capital Improvement Plan (reflected in Annual Budget)
• Section VI.2—SSO Emergency Response Plane (part of SSMP)
• Section VI.4—Pump Station Contingency Plan 9part of SSMP)
• Section Vl.6—Comprehensive Collection System Map (part of SSMP)
• Section Additional Information Transfer Lettter
If you have any questions regarding this application package or require additional information, please
feel free to contact me.
Sincerely.
Robert Walker
Executive Director
Brunswick Regional Water&Sewer, H2G0
PO BOX 2230 LELAND NC 28451 OFFICE 910-371-9949 FAX [phone]
516 VILLAGE RD LELAND NC 28451 www.nbsdonline.net

State of North Carolina
DWRDepartment of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTERWATER COLLECTION SYSTEMS
Division of Water Resources 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 copy 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 1.3 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 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: 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 IV.4 High Priority Lines List
• Section V.4 Annual Budget for Collection System (Updated and Approved)
• Section V.6 Capital Improvement Plan (Updated and Approved)
Section VI.2 Response Action Plan
❑ Section VI.4 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: By Courier/Special Delivery:
Attn: PERCS Unit Supervisor 512 N.SALISBURY ST.Suite 925
1617 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27604
RALEIGH,NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5

1. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc): Brunswick Regional Water&Sewer,H2GO
2. Facility Information: Name: Brunswick Regional Water&Sewer,H2GO
Collection System Permit No.: WQCS00202
3. Applicant type: ❑ Municipal ❑ State ❑ Privately-Owned Public Utility
❑County ® Other: Sanitary District
4. Signature authority's name:Robert Walker per 15A NCAC 02T.0106(b)
Title:Executive Director
5. Applicant's mailing address: PO BOX 2230
City: Leland State:NC Zip:28451-
6. Applicant's contact information:
Phone number: [phone] Fax number: [phone] Email address:[e-mail]
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 ® 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 Regional Water&Sewer H2GO owns and operates the Belville WWTP and Brunswick
County owns and operates Northeast Regional WWTP
4. WWTF Permit Number(s): Belville WWTP-NC0075540 and NE Brunswick Regional WWTP-NC0086819
5. What is the wastewater type? 100%Domestic or %Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect?❑Yes or®No
6. Wastewater flow: 1.712 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 2.875 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or® Representative Data
9. Population served by the collection system: 37340
IV. COLLECTION SYSTEM INFORMATION:
APPLICATION CSA 04-16 Page 3 of 5

1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 182(miles)
Force Main 56(miles)
Vacuum Sewer 0(miles)
Pressure Sewer 2.59(miles)
2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 190
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 92
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.
Brunswick Regional Water& Sewer H2GO is a sanitary district organized un GS 130A. An elected Board of Commissioners
is the governing authority. Stafff heirarchy includes an Executive Director;Utilities Director;Collections Superintendant and ORC:,
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Keith Gore Certification Number: 992590
Back-Up ORC Name: Jack Earley Certification Number: 1008435
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: $2,793,000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $9,699,900
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system❑Yes or®No
8. Do any satellite systems discharge to this collection system❑ Yes or®No(If yes complete table below)
APPLICATION CSA 04-16 Page 4 of 5
it - - -

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.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/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 2nd pump is ®Yes ❑No 6—9 mo.
the spare if pump reliability is met).
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):
NONE
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Robert Walker,Executive Director attest that this application for Brunswick Regional Water& Sewer,H2GO
APPLICATION CSA 04-16 Page 5 of 5

(Signature Authority's Name&Title from Item 1.4) (Facility name from Item 1.1)
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 civil penalties up to$25,0 0 per violation.
Signature: __ _ Date: 7 / --
APPLICATION CSA 04-16 Page 6 of 5

s
Section IV.3
Lift Station Name Brunswick County Address Alarm Type Pump Reliability Reliability Source Capacity(GPM)
1 Village Road 756 Village Road Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 480
2 Appleton Way 840 Appleton Way Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 80
3 Wayne 9789 Wayne Street NE Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 80
4 Sturgeon 9851 Sturgeon Drive Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 80
5 Sue Circle 9399 Sue Circle Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 80
6 Holly Hills 9660 Holly Hills Drive Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 180
7 Old Mill 9751 Old Mill Road Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 180
8 Lincoln School 1580 Lincoln Road NE Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 470
9 Eastbrook 9698 Madison Reach NE Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 80
10 Lake Forest 1027 Lake Norman Drive Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 375
11 North Lanvale 1197 Lanvale Road Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 180
12 South Lanvale 1001 Lanvale Road NE Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 180
13 Wedgewood 1044 Kings Bridge Road Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 190
14 Old Lanvale 205 Lanvale Road NE Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 180
15 Lanvale Forest 8557 Old Forest Drive NE Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 200
16 Old Fayetteville 985 Old Fayetteville Road Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 315
17 Glendale 2033 Laurel Oak Drive Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 98
18 Belville 238 Main Street Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 180
19 North of School 434 River Road SE Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 370
20 South of School 590 River Road Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 280
21 North Olde Towne 9822 Old Towne Wynd Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 80
22 South Olde Towne 10205 Olde Towne Wynd Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 180
23 Jackeys Creek 959 Jackeys Creek Lane Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 235
24 Highlands Shores 10208 Mariners Cove Ct Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 200
25 Crofters 1035 River Road Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 80
26 Creekside 10164 Creekside Drive Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 80
27 Egret Pointe 1016 Egret Nest Circle Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 80
28 Brunswick Cove 1480 River Road SE Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 180
29 Westport 1 120 Eric Court Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 510
30 Westport 2 825 Beach Walk Drive Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 545
31 Two Pines 630 Pine Branches Circle Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 400
32 Mallory Creek 199 Mallory Creek Place Dr Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 550
33 Blackwell 10150 Blackwell Road Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 180
34 Arbors 9537 Nighe Harbor Drive Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 400
35 Chappell Loop 9960 Chappell Loop Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 180
36 West Gate 1230 West Gate Drive Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 300
37 Ginger Lilly 1131 Spring Glenn Ct Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 330
38 Woodwind 2032 Woodwind Drive Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 130
39 New Waterford Way 26 Waterford Business Cntr Way Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 190
40 Grayson Park 1058 Lantern Way Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 210
41 Stoney Creek 110 Stoney Creek Lane Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 180
42 Juniper Creek 1138 Hidden Creek Drive NE Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 218
43 Mill Creek 980 Appleton Way NE Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 75

44 Compass Pointe 1 8110 Compass Pointe East Wynd Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 398
45 Seabrook 148 Buckeye Road Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 700
46 Compass Pointe 2 2325 Hickory Bottom Court NE Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 300
47 Carol Lynn 8026 Rachel Wynd Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 45
48 Hawthorne 404 Hawthorne Loop Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 100
49 Hawkswater 1 470 Esthwaite Dr Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 46
50 Sunrise Terrace 1000 Sunrise Terrace Dr Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 100
51 Hawkswater 2 701 Seathwaite Ln Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 56
52 Compass Pointe 3 2884 Andrew Jackson Hwy NE Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 180
53 Regional Lift Station 11 Collins Way Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 1261
54 Grayson Park 2 2650Longleaf Pines Circle Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 130
55 Future Future Future Future Future
56 Future Future Future Future Future
57 Grandiflora 1035 Gradniflora Drive Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 434
58 Cornerstone 1005 Cornerstone Drive Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 300
59 Timber 8900 Timber Lane Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 1160
60 Willow Pond 1165 Willow Pond Lane Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 117
61 Orchard 8691 Orchard Loop Road Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 115
62 Greensview 1231 Greensview Circle Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 112
63 K-Village 117-K Village Road Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 180
64 Royal Palm 2000 Royal Palm Way Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 195
65 Rampart 125 Rampart Drive Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 81
66 Old Fayetteville 2 164 Old Fayetteville Road Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 440
67 Olde Waterford 1501 Old Waterford Way Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 270
68 Baldwin 86 Baldwin Drive Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 20
69 Live Oak 100 Live Oak Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 39
70 Navassa Road 139 South Navassa Road Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 832
71 Lake 119 Lake Drive Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 50
72 Forrest Hills 151 Forrest Hills Drive Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 50
73 Pineharvest 2035 Pineharvest Drive Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 475
74 Low Country 1700 Low country Blvd Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 1500
75 Annsdale 2015 Annsdale Drive Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 141
76 Rice Gate 5000 Rice Gate Way Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 94
77 Stoney Wood 1010 Stoney Woods Lane Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 70
78 Wind Lake 2092 Wind Lake Way Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 85
79 Sleepy Oak 1238 Sleepy Oak Lane Audible,Visual,Telemetry Excellent Perm. GenSet, Portable Pump 550
80 Cape Fear National 1211 Cape Fear National Drive Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 450
81 Shelmore 2401 Shelmore Way Audible,Visual, Telemetry Excellent Perm. GenSet, Portable Pump 100
82 Smeads 3101 Smeades Drive Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 21
83 Broadhaven 3060 Broadhaven Drive Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 108
84 Kay Todd 996 Kay Todd Rd Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 372
85 Southern Pine 2119 Southern Pine Drive Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 67
86 Pungo 7120 Pungo Lake Court Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 75
87 S. Magnolia 2797 Southern Magnolia Drive Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 932
88 BF P9 FUTURE Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 63
89 Brunswick Village 1874 Brunswick Village Blvd Audible, Visual,Telemetry Excellent Perm. GenSet, Portable Pump 694

90 Clapboard 1037 Clapboard Lane Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 61
91 Old Town Creek 305 Old Town Creek Rd NE Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump FUTURE
92 Liberty Liberty Health Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump FUTURE
93 BF P3 FUTURE Audible, Visual, Telemetry Excellent Perm. GenSet, Portable Pump 0

. Seo44,.. V 1. '/
Section IV.3
Lift Station Name Brunswick County Address Power Outage Pump Failure Force Main Failure Response Upstream Stations to Monitor
1 Village Road 756 Village Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 2,43,3,4,6,5
2 Appleton Way 840 Appleton Way ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 43
3 Wayne 9789 Wayne Street NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
4 Sturgeon 9851 Sturgeon Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
5 Sue Circle 9399 Sue Circle ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
6 Holly Hills 9660 Holly Hills Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 5
7 Old Mill 9751 Old Mill Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul
8 Lincoln School 1580 Lincoln Road NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul 9,10,44,46
9 Eastbrook 9698 Madison Reach NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul
10 Lake Forest 1027 Lake Norman Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul
11 North Lanvale 1197 Lanvale Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul
12 South Lanvale 1001 Lanvale Road NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul
13 Wedgewood 1044 Kings Bridge Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul 12,15
14 Old Lanvale 205 Lanvale Road NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 12,13,15
15 Lanvale Forest 8557 Old Forest Drive NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 12
16 Old Fayetteville 985 Old Fayetteville Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 42,11
17 Glendale 2033 Laurel Oak Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
18 Belville 238 Main Street ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
19 North of School 434 River Road SE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 18
20 South of School 590 River Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 22,23,24,25,26,28
21 North Olde Towne 9822 Old Towne Wynd ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
22 South Olde Towne 10205 Olde Towne Wynd ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
23 Jackeys Creek 959 Jackeys Creek Lane ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
24 Highlands Shores 10208 Mariners Cove Ct ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
25 Crofters 1035 River Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
26 Creekside 10164 Creekside Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
27 Egret Pointe 1016 Egret Nest Circle ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
28 Brunswick Cove 1480 River Road SE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
29 Westport 1 120 Eric Court ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 27
30 Westport 2 825 Beach Walk Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
31 Two Pines 630 Pine Branches Circle ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
32 Mallory Creek 199 Mallory Creek Place Dr ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
33 Blackwell 10150 Blackwell Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
34 Arbors 9537 Nighe Harbor Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 21
35 Chappell Loop 9960 Chappell Loop ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 33
36 West Gate 1230 West Gate Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
37 Ginger Lilly 1131 Spring Glenn Ct ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 38,39
38 Woodwind 2032 Woodwind Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
39 New Waterford Way 26 Waterford Business Cntr Way ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
40 Grayson Park 1058 Lantern Way ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 54
41 Stoney Creek 110 Stoney Creek Lane ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
42 Juniper Creek 1138 Hidden Creek Drive NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
43 Mill Creek 980 Appleton Way NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
44 Compass Pointe 1 8110 Compass Pointe East Wynd ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 46

45 Seabrook 148 Buckeye Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 47
46 Compass Pointe 2 2325 Hickory Bottom Court NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
47 Carol Lynn 8026 Rachel Wynd ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 45,14,13,15,12
48 Hawthorne ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
49 Hawkswater 1 ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
50 Sunrise Terrace ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
51 Hawkswater 2 ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
52 Compass Pointe 3 ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
53 Regional Lift Station ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 12,13,14,15,40,41,45,47
54 Grayson Park 3 ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
55 Future Future Future Future Future Future
56 Future Future Future Future Future Future
57 Grandiflora 1035 Gradniflora Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
58 Cornerstone 1005 Cornerstone Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul
59 Timber 8900 Timber Lane ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul 1,2,4,5,6,8,11,17,22,24
60 Willow Pond 1165 Willow Pond Lane ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul
61 Orchard 8691 Orchard Loop Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
62 Greensview 1231 Greensview Circle ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
63 K-Village 117-K Village Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 21
64 Royal Palm 2000 Royal Palm Way ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
65 Rampart 125 Rampart Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
66 Old Fayetteville 2 164 Old Fayetteville Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 18,19,20,23,25,26,27,29,30
67 Olde Waterford 1501 Old Waterford Way ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 22
68 Baldwin 86 Baldwin Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 7
69 Live Oak 100 Live Oak ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
70 Navassa Road 139 South Navassa Road ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 16
71 Lake 119 Lake Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
72 Forrest Hills 151 Forrest Hills Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
73 Pineharvest 2035 Pineharvest Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 22
74 Low Country 1700 Low country Blvd ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 23,24,25,26,27,29,30
75 Annsdale 2015 Annsdale Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
76 Rice Gate 5000 Rice Gate Way ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
77 Stoney Wood 1010 Stoney Woods Lane ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
78 Wind Lake 2092 Wind Lake Way ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
79 Sleepy Oak 1238 Sleepy Oak Lane ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 25,26,29
80 Cape Fear National 1211 Cape Fear National Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
81 Shelmore 2401 Shelmore Way ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
82 Smeads 3101 Smeades Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
83 Broadhaven 3060 Broadhaven Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul 30
84 Kay Todd 996 Kay Todd Rd ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
85 Southern Pine 2119 Souther Pine Drive ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump& Haul
86 Pungo 7120 Pungo Lake Court ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
87 S. Magnolia 2797 Southern Magnolia Drive ATS to GenSet Default to LagPumpand/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
g g
88 BF P9 ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
89 Brunswick Village 1874 Brunswick Village Blvd ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
90 Clapboard 1037 Clapboard Lane ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
91 Old Town Creek 305 Old Town Creek Rd NE ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul

92 Liberty Liberty Health ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul
93 BF P3 ATS to GenSet Default to Lag Pump and/or use Dry-Prime Backup Vac Truck and/or Contract Pump & Haul

Brunswick Regional Water& Sewer H2GO WQCS002002
Attachment A for Condition IV.4
High Priority 1 HP1 Aerial Ductile Iron Village Road
High Priority 2 HP2 Aerial Ductile Iron Old Mill Road
High Priority 3 HP3 Aerial Ductile Iron Mt. Misery Road
High Priority 4 HP4 Aerial Ductile Iron Snee Farm
High Priority 5 HP5 Aerial Ductile Iron Leland School Road
High Priority 6 HP6 Aerial Ductile Iron Sue Circle
High Priority 7 HP7 Aerial Ductile Iron Sturgeon Drive
High Priority 8 HP8 Aerial Ductile Iron Lanvale Road

5eakierpj V. w
Page: 1
BRUNSWICK REGIONAL WATER & SEWER H2GO
Yearly Budget Summary by Department
50 General Fund
For Month Ending: Friday,April 30,2021
Date: 5/10/2021 1:59:05 PM
User Name: ScottHook
Total Total YTD %of Remaining Current Month
Budget Encumbered Total Budget Budget This Year
7140 Wastewater Collections
EXPENSES
Salary&Fees
40201 -Salaries 421,840 0 307,023 73 114,817 31,094
40202-Salaries Overtime 42,500 0 38,933 92 3,567 1,271
40204-FICA Expense 35,522 0 26,491 75 9,031 2,425
40205-401 K Employer Contribution 22,342 0 14,323 64 8,019 1,501
40206-Emp. Health Insurance 83,055 0 64,957 78 18,098 5,708
' 40207-Employer Retirement 47,194 0 39,715 84 7,479 3,064
40208-Unemployment Ins Chgs. 1,211 0 1,070 88 141 179
40210-Worker's Compensation 7,800 0 6,774 87 1,026 0
Total Salary&Fees 661,464 0 499,285 75 162,179 45,241
Administration
40303-Dues and Subscriptions 900 0 568 63 332 0
Total Administration 900 0 568 63 332 0
Water Purchases&Waste Treatment
40611 -Waste Water Treatment 934,259 0 570,694 61 363,565 66,696 ,
Total Water Purchases&Waste Trea 934,259 0 570,694 61 363,565 66,696
Utilities/Communication
40701 -Electricity 123,500 0 96,590 78 26,910 18,483
40702-Telephone 7,500 0 6,322 84 1,178 2,384
Total Utilities/Communication 131,000 0 102,912 79 28,088 20,867
Vehicles
40902-Vehicle Fuel 30,000 0 21,230 71 8,770 4,947
40904-Vehicle Maint/Repairs 16,500 0 9,655 59 6,845 104
Total Vehicles 46,500 0 30,885 66 15,615 5,051
System Maintenance
41102-Small Tools&Equipment Pur 4,500 0 1,976 44 2,524 24
41103-Uniform Rental 10,350 0 6,134 59 4,216 895
41107-Lab Fees and Testing 750 0 290 39 460 290
41108-Permits&Licenses 750 0 300 40 450 0
41109-Miscellaneous Supplies 7,500 0 1,651 22 5,849 112 1
41120-Contracted Services 7,000 0 540 8 6,460 0
41123-Line Maintenance 120,000 0 65,265 54 54,735 4,015
41125-GRINDER PUMP REPAIRS 830,975 0 226,032 27 604,943 39,821
Total System Maintenance 981,825 0 302,188 31 679,637 45,157
Building&Grounds
41203-Oil Recycling Program 5,000 0 1,483 30 3,517 0
Total Building&Grounds 5,000 0 1,483 30 3,517 0
Travel&Training
41301 -Travel and Training 9,000 0 2,545 28 6,455 135
41302-Training 0 0 255 0 (255) 170

Page: 2
BRUNSWICK REGIONAL WATER & SEWER H2GO
Yearly Budget Summary by Department
50 General Fund
For Month Ending: Friday,April 30,2021
Date: 5/10/2021 1:59:05 PM
User Name: ScottHook
Total Total YTD %of Remaining Current Month
Budget Encumbered Total Budget Budget This Year
7140 Wastewater Collections
41311 -SCADA System 24,000 0 18,077 75 5,923 671
Total Travel&Training 33,000 0 20,877 63 12,123 976
TOTAL EXPENSES 2,793,948 0 1,528,893 55 1,265,055 183,988
Wastewater Collections Summary
Total Total YTD %of Remaining Current Month
Budget Encumbered Total Budget Budget This Year
Total Expenditures 2,793,948 0 1,528,893 55 1,265,055 183,988
Totals (2,793,948) 0 (1,528,893) 55 (1,265,055) (183,988)

Page: 3
BRUNSWICK REGIONAL WATER & SEWER H2GO
Yearly Budget Summary by Department
50 General Fund
For Month Ending: Friday,April 30,2021
Date: 5/10/2021 1:59:05 PM
User Name: ScottHook
Total Total YTD %of Remaining Current Month
Budget Encumbered Total Budget Budget This Year
Grand Summary
Total Total YTD %of Remaining Current Month
Budget Encumbered Total Budget Budget This Year
Total Expenditures 2,793,948 0 1,528,893 55 1,265,055 183,988
Grand Totals (2,793,948) 0 (1,528,893) 55 (1,265,055) (183,988)

Brunswick Regional Water & Sewer H2GO WQCS00202
Collection System Capital Improvement Plan
Section V.6
1,500 GPM Colon Mintz Regional Pump Station and Force Main $5,384,900
New Installation
1,100 GPM Town Creek Rd/ NC 133 Regional Pump Station and Force Main $4,315,000
New Installation

Brunswick Regional Water & Sewer H2GO WQCS00202
Sewer System Management Plan (SSMP)
Section VI.2; VI.4; VI.6
SSO EMERGENCY RESPONSE PLAN
1.0 PURPOSE
The purpose of this procedure is to establish the necessary steps to ensure the prompt
and adequate response by Brunswick Regional Water & Sewer H2G0 to overflows and
spills from the sanitary sewer collection system to minimize potential negative health
and environmental impacts and to comply to with applicable State of North Carolina and
USEPA regulations.
2.0 ORGANIZATIONS AFFECTED
H2G0 Collections System Department
H2GO Compliance and Inspections Department
Town of Leland
Town of Belville
3.0 KEY DEFINITIONS
3.1 Sanitary Sewer Overflow (SSO) —ANY leak or other discharge, regardless of
cause, of sanitary sewer liquid and/or solids from any Brunswick Regional
Water & Sewer H2G0 sanitary sewer main, manhole, street clean-out, pump
station or other component of the Brunswick Regional Water & Sewer H2G0
sanitary sewer system or leak of public sewage through any private service.
3.2 Waters of the State of North Carolina —Any stream, creek, river, wet ditch,
pond, lake, swamp, or any other body of water, permanent or temporary, in
place at time of the SSO to that body of water.
3.3 Supervisor—The "ranking" Maintenance Department person on-site
representative responsible at a particular SSO response, whose actual job
classification may vary.
4.0 RESPONSIBILITIES
4.1 The sewer collection system Operator in Responsible Charge (ORC), the
back-up ORC and H2GO's Executive Director are primarily responsible for
SSO's from the sewer collection system.

5.0 PROCEDURE
5.1 Initial Notification and Relay
5.1.1 Normal Working Hours
5.1.1.1 During normal working hours, calls regarding possible SSO's
will be received by H2GO's Office at 910-371-9949 or the
Collection System ORC at 910-279-3409. Calls received by,
and possible SSO problems found by, District employees at
other locations will be immediately relayed to one of those
numbers. The recipient of the call will obtain as much
information as possible about the problem including the
exact location, duration of the SSO (if known), caller name
and telephone number, and any other information that may
assist in the final resolution of the problem, such as other
persons observed in the area of the SSO.
5.1.1.2 If the SSO is clearly a collection system problem or is
unknown, the personnel in maintenance receiving the call
will immediately dispatch an available sewer jet or vac truck
to the call location. The initial personnel and equipment
dispatched may be adjusted based upon the information
received from the initial caller.
5.1.1.3 If the SSO is clearly attributable to a problem at a sewer
pump or lift station, the call will be relayed to the ORC or
back-up ORC.
5.1.2 After Normal Working Hours
5.1.2.1 After normal District working hours, calls regarding possible
SSO's will be received by the On Call person at telephone
number 910-367-2084, or any other number by which the
caller is able to reach. Possible SSO's of which personnel of
other District departments become aware after hours will be
immediately relayed to the Collection System ORC.
5.1.2.2 All of the response personnel may be reached by mobile
phone. Copies of the duty roster are distributed to all
personnel.

5.2 Initial Response
At all times, the appropriate response personnel, as indicated in 5.1.1 and
5.1.2, will respond to the location of the reported possible SSO within a
maximum of Thirty minutes from the initial receipt of the call. The report on
the SSO, as elaborated in section 5.8.1, must include an indication of the time
of initial call receipt and the time that the first representative arrives on the
scene. In the event that the response time is over 30 minutes, an explanation
of the response time must be given. In no case may the response time be over
one (1) hour.
5.3 Initial Assessment
5.3.1 The initial collection system respondent will make an immediate
assessment of the SSO condition. In the event that the incorrect
personnel have been dispatched, the respondent will directly or
through the appropriate communications channels, as set forth
above, notify the appropriate personnel. If it is at any point
determined that the SSO is wholly private in nature, the personnel
will begin efforts to notify the property owner or manager. Each
collection system personnel must be familiar with this procedure
and capable of full compliance with this procedure without
supervisory assistance, except as provided for in this procedure.
5.3.2 Private SSO problems will be referred by the sewer ORC or
maintenance supervisor on the next working day to the Brunswick
County Health Department Environmental Health Section. Those
private SSO's that appear to meet the DENR reporting level will
also be reported to DENR at telephone number [phone] or
[phone] on the next working day. Problems with the lack
of responsiveness of residential rental property owners will also
be referred to the local building authority.
5.3.3 Any SSO of sewage from H2GO's collection system through a
private service, clean-out or building shall be treated as H2GO's
SSO.
5.3.4 In the event that the SSO isprivate and relativelyserious in nature
and the collection system respondent believes that he/she can
reasonably attempt and likely succeed in making an initial
correction of the SSO, he/she may attempt to do so. In such
cases, collection systempersonnel shall keepaccurate records of
the cost of the work for possible recovery from the responsible
party.

5.3.5 In all collection system SSO's, collection system personnel will
complete Initial Response Evaluations, as included in Appendix 6.6
of this standard procedure, and submit that form to the collection
system ORC.
5.4 Initial Corrective Action
5.4.1 Throughout the response and correction of all SSO's, priority
emphasis must be placed upon public health, employee safety
and environmental protection. Sufficient measures must be taken
to keep the public out of the area contaminated by the SSO.
Depending upon the location and circumstances of the SSO, this
may include barricades and work zone tape or other appropriate
devices. This public restriction should be maintained throughout
the SSO response and for at least 24 hours after the SSO
correction and clean-up is complete. Downstream usage
evaluation and notification are further outlined in section 5.6.3.
All employees must wear all applicable personal protective
equipment (PPE) and must utilize all other applicable safety
equipment, such as gas monitors, confined space entry
equipment and/or trench shoring equipment. Every effort should
be made to contain the sewage material and any disturbed
earthen material and prevent any more from entering any waters.
5.4.2 The initial responding collection system personnel should take
immediate corrective measures, remove the blockage and contain
the SSO if possible. Corrective measures may include attempting
to jet the stopped sewer main or service, resetting a pump,
manually starting a generator, or other measures as may be
appropriate based upon the specific incident. If additional
personnel or equipment, such as a back-up pump, a portable
generator or other specialized equipment, as listed in Appendix
6.2 of this standard procedure, are needed to take the initial
corrective measures, they will be obtained immediately.
5.4.3 In the event that a relatively immediate correction of the problem
is not possible due to a main or manhole collapse or wash-out,
extreme blockage, acute pump station failure or other cause the
collection system personnel will obtain the necessary materials
and equipment to construct a dam to contain the SSO and to
initiate a pumping operation. Depending upon the specific SSO,
the dam may range from a small straw dam to a large earthen
dam. The pumps may range from the 3" portable pumps to the

•
larger 6" pumps. In some cases, it may be possible to return the
flow from the SSO to the sewer system by gravity until the final
repair can be made. Pumping will continue on a 24-hour per day
basis, with at least one person at the location at all times until the
SSO is corrected.
5.4.4 In some cases, it may be necessary to contact one of the pump-
and-haul or waste oil recovery contractors on retainer with H2G0
to remove and transport the material to an appropriate location
to return it to the sewer system. A list of the current contractors
and the means to contact them will be maintained by the sewer
collection system ORC and provided as updated to all involved in
this procedure. A copy is included in section 6.2 of the Appendix
of this standard procedure.
5.4.5 In the event that the SSO is from a sewer force main outside of a
pump station site, repair responsibilities rest with the ORC or
back-up ORC who will coordinate the shut-down of the pump
station as may be needed to "move" the SSO to a more
acceptable location and/or to facilitate the repair of the main.
5.4.6 In the event that the SSO is due to a rainfall event, the responding
personnel will take any mitigation measures as may be possible,
such as the erection of a straw dam. The personnel will respond to
each reported SSO location and will make a log of all SSO locations
due to the rainfall event including the location and number of
manholes involved, the approximate start and ending times of the
SSO's, the estimated volume, as discussed in section 5.6.7, and any
other relevant information.
5.5 Additional Corrective Measures
5.5.1 In cases in which additional corrective measures are necessary, such
as the repair of a damaged main, collection system respondents will
contact the necessary personnel to perform the repair.
5.5.2 During non-working hours, the necessary equipment operators can
be contacted as listed on the duty roster and the additional
equipment operators list, which is included in Appendix 6.3 of this
standard procedure, as maintained by the Assistant District
Director. In the case of on-going SSO's, corrective measures will
begin immediately and continue 24 hours per day until corrective
measures sufficient to stop the SSO are complete.

5.5.3 In extreme, unusual SSO incidents, such as following a hurricane
incident, contractors under contract with H2G0 may be called in to
perform emergency repairs.
5.6 Additional Notifications
5.6.1 DENR— MUST be notified of any SSO reaching the waters of the
state, regardless of the volume; any SSO over 1000 gallons that
does not reach the waters of the state; or any SSO in which the
volume and/or waters impact of the SSO is unclear.
5.6.1.1 Normal workinghours—Wilmington Regional Office at
8 8
910-796-7215. Do not leave a message. Make sure that
you speak to an actual person so that you can share
information that may be necessary to a fast response.
5.6.1.2 After normal working hours—[phone] or (919) 733-
3300
5.6.1.3 The notification to DENR should be accomplished as soon
as practical but, in no case, will the notification to DENR be
more than 24 hours from the initial SSO notification to
H2GO. Timely notification of DENR is very important.
5.6.1.4 In all calls to DENR, the Maintenance Department
representative will log the time of the call, the name of the
state call recipient and any other noteworthy information.
5.6.1.5 In the event that findings or conditions regarding the SSO
location, the ORC will openly review the facts of the
situation with the DENR representative and will attempt to
perform any corrective mitigation measures requested by
the DENR representative.
5.6.1.6 In any SSO incident in which the SSO continues for 24
hours or more beyond the initial report of the SSO to
H2GO, additional reports will be made to DENR each 24
hours until the SSO is corrected.
5.6.2 Maintenance Department Normal Working Hours—ORC
After Normal Working Hours—On-call duty person as listed on duty
roster.
In many cases, the ORC or back-up ORC will be part of the initial SSO
response. The ORC will notify H2GO's Executive Director of all SSO's

that meet the DENR reporting requirements, during normal working
hours.
5.6.3 Downstream Users—As soon as practical, but not more than 24
hours from the initial notification, the ORC will travel downstream
from the SSO to determine whether any downstream uses, such as
fishing, swimming, irrigation or water intake may be impacted by
the SSO and should be restricted. If it is determined that
restrictions may be warranted, collection system personnel should
put physical controls, such as barricades, in place and/or notify the
person or agency responsible for that site.
5.6.4 Executive Director's Office—The ORC or person on call will notify
the Executive Director of all serious SSO's, such as those involving
fish kills, downstream use restrictions, unusual public involvement
or other unusual factors.
5.6.5 Laboratory Personnel —As deemed necessary by the collection
system personnel on site, wastewater plant personnel may be
called to the location to take water samples. Generally, these
samples, when taken, will be taken from upstream and downstream
of the SSO location and will include the analysis of ph, conductivity
and fecal coli form. Additional samples and test may be determined
to be necessary until the downstream water quality returns to that
of the upstream.
5.6.6 Necessary Information —The information provided to the parties
listed above will include any necessary information, generally
including location of the SSO, estimated start and duration of the
SSO, estimated SSO volume, cause if known, correction and clean-
up status.
5.6.7 Volume Estimation
The estimation of the volume of an SSO is based upon the duration
and the rate of the overflow. The preferred method for
determining duration is from eyewitness accounts. The secondary
method is to look at surrounding conditions, such as the impact
upon vegetation. The preferred method for determining the rate of
discharges is to count the number of services on the line, adjust by
the percentage the flow that is overflowing and to multiply by 210
gallons per day per service. This is then multiplied by the duration
to get the total volume of the SSO. Estimating can also be done
based on the total volume contained, if applicable, by looking at the

upstream and downstream flows and the capacity of the pipe, and
by the direct estimation of the rate at which the sewage can be
seen discharging. In the case of pump station SSO's, it may be
possible to estimate the volume based upon the normal pumpage
and the pump station down-time.
5.7 Clean-up
5.7.1 As soon as practical during the SSO response, responding personnel
will gather all fish of larger than two inches in length that may have
been killed during the SSO. This will be performed using nets and
boats if necessary. A detailed log must be maintained of the fish
collected by species, length and quantity. An estimate should be
made of the quantity of dead fish smaller than two inches and not
collected. Whenever a fish kill has occurred, personnel on site
should carefully observe and note any surviving fish or other
aquatic life, as most fish kills involve only a small percentage of the
fish population.
5.7.2 In the first stage of the clean-up, collection system personnel will
remove all visible solids from the ground and the water. This will be
accomplished using hand tools such as shovels and rakes, pumping,
jet flushing and vacuuming, or with heavy equipment as necessary.
5.7.3 All visually contaminated water will be removed by pumping back
into the sanitary sewer system, by vacuuming with a jet/vac truck,
or contract pumping and hauling. As the contaminated water is
removed, fire hydrants will be flowed upstream if possible to
introduce clean water.
5.7.4 The ground area where the SSO occurred will be neutralized by the
application of a heavy layer of powdered limestone. Based upon
the specific SSO situation, sodium bicarbonate (soda) or sodium
hypochlorite (bleach) may also be used. Care must be exercised to
minimize the entry of these products into the water, as they can
have a significant negative effect upon aquatic life.
5.7.5 The flushing of upstream hydrants will be continued until a
complete turnover of the potentially contaminated downstream
waters has occurred.
5.7.6 If necessary, additional stream bank stabilization work or other
general restoration work will be performed at the conclusion of the
clean-up phase.

5.7.7 If necessary, one to seven days following the application of the
limestone or other neutralizing product, the area will be tilled or
plowed and seeded or otherwise returned to its original state, as
possible.
5.8 Follow-up Reporting and Record keeping
5.8.1 As soon as possible, but not more than five calendar days following
the SSO, the sewer ORC will provide to DENR via fax or email a
complete report on any SSO which must be initially reported to
DENR, as indicated in section 5.6.1 of this procedure, on the
reporting form included in Appendix 6.5 of this procedure. They
should also call DENR to confirm that the report has been received.
A copy of the DENR report will also be provided to the Executive
Director.
5.8.2 The sewer ORC will also provide a follow-up report to any other
parties who were notified in the initial SSO notification as indicated
in section 5.6 of this procedure.
5.8.3 If it has been determined that the SSO was caused in whole or in
part by residential grease, the ORC will provide to the Compliance
Director a map of the upstream drainage area. The Compliance
Director will prepare and send a grease education letter to all
property owners in the area.
5.8.4 If it has been determined that the SSO may have been caused in
whole or in part by commercial grease, the ORC will provide to the
Compliance Director a map of the upstream area. The Compliance
Director will identify and contact all restaurants and other potential
grease contributors and conduct additional follow-up as necessary
to ensure that they are in compliance with the grease section of the
Sewer Use Ordinance and the Fats, Oils, and Grease Policy.
5.8.5 If one or more parties have specifically and negligently responsible
for causing the SSO, the Executive Director will prepare and send a
fine letter to those parties.
5.8.6 The ORC will conduct a follow-up evaluation of the causes of any
collection system SSO, including a TV inspection of the main
involved. The ORC will place the location on the appropriate
scheduled maintenance list and will notify the Executive Director if
further engineering evaluation appears warranted.

6.0 APPENDIX
6.1 Duty Roster
6.2 Specialized Equipment List
6.3 Current Pump and Haul Contractors
6.4 DENR SSO Report
6.5 Public Notice of SSO Report
Appendix 6.1
Duty Roster
Emergency On Call Personnel
Phone #
Collections System On-Call 910-367-2084 mobile
Keith Gore—Collections ORC 910-279-3409 mobile
910-279-3409 home
Jack Earley—Collections back-up ORC 910-880-1934 mobile
Tracy West 910-540-4934 mobile
Russ Lane— Utilities Director 910-279-4571 mobile
910-655-1724 home
Brian Griffith —WWTP ORC & Safety 910-279-9387 mobile
Bob Walker— Executive Director 910-279-4581 mobile

Appendix 6.2
Special Equipment
Sewer Jet/Vac Truck
JCB backhoe (4 wheel Drive)
Mini-Excavator
Dump Truck
Sterling with Auto-Crane
Portable Dri-Prime Bypass Pump
Hydraulic Sewage Pump
Trash Pump
Portable Generator

Appendix 6.3
Current Pump and Haul Contractors
Lewis Farms & Liquid Waste, Inc.
Contact: Wesley Wooten
910-604-0049 mobile
910-283-9823 office
800-624-2979 toll free
910-283-2500 fax
McGill Environmental Systems
Contact: Brian Kelleher
910-282-7435 mobile
910-532-2539 office
910-532-2542 fax
Utility Optics, Inc.
Contact: Horace Blackmon
843-385-2949 mobile
843-448-0862 office
843-712-2533 fax

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NORTH CAROLINA
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)Environmental Quality NC DEQ
Sewer System Overflow Documents
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(/contact/regional-offices),
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
Click to estimate Sanitary Sewer Overflow(SSO) volumes
(https://files.nc.gov/ncdeq/Water%20Quality/Surface%20Water%20Protection/PERCS/WCS%20%28SSO%20Docu nents%29/SSOFIowEstimationGuideREVLpdf)
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(800) 858-0368 or(919)733-3300.
SSO Reporting to the Public (Revisions per S729, NC General Statue 143,215.1C
(http://www.ncleg.net/Sessions/20I3/Bills/Senate/PDF/S729v7.pdf#page=33))
Senate Bill 729, effective September 20th, 2014, modifies G.S. 143.215.1C by requiring issuance of a press release within 24 hours (originally 48
hours) after the owner or operator has determined a discharge of 1,000 gallons or more of untreated wastewater to surface waters of the State.
Please see the Division's "Reporting Requirements" memo for clarification and additional information as well as a Senate Bill 729 for the
additional reporting requirements related to Owners and Operators of wastewater treatment and collection systems.
Division's Reporting Requirements Memo
(https://files.nc.gov/ncdeq/Water%20Quality/Surface%20Water%20Protection/PERCS/WCS%20(SSO)/GS%20143-215.1C%20Reporting%20Requirements.pdf) (Updated
October 6th, 2014)
Form and Content for Press Release
(https://files.nc.gov/ncdeq/Water%20Quality/Surface%20Water%20Protection/PERCS/WCS%20(SSO)/Press%20Re1ease%20Content.pdf) - Required for a dischange of
1,000 gallons or more of untreated wastewater to surface waters of the State (see Memo/General Statute for detailed distribution requirements)
Form and Content for Public Notice
(https://files.nc.gov/ncdeq/Water%20Quality/Surface%20Water%20Protection/PERCS/WCS%20(SSO)/Public%20Notice%20Content.pol) - Required for a discharge of
15,000 gallons or more of untreated wastewater to surface waters of the State (see Memo/General Statute for detailed distribution
requirements)
Sanitary Sewer Overflow Reporting Documents
• SSO Reporting Form (CS-SSO Form).
(https://files.nc.gov/ncdeq/Water%20Qua1ity/Surface%20Water%20Protection/PERCS/WCS%20(SSO%20Documents)/CS-SSO(2015).pdf) - 5-Day Report (PDF
Version)
• SSO Reporting Form (CS-SSO Form)
(https://files.nc.gov/nedeq/Water%20Quality/Surface%20Water%20Protcction/PERCS/WCS%20(SSO%20Documents)/CS-SSO(2015).doc) - 5-Day Report(Word
Version)

Arc:rA
MENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
October 6, 2014
To: Owners or Operators of Wastewater Treatment or Collection Systems
From: Deborah Gore, Supervisor,PERCS Unit % `"
Subject: Reporting Requirements
Senate Bill 729 ratified by the North Carolina General Assembly on August 20th, 2014 and effective
September 20th, 2014 revised reporting requirements for entities that own or operate wastewater
treatment and collection systems. This letter is provided as guidance to assist you in meeting the
revised reporting requirements. This letter also replaces and supersedes the October 19th, 1999
reporting memo issued by the Division of Water Resources (Division).
G.S. 143-215.1C(a): Report to wastewater system customers on system performance.
No changes were made to this reporting requirement. An annual report for wastewater collection
systems or treatment works is still required for systems that have an average annual flow greater
than 200,000 gallons per day. Additional information related to the annual report can be found on
the Division's website.
G.S. 143-215.1C(al): Report discharge of untreated wastewater to the Department.
This section was added and requires the owner or operator of any wastewater collection or treatment
works to report a discharge of 1,000 gallons or more of untreated wastewater to the surface waters
of the State to the Department as soon as practicable, but no later than 24 hours after the owner or
operator has determined that the discharge has reached the surface waters.
Note that all System-Wide Collection System permits (both deemed and permitted systems), as per
G.S. 143-215.9E are required to report a discharge to the Division of Water Resources no later than
24 hours following first knowledge of the occurrence of either of the following:
• Any SSO and/or spill over 1,000 gallons or greater to the ground surface
• Any SSO and/or spill,regardless of volume that reaches the surface water
The Division will continue to utilize this more stringent reporting requirement in accordance with
15A NCAC 02T .0113(c) & 15A NCAC 02B.0506 and the applicable individual system-wide
collection system permit condition.
Owners or operators of any wastewater collection or treatment works not permitted under the
System-Wide Collection System program must continue to report per any existing permit
requirements.
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Phone:[phone] Internet:www.ncwaterqualiiy.org
An Equal Opportunity\Affirmative Action Employer—Made in part by recycled paper

G.S. 143-215.1C(b)(1): Publication of Notice of Discharge of Untreated Wastewater
This section was modified to require issuance of a press release 24 hours (originally 48 hours) after
the owner or operator has determined that the discharge has reached surface waters of the State.
This applies to a discharge of 1,000 gallons or more of untreated wastewater to the surface waters of
the State. No other modifications were made. For these situations,the owner or operator must:
• Issue a press release to all print and electronic news media that provide general coverage in
the county where discharge occurred
• Set out details of the discharge
• Issue the press release within 24 hours after it has been determined the discharge has
reached the surface waters of the State
• Retain a copy of the press release and a list of the news media it was sent to for at least one
year
• Make the release available to the public upon request
G.S. 143-215.1C(b)(2): Publication of Notice of Discharge of Untreated Wastewater
This section was not modified by Senate Bill 729, however the October 19, 1999 memo issued by
the Division allowed the owner or operator to notify the county in which the discharge occurred and
the county immediately downstream for discharges less than 1,000,000 gallons.
Effective September 20th, 2014, the Division will require owners or operators to adhere to a more
stringent interpretation of the general statute. In the event of a discharge of 15,000 gallons or more
of untreated wastewater to surface waters of the State,the owner or operator must:
• Publish a notice of the discharge in a newspaper having general circulation in the county in
which the discharge occurs and in each county downstream from the point of discharge that
is significantly affected by the discharge
• The Secretary (or delegated authority) shall determine which counties are significantly
affected by the discharge and shall approve the form and content of the notice and the
newspapers in which the notice is published.
• Publish within 10 days after the Secretary (or delegated authority) has determined the
counties that are affected by the discharge and approved the notice and newspapers in which
the notice is to be published.
• File a copy of the notice and proof of publication with the Division within 30 days after the
notice is published. •
• In addition to the Notice,requires a press release per subdivision(1) of this subsection.
G.S. 143-215.1C(c)(1)& (c)(2): Publication of Notice of Discharge of Untreated Wastewater
These sections, applicable to the owner or operator of a non-municipal, non-domestic wastewater
collection or treatment works,were modified in the same mariner as G.S. 143-215.1C (b) (1) and(b)
(2), above and the same notification procedures are required.

Press Release Format
General Statute 143-215.1 C requires that the owner or operator of any wastewater collection or
treatment works to issue a press release when an untreated wastewater discharge of 1,000 gallons or
more reaches surface waters.
In accordance with that regulation, the following news release has been prepared and issued to
media in the affected county:
The (Utility, Municipality, District, etc.) had a discharge of untreated wastewater on (date) of an
estimated (amount) gallons at (location). The untreated wastewater was discharged into (creek,
river,unnamed tributary) in the (Name)River Basin.
The Division of Water Resources was notified of the event on (date) and is reviewing the matter.
For more information contact(Utility,Municipality,District, etc.)at(Phone Number).
Example Press Release:
Notification of Discharge of Untreated Wastewater
General Statute 143-215.1C requires that the owner or operator of any wastewater collection or
treatment works to issue a press release when an untreated wastewater discharge of 1,000 gallons or
more reaches surface waters.
In accordance with that regulation, the following news release has been prepared and issued to
media in the affected county(ies):
The Town of Greenwood Valley had a discharge of untreated wastewater on July 1, 2014 of an
estimated 15,000 gallons at Pump Station # 1, located near the intersection of First Street and
Broadway Boulevard. The untreated wastewater was discharged into Turner's Creek in the
Savannah River Basin.
The Division of Water Resources was notified of the event on July 1, 2014 and is reviewing the
matter. For more information contact the Town of Greenwood Valley at(754) 833-9276.

Public Notice Format
Minimum content for public notice:
• Caption must be: "Notice of Discharge of Untreated Sewage"
• Name of the facility(treatment facility,collection system component, outfall,etc.)
• Location of discharge
• Estimated volume of untreated wastewater discharged to surface water
• Time and date discharge occurred
• Duration of discharge
• Water body that was discharged into
• Action taken to prevent further discharge
• Contact person and phone number
NOTICE OF DISCHARGED OF UNTREA 1'bD SEWAGE
The (Utility, Municipality, District, etc.) had a discharge of untreated wastewater from our
(collection system,treatment facility, pump station, etc.) located at street/highway of approximately
(amount) gallons. The discharge occurred on (date) for approximately (amount) hours. The
untreated wastewater entered into (creek, river,unnamed tributary) in the(Name) River Basin. The
(list action taken) to prevent further discharge. This notice was required by North Carolina General
Statutes Article 21, Chapter 143.215C. For more information contact (Name, Title) at (Phone
Number).
Example Public Notice:
NOTICE OF DISCHARGED OF UNTREATED SEWAGE
The Town of Greenwood Valley had a discharge of untreated wastewater from our wastewater
collection system at Pump Station # 1 located at the intersection of First Street and Broadway
Boulevard of approximately 15,000 gallons. The discharge occurred on July 1, 2014 for
approximately 5 hours. The untreated wastewater entered into Tuner's Creek in the Savannah River
Basin. The pump station was repaired and placed back into serve by replacement of a pump to
prevent further discharge. This notice was required by North Carolina General Statutes Article 21,
Chapter 143.215C. For more information contact John Doe, Public Information Officer at (754)
833-9276.

Press Release Format
General Statute 143-215.f C requires that the owner or operator of any wastewater collection or
treatment works to issue a press release when an untreated wastewater discharge of 1,000 gallons or
more reaches surface waters.
In accordance with that regulation, the following news release has been prepared and issued to
media in the affected county:
The (Utility, Municipality, District, etc.) had a discharge of untreated wastewater on (date) of an
estimated (amount) gallons at (location). The untreated wastewater was discharged into (creek,
river,unnamed tributary) in the(Name)River Basin.
The Division of Water Resources was notified of the event on (date) and is reviewing the matter.
For more information contact(Utility,Municipality,District,etc.) at(Phone Number),
Example Press Release:
Notification of Discharge of Untreated Wastewater
General Statute 143-215.1C requires that the owner or operator of any wastewater collection or
treatment works to issue a press release when an untreated wastewater discharge of 1,000 gallons or
more reaches surface waters.
In accordance with that regulation, the following news release has been prepared and issued to
media in the affected county(ies):
The Town of Greenwood Valley had a discharge of untreated wastewater on July 1, 2014 of an
estimated 15,000 gallons at Pump Station # 1, located near the intersection of First Street and
Broadway Boulevard. The untreated wastewater was discharged into Turner's Creek in the
Savannah River Basin.
The Division of Water Resources was notified of the event on July 1, 2014 and is reviewing the
matter. For more information contact the Town of Greenwood Valley at(754) 833-9276.

Public Notice Format
Minimum content for public notice:
• Caption must be: "Notice of Discharge of Untreated Sewage'
• Name of the facility(treatment facility,collection system component,outfall, etc.)
• Location of discharge •
• Estimated volume of untreated wastewater discharged to surface water
• Time and date discharge occurred
• Duration of discharge
• Water body that was discharged into
• Action taken to prevent further discharge
• Contact person and phone number
NOTICE OF DISCHARGED OF UNTREATED SEWAGE
The (Utility, Municipality, District, etc.) had a discharge of untreated wastewater from our •
(collection system,treatment facility, pump station, etc.)located at street/highway of approximately
(amount) gallons. The discharge occurred on (date) for approximately (amount) hours. The
untreated wastewater entered into (creek,river,unnamed tributary) in the (Name)River Basin. The
(list action taken) to prevent further discharge. This notice was required by North Carolina General
Statutes Article 21, Chapter 143.215C. For more information contact (Name, Title). at (Phone
Number).
Example Public Notice:
•
NOTICE OF DISCHARGED OF UNTREATED SEWAGE
The Town of Greenwood Valley had a discharge of untreated wastewater from our wastewater
collection system at Pump Station # 1 located at the intersection of First Street and Broadway
Boulevard of approximately 15,000 gallons. The discharge occurred on July 1, 2014 for
approximately 5 hours. The untreated wastewater entered into Tuner's Creek in the Savannah River
Basin. The pump station was repaired and placed back into serve by replacement of a pump to
prevent further discharge. This notice was required by North Carolina General Statutes Article 21,
Chapter 143.215C. For more information contact John Doe, Public Information Officer at (754)
833-9276.

sto.;tm V/.L/
PUMP STATION CONTINGENCY PLAN
7.0 PURPOSE
The purpose of this procedure is to establish the necessary steps to ensure the prompt
and adequate response by Brunswick Regional Water & Sewer H2G0 to overflows and
spills from the sanitary sewer collection system to minimize potential negative health
and environmental impacts and to comply to with applicable State of North Carolina and
USEPA regulations.
8.0 ORGANIZATIONS AFFECTED
H2G0 Collections System Department
H2G0 Compliance and Inspections Department
Town of Leland
Town of Belville
9.0 KEY DEFINITIONS
9.1 Sanitary Sewer Overflow (SSO) —ANY leak or other discharge, regardless of
cause, of sanitary sewer liquid and/or solids from any Brunswick Regional
Water & Sewer H2G0 sanitary sewer main, manhole, street clean-out, pump
station or other component of the Brunswick Regional Water & Sewer H2G0
sanitary sewer system or leak of public sewage through any private service.
9.2 Waters of the State of North Carolina —Any stream, creek, river, wet ditch,
pond, lake, swamp, or any other body of water, permanent or temporary, in
place at time of the SSO to that body of water.
9.3 Supervisor—The "ranking" Maintenance Department person on-site
representative responsible at a particular SSO response, whose actual job
classification may vary.
10.0 RESPONSIBILITIES
10.1 The sewer collection system Operator in Responsible Charge (ORC), the
back-up ORC and H2GO's Executive Director are primarily responsible for
SSO's from the sewer collection system.
11.0 PROCEDURE
11.1 Initial Notification and Relay

11.1.1 Normal Working Hours
11.1.1.1 During normal working hours, calls regarding possible
SSO's will be received by H2GO's Office at 910-371-9949 or
the Collection System ORC at 910-279-3409. Calls received
by, and possible SSO problems found by, District employees
at other locations will be immediately relayed to one of
those numbers. The recipient of the call will obtain as much
information as possible about the problem including the
exact location, duration of the SSO (if known), caller name
and telephone number, and any other information that may
assist in the final resolution of the problem, such as other
persons observed in the area of the SSO.
11.1.1.2 If the SSO is clearly a collection system problem or is
unknown, the personnel in maintenance receiving the call
will immediately dispatch an available sewer jet or vac truck
to the call location. The initial personnel and equipment
dispatched may be adjusted based upon the information
received from the initial caller.
11.1.1.3 If the SSO is clearly attributable to a problem at a sewer
pump or lift station, the call will be relayed to the ORC or
back-up ORC.