Application - 1/27/2016

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NORTH CAROLINA DEPARTMENT REuEt TQ!,gr1JEtjP4WR
OF ENVIRONMENTAL QUALITY
J^Pi 2 7 2016
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Division of Water Resources/ItrMt n,,.
Wilmington Regional Office
Pump and Haul Permit Application
Application Number: '^'T 11-13) I7 f1(to be completed by DWR for new projects)
GENERAL INFORMATION:
Applicant (corporation, individual, other): Onslow Water and Sewer Authority (ONWASA)
Print owners or signing official's name and title (person legally responsible for the facility and its compliance)
Eddie Caron. Utilities and Planning Superintendent
Mailing address of applicant: PO Box 1415
City: Jacksonville State: NC Zip: 28540
Telephone number: ( 910 ) 937-7523 Facsimile number: ( 910 ) 455-5607
Email Address: ecaron(a),onwasa.com
Project name (facility or establishment): Summerhouse W WTP
County where project is located: Onslow
Fee submitted: S 810.00 (See Instruction B.)
Name and complete address of engineering firm: ON WASA Engineering Division
City: Jacksonville State: NC Zip: 28540
Telephone number: ( 910 ) 937-7523 Facsimile number: ( 910 ) 455-5607
Name and affiliation of contact person who can answer questions about project:
Email Address:
PERMIT INFORMATION:
If this application is being submitted as a result of a modification to or renewal of an existing permit, please provide
the existing permit number W00037575 and the issuance date February 1, 2015
Specify whether the applicant is: public XXX or private
Form: P&H 11/13 Page 2 of 5

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III. INFORMATION ON WASTEWATER:
1. Nature of wastewater: 100 % Domestic % Commercial % Industrial %
Other waste (specify):
2. Please provide a one or two -word description specifying the origin of the wastewater (school, restaurant, apartments,
commercial): Residential development
3. Volume of wastewater generated by this project: 8,000 gallons per day.
4. Explanation of how wastewater flow was determined: Maximum volume generated from #2, #3 and #4 pump stations
inside the Summerhouse development.
5. Description of any pretreatment of wastewater prior to pumping and hauling: N/A
IV. TREATMENT FACILITY INFORMATION:
1. Name of treatment facility receiving wastewater: Holly Ridge W WTP / French Creek W WTP
2. NPDES permit number of treatment facility: W00019907 / NCO063029
3. Treatment facility contact person and telephone no: Allen Rhue [phone] / Jim Sides [phone]
4. County where treatment facility is located: Onslow
V. CONTRACT HAULER INFORMATION:
I . Name of owner/company of transporting (hauler) vehicle: Lewis Farms & Liquid Waste, Inc. / ONWASA
2. Mailing address of hauler:8155 Malpass Corner Road, Currie, NC 28435 / P O Box 1415, Jacksonville NC 28540
3. Telephone number of hauler: 800-624-2979 / [phone]
4. Provide the typical hauling volume of the vehicle: Contract Hauler — 4000alb ONWASA Hauler - 2,400
gallons/load
VI. GENERAL PROJECT INFORMATION
1. Brief project description: Summerhouse, a residential PUD, was designed and constructed to include 1,029
residential lots approximately 7 years ago.
2. Explanation of why pump and haul is being requested: Only 19 houses and the clubhouse currently exist. With this
meager wastewater flow. the 0.1 MGD MBR units cannot be started un and run in compliance with aermit reauirements.
3. Specify how long the pump and haul permit will be needed (maximum of six months): Maximum of 6 months: After
Summerhouse W WTP start-up is complete and has received State approval.
4. What will be the permanent method of wastewater disposal once the pump and haul activities have ceased?
Operation of the Summerhouse WRF and high rate infiltration ponds
5. Date that permanent disposal method will be available: Currently in place, but can't be operated — see 2 & 3, above
6. Have permits/approvals for the permanent disposal method been obtained?
XXX Yes; Permit No. W00029945 Permitting agency DWO/APS/LAU
No; Pending permit No. Permitting agency
Form: P&H 11/13 Page 3 of 5

. What type of tank or container will the wastewater be pumped from and what is the volume of this container?
Existing concrete sewage Pump Station Nos.2, 3 and 4 in the Summerhouse at Everett Bay Development
8. Is the tank or container already in place or will it be installed for these activities? Existing
9. What type of high water alarm does the container have? Audible and visual YES Auto dialer YES
VII. OWNER'S SIGNATURE:
Applicant's Signature and Certification:
attest that this application for Summerhouse W WTP
Pump and Haul Permit 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 143-215.613, 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 $25,000 per violation. L 1-17 ,
Signature: 1---11 �—_ Date:
VIII. ENGINEER'S CERTIFICATION:
Professional Engineer's Certification:
I, Francis Sanders, P.E. , attest that this application for
Summerhouse W WTP Pump and Haul Permit hasbeen
reviewed by me and is accurate, complete and consistent with the information supplied in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed
design. Note: In accordance with NC General Statutes 143-2I5.6A and 143-215.613, 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Form: P&H 11113 Page 4 of 5

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DIVISION OF WATER RESOURCES REGIONAL OFFICES
Asheville Regional Office
WQ000 Supervisor
2090 US Highway 70
Swannanoa, NC 28778
Phone: [phone]
Fax: [phone]
Avery
Buncombe
Burke
Caldwell
Cherokee
Clay
Graham
Haywood
Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancey
Raleigh Regional Office
WQ Supervisor
3800 Barrett Drive
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Winston-Salem Regional Office
WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
Phone: [phone]
Fax: [phone]
Alamance
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Surry
Watauga
Wilkes
Yadkin
Fayetteville Regional Office
WQ Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Phone: [phone]
Fax: [phone]
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Washington Regional Office
WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
Beaufort
Bertie
Camden
Chowan
Craven
Currituck
Dare
Gates
Greene
Hertford
Hyde
Jones
Lenoir
Martin
Pamlico
Pasquotank
Perquimans
Pitt
Tyrell
Washington
Wayne
Form: P&H 11113 Page 5 of 5
Mooresville Regional Office
WQ Supervisor
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Wilmington Regional Office
WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
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Technical Specifications
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Pump and Haul Permit Renewal Application Package
January 12, 2016

228 George/own Rand • P.O_ Bus 141 i • Jhie snnnillc, NC' 381-10 • Tel 910.41.S07 2 • kax 910.411. 3187 • www.onwosrr.eom

3.2 FLOW CONTROL PRECAUTIONS
A. The CONTRACTOR shall be responsible for taking sufficient precautions to protect public
health. The sewer lines shall also be protected from damage. The following shall apply:
1. No wastewater shall be allowed to back up into any homes or buildings.
2. No wastewater shall overflow any manholes, cleanouts, or any other access to the
sewers.
3. Users upstream of the pump and haul area shall be able to use all their water and sewer
utilities without interruption.
B. Any sump pumps, bypass pumps, trash pumps, or any other type of pump which pulls
wastewater or any type of material out of the manhole or sewer shall discharge the material
into another manhole, or appropriate vehicle or container approved by the ENGINEER. Under
no circumstances shall this material be discharged, stored, or deposited on the ground, swale,
road, or open environment.
C. The CONTRACTOR shall take appropriate steps to ensure that all pumps, piping, and hoses
that carry raw wastewater are protected from traffic.
D. If during the execution of the Work any raw wastewater is spilled, discharged, leaked, or
otherwise deposited in the open environment, due to the CONTRACTOR's work, the
Contractor shall be responsible for any cleanup of solids and stabilization of the area affected.
This work shall be performed at the CONTRACTOR's expense with no additional cost to the
OWNER. The CONTRACTOR shall also be responsible for notifying the OWNER's sewer
system maintenance personnel and complying with any and all regulatory requirements for
cleaning up the spill at no additional cost to the OWNER.
E. The CONTRACTOR shall take proper precautions to prevent damage to existing sanitary
sewer facilities, flooding, or damage to public or private property.
F. The CONTRACTOR shall make repairs or replacements or rebuild such damaged section or
sections of existing sewers, as directed by the ENGINEER. All such repairs, replacements,
and rebuilding shall be paid for by the CONTRACTOR.
G. The CONTRACTOR shall make such provisions as are necessary for handling all flows in
existing sewers, connections, and manholes by pipes, flumes, or by other approved methods
at all times, when his operations would, in anyway, interfere with normal functioning of those
facilities.
H. The CONTRACTOR shall be responsible for the removal of any debris and sedimentation in
the existing sewers, laterals, and manholes, etc., which is attributable to his work under this
Contract.
All operations shall be performed by the CONTRACTOR in strict accordance with OSHA and
any other applicable safety requirements. Particular attention is directed to safety regulations
for entering confined spaces.
END OF SECTION
ONWASA Wastewater Flow Control
Standard Specifications 330139-2

SUMMERHOUSE PUMP AND HAUL ROUTE TO HUNTER'S CREEK�°
DATE: I / 13/2016

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WASTEWATER SALES AGREEMENT
ADDENDUM III
RECITALS
WHEREAS, the Parties entered into the Wastewater Sales Agreement on
February 17, 2004 (hereinafter referred to as the "Agreement) and has heretofore
executed 2 addendums to the Agreement;
WHEREAS, the Agreement provides for a Phase 1 Volumetric Flow Limit of 2
mgd and permits the Authority to submit a written request to the Government
Representative for an increase in the Volumetric Flow Limit;
WHEREAS, on April 24, 2006, the Authority has requested in writing that the
Government increase the Volumetric Flow Limit to the Phase 2 level of 3.5 mgd;
WHEREAS, at the time of execution of the Agreement, the Authority had
determined to design its facilities to utilize the Phase 1 Volumetric Flow Limit of 2 mgd;
WHEREAS, since the execution of the Agreement, the Authority had identified
additional needs which, through good business practice, requires that the Authority
design its utility facilities to utilize the Phase 2 Volumetric Flow Limit of 3.5 mgd;
WHEREAS, the potential users of additional capacity provided by the Phase 2
Volumetric Flow Limit include, but are not limited to, the City of Jacksonville (1 mgd),
the Town of Swansboro (1 mgd), Hunters Creek (about 900 residential connections),
other incorporated areas of Piney Green, and substantially more interest for sewer
capacity from developers;
WHEREAS, the cost of designing the Authority's facilities to utilize the Phase 2
Volumetric Flow Limit is substantial and the Authority has determined that it would be
potentially wasteful to so design its facilities unless it is assured that the Phase 2
Volumetric Flow Limit is available;
WHEREAS, as required by paragraph 2 (e) and Exhibit A of the Agreement, the
Government has determined that the Phase 2 volumetric flow capacity of 3.5 mgd is
available, that such service is not available to the Authority from another local source,
that the sale of such service is in the public interest, such additional service shall
comply with all applicable federal, state and local laws and regulations pertaining
thereto and that the Authority is fully in compliance with the terms and conditions of the
Agreement.

1 I r
NOW, THEREFORE, the parties agree as follows:
1. PROVISION OF UTILITY SERVICES
(a) Description. The Government shall from the effective date of this
addendum provide the Authority 3.5 million gallons per day of
sanitary sewage disposal and treatment services for wastewater
affluent. Connection to the Government system shall be in
accordance with the provisions noted in Addendum II to the
Wastewater Sales Agreement.
(b) Effective Date. This addendum shall become effective on the date
of its full execution by both parties hereto.
FOR THE PARTIES:
Date: LTZ?/ Ad 7
For the Government:
Marine Corps Base, Camp Lejeune
Date:
For the Author .
Marvin Trott
Chairman
Onslow Water and Sewer Authority
APPROVED AS TO FORM BY:
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Date: /B - 0 -7
William al Lyndfi

J1 LEWIS FARMS
&LIQUID WASTE, INC.
January 7, 2016
Shawn Nason
Facilities & Collection Supervisor
ONWASA
PO Box 1415
Jacksonville, NC 28540
RE: Pump and Haul at Summerhouse
Dear Mr. Nason,
Lewis Farms can continue pump and haul operations from the Summerhouse Subdivision at current
volumes. If needed, Lewis Farms can increase the volume of wastewater hauled should demand increase.
Please do not hesitate to contact me if you have any further questions.
Sincerely,
WZ
/#oV
7- -
Wesley Wooten
8155 Malpass Corner Road Currie, NC 28435
910.283.9823 phone [phone] far wesley@lewisfarmsandliquidwaste. com em i
www. lewisfarmsandliquidwaste. com websire

Member Governments ONwA
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Holly Ridge
Jacksonville
North Topsail Beach
Onslow County
Richlands
Swansbaro Onslow Water &Sewer Authority
January 25, 2016
Mrs. King
Utilities and Planning
Superintendent
Edward Caron
I want to respond to the letter written dated July 30, 2015 about Holly Ridge
WWTP permit no. WQ0019907.
910.9327523 Tel
910.055.5607 Fax
ONWASA has been working on rehab of the Summerhouse WWTP. At this time
the Plant is about 95% ready to be put in operation. We are running the Plant with
clean water to find out what works and what doesn't. During this process we have
found several things that need to be fixed and many parts had to be ordered. TA
Loving is the Contractor that built the new Head Works and has done many of the
major repairs needed at the plant; they are completing the start-up on the
equipment that has been installed. We anticipate TA Loving and ONWASA
should be able to complete the start-up of new equipment and make any other
repairs needed in the next couple of months.
The force main from the Jenkins Street Pump Station has been completed and is
ready to pump wastewater to Summerhouse. The flow from the Jenkins Street
Pump Station from January 2015 to January 2016 averaged about 137,000 GPD;
this will reduce the flow to Holly Ridge WWTP around 50%.
If you have any other question please contact me at [e-mail] or (9 10)
937-7523
Sincerely,
Edward Caron
Utilities and Planning Superintendent
218 Georgetown Road • P.O. Box 1415 • Jacksonville, NC 28540 • T e1910.455.0722 • hay 910.347.0793 • www.onwasa.com

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January 18, 2016
Mr. Jim Bushardt
ONW,AS
Onslow Water & Sewer Authuno:
Environmental Engineer
NC Department of Environment Quality
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Subject: Summerhouse at Everett Bay
Request for Pump and Haul Permit Renewal
Dear Mr. Bushardt,
RECEIVED/NCDENR/M
JAN 2 7 2016
Water Quality Regional
Operations Section
Wilmington Regional Office
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The ONWASA-owned wastewater treatment facility (W WTP) at Summerhouse at Everett Bay
(Summerhouse) cannot be operated due to low -flow conditions as currently there are only 19
homes and a community clubhouse that have been constructed in the development. The
recommended minimum flow to start-up and operate the facility, located in Holly Ridge, NC, is
30,000 gallons per day (gpd) of wastewater. It should be noted that ONWASA is working
towards completing upgrades to the W WTP in anticipation of operating the facility in the future.
ONWASA is requesting permission to renew the existing permit to maintain the permitted pump
and haul volume of 8,000 gpd.
The proposed operation will consist of pumping and hauling from existing Summerhouse Pump
Station Nos. 2, 3, and 4 discharging at one of two locations depending on available capacity at
the time. The primary discharge location will be an existing manhole adjacent to the intersection
of Jenkins St. and Crawford St. in the Town of Holly Ridge, NC. From that point, the wastewater
will be conveyed to the Holly Ridge Wastewater Treatment Facility. Due to recent periods of
inclement weather and subsequent increased flows at the Holly Ridge Wastewater Treatment
Facility, ONWASA is requesting to continue to utilize a secondary receiving facility as
necessary.
The secondary discharge location will be an existing manhole on Rolling Ridge Dr. in
Jacksonville, NC, which is upstream of the nearby Hunters Creek Pump Station. The Hunters
Creek Pump Station conveys wastewater to Piney Green Pump Station, which then directs the
flow to French Creek Wastewater Treatment Facility on Camp Lejeune for treatment. ONWASA
has sufficient wastewater allocation at the French Creek Wastewater Treatment Facility to
accommodate the additional flow.
228 Georgelown Road • P.O. Box 1415 • Jacksonville. NC 28540 -Tel [phone] • Fax [phone] • www.anw=a.com

2
ONWASA is submitting for your review and approval the following information in support of
the application for revision of Pump and Haul Permit No. WQ0036955 for the subject project:
• One (1) original and one (1) copy of the revised Domestic Wastewater Pump and Haul
Application form
• Application fee check in the amount of $810.00 made payable to NCDENR for the fee
required as the flow being requested not to exceed 9,999 gpd.
• Letter of flow acceptance from the ORC of the Holly Ridge Wastewater Treatment
Facility
• Letter of flow acceptance from the ONWASA Collection System ORC
• Copy of Addendum III of the Wastewater Sales Agreement between Camp Lejeune and
ONWASA confirming that ONWASA has 3.5 MGD of allocated wastewater capacity at
the French Creek treatment facility
• Letter from the hauler stating their capability and willingness to perform the pumping and
hauling
• Two (2) sets of Plans (Maps showing the proposed pump and haul routes and Record
Drawing of Summerhouse Pump Station Nos. 2, 3, and 4)
• Two (2) copies of the technical specifications
Should you have any additional questions or require additional information, please contact me at
[phone].
Francis A. Sanders, Jr., P
Interim Engineering Dire
CC: Billy Joe Farmer, ONWASA Executive Director
Eddie Caron, ONWASA Utility and Planning Superintendent
Shawn Nason, ONWASA Facilities and Collections Supervisor
FAS/sj
228 Georgetown Road • P.O. Box 1415 • Jacksonville. NC 18540 • Tel [phone] • Fax [phone] • www.onwasa.com

Member Governments
Holly Ridge
Jacksonville
North Topsail Beach
Onslow County
Richlands
Swansboro
January 11, 2016
0 NO,,.v��� Water d Sewer Auth-Sun,'
The Office of Allen Rhue
WWTP ORC
910.937.7574 Tel
910.340.9249 Cell
To: Surface Water Protection Supervisor,
This letter is in reference to the Pump and Haul permit renewal for Summerhouse WWTP.
I, Allen W. Rhue, ORC of the Holly Ridge WWTP Wastewater Surface Irrigation Facility, am
willing and able to accept the additional flow requested from Summerhouse WWTP.
The average flow for the Holly Ridge WWTP Wastewater Surface Irrigation Facility
(WQ0019907) is .234 MGD. The WWTP is permitted for 260,626 gpd.
I do not forsee the additional flow of 8,000 gpd interfering with the normal operation of this
facility.
Thank you,
ok
Allen W. Rhue
ORC
Holly Ridge WWTP
[e-mail]
228 Georgetown Road • P.O. Box 1415 • Jacksonville. NC 28540 • Tel 910,455.0722 • Fax 9!0.347.0793 • www.mtwasa. cont

Member Governments
Holly Ridge
Jacksonville
North Topsail Beach
Onslow County
Richlands
Swansboro
Date: January 12, 2016
0 Nw��S
Onslow Water 3 Sewer z.,:r-�..
To: Frank Sanders, Interim Engineering Director
From: Eddie Caron, Utilities and Planning Superintendent
Subject: Summerhouse WWTP Pump and Haul Permit
Utilities and Planning
Eddie Caron
Superintendent
910.937.7513 Tel
910.055.5607 Fox
The Hunters Creek pump station can handle 8,000 gallons per day for conveyance
to the French Creek treatment facility on Marine Corp Base Camp Lejeune.
Thank you,
Eddie Caron
Utilities and Planning Superintendent
Onslow Water & Sewer Authority
910-937-7523
228 Geolgelown Road • P.O. Box 1415 • Jacksonville. NC28540 • Tel [phone] • Fax [phone] • www.onwasaxoni

SECTION 33 01 39
PUMPING AND HAULING
PART GENERAL
1.1 SUMMARY
A. Section Includes:
1. Pumping and Hauling
2. Flow Control Precautions
1.2 SUBMITTALS
A. CONTRACTOR to submit a complete and detailed pump and haul plan to the ENGINEER for
review, prior to commencement of Work in this Section.
1.3 RESPONSIBILITY FOR OVERFLOWS AND SPILLS
A. It shall be the responsibility of the CONTRACTOR to schedule and perform his work so as to
result in no overflows or spills of sewage or combined sewage from the system.
B. In the event of overflows caused by the CONTRACTOR's work activities, the CONTRACTOR
shall immediately take appropriate action, in accordance with the OWNER's SSO Emergency
Response Plan and all applicable regulatory requirements, to contain and stop the overflow,
clean up the spillage, disinfect the area affected by the spill, and notify OWNER immediately
upon first knowledge of overflow event.
C. CONTRACTOR will indemnify and hold harmless the OWNER for any fines or third -party
claims for personal or property damage arising from a spill or overflow that is fully or partially
the responsibility of the CONTRACTOR. Should fines subsequently be imposed, as a result of
any overflow for which the CONTRACTOR is fully or partially responsible, the CONTRACTOR
shall pay all such fines and all of the OWNER's legal, engineering, and administrative costs in
defending such fines and claims associated with the sanitary sewer spill.
PART 2 PRODUCTS
2.1 EQUIPMENT
A. Truck -Mounted Pump and Haul Equipment Shall Include:
1. 2400 gallon debris body capacity (ONWASA's Vacuum Truck)
2. 7500 gallon capacity (Contract Hauler)
3. 4000 gallon capacity (Contract Hauler)
PART 3 EXECUTION
3.1 GENERAL
A. All pipe materials utilized in wastewater flow diversion during construction shall be in good
condition, and free of defects, and leaks. Any defective material shall be replaced by the
CONTRACTOR at no cost to the OWNER. Upon completion of the job, pipe materials shall be
removed from the site.
ONWASA Wastewater Flow Control
Standard Specifications 33 01 39 -1