Application - 7/31/2013

I.
II.
NORTH CAROLINA
DEPARTMENT OF
ENVIRONMENT AND
NATURAL RESOURCES
w � mp34aG7 /
ID ENR
Division of Water Quality i 170 E IVE
WIRO Regional Office
Non -Discharge Pump and Haul Permit Application UL 3 2013
A
RY:
Application Number: (to be completed by DWQ for new projects)
GENERAL INFORMATION:
1. Applicant (corporation, individual, other): Onslow Water and Sewer Authority
2. Print owners or signing official's name and title (person legally responsible for the facility and its compliance):
Tim Webb, Utilities and Planning Superintendent
3. Mailing address of applicant: PO Box 1415
City: Jacksonville State: NC Zip: 28540
Telephone number: [phone] Facsimile number: ( )
Email Address: twebbAonwasa.com
4. Project name (facility or establishment): Summerhouse
5. County where project is located: Onslow
6. Fee submitted: $ (See Instruction B.)
7. Name and complete address of engineering firm: ONWASA Engineering Division
City: Jacksonville State: NC Zip: 28540
Telephone number: [phone] Facsimile number: (10) 455-5607
8. Name and affiliation of contact person who can answer questions about project:
Matthew E. Hypes, PE — Engineering Director Email Address: mhypesAonwasa.com
PERMIT INFORMATION:
1. 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 W 0036285 and the issuance date January 31, 2013
2. Specify whether the applicant is: public XXX or private
Form: P&H 01/12 Page 2 of 5

IV.
Cv
VI.
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
TREATMENT FACILITY INFORMATION:
1. Name of treatment facility receiving wastewater: Holly Ridge WWTP / French Creek WWTP
2. NPDES permit number of treatment facility: WQ0019907 / NCO063029
3. Treatment facility contact person and telephone no: Dan Straub [phone] / Jim Sides [phone]
4. County where treatment facility is located: Onslow
CONTRACT HAULER INFORMATION:
1. 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 — 4000 gal/load ONWASA Hauler - 2,400
gallons/load
GENERAL PROJECT INFORMATION
1. Brief project description: Summerhouse, a residential PUD, was designed and constructed to include 1.029
residential lots approximately years ago.
2. Explanation of why pump and haul is being requested: Only 7 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 permit
requirements.
3. Specify how long the pump and haul permit will be needed (maximum of six months): until the recommended
0.03 MGD of actual_ wastewater flow is realized. It is understood that the pump -and -haul operation will last loneer
than 6 months for this Project.
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. WQ0029945 Permitting agency DWO/APS/LAU
No; Pending permit No. Permitting agency
Form: P&H 01/12 Page 3 of 5

a
7. 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 alarms do the containers have? Audible and visual YES Auto dialer YES
VII. OWNER'S SIGNATURE:
Applicant's Signature and Certification:
I, Timothy Webb , attest that this application for Summerhouse
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.
Signature: ®� Date:
VIII. PROFESSIONAL ENGINEER'S CERTIFICATION:
I, Matthew E. Hypes, PE , attest that this application for Summerhouse
has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all
other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with 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 143-215.6A 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 $25,000 per
violation.
North Carolina Professional Engineer's seal, signature, and date:
���••

Form: P&H 01/12 Page 4 of 5

NORTH CAROLINA
DEPARTMENT OF
ENVIRONMENT AND
NATURAL RESOURCES
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ID ENR
Division of Water Quality 'ECEIVE
WIRO Regional Office 11 JUL 3 12013
Non -Discharge Pump and Haul Permit Applicatlo4y.
Application Number:
I, GENERAL INFORMATION:
H.
2.
3.
4.
5.
(to be completed by DWQ for new projects)
Applicant (corporation, individual, other): Onslow Water and Sewer Authority
Print owners or signing official's name and title (person legally responsible for the facility and its compliance):
Tim Webb, Utilities and Planning Superintendent
Mailing address of applicant: PO Box 1415
City: Jacksonville State: NC Zip: 28540
Telephone number: [phone] Facsimile number: (
Email Address: twebbna onwasa.com
Project name (facility or establishment): Summerhouse
County where project is located: Onslow
6. Fee submitted: $
11
8
1
2.
(See Instruction B.)
Name and complete address of engineering firm: _ ONWASA Engineering Division
PO Box 1415
City: Jacksonville State: NC Zip: 28540
Telephone number: [phone] Facsimile number: [phone]
Name and affiliation of contact person who can answer questions about project:
Matthew E. Hypes, PE — Engineering Director Email Address: mhypes ,onwasa.com
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 WQ0036285 and the issuance date January 31, 2013
Specify whether the applicant is: public XXX or private
Form: P&H 01/12 Page 2 of 5

HI. 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 93 and #4 pump
stations inside the Summerhouse development.
5 Description of any pretreatment of wastewater prior to pumping and hauling:
IV. TREATMENT FACILITY INFORMATION:
1. Name of treatment facility receiving wastewater: Holly Ridge WWTP / French Creek WWTP
2. NPDES permit number of treatment facility: W00019907 / NCO063029
3. Treatment facility contact person and telephone no: Dan Straub [phone] / Jim Sides [phone]
4. County where treatment facility is located: Onslow
V. CONTRACT HAULER INFORMATION:
1 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 — 4000al/� 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 4 years ago.
2. Explanation of why pump and haul is being requested: Only 7 houses and the clubhouse currently exist. With this
meager wastewater flow, the 0.1 MGD MBR units cannot be started up and run in compliance with permit
requirements.
3. Specify how long the pump and haul permit will be needed (maximum of six months): until the recommended
0.03 MGD of actual wastewater flow is realized It is understood that the pump -and -haul operation will last longer
than 6 months for this Project.
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 DWQ/APS/LAU
No; Pending permit No.
Form: P&H 01/12 Page 3 of 5
Permitting agency

VII.
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
Is the tank or container already in place or will it be installed for these activities? Existing
What type of high water alarms do the containers have?
OWNER'S SIGNATURE:
Applicant's Signature and Certification:
Audible and visual YES Auto dialer YES
I, Timothy Webb , attest that this application for Summerhouse
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.
Signature: / cP��
Date: `��,9 `�,,
PROFESSIONAL ENGINEER'S CERTIFICATION:
I, Matthew E. Hypes, PE , attest that this application for Summerhouse
has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all
other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with 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 143-215.6A 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.
North Carolina Professional EnIzineer's seal signature and date:

Form: P&H 01/12 Page 4 of 5

DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office
SWP 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
Office
SWP 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
SWP 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
SWP 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
SWP 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 01/12 Page 5 of 5
Mooresville Regional Office
SWP 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
SWP Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
Phone: [phone]
Fax: [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin

Member Governments
Haliv Ridge
Jacksonville
North Topsail Beach
Onslow Comity
Richlands
Swansboro
ONWAS
Onslow Water & Sewer Authority
To: Surface Water Protection Supervisor,
This letter is in reference to the Pump and Haul request for Summerhouse.
Dan Straub
ORC Holly Ridge WWTP/
Summerhouse WRF
[e-mail]
910.937.7575 Tel
910-3411-92i4 cell
July 23, 2013
I, Daniel R. Straub ORC of the Holly Ridge WWTP and Wastewater Surface Irrigation Facility,
am willing to accept the additional flow of domestic wastewater from the Summerhouse
development that is being requested on a case by case basis. I will need to be contacted each time
to ensure plant conditions allow for delivery of extra flow.
The average flow for the Holly Ridge WWTP Wastewater Surface Irrigation Facility
(WQ0019907) is. 185 MGD. The WWTP is permitted for 260,626 gpd.
I do not foresee the additional flow of 8,000 gpd interfering with the normal operation of this
facility.
Thank You,
Daniel R. Strad
ORC
Holly Ridge WWTP
910 937-7575 (plant)
910 340-9254 (cell)
dstraub(&onwasa.com
EcEJVE.
JUL 3 12013,,
228 Georgetown Road • P.O. Box 1415 • Jacksonville, NC 28540 • Tel [phone] • Frrr 910.455.2587 • www.onwasa.com

I
Member Govts.
Onslow County
Holly Ridge
Jacksonville
North Topsail Beach
Richlands
Swansboro
Date: July 29, 2013
nNWAS
Onslow Water & Sewer Authority
Email: twebb(cDonwasa.com
Website: www.onwasa.com
To: Matt Hypes; Engineering Director
From: Tim Webb; Utility and Planning Superintendent
Subject: Pump and Haul Permit
Office of the
Utility Planner
Tim Webb
The Hunters Creek pump station can handle an additional 8,000 gallons per day for
conveyance through the Piney Green pump station to the French Creek treatment facility
on base Camp Lejeune. The Piney Green pump station can also handle the additional
8,000 gallons per day.
Currently, ONWASA is only utilizing approximately 225,000 gpd of the allocated 3.5
MGD at the French Creek treatment facility. Furthermore, ONWASA has contacted Jim
Sides, the Utilities Director at Camp Lejeune, and he confirmed that there should be no
issues with an additional 8,000 gpd being sent to the French Creek treatment facility.
Tim Webb
r
Utility and Planning Superintendent
ONWASA
228 Georgetown Rd.
Jacksonville, NC 28540 i(�►�'�
312013
228 Georgetown Road. • P.O. Box 1415 • Jacksonville, NC 28540 • Tel [phone] • Fax [phone]
7/29/2013

WASTEWATER SALES AGREEMENT
ADDENDUM 111
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.

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 11 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: /
For the Government:
Marine Corps Base, Camp Lejeune
Date:
For the Author' y.
Marvin Trott
Chairman
Onslow Water and Sewer Authority
APPROVED AS TO FORM BY:
Date:
William O. 1 Lyncfh

k7ALEWIS
& LIQUID
July 24, 2013
Tim Webb
Utility and Planning Superintendent
ONWASA
PO Box 1415
Jacksonville, NC 28540
RE: Pump and Haul
Dear Mr. Webb,
FARMS
WASTE, INC.
Lewis Farms can pump and haul 8,000 gallons of wastewater a day or more if needed.
Please do not hesitate to contact me if you have any further questions.
Sincerely,
o%7z--
Wesley Wooten
ECEIVE
JUL 312013
0.-
8155 Malpass Cortrer Road Currie, NC 28435
910.283.9823 11,. 910.283.25(10.f. weslelqlewisfarnisandligaidwaste.cont -mad
wwwdewisf (/rntsanllllgllidwasle.eom website

Member Govts
Onslow County
Holly Ridge
Jacksonville
North Topsail Beach
Richlands
Swansboro
()NWAS
Onslow Water & Sewer Authority
Date: November 9, 2012
Email: twebb(c).onwasa.com
Website: www.onwasa com
To: Matt Hypes; Engineering Director
From: Tim Webb; Utility Planner
Subject: Pump and Haul Permit
Office of the
Utility Planner
Tim Webb
The Facility Maintenance Division of ONWASA can pump and haul 24,000 gallons per
day from the collection system at Summerhouse. The wastewater will be discharged at a
designated location in the Holly Ridge collections system for conveyance and treatment.
� r ,
9
JUL 3 12013
228 Georgetown Road. • P.O. Box 1415 • Jacksonville, NC 28540 • Tel [phone] • Fax [phone]
11/9,2012

Member Governments NWAS Holly Ridge
Jacksonville
North Topsail Beach
Onslow County
Richlands 0
Swansboro Onslow Water & Sewer Authority
Technical Specifications
for
Summerhouse at Everett Bay
Pump and Haul Permit Application Package
29 -July -2013

// 3
ECEIi/tn
JUL 31 2013 ��
Hv
Engineering Division
Matthew E. llypes, P.E.
Engineering Director
mlrypesea onwasa.com
910.937.7525 Tel
910.455.5607 Fax
228 Georgetown Road • P.O. Box 1415 • Jacksonville, NC 28540 • Tel [phone] • Fax [phone] • www.onwasa.com

iw 12
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.
PART2 PRODUCTS
2.1 EQUIPMENT
A. ONWASA-Owned Truck -Mounted Pump and Haul Equipment Shall Include:
1. 2400 gallon debris body capacity
2. 8 -foot telescopic boom
3. Vacuum System Capable of:
a. 4500 CFM Inlet Volume @ 0" Hg;
b. 3620 CFM @ 16" Hg and 2250 RPMs
PART 3 EXECUTION
3.1 GENERAL
A. All materials used for wastewater flow control shall be pre -approved by the ENGINEER prior
to commencing wastewater flow control activities.
ONWASA
Standard Specifications
Wastewater Flow Control
3301 39-1

B. 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.
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
Standard Specifications
Wastewater Flow Control
330139-2