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SECTION J
DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS
TABLE OF CONTENTS
| ATTACHMENT NUMBER |
| ATTACHMENT TITLE |
| J-1604000-01 |
| Definitions and Acronyms |
| J-1604000-02 |
| References and Technical Documents |
| J-1604000-03 |
| Wastewater Treatment Plant and Collection System Description and Inventory |
| J-1604000-04 |
| Wastewater Removal |
ATTACHMENT J-1604000-01
DEFINITIONS AND ACRONYMS
Definitions
| Equipment, Collateral |
| Encompasses built-in and large substantially affixed equipment/property that is normally acquired and installed as part of a facility project. |
| Equipment, Installed |
| Encompasses building-type equipment, built-in equipment, and large, substantially affixed equipment/property, and is normally acquired and installed as part of a facility project. Installed equipment is normally required to make a facility useful and operable. Removing such equipment would impair the usefulness, safety, or environment of the facility or the facility restoration work required after its removal, is substantial. |
| Equipment, Personal Property |
| Personal property equipment includes all equipment other than collateral equipment. Such equipment, when acquired and used in a facility or a test apparatus, can be severed and removed aster erection or installation without substantial loss of value or damage thereto or to the premises where installed. |
| Facilities Life Cycle |
| A facilities life cycle is divided into four stages, requirements (planning and design), acquisition (construction and acceptance), stewardship (operations, maintenance and repair), and disposal. |
| Facilities Maintenance Management |
| The planning, prioritizing, organizing, controlling, reporting, evaluating, and adjusting of facilities maintenance operations to support the CNO/NAVFAC facilities policy and objectives and satisfy customers’ facility needs. Defined by the International Facility Management Association as “the practice of coordinating the physical workplace with the people and work of the organization.” |
| Integrated Maintenance Plan |
| IMP is a recurring state-of-the-art, reliability-centered inspection, testing, maintenance and repair program that determines best practices for managing the functions and consequences of failures of facilities equipment and system components. IMP encompasses accepted commercial practices, including reactive, preventive, predictive and proactive maintenance, into one optimal program. The IMP approach gives the Contractor full responsibility to maintain systems and equipment and perform repairs whenever necessary to ensure equipment and systems are operational and remain in a constant state of readiness. |
| Life-Cycle Costs |
| A form of economic analysis that considers the total cost of owning, operating, and maintaining a building or system over its useful life. |
| Repair |
| Repair is the restoration of facilities or equipment to such a condition that it may be effectively utilized for its designated purposes by overhaul, reconstruction, or replacement of constituent parts or materials which have deteriorated by action of the elements or usage, and which have not been corrected through maintenance. This term also applies to replacement of the entire unit or system if beyond economical repair. The intent of repair is to have the equipment at normal working condition. |
| Replacement |
| Replacement, as a distinct work element, is confined to a program of planned replacement of a facility or its components. It may be further limited to major components such as air conditioning compressors, furnaces or hot water heaters. Replacement is performed when the equipment has reached the end of its useful life; when it no longer can perform due to degradation of its internal components and repair is no longer cost effective. Included under the replacement would be the major rebuilding of any component, since rebuilding also restores performance. |
| Restoration |
| Restoration of real property to such a condition that it can be used for its intended purpose. Includes repair or replacement work to restore facilities damaged by inadequate sustainment, excessive age, natural disaster, fire, accident or other causes. |
| Sustainment |
| Maintenance and repair activities necessary to keep a typical inventory of facilities in “normal working condition”. Sustainment includes regularly scheduled maintenance as well as cyclical major repairs or replacement of components that occur periodically over the expected service life of the facilities. |
| SCADA |
| A version of telemetry commonly used in wide-area industrial applications, such as electrical power generation and distribution and water distribution, which includes supervisory control of remote stations as well as data acquisition from those stations over a bidirectional communications link. |
| ANSI |
| American National Standards Institute |
| ASHRAE |
| American Society of Heating, Refrigerating and Air-Conditioning Engineers |
| ASME |
| American Society of Mechanical Engineers |
| BOD |
| Biochemical Oxygen Demand |
| COD |
| Chemical Oxygen Demand |
| DoD FGS |
| Department of Defense Environmental Final Governing Standards |
| MACP |
| Manhole Assessment and Certification Program |
| NASSCO |
| National Association of Sewer Service Companies |
| NPDES |
| National Pollutant Discharge Elimination System |
| OEBGD |
| Overseas Environmental Guidance Document |
| PACP |
| Pipeline Assessment and Certification Program |
| SCADA |
| Supervisory Control and Data Acquisition |
| SRM |
| Sustainment, Restoration and Modernization |
| TSS |
| Total Suspended Solids |
| UFC |
| Unified Facilities Criteria |
| WEF |
| Water Environmental Federation |
| WWTP |
| Wastewater Treatment Plant |
ATTACHMENT 1604000-02
REFERENCES AND TECHNICAL DOCUMENTS
| DoD 4715.05-G |
| Overseas Environmental Guidance Document |
| EI 11C201 |
| Wastewater Collection and Pumping |
| MO-209 |
| Engineering Criteria |
| MIL-HDBK-1005/9 |
| Industrial and Oily Wastewater Control |
| UFC 3-240-02N |
| Wastewater Treatment Systems |
| UFC 3-240-04A |
| Wastewater Collection |
| UFC 3-240-07FA |
| Sanitary and Industrial Wastewater Collection: Gravity Sewers and Appurtenances |
| UFC 3-240-09FA |
| Domestic Wastewater Treatment |
| UFC 4-832-01N |
| Design: Industrial and Oily Wastewater Control |
Non-Government Publications.
National Association of Sewer Service Companies, (NASSCO)
11521 Cronridge Drive, Suite J, Ownings, MD 21117
American National Standards Institute, Inc. (ANSI)
11 West 42nd Street, New York, NY 10036
ATTACHMENT J-1604000-03
WASTEWATER TREATMENT PLANT AND COLLECTION SYSTEM DESCRIPTION AND INVENTORY
The wastewater collection system on the LSA consists of gravity and force mains that direct the flow to a series of holding tanks located within and outside of the U.S. compound. These tanks are pumped out by contracted vendors, and the wastewater is trucked off site for treatment and disposal. There is no existing integrated wastewater collection system in the Flightline area. The existing ablution units in the Flightline are serviced by stand alone wastewater holding tanks serviced by commercial vendors.
In the former WRM area north of Broadway Road (the Main Access Road), approximately 979 meters of 4 inch gravity sewer were installed in 2003 that direct the wastewater to a lift station in the southeastern corner of the former WRM area. The pumps and force main from this lift station have not been installed.
The area south of Broadway Road known as the Exercise Area, there are two lift stations with force mains that manifold together into a single main that discharges into the aforementioned holding tanks outside of the U.S. compound. The easternmost lift station is now abandoned but formerly collected wastewater from a group of nearby ablution units. It was noted that the gravity lines from the latrine RLBs to the lift station have a very shallow grade that has a history of clogging. The larger lift station has a storage capacity of 50,000 gallons. It receives wastewater flow via a 4 inch gravity line that services a row of 8 ablution units, the medical clinic and the office building 6000.
There is no on-site wastewater treatment available. The existing holding tanks must be pumped daily, and there is evidence that the tanks have overflowed. Public Works personnel have reported that they are averaging about 1 million gallons per month of wastewater removal.
ATTACHMENT J-1604000-04
WASTEWATE REMOVAL
| Site |
| Facility Number |
| Description and Location |
| Number of Porta Potties |
| Porta Potties Serviced |
| Total Gallons Removed from Wastewater Receiving Site Per Month |
| Isa LSA |
| 2248 |
| Ablution/latrine - Bottom of LSA |
Approximately 77,500 Gallons
| Isa LSA |
| 2448 |
| Ablution/latrine - Bottom of LSA |
Approximately 77,500 Gallons
| Isa LSA |
| 2648 |
| Ablution/latrine - Bottom of LSA |
Approximately 77,500 Gallons
| Isa LSA |
| 2748 |
| Ablution/latrine - Bottom of LSA |
Approximately 77,500 Gallons
| Isa LSA |
| N/A |
| Porta Potties |
| 23 on site |
| 1 X Daily |
| Approximately 34,500 Gallons |
| Isa PAT Site |
| 2004 |
| Ablution Unit - Female - Main Compound Area |
| 3 at ECP |
| 1 X Every Three Days |
| Approximately 20,000 Gallons |
| Riffa PAT Site |
| 3004 |
| Ablution Unit - Female - Main Compound Area |
| 3 at ECP |
| 1 X Every Three Days |
| Approximately 20,000 Gallons |
| Riffa PAT Site |
| 3005 |
| Ablution Unit - Male - Main Compound Area |
| 6 at Ablution Units |
| 1 X Every Three Days |
| Approximately 20,000 Gallons |
| Riffa PAT Site |
| N/A |
| Porta Potties |
| 9 on site |
| 1 X Daily |
| Approximately 14,000 Gallons |
| RAYDOME |
| 8001 |
| Ablution/latrine RAYDOME |
| 1 at Ablution Unit |
| USMC LSA |
| 9801 |
| Marine Site Porta Potties |
| 3 By Offices |
| 1 X Daily |
| Approximately 750,000 Gallons |
| USMC Flight Line |
| N/A |
| Porta Potties |
| 7 on site |
| 1 X Daily |
| Approximately 10,500 Gallons |
| Isa Fuel Farm |
| 4452 |
| Ablution/latrine Fuel Farm- |
Approximately 77,500 Gallons
| Isa Flight Line |
| 5029 |
| Male Ablution/latrine Flight Line |
Approximately 77,500 Gallons
| Isa Flight Line |
| 5030 |
| Female Ablution/latrine Flight Line |
Approximately 77,500 Gallons
| Isa Flight Line & Fuel Farm |
| N/A |
| Latrines |
| 13 on site |
| 1 X Daily |
| Approximately 20,000 Gallons |
| Isa Flight Line |
| N/A |
| Fire Station #2 Flight Line |
| 1 X Every Three days |
| Approximately 20,000 Gallons |
| USMC Flight Line (Isa) |
| 5201 |
| Male Ablution/latrine |
Approximately 77,500 Gallons
| USMC Flight Line (Isa) |
| 5202 |
| Male Ablution/latrine |
Approximately 77,500 Gallons
| USMC Flight Line (Isa) |
| 5203 |
| Male Ablution/shower |
Approximately 77,500 Gallons
| USMC Flight Line (Isa) |
| 5204 |
| Male Ablution/shower |
Approximately 77,500 Gallons
| USMC Flight Line (Isa) |
| 5205 |
| Female Ablution/latrine |
Approximately 77,500 Gallons
| USMC Flight Line (Isa) |
| 5206 |
| Female Ablution/Shower |
Approximately 77,500 Gallons
| USMC Flight Line (Isa) |
| N/A |
| Porta Potties |
| 7 on site |
| 1 X Daily |
| Approximately 10,000 Gallons |
N62470-13-R-3009
