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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 Collection System Description and Inventory |
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 |
| MACP |
| Manhole Assessment and Certification Program |
| NASSCO |
| National Association of Sewer Service Companies |
| NPDES |
| National Pollutant Discharge Elimination System |
| PACP |
| Pipeline Assessment and Certification Program |
| SCADA |
| Supervisory Control and Data Acquisition |
| SRM |
| Sustainment, Restoration and Modernization |
| UFC |
| Unified Facilities Criteria |
| WEF |
| Water Environmental Federation |
ATTACHMENT 1604000-02
REFERENCES AND TECHNICAL DOCUMENTS
| 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 |
Wastewater Management, Sampling and Slug Prevention Plan, dated February 2018
Non-Government Publications.
National Association of Sewer Service Companies, (NASSCO)
American National Standards Institute, Inc. (ANSI)
ATTACHMENT J-1604000-03
WASTEWATER COLLECTION SYSTEM DESCRIPTION AND INVENTORY
The wastewater collection system includes all pipeline from the first junction away from the building (i.e. the sewer line lateral is generally considered to be part of building’s systems and handled under 1502000). All pipeline, manholes, wet wells, dry wells, pumping stations, etc. are considered part of the wastewater collection system.
The AAMDF wastewater collection system design conforms to UFC 3-240-07FA. Wastewater flows are based upon loads of 115 lpcd for 8-hour occupants and 380 lpcd for 24-hour occupants. A below grade lift station with redundant pumps is provided to transfer the waste stream for the entire AAMDF site to a Navy provided wastewater system, including an additional wastewater lift station with redundant pumps that will then convey the waste to an offsite HN treatment plant. The system is designed to gravity flow to the MDA wastewater lift station (approximately 5.8 meters deep) in lieu of installing additional wastewater lift stations. A combination of onsite gravity lines and force mains is conveys the sewage from the buildings to the wastewater pumping station. The minimum gravity wastewater pipe diameter is 150 mm for building connections with the minimum main size of 200 mm for the main wastewater gravity lines. Wastewater gravity piping material is PVC with the force main piping being HDPE. Manholes are provided along the wastewater piping and spaced no more than 120 meters apart. Manholes are provided at pipe junctions and at changes in pipe direction, slope, and size. Cleanouts are provided in accordance with the 2009 IPC. Double cleanouts are provided at building connection points. Single cleanouts are provided every 30 meters between the building connection point and the first manhole.
| Bldg |
| Location |
| Equipment Description |
| Equipment ID |
| Capacity |
| Qty |
| Remarks |
| Vehicle Refueling Area |
| Oil Water Separator |
| OWS21-01 |
| 1000 L |
| 1 |
| 29 |
| Fire Station |
| Oil Water Separator |
| OWS21-02 |
| 1000 L |
| 1 |
| 45 |
| PW Facility/BOS Ktr |
| Oil Water Separator |
| OWS41-01 |
| 2000 L |
| 1 |
| 42 |
| Access Control Facility |
| Oil Water Separator |
| OWS41-02 |
| 1000 L |
| 1 |
MDA Site
Depth – approx. 6.39 m
MDA Site
| Lift Station Pumps |
| SSLS-21 |
| 6.3 HP |
| 2 |
Navy Site
Depth – approx. 5.26 m
Navy Site
| Lift Station Pumps |
| SSLS |
| 6.3 HP |
| 2 |
| Submersible Sewage Cutter Pump |
Navy Site
| Sanitary Sewer Holding Tank |
| SSHT41-01 |
| 170,000 L |
| 1 |
Navy Site
| Sanitary Sewer Holding Tank |
| SSHT41-02 |
| 170,000 L |
| 1 |
ATTACHMENT J-1604000-04
PORTABLE TOILET REQUIREMENTS
| Est. Qty |
| Location |
| Est. Date |
