_J-1604000 Wastewater (Amendment 0017).pdf

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

J-1604000-04 Wastewater Tank Inventory, Portable Toilet Inventories Collection Frequency and Cleaning Frequencies.

Attachment J-1604000-01 Definitions and Acronyms

Acronym Title

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

Reference Title 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.

American National Standards Institute, Inc. (ANSI) 11 West 42nd Street, New York, NY 10036

Attachment J-1604000-03

Wastewater System Description and Inventory

The contractor is responsible for pumping wastewater from all locations based on the total gallons provided in the contract. There is no on-site wastewater treatment available.

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 directly outside of the U.S. compound. Wastewater collected in these tanks is to be pumped out by the contractor and then 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 the contractor.

In the 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.

Attachment J-1604000-04 Wastewater Tank, Portable Toilet Inventories Collection Frequency and Quantity.

The inventory of sewage holding tanks, portable toilets, frequencies of tank emptying and cleaning and estimated quantity is provided in the file named “1604000 J-04 Tank Inventory and Frequency.xlxs”

The estimated sewage and sludge removal is approximately 5.5 million gallons per month.