FORT POLK
Leesville, Louisiana
In September 2008, under the Department of Defense’s Utility Privatization Program, American Water was awarded ownership and a 50-year contract for the operations and maintenance of the water and wastewater distribution and collection systems and treatment facilities at Fort Polk in Leesville, Louisiana.
Our responsibilities include system capital investment, regulatory and environmental compliance, planning, asset recapitalization, and long term operations and maintenance. The potable water distribution system consists of ground water supply, treatment, storage, and piping. There are twelve active wells supplying water through a network of 100 miles of pipe and being stored in 14 elevated and ground tanks with a combined capacity of 7 million gallons.
The wastewater collection system includes two wastewater treatment plants with a capacity of 1.4 and 3.8 million gallons per day (MGD) both serviced by 82 miles of pipe. The water and wastewater systems at Fort Polk serve a population of just under 20,000.
Water Quality Reports
Lead Inventory Status Update to the Community at Fort Polk, Louisiana
October 2024
PWSID: Fort Polk South Water System: LA1115065
PWSID: Fort Polk North Housing Water System: LA1115087
PWSID: Fort Polk North Water System: LA1115064
American Water’s Military Services Group takes water quality and the safety of the people and communities we serve very seriously. Providing safe, clean, reliable water to military service members and their families is our top priority. American Water’s Military Services Group at Fort Polk completed an initial inventory of service lines to comply with the new Lead and Copper Rule Revisions under the Environmental Protection Agency and Louisiana Department of Health regulations. These revisions required, among other items, that all community and non-transient, non-community waterworks compile a list of all known service lines and create an inventory to provide to the state by October 16th, 2024. Of particular interest are service lines whose materials known to be lead or galvanized requiring replacement or service lines whose material is unknown. Classifications may require further action by the waterworks.
American Water’s Military Services Group at Fort Polk has completed its initial inventory and has found no service lines that are currently known to be lead, galvanized requiring replacement, or are of an unknown status.
An extensive review was completed by American Water to make this current determination. Methods utilized included:
- Reviewing distribution system maps and drawings
- Reviewing historical records on service connections installation records
- Reviewing historical capital improvement plans
- Evaluating previous materials
- Reviewing repair and replacement records
- Field inspections – visual inspections/service line excavations “potholing”
- Disqualification of the likelihood of lead based of construction records indicating installation date and/or the size of the service lines.
- Performing a state-approved statistical analysis
American Water also initiated a good faith effort to field verify a portion of service lines against historical records. This effort further validated historical records and that there are currently no known lead lines, galvanized requiring replacement, or unknowns. American Water worked with partners on post such as the Fort Polk’s Directorate of Public Works and Fort Polk’s Privatized Housing in completing these verifications.
If you have any questions about the status of your service line or its material, the Lead and Copper Rule Revisions, or about the impact or health effects of lead, please visit us at our office or call us at 337-537-1161.
You can also find our annual water quality report online at:
https://www.amwater.com/ccr/fortpolknorth.pdf
https://www.amwater.com/ccr/fortpolksouth.pdf
https://www.amwater.com/ccr/fortpolknorthhousing.pdf
VENDOR INFORMATION AND FORMS
STANDARD SPECIFICATIONS
Division 1 - General Requirements
Division 3 - Concrete
- 03 30 00 - Cast-In-Place Concrete
- 03 48 10 - Precast Concrete Manholes
- 03 48 20 - Valve Boxes and Meter Vaults
- 03 90 00 - Manhole Rehabilitation
Division 5 - Metals
Division 9 - Finishes
Division 22 - Plumbing
- 22 11 16.11 - Water Tap and Service Installation
- 22 11 16.13 - Cross Connection Control
- 22 13 19.23 - Grease Traps
- 22 13 20 - Oil/Water Separator
Division 25 - Integrated Automation
Division 26 - Electrical
- 26 00 10 - General Electrical Requirements
- 26 00 20 - Electrical Materials and Methods
- 26 29 33 - Variable Frequency Drives
- 26 32 13.13 - Emergency Generator
- 26 36 23 - Automatic Transfer Switch
Division 31 - Earthwork
- 31 11 00 - Clearing and Grubbing
- 31 23 23 - Utility Backfill Materials
- 31 23 33 - Excavation Backfill and Compaction for Utilities
- 31 50 00 - Casing Installation
Division 32 - Exterior Improvements
- 32 01 00 - Pavement Repair and Restoration
- 32 13 13 - Concrete Curb, Drives and Sidewalks
- 32 92 00 - Turf and Grasses
Division 33 - Utilities
- 33 01 10.13 - Pressure and Leakage Tests
- 33 01 10.15 - Disinfecting Pipeline
- 33 01 30.13 - Acceptance Testing for Sanitary Sewers
- 33 01 30.51 - Pumping and Bypassing
- 33 05 23.13 - Horizontal Directional Drilling
- 33 05 27 - Tracer Wire
- 33 05 29.11 - Stream Crossing
- 33 05 29.13 - Bridge Crossing
- 33 11 00 - Piping and Accessories - General Provisions
- 33 11 00.11 - Polyvinyl Chloride (PVC) Pipe
- 33 11 00.13 - High Density Polyethylene (HDPE) Pipe
- 33 11 00.15 - Ductile Iron Pipe and Fittings
- 33 11 00.17 - Polyethylene Wrap
- 33 11 00.19 - Abandonment of Water Mains
- 33 11 00.21 - Cured-In-Place Pipe
- 33 12 16.11 - Gate Valves
- 33 12 16.13 - Butterfly Valves
- 33 12 16.15 - Pressure Reducing Valves
- 33 12 16.17 - Tapping Sleeves and Valves
- 33 12 16.19 - Air Release Valves
- 33 12 19 - Fire Hydrants
- 33 12 33 - Water Meters
- 33 16 13 - Ground Storage Tanks
- 33 16 13.11 - Water Storage Tank Disinfection
- 33 16 13.12 - Water Storage Tank Removal
- 33 21 00 - Drinking Water Well Requirements
- 33 31 00.11 - Gravity Sanitary Sewers
- 33 31 00.13 - Abandonment of Sewer Mains
- 33 31 00.15 - Sanitary Sewer Laterals
- 33 32 16 - Packaged Sanitary Lift Stations
- 33 32 16.15 - Medium Sized Lift Stations
- 33 32 17 - Grinder Lift Stations
- 33 34 00 - Sanitary Sewer Force Mains
STANDARD DETAILS
General
- MSG-ST-01 - General Water and Sewer Construction Notes(1 of 2)
- MSG-ST-01A - General Water ans Sewer Construction Notes(2 of 2)
- MSG-ST-02 - Trench Restoration
- MSG-ST-03 - Jack and Bore Detail
- MGS-ST-04- Electrical Safety
- MSG-ST-05 - Required Separation between Water Mains and Sanitary Sewers
- MSG-ST-06 - Chain-Link Fence
- MSG-ST-07 - Concrete Encasement Detail
- MSG-ST-08 - Yard Hydrant
Wastewater
- MSG-WW-01 - Standard Simplex Lift Station
- MSG-WW-02 - Standard Small Lift Station
- MSG-WW-03A - Standard Medium Lift Station
- MSG-WW-03B - Standard Medium Lift Station Layout
- MSG-WW-04 - Standard Lift Station Components Details 1
- MSG-WW-05 -Standard Lift Station Components Details 2
- MSG-WW-06 - Standard Lift Station Electrical Plan
- MSG-WW-07 - Clean Out Detail
- MSG-WW-08 - (RESERVED)
- MSG-WW-09 - Standard Precast Manhole Detail
- MSG-WW-10 - Typical Outside Drop Connection Detail
- MSG-WW-11 - Doghouse Manhole Detail
- MSG-WW-12 - Connection to Existing Manhole Detail
- MSG-WW-13 - Manhole Steps Detail
- MSG-WW-14 - Manhole Frame and Cover Detail
- MSG-WW-15 - Manhole Vent
- MSG-WW-16 - Sanitary Sewer Lateral Detail
- MSG-WW-17 ( RESERVED)
- MSG-WW-18 - Force Main Discharge Manhole
- MSG-WW-19 - Force Main Cleanout
- MSG-WW-19A - Force Main Dual Cleanout Detail
- MSG-WW-20 - Sewage Air Release Valve
- MSG-WW-21 - Grease Trap
Water
- MSG-W-01 - Water Service Installation for 2" Meters
- MSG-W-01A - Water Service Installation for Smaller than 2" Meters
- MSG-W-02 - Shallow Bury Air Release Valve Assembly Detail
- MSG-W-03 - Gate Valve Box Pad Detail
- MSG-W-04 - Concrete Valve Box Pad Detail
- MSG-W-05 - Tracer Wire for Non-Conductive Pipe Detail
- MSG-W-06 - Tapping Sleeve and Valve Detail
- MSG-W-07 - Fire Hydrant Detail
- MSG-W-08 - Thrust Block Details
- MSG-W-09 - 3" and Larger Meter Vault Detail
- MSG-W-10 - Fire Hydrant Construction Meter Detail
- MSG-W-11 - (RESERVED)
- MSG-W-12 - (RESERVED)
- MSG-W-13 - Cutting-In Sleeve and Valve Installation Detail
- MSG-W-14 - Concrete Blocking Pad Detail
- MSG-W-15 - Blow-off Assembly Detail
- MSG-W-16 - Automatic Flushing Assembly Detail
- MSG-W-17 - 3/4"-2" DC Backflow Preventer - Exterior
- MSG-W-18 - 2" DC Backflow Preventer - Exterior
- MSG-W-19 - 3/4" - 2" DC Backflow Preventer - Interior
- MSG-W-20 - 2" DC Backflow Preventer - Interior
- MSG-W-21 - 3/4"-2" RPZ Backflow Preventer - Exterior
- MSG-W-22 - 2" RPZ Backflow Preventer - Exterior
- MSG-W-23 - 3/4" - 2" RPZ Backflow Preventer - Interior
- MSG-W-24 - 2" RPZ Backflow Preventer - Interior
- MSG-W-25A-HDPE Connection Restraints
- MSG-W-25B-HDPE Connection Restraints
- MSG-W-29- Above Ground Sampling Station
DESIGN GUIDE
Military Services Group Design Guide
STANDARD SPECIFICATIONS AND DETAILS REVISIONS LOG
ADDITIONAL DOCUMENTS
To contact Fort Polk administrator or Project Manager, please email Fort.Polk@amwater.com or contact 337-537-1161.