J-1606000 Water.pdf

PDF 680 KB Posted

Attached to
Base Operations Support Services For NSA Annapolis and US Naval Academy, Annapolis, Maryland
Solicitation number
N6247026R0017
Issued by

About this file

This document is Section J-1606000 of a federal contract solicitation addressing Water utilities services for Naval installations, specifically the U.S. Naval Academy (USNA) and Naval Support Activity Annapolis (NSA).

The section establishes the technical framework for water treatment plant (WTP) and distribution system operations. The NSAA WTP supplies an average of 0.98 million gallons per day to USNA, operating at a design capacity of 2.3 MGD with 24/7 operator monitoring. The treatment process includes raw water collection from three groundwater wells, aeration, chemical injection (gaseous chlorine, dehydrated lime, Wisprofloc polymer, and fluoride), solids contact clarification through two coagulation tanks, and filtration via seven DynaSand continuous backwashing filters. Treated water flows to two one-million-gallon ground storage tanks before distribution through an estimated 100 percent uni-directional flow system comprising piping materials in sizes from 1 to 14 inches (ductile iron, cast iron, PVC, copper). The NSA North Side water system receives supply from Anne Arundel County and services Annapolis Partners through one metered 12-inch line. Average annual chemical usage includes 182,500 lbs. of lime, 18,250 lbs. of flocculant, 21,900 lbs. of chlorine, 547.5 lbs. of fluoride, and 1,825 gallons of polymer, with higher consumption during summer months. The contract requires compliance with Maryland Department of the Environment (MDE) monitoring schedules, implementation of 100 percent valve exercising programs, and unidirectional flushing procedures for system maintenance. Supporting attachments including asset data, tank inspection records, valve exercise plans, and flushing procedures are to be provided upon contract award.

View the file

Other files

File Type Posted
J-1604000-09 SAMPLE SLUDGE ANAYLSIS REPORT AND SLUDGE GENERATOR REPORT.pdf PDF
J-1503020-06 ASSET DATA AND FREQUENCIES FOR SCHEDULED WORK.xlsx XLSX spreadsheet
J-1502000.1-03 DHA ASSET DATA INDEX, SYSTEM DESCRIPTIONS AND ASSET DATA BY SYSTEM.xlsx XLSX spreadsheet
0100000 C General Information.pdf PDF
J-1605000-07-04 SAMPLE UTILITY CONSUMPTION REPORTING LOG.xlsx XLSX spreadsheet
J-1502000.1 Facility Investment - DHA.pdf PDF
J-1605000-06 SAMPLE NAVFAC BOILER AND UPV INSPECTION FORM AND INSPECTION CERTIFICATE.pdf PDF
J-0200000-07-07 Contractor Incident Report System (CIRS) Form.pdf PDF
J-1604000-14-01 STORMWATER MANAGEMENT REPORT-ANNAPOLIS JANUARY 2017.pdf PDF
J-1602000 Electrical.pdf PDF
J-1604000 Wastewater.pdf PDF
J-0200000 Management and Administration.pdf PDF
J-1607000 Chiller.pdf PDF
1501000 C Facility Management.pdf PDF
0200000 C Management and Administration.pdf PDF
N6247026R0017 Pre-Sol Notice.pdf PDF
Attachment F - Section F Deliverables.pdf PDF
J-1601000-04 SERVICE DESK GUIDE FOR UTILITY OUTAGES.pdf PDF
J-1605000-07-02 SAMPLE ROVING PATROL LOG.xlsx XLSX spreadsheet
J-1606000-03-02 WTP AND DISTRIBUTION SYSTEM DESCRIPTION 2.docx DOCX document
J-1601000-05 UTILITY INTERRUPTIONS ROAD AND PARKING LOT CLOSURE AUTHORIZATIONS REQUEST FORM.xlsx XLSX spreadsheet
1502000 C Facility Investment.pdf PDF
J-0200000-20 - ELINS.xlsx XLSX spreadsheet
J-1605000-09 HISTORICAL BOILER HRSG UPV TESTING AND CERTIFICATION SCHEDULE.xlsx XLSX spreadsheet
J-1607000-08 Cooling Tower Water Testing and Treatment Asset Data.xlsx XLSX spreadsheet
J-1502000-04 FACILITY DATA.xlsx XLSX spreadsheet
DRAFT Solicitation - N6247026R0017.pdf PDF
J-1604000-14-03 STORMWATER MANAGEMENT REPORT-ANNAPOLIS JANUARY 2017.pdf PDF
J-4 Pre-Award Inquiry Form.xlsx XLSX spreadsheet
J-1503020 Pest Control.pdf PDF
J-1601000-08 EXCAVATION-UTILITY MARKING AUTHORIZATIONS REQUEST FORM.xlsx XLSX spreadsheet
J-1503070-03 Special Event Project Historical Data.xlsx XLSX spreadsheet
1700000 C BSVE.pdf PDF
J-1604000-04 WASTEWATER SYSTEM ASSET DATA.xlsx XLSX spreadsheet
1503020 C Pest Control.pdf PDF
J-1605000-04 STEAM ASSET DATA.xlsx XLSX spreadsheet
1604000 C Wastewater.pdf PDF
1601000 C Utility Management.pdf PDF
J-1604000-15 PERMEABLE PAVEMENT AREAS.pdf PDF
J-0200000-02-02 DBA WAGE DETERMINATION.pdf PDF
J-1700000-05 HISTORICAL FUEL DELIVERY QUANTITIES.xlsx XLSX spreadsheet
1606000 C Water.pdf PDF
J-1503070 Special Events.pdf PDF
J-1502000 Facility Investment.pdf PDF
J-1607000-04 Chiller Plant and Distribution System Asset Data.xlsx XLSX spreadsheet
1605000 C Steam.pdf PDF
J-1503030 Integrated Solid Waste Management.pdf PDF
J-0200000-02-01 SCA WAGE DETERMINATION.pdf PDF
J-1606000-08 MDE SCHEDULE OF MONITORING REQUIREMENTS EXAMPLE.pdf PDF
J-1601000 Utilities Management.pdf PDF
Show 40 more

Latest 50 of 86 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Section J-1606000 Water

SECTION J-1606000

WATER

ATTACHMENT

NUMBER

ATTACHMENT TITLE

J-1606000-01 DEFINITIONS AND ACRONYMS

J-1606000-02 REFERENCES AND TECHNICAL DOCUMENTS

J-1606000-03-01 WATER TREATMENT PLANT (WTP) AND DISTRIBUTION SYSTEM

DESCRIPTION

J-1606000-03-02 WATER TREATMENT PLANT (WTP) AND DISTRIBUTION SYSTEM

DESCRIPTION 02

J-1606000-04 WATER TREATMENT PLANT (WTP) AND DISTRIBUTION SYSTEM ASSET

DATA

J-1606000-05 WATER UTILITIES OVERVIEW DOCUMENT

J-1606000-06 WATER TREATMENT PLANT (WTP) TANK CAPACITIES, INSPECTIONS &

ASSESSMENTS

J-1606000-07 HISTORICAL CHEMICAL AND MATERIAL USAGE

J-1606000-08 MDE SCHEDULE OF MONITORING REQUIREMENTS

J-1606000-09 MAY 2019 VALVE EXERCISE PLANS

J-1606000-10 USNA AND NSA UNIDIRECTIONAL FLUSHING PLANS

ATTACHMENT J-1606000-01

DEFINITIONS AND ACRONYMS

See J-0200000-01 for Definitions and Acronyms

ATTACHMENT J-1606000-02

REFERENCES AND TECHNICAL DOCUMENTS

See J-0200000-03 for References and Technical Documents

ATTACHMENT J-1606000-03-01

WATER TREATMENT PLANT (WTP) AND DISTRIBUTION SYSTEM DESCRIPTION

The NSAA water treatment plant and distribution system includes all mechanically and electrically interlocked ancillary parts, equipment and components required for safe and continuous operation of water collection, treatment, storage, and distribution including but not limited to: wells, raw water piping, manual and automatically operated valves, hangers, fittings, vents, blow offs, check valves, pressure gauges, pressure sensors, variable frequency drives (VFDs), radio transmitters, control panels, monitoring gauges and meters, chemicals, water heaters, mixers, injectors, gaseous chlorine feed system and components, lime silo and fill and feed system and components, Wisprofloc polymer storage, mixing and feeding system and components, booster pumps, back flow preventers, fluoride storage, mixing and feed system, air compressors, air dryers, air filters, compressed air systems and components, fluid level and flow control systems and components, lift stations, screens, strainers, splitter boxes, centrifuges, conveyers, augers, water pumps, water/sludge separating equipment and additional equipment and components that perform the process of lifting raw water from the underground aquifer and creating finished water.

The existing Naval Support Activity Annapolis (NSAA) Water Treatment Plant (WTP) supplies an average of 0.98 million gallons of water each day to The United States Naval Academy (USNA). It obtains raw water from three groundwater wells and treats groundwater with a relatively high concentration of dissolved iron. The plant design capacity is 2.3 MGD, based on a clarifier design capacity limitation of 800 GPM/unit. The WTP operators monitor the plant and system twenty-four (24) hours per day, seven (7) days per week. When ground storage tanks are measured at low levels, the operators command the well-pumps to operate. Raw water is pumped from one or more of three supply wells to tray aerators on the roof of the WTP building. Following aeration, gaseous chlorine, dehydrated lime, Wisprofloc polymer and fluoride are injected ahead of the two solids contact clarifiers. Settled water is filtered via seven DynaSand® continuous backwashing, up-flow, deep bed, mono-media sand filters. Iron sludge from the two coagulation (COAG) tanks is drained out at the discretion of the operators. The iron sludge flows to the two gravity thickener tanks and then the sludge is pumped to the two centrifuges. The iron sludge is dewatered by the centrifuges; the iron cake is dropped into a dumpster to be hauled off NSAA property and disposed of appropriately by the Contractor. The centrate water is recycled back to the head works of the plant.

The process water that has passed through the DynaSand filters receives a final dose of gaseous chlorine and then considered finished water. The finished water flows down from the filter room to two (2) one-million-gallon ground storage tanks. The GST levels are constantly monitored by the operators. At the time that operators observe the Elevated Storage Tank at low level and needing to be filled, the operators turn on one of the four high lift pumps and fill the EST. The level of water in the EST controls the pressure of the water in the entire distribution system. The operators continuously monitor the Finished Water Flow Meter to understand the current water demand of the Yard.

The Operators must maintain daily operating reports per MDE Permit. Once the finished water flows out of the plant through the finished water flow meter, it enters the distribution system. The distribution system is made up of piping material that includes ductile iron, cast iron, PVC, copper, and range in size of 1 inch to 14 inch. The system is arranged such that there is 100 percent uni-directional flow to all facilities. Water distro piping is located underground, in utility tunnels, and above ground. The distro system includes all fire hydrants, valves, fittings, and other necessary components to ensure leak free delivery of finished water to all facilities. Services such as uni-directional flow flushing, 100 percent valve exercising, and fire hydrant preventative maintenance program ensure the proper function of the distribution system.

The North Side NSA water distro system is supplied with water from Anne Arundel Co at the intersection of Kinkaid Rd and Greenbury Point Rd. The potable water flows through the twelve (12) inch back flow preventer to the AA Co meter. Once the water is through the meter it flows to the twelve (12) inch electronic open/closed tower level control valve. The control valve is commanded open and closed according to the pressure at the base of the water tower USNA-130RL. The water distro system is 100 percent uni-directional flow. The distro system is constructed of ductile, cast iron, PVC, copper and brass and ranges in size from 1 inch to 12 inch. The average annual flow of potable water in the North Severn water system is 93,000 KGAL. Annapolis Partners (Formerly David Taylor) is supplied potable water from the Navy distribution system. There are six locations where the Navy potable system enters AP property. Only one twelve (12) inch, metered water supply line is contracted to be provided to Annapolis Partners (AP). The one twelve (12) inch metered water line that feeds AP is on Kinkaid Rd.

The other five water lines are secured from Navy distribution system into AP property.

A water utilities graphic overview document is also provided upon request as a separate attachment after award.

This document is purely supplemental and diagrammatical in nature. It is not necessarily an accurate representation of the current system configuration but may assist in understanding the overall system. Refer to J-1606000-05 Water Utilities Overview Document.

ATTACHMENT J-1606000-04

WATER TREATMENT PLANT (WTP) AND DISTRIBUTION SYSTEM ASSET DATA

See J-1606000-04 Excel spreadsheet

J-1606000-05

WATER UTILITIES OVERVIEW DOCUMENT

Provided upon contract award

J-1606000-06

WATER TREATMENT PLANT TANK CAPACITIES, INSPECTIONS & ASSESSMENTS

Provided upon contract award

ATTACHMENT J-1606000-07

HISTORICAL CHEMICAL AND MATERIAL USAGE

Average Chemical Usage

Flocculant Lime Fluoride Chlorine Polymer

Daily Average

50 (Lbs./Day) 500 (Lbs./Day) 1.5 (Lbs./Day) 30 (Lbs./Day) 5 (Gals/Day)

Annual Average

18,250 (Lbs.) 182,500 (Lbs.) 547.5 (Lbs.) 21,900 (Lbs.) 1,825 (Gals)

Informational Note: These are averages. Chemical usage is typically higher in the summer months and lower in the winter months.

ATTACHMENT J-1606000-08

MDE SCHEDULE OF MONITORING REQUIREMENTS EXAMPLE

ATTACHMENT J-1606000-09

MAY 2019 VALVE EXERCISE PLANS

J-1606000-09-01 MAY 2019 VALVE EXERCISE

PLANS FOR USNA

J-1606000-09-01 IS TO BE PROVIDED UPON

REQUEST AFTER AWARD

J-1606000-09-02 MAY 2019 VALVE EXERCISE

PLANS FOR NSA

J-1606000-09-02 IS TO BE PROVIDED UPON

REQUEST AFTER AWARD

J-1606000-09-03 APPENDIX E VALVE EXERCISE

STANDARD OPERATING PROVEDURES (SOP)

SEE SEPARATE ATTACHMENT J-1606000-09-

J-1606000-09-04 USNA VALVE ASSET DATA SEE SEPARATE ATTACHMENT J-1606000-09-

J-1606000-09-05 NORTH SEVERN VALVE ASSET

DATA

SEE SEPARATE ATTACHMENT J-1606000-09-

ATTACHMENT J-1606000-10

UNIDIRECTIONAL FLUSHING PLANS

J-1606000-10-01 USNA UNIDIRECTIONAL

FLUSHING PLAN

J-1606000-10-01 IS TO BE PROVIDED UPON

REQUEST AFTER AWARD

J-1606000-10-02 NSA UNIDIRECTIONAL

FLUSHING PLAN

J-1606000-10-02 IS TO BE PROVIDED UPON

REQUEST AFTER AWARD

File details come from the government source that posted it. Updated .