Package 1 - JBMDL B1837 FP Repair - Plans.pdf
PDF 14 MB Posted
- Attached to
- Replace Fire Suppression System Hangar
- Solicitation number
- W912DS24B0020
About this file
The provided document is a set of plans for the federal contract opportunity "Replace Fire Suppression System Hangar" with Solicitation Number W912DS24B0020. This is an Invitation for Bid (IFB) issued by the Department of the Army Corps of Engineers Engineering District New York.
The IFB requires the replacement of the fire suppression system in a hangar located at a specific site. The solicitation is for a firm-fixed-price contract with a performance period of July 10, 2024. The plans detail the technical specifications and requirements for the fire suppression system replacement project. Interested contractors should review the plans and other solicitation documents to prepare their bids, which are due by the specified response date.
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A
FIRE PROTECTION SYMBOLS LEGEND
-NEW SYSTEM PIPING
- EXISTING PIPING AND EQUIPMENT TO REMAIN
1-- - --1 - EXISTING PIPING AND EQUIPMENT - DEMOLITION
l-- FW --I - DEDICATED FIRE WATER PIPING
6 l-- FD ---1 -FIRE DEPARTMENT CONNECTION PIPING
1-- --t - EXISTING DRAFT CURTAIN
0 - UPRIGHT SPRINKLER
• -EXPOSED PENDENT SPRINKLER
/------0-----/ - PIPE RISE ABOVE
- DROP FROM BOTTOM OF PIPE
G - PIPE TURN DOWN
c - PIPE CAP/PLUG
D -REDUCER/INCREASER
@ - SYSTEM RISER
vri - CONTROL VALVE WITH ELECTRONIC SUPERVISORY SWITCH x>r1
( ,:SC r1
- OS&Y GATE VALVE WITH ELECTRONIC SUPERVISORY SWITCH
So--------+--------------------,
- OS&Y GATE VALVE WITH ELECTRONIC SUPERVISORY SWITCH
IN VERTICAL POSITION
IFSI -WATER FLOW SWITCH
1vs1 - ELECTRONIC VALVE SUPERVISORY SWITCH
� - PRESSURE SWITCH
i§B] - ELECTRIC SOLENOID RELEASE
� - SPRINKLER SYSTEM AIR VENT
0 - BASKET STRAINER IN PLAN VIEW
� - SWING CHECK VALVE
> - FIRE DEPARTMENT CONNECTION
� -ANGLE VALVE
� - COMBINATION TEST AND DRAIN VALVE
B C
AFFF REMOVAL AND DISPOSAL PROCESS
1. PERFORM AFFF REMOVAL WORK IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS.
2. PROVIDE ALL PERSONNEL, EQUIPMENT, TOOLS, MATERIALS, SUPERVISION, AND QUALITY CONTROL NECESSARY TO PERFORM BLADDER REMOVAL AND AFFF REMOVAL FROM BUILDING 1837, INCLUDING AFFF REMOVAL OF ANY AFFF PRESENT IN UNDERGROUND EFFLUENT CONTAINMENT TANK (APPROX. 316,000 GALLONS, SEE SOW ON SHEET GN001). WORK WILL BE COMPLETED ACCORDING TO ALL LOCAL, OSHA, AND EPA STANDARDS. ALL PERSONNEL CONDUCTING AFFF REMOVAL AND DISPOSAL OPERATIONS SHALL BE
OSHA 29 CFR 1910.120 40-HOUR HAZWOPER TRAINED.
3. NOT USED.
4. IDENTIFY AFFF-RELATED WASTE MEDIA TO BE MANAGED BASED ON THE WORK TO BE PERFORMED.
a. CONTAINERIZE, SAMPLE AND CHARACTERIZE WASTE TO BE GENERATED DURING AFFF REMOVAL.
b. CONTAINERIZE OR ISOLATE WASTE IN DRUM, TOTES, BLADDERS, OR FRAC TANKS.
c. UTILIZE CERTIFIED LABORATORIES AND U.S. EPA LABORATORY ANALYTICAL METHODS TO
CHARACTERIZE SOLID WASTE INCLUDING BUT NOT LIMITED TO ANALYSIS FOR TOXICITY
CHARACTERISTICS LEACHING PROCEDURE USING SW-346 TEST METHOD 1311 AND FOR PER-AND
POLYFLUOROALKYL SUBSTANCES (PFAS) USING DRAFT U.S. EPA METHOD 1633 BY LIQUID
CHROMATOGRAPHY/MASS SPECTROMETRY (LC-MS/MS).
d. CHARACTERIZE AQUEOUS WASTE VIA U.S. EPA METHOD 533, 637.1, OR OTHER APPROVED
METHODOLOGY.
e. IF PFAS CONCENTRATIONS ARE DETECTED, THE CONTRACTOR SHALL TREAT LIQUID WASTE UNTIL PFAS CONCENTRATIONS HAVE BEEN REDUCED TO AN ACCEPTABLE LEVEL AS DETERMINED BY THE
WASTEWATER TREATMENT PLANT OPERATORS.
5. DETERMINE MEDIA-SPECIFIC TREATMENT/DISPOSAL OPTIONS. PFOS/PFOA WASTE SHALL BE
CHARACTERIZED BASED ON THE FOLLOWING CRITERIA AS DETERMINED BY LABORATORY ANALYSIS:
a. AQUEOUS WASTE BELOW LABORATORY DETECTION LIMITS OR THE MOST RECENT U.S. EPA DRINKING
WATER GUIDANCE VALUE.
b. AQUEOUS WASTE DETECTED ABOVE THE MOST RECENT U.S. EPA DRINKING WATER GUIDANCE VALUE.
c. SOLID/SEDIMENT WASTE DETECTED AT CONCENTRATIONS LESS THAN OR EQUAL TO 0.126 MG/KG.
d. SOLID/SEDIMENT WASTE DETECTED AT CONCENTRATIONS GREATER THAN 0.126 MG/KG.
6. EVALUATE MEDIA-SPECIFIC TREATMENT TECHNOLOGY OPTIONS.
a. INVESTIGATION DERIVED WASTE SHALL BE PROPERLY CHARACTERIZED AND DISPOSED OF
FOLLOWING ALL APPLICABLE REGULATIONS.
b. TREATMENT OF LIQUID WASTE STREAMS ONLY. AFFF-CONTAMINATED WASTEWATER MUST BE
TREATED ON-SITE PRIOR TO DISCHARGE. ALL TREATED LIQUID MUST BE TESTED PRIOR TO DISPOSAL.
EFFLUENT MUST ACHIEVE NON-DETECT CONCENTRATIONS IF DISPOSED TO ONSITE WASTEWATER
TREATMENT PLANT. EFFLUENT MUST ACHIEVE REDUCTION TO LESS THAN OR EQUAL TO US EPA
DRINKING WATER GUIDANCE VALUE AND/OR APPLICABLE FEDERAL, STATE OR LOCAL PROMULGATED
STANDARDS. IF DISPOSED OFFSITE AT PERMITTED WASTEWATER TREATMENT WORKS AND/OR
THROUGH A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, AS
APPLICABLE WITH APPROVAL FROM COR, NO CO-CONTAMINANT GREATER THAN ITS REGULATORY
DISCHARGE STANDARD IS ALLOWED.
c. CONCENTRATED WASTE RESULTING FROM THE USE OF SEPARATION/TREATMENT TECHNOLOGIES MUST BE DISPOSED AT A U.S. EPA TSCA REGULATED (SUBTITLE D) MUNICIPAL LANDFILL OR (SUBTITLE C) CHEMICAL WASTE LANDFILL. PFOS/PFOA CONCENTRATIONS LESS THAN OR EQUAL TO 0.126 MG/KG CAN BE DISPOSED AT A SUBTITLE D LANDFILL. PFOS/PFOA CONCENTRATIONS GREATER THAN 0.126 MG/KG SHALL BE DISPOSED AT A SUBTITLE C LANDFILL. ADDITIONAL ANALYTICAL SAMPLES MAY BE
REQUIRED AT DISPOSAL FACILITIES TO MEET PERMITTED REQUIREMENTS.
d. RESIDUAL SOLID WASTES WILL BE CHARACTERIZED AND DISPOSED OF AS NON-HAZARDOUS OR
HAZARDOUS WASTE.
e. CONCENTRATED 3% AFFF PRODUCT REMAINING IN THE HOLDING TANK SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT A U.S. EPA TSCA PERMITTED TREATMENT, STORAGE, DISPOSAL
FACILITY.
FIRE PROTECTION ABBREVIATIONS
T
AFF ABOVE FINISHED FLOOR
AQUEOUS FILM FORMING FOAM
4 , -- ----;::::r;:;�- - -r-_ =Ex=1=s=T:::IN:::G:::l:::N:::-L:::IN:::E=P=R=o=p=o=R=T=1o=N:::E=R=--- - - - - -- - -1---------l-----------------------l cf
Cl
Ct_
- EXISTING AFFF CONCENTRATE CONTROL VALVE
- EXISTING DELUGE VALVE
- RISER CHECK VALVE
- EXISTING ALARM CHECK VALVE
- EXISTING AFFF UNDERWING MONITOR/NOZZLE
- ELECTRIC ALARM BELL
- FIRE HYDRANT
- PIPE CENTERLINE ELEVATION ABOVE FINISH FLOOR
-POINT OF CONNECTION OR DISCONNECTION
MAIN CONSTRUCTION
ENTRANCE GATE 9
"COMMERCIAL GATE"
AFFF
CLG CEILING
DIP DUCTILE IRON PIPE
EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FFE FINISHED FLOOR ELEVATION
TYP TYPICAL
NIC NOT IN CONTRACT
{} CICJ,ii -···
D a
<J)
CJ
u
D E
7. FINAL DISPOSITION OF WASTE MATERIALS SHALL BE DETERMINED BASED ON CHARACTERIZATION OF
WASTE AND ASSOCIATED TREATMENT TECHNOLOGIES UTILIZED.
8. SUMMARY OF PROJECT SCOPE OF WORK FOR AFFF REMOVAL AND DISPOSAL:
a. CHARACTERIZE EXISTING MATERIALS TO BE DISPOSED OF AS PART OF THE AFFF REMOVAL. COLLECT
SAMPLES OF ALL POTENTIAL AFFF WASTE TO DETERMINE IF OTHER SOLVENTS OR SURFACTANTS
ARE PRESENT THAT COULD IMPACT CHOSEN TREATMENT TECHNOLOGY (E.G. ION EXCHANGE OR
GRANULAR ACTIVATED CARBON (GAG) FILTRATION TREATMENT).
b. IDENTIFY ANY OTHER MATERIAL SOURCES OF CONTAMINATION AND NOTIFY THE COR OF ANY
UNKNOWN CONDITION FOR REMOVAL AND DISPOSAL.
c. INSTALL ONSITE TREATMENT SYSTEM FOR AFFF LIQUID WASTE. COORDINATE WITH COR.
d. REMOVE CONCENTRATED 3% AFFF PRODUCT REMAINING IN THE AFFF HOLDING TANK AND DISPOSE
OF AT A U.S. EPA TSCA PERMITTED TREATMENT, STORAGE, DISPOSAL FACILITY.
e. REMOVE AND COLLECT THE AFFF CONTAMINATED WASTEWATER FROM THE AFFF UNDERGROUND
STORAGE TANK (APPROX. 316,000 GALLONS). REMOVE WASTE MATERIALS FOR ONSITE TREATMENT.
I. FLUSH THE THREE AFFF - PREACTION SYSTEMS PIPING A MINIMUM OF THREE TIMES AND COLLECT
WASTEWATER. FOLLOW ALL RESOURCE, CONSERVATION, RECOVERY ACT (RCRA) REQUIREMENTS
FOR HANDLING AND STORAGE OF GENERATED WASTE.
g. PREVENT RELEASES OF LIQUID/SLUDGE WASTE TO THE ENVIRONMENT. PROVIDE ALL NECESSARY
CONTAINMENT STRUCTURES TO PREVENT THE SPREAD OF ANY RELEASES FROM WORK AREA AND
PREVENT EXPOSURE TO THE PUBLIC AND/OR ENVIRONMENT.
h. MAINTAIN A SPILL KIT THAT IS READILY AVAILABLE DURING DRAINING OPERATIONS. THE SPILL KIT WILL CONTAIN AN INERT SOAKING MATERIAL, SUCH AS SAW DUST OR VERMICULITE, ABSORBENT PADS AND SAUSAGES, GLOVES, AND A BROOM OR SHOVEL. SITE PERSONNEL WILL HAVE SPILL KITS READILY AVAILABLE DURING ALL OPERATIONS. A WET DRY VACUUM WILL ALSO BE AVAILABLE TO
CLEAN UP SPILLS THAT CANNOT BE PROMPTLY MITIGATED WITH ABSORBENT MATERIAL.
i. WASTE REMOVAL: ALL AFFF, RINSE WASTEWATER, AND ALL CONTAMINATED SPILL MATERIAL TO BE REMOVED, TREATED, AND DISPOSED FOLLOWING ALL LOCAL, STATE AND FEDERAL REGULATIONS.
j. PROVIDE COR WITH CLEANING PLAN 7 DAYS PRIOR TO CONSTRUCTION.
k. THE CONTRACTOR SHALL PROVIDE ALL DISPOSAL MANIFEST/INVOICES TO THE COR WITHIN 10 DAYS
OF DISPOSAL.
I. THE CONTRACTOR SHALL PROVIDE INFORMATION TO THE COR FOR ANY CHEMICAL USED DURING
SERVICING INCLUDING SDS'S.
9. AFFF REMOVAL PROCEDURE - LIQUID:
a. LIQUID WASTE STREAMS ONLY: AFFF-CONTAMINATED WASTEWATER MUST BE TREATED USING
EITHER GAC, ION EXCHANGE, OR OTHER.APPROVED TREATMENT TECHNOLOGY. ALL TREATED LIQUID MUST BE TESTED PRIOR TO DISPOSAL USING METHODS COMPLIANT WITH DOD/DOE CONSOLIDATED QUALITY SYSTEMS MANUAL 5.3 (QSM), TABLE B-15. PER- AND POLYFLUOROALKYL SUBSTANCES (PFAS) USING LIQUID CHROMATOGRAPHY TANDEM MASS SPECTROMETRY (LC/MS/MS) WITH ISOTOPE DILUTION OR INTERNAL STANDARD QUANTIFICATION IN MATRICES OTHER THAN DRINKING WATER.
b. IF CONCENTRATION OF EACH ANALYTE IN THE LIQUID IS TREATED TO NON-DETECT (DETERMINED BY
LABORATORY ANALYSIS AND BASED ON LABORATORY DETECTION LIMIT, DL), THEN IT CAN BE
DISCHARGED AS NON-HAZARDOUS LIQUID TO FEDERALLY OWNED TREATMENT WORKS (FOTW) ON
BASE WITH PRIOR COORDINATION WITH THE FOTW. NO CO-CONTAMINANT GREATER THAN THE
ON-BASE FOTW NJDPES-PERMITTED REGULATORY DISCHARGE STANDARDS ARE ALLOWED FOR
DISCHARGE TO THE ON-BASE FOTW.
c. FOTW OPERATORS WILL NEED TO REVIEW THE TREATMENT PERFORMANCE BEFORE ACCEPTING THE
DISPOSAL TO THE JB MDL SANITARY SYSTEM.
10. AFFF REMOVAL PROCEDURE - SLUDGE I SOLID WASTE
a. RESIDUAL SLUDGE/SOLID WASTE WILL BE CHARACTERIZED FOR RCRA C WASTE AND PFAS AND
DISPOSED OF ACCORDINGLY.
WATER SUPPLY INFORMATION:
1. WATER FOR FIRE SUPPRESSION SYSTEMS CONSISTS OF A DEDICATED EXISTING
300,000 GALLON ABOVE GROUND POTABLE WATER STORAGE TANK WITH 30" (INCH)
SUCTION SUPPLY INTO EXISTING FIRE PUMP ROOM. TRUE CALLED
NORTH NORTH
2. THREE (3) NEW ELECTRIC MOTOR DRIVEN PUMPS ARE CURRENTLY BEING INSTALLED
UNDER A SEPARATE CONTRACT, WHICH IS NEARING COMPLETION. ASSUME THAT ALL
WORK UNDER THE SEPARATE CONTRACT WILL BE COMPLETE BY THE START OF THIS
WORK. PUMP CURVE DATA FOR THESE THREE (3) PUMPS INDICATES:
A. PUMP CHURN PRESSURE: 140 PSI AT 0 GPM
B. PUMP 100% CAPACITY: 125 PSI AT 2500 GPM
EB A
F-001
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EXISTING 300,000 GALLON
FIRE WATER TANK
MINIMUM WATER
LEVEL = 132.30'
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DETAIL LEGEND
ti
EXISTING ABOVEGROUND
LINE TYPE REPRESENTS EXISTING
UNDERGROUND PIPING.
LINE TYPE REPRESENTS EXISTING
ABOVE GROUND PIPING
FW --------------FW---
+. Lf---- .. 30" FIRE PUMP SUCTION
LEXISTING FIRE PUMP ROOM
l
FFE 120-0'
PARTIAL SITE PLAN • EXISTING WATER SUPPLY CONFIGURATION
SCALE: NOT TO SCALE
NOTE: FOR REFERENCE ONLY
a a WRIGHTSTOWN - COOKSTOWN ROAD
SHARED:..::..-----,t,;t LJ
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� ..,,--,,.,,,u ��
;;;;e o?'Q i � GENERAL HAUL ROUTE NOTES
1. NOT USED
CONTRACTORS
STAGING YARD
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I McGUIRE AFBI
IPROJEC I i31TE
2. NORMAL WORKING HOURS ARE 0700 TO 1600 HOURS
MONDAY THRU FRIDAY, EXCEPT FEDERAL HOLIDAYS. ANY
WORK OUTSIDE OF NORMAL HOURS MUST BE APPROVED IN
ADVANCE BY THE BASE ENGINEERING OFFICE AND THE COR.
3. ALL CONTRACTOR (AND SUB-CONTRACTOR) PERSONNEL
THAT WILL WORK AT JOINT BASE MCGUIRE-DIX-LAKEHURST
(JBMDL) REQUIRE VALID IDENTIFICATION (DRIVERS LICENSE,
SOCIAL SECURITY CARD, PASSPORT, ETC ... ). ILLEGAL
CONTRACTOR PERSONNEL WILL BE REPORTED TO
IMMIGRATION AUTHORITIES IN ADVANCE. COORDINATE WITH
THE BASE ENGINEERING OFFICE AND COR.
4. ALL DRIVERS ON JBMDL WILL REQUIRE IN THEIR POSSESSION
A VALID DRIVER'S LICENSE. THIS INCLUDES DRIVERS MAKING
DELIVERIES ON JBMDL. DRIVERS MAKING DELIVERIES MUST
HAVE A VALID POINT OF CONTACT ON JBMDL, AN
ADDRESS/LOCATION FOR THE DELIVERY, AND A POST PHONE
NUMBER FOR THE JBMDL CONTACT (NO CELL PHONE
NUMBERS).
5. ALL CONTRACTOR VEHICLES AND DELIVERY VEHICLES MUST
HAVE A CURRENT ORIGINAL VEHICLE REGISTRATION AND
PROOF OF INSURANCE. ALL VEHICLES MUST BE ABLE TO
PASS ROADSIDE INSPECTIONS, LOAD SAFETY INSPECTIONS,
ETC.
6. NO KNIVES, GUNS, WEAPONS, EXPLOSIVES, DRUGS,
ALCOHOL ARE ALLOWED TO BE TRANSPORTED ONTO JBMDL.
7. IF THE THREAT CONDITION IS RAISED TO THREATCON
CHARLIE, CONTRACTORS SHOULD EXPECT A 2 HOUR DELAY
IN GETTING ON THE BASE. SHOULD THE SECURITY THREAT
CONDITION BE RAISED TO THREATCON DELTA, THE BASE
WILL BE CLOSED TO OUTSIDE TRAFFIC UNLESS IN DIRECT
SUPPORT OF TROOPS AND MISSION.
8. CONTRACTOR STAGING/STORAGE: THE CONTRACTOR WILL
HAVE ACCESS TO AN AREA FOR STAGING. THE AREA WILL BE
IDENTIFIED BY THE COR AND THE BASE ENGINEERING
OFFICE.
9. CONSTRUCTION VEHICLES WILL USE THE JBMDL
COMMERCIAL GATE LOCATED ON SAYLORS POND ROAD.
10. CONTRACTOR MAY EXPERIENCE DELAYS AT GATE 9 AND
THEREFORE WILL NEED TO PRE-PLAN ACCORDINGLY FOR
TIME SENSITIVE DELIVERIES SUCH AS CONCRETE AND
ASPHALT. THE GOVERNMENT IS NOT RESPONSIBLE FOR ANY
REJECTED MATERIAL CAUSED BY WAITING AT GATE 9.
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'HEET REFERENCI
NUMBER•
F-001
| GN001 |
| F-001 |
| F-101 |
| F-102 |
| F-103 |
| F-401 |
| F-402 |
| F-403 |
| F-404 |
| F-701 |
| FA001 |
| FA002 |
| FA101 |
| FA102 |
| FA103 |
| FA104 |
| FA105 |
| FA106 |
| FA601 |
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