N6945021P0044.pdf
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6 . ISSUE D BY CODE
N6945021P0044
1 . CO N TRA CT/P U RCH . O RD E R/
A G RE E M E N T N O .
N 69450
2 . D E L IVE RY O RD E R/ CA L L N O .
103P AGE 1 OF
5 . P RIO RITY
CODE
8 . DE L IVE RY FOB
DE ST INAT IONX
OT HE R
(See Sch edule if o t h er)
OR D ER FOR SUPPLIES OR SER VICES
3 . D A TE O F O RD E R/CA L L
2021 A ug 30
4 . RE Q ./ P U RCH . RE Q U E ST N O .
ACQR 5873063
SEE IT EM 6
N AVF AC EN GIN EER IN G SY STEMS C OMMAN D SE
PW D MER ID IAN
229 ALLEN R OAD , BLD G 427
N AS MER ID IAN
MER ID IAN MS 39309-5427
7 . ADM INIST E RED BY (if o th er th an 6 )
( YYYYM M M D D )
1 0 . D E L IVE R TO FO B P O IN T BY (D ate)
( YYYYM M M D D )
SN A C ON TR AC TIN G, LLC
411 LAKE ST STE A
SH R EVEPOR T LA 71101-3766
CODE 7CJN29 . CONT RACT OR FACILIT Y
SEE SCHEDULE
1 2 . D ISCO U N T TE RM S
M A RK IF BU SIN E SS IS1 1 .
X
SM A L L
SM A L L
D ISA D VA N TA G E D
W O M E N -O W N E D
1 3 . M AIL INVOICES T O T HE ADDRE SS IN BL OCK
See Item 15
25 . T OT AL $32,214.34
PW D MER ID IAN
IN SPEC TOR OF R EC OR D
229 ALLEN R D , BLD G 427
N AS MER ID IAN
MER ID IAN MS 39309-5427
1 7 . ACCOUNT ING AND AP P ROP RIAT ION DAT A/ L OCAL USE
CODE
1 8 . IT E M NO. 1 9 . SCHE DULE OF SUP P L IE S/ SE RVICES
* If q u a n t i ty a ccep ted b y th e G o vern m en t i s s a m e a s q u a n t i t y a ccep ted b elo w q u a n t i ty o r d ered a n d en ci rcl e.
DEL IVERY/16 .
1 4 . SHIP T O
Se e Sche dule
N 44219 N 68732
MARK ALL
P AC KAG ES AND
P AP ERS W ITH
IDENTIFIC ATIO N
NUMB ERS IN
B LO C KS 1 AND 2 .
2 3 . AM OUNT
15 . P AYM E NT W IL L BE M ADE BY CODE
D EF EN SE F IN AN C E & AC C OU N TIN G SER VIC E
PO BOX 998022
C LEVELAN D OH 44199
Th i s d el iv ery o rd er/cal l i s i s su ed o n an o th er G o v ern men t ag en cy o r in acco rd an ce w ith an d su b ject to t erms an d co n d i t io n s o f abo v e n u mb ered co n t ract .
T YP E CAL L
OF P URCHASE X
ORDE R
SEE SCHEDULE
24. UNITED STATES OF AMERICA
TEL: 601-679-2179
EMAIL: lisa.harris1@navy.mil
CONTRACTING / ORDERING OFFICER
q u a n t i t y o rd er ed , in d ica t e b y X . If d i f fer en t , en ter a ctu a l
BY: LISA A. HARRIS
1If t h is bo x is m ark ed, sup p lier m ust sign Accep t ance an d ret urn t h e fo llo wing n um ber o f co p ies:X
NAM E OF CONT RACT OR SIGNAT URE T YP E D NAM E AND T IT L E
( YYYYM M M D D )
DAT E SIGNED
ACCE P T ANCE . T HE CONT RACT OR HE RE BY ACCE P T S T HE OFFE R RE P RE SE NT E D BY T HE NUM BE RE D P URCHASE ORDE R AS IT M AY P RE VIOUSL Y HAVE BE E N OR IS NOW M ODIFIE D, SUBJE CT T O ALL OF T HE T E RM S
AND CONDIT IONS SET FORT H, AND AGREE S T O P E RFORM T HE SAM E .
2021 A ug 23Referen ce y o u r q u o te d at ed
Fu rn ish t h e fo l lo w in g o n terms sp ecifi ed h erein . REF :
2 0 . QUANT IT Y
ORDE RE D/
ACCEP T E D*
2 1 . UNIT 2 2 . UNIT P RICE
D IFFE RE N CE S
26 .
INSP ECT E D RE CEIVE D ACCE P T E D, AND CONFORM S T O T HE
CONT RACT E XCE P T AS NOT E D
2 7 a. QUANT IT Y IN COL UM N 2 0 HAS BEE N
( YYYYM M M D D )
c. DAT E d. P RINT E D NAM E AND T IT L E OF AUT HORIZ E D
GOVE RNM E NT RE P RE SE NT AT IVE
b. SIGNAT URE OF AUT HORIZE D GOVE RNM E NT RE P RE SE NT AT IVE
e. M AIL ING ADDRESS OF AUT HORIZ E D GOVERNM E NT RE P RE SE NT AT IVE
36. I ce r tify th is account is cor r e ct and pr ope r for paym e nt.
g. E -M AIL ADDRE SSf. T E LE P HONE NUM BE R
a. DAT E
( YYYYM M M D D )
b. SIGNAT URE AND T IT L E OF CE RT IFYING OFFICE R
2 8 . SHIP NO. 2 9 . DO VOUCHE R NO. 30 .
INIT IAL S
3 2 . P AID BY 33 . AM OUNT VE RIFIE D
CORRE CT FOR
35 . BIL L OF L ADING NO.
34 . CHE CK NUM BER
3 7 . RE CE IVE D AT 3 8 . RE CE IVE D BY
( YYYYM M M D D )
3 1 . P AYM E NT
COM P LE T E
P ART IAL
FINAL
P ART IAL
FINAL
DD Form 1155, DEC 2001 P RE VIOUS E DIT ION IS OBSOL E T E.
3 9 . DAT E RE CE IVE D 4 0 . T OT AL
CONT AINE RS
4 1 . S/R ACCOUNT NO. 4 2 . S/R VOUCHE R NO.
AD D R ESS
AN D
N AME
SNA Contracting, LLC Chauncy Horton, Owner 20210901
Amendment
N6945017P76
Section SF 30 - BLOCK 14 CONTINUATION PAGE
AMENDMENT 0001
A. As a result of site visit and discussion, the scope of work is hereby modified to reflect the following changes: Delete the General scope of work provided in RFP and and replace with the below Scope/General Description.
B. All other terms and conditions remain unchanged.
C. Attached forms are required per Environmental for compliance with regulations.
1. GENERAL DESCRIPTION
The contractor shall furnish all labor, material, equipment, tools, transportation and supervision to test automatic tank gauge monitoring, automatic line leak detection systems, overfill protection, spill bucket, shear valve, and electronic interstitial monitoring on tanks listed in Appendix A. The contractor shall use the procedures approved by Mississippi Department of Environmental Quality listed in Appendix B through Appendix H for underground storage tank testing.
40 CFR 280: TECHNICAL STANDARDS AND CORRECTIVE ACTION
REQUIREMENTS FOR OWNERS AND OPERATORS OF
UNDERGROUND STORAGE TANKS (UST)
40 CFR 280 Subpart B - 280.20-280.22 - UST Systems: Design, Construction, Installation and Notification
Title 11 Mississippi Department of Environmental Quality, Part 5: Underground Storage Tank Regulations
2. LOCATION NAS MERIDIAN
MISSISSIPPI REGULATED UNDERGROUND STORAGE TANK LIST:
Tank No. Capacity Substance Stored Fuel Type Location
9 8,000 Gasoline Premium Navy Exchange 10 20,000 Gasoline Regular Navy Exchange 13 1,000 Diesel Off-Road (Exempt) FAA 16 600 Diesel Off-Road (Exempt) NTTC 38 6,000 Used Oil Old Jet Engine Test 39 1,000 Diesel Off-Road (Exempt) Air Operations
Appendix A: Certificate of Registration MDEQ UST Facility ID Number 8423
3. TERM OF CONTRACT:
The contract term shall be for a period of one year (12 months). This contract also has a provision for 2-year option period on tasks 1 and 4. The Government will exercise this option period 30 days prior to contract completion upon satisfactory performance by the contractor.
4. MINOR MATERIALS AND WORK
Minor materials and work not specifically mentioned herein but necessary for the proper completion of the specified work shall be furnished without additional cost to the Government.
5. EXISTING WORK
a. The altering in any way of existing work shall be carried on in such a manner as to prevent injury or damage to any portion of the existing work that remains.
Existing work to remain, if damaged during construction operations, is the responsibility of the Contractor and shall be repaired or replaced in kind and in a manner to match existing or adjoining work, as approved by the Contracting Officer.
b. If unforeseen deteriorated material of a major nature is uncovered in the course of the work, do not disturb, immediately notify the Contracting Officer.
6. WORK SCHEDULE
a. All work shall be accomplished within the hours of 7:00 A.M. and 3:30 P.M., Monday through Friday (including Federal Holidays).
b. Work outside regular working hours requires Contracting Officer approval. Approval will be granted if working outside regular working hours is determined to be in the best interest of the government. Make application 3 days prior to such work to allow arrangement to be made by the Government for inspecting the work in progress.
7. FAC 5252.236-9305, AVAILABILITY OF UTILITIES
When available, the Government will furnish reasonable amounts of the following utilities for the work to be performed under this contract at no cost to the contractor. Information concerning the location of existing outlets may be secured from the OIC. The contractor shall provide and maintain, at his expense, the necessary service lines from existing Government outlets to the site of work.
Electric Water
Contractor Furnished Utilities. In the event that the Government is unable to provide the required types of utilities, the Contractor shall, at his expense, arrange for the required utilities.
Telephone Lines. Telephone lines for the sole use of the Contractor will not be available.
Government telephones shall not be used for personal reasons.
8. MAINTENANCE SCHEDULE
Within 15 days after receipt of the Notice of Award, prepare and submit to the Contracting Officer for approval a service/maintenance schedule in the form of a progress chart.
9. QUALITY CONTROL
The contractor is responsible for the quality of the work performed. A quality control report is required for each day that work is performed and for every seven consecutive calendar days of no work and on the last day of a no-work period. Account for each calendar day throughout the life of the Contract. The reporting of work shall be identified by terminology consistent with the construction schedule. Contractor Quality Control Reports are to be prepared, signed and dated by the QC Manager appointed by the contractor.
10. FAC 5252.236-9303, ACCIDENT PREVENTION
(a) In order to provide safety controls for protection to the life and health of employees and other persons; for prevention of damage to property, materials, supplies, and equipment; and for avoidance of work interruptions in the performance of this contract, the Contractor shall comply with all pertinent provisions of Corps of Engineers Manual, EM 385-1-1, entitled “Safety and Health Requirements Manual” as amended, and will also take or cause to be taken such additional measures as the Contracting Officer may determine to be reasonably necessary for the purpose.
(b) The Contractor will maintain an accurate record of, and will report to the Contracting Officer in the manner and on the forms prescribed by the Contracting officer, all accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies and equipment incident to work performed under this contract.
(c) The Contracting Officer will notify the Contractor of any noncompliance with the foregoing provisions and the action to be taken. The Contractor shall, after receipt of such notice, immediately take corrective action. Such notice, when delivered to the Contractor or his representative at the site of the work, shall be deemed sufficient for the purpose. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of work until satisfactory corrective action has been taken. The Contractor shall make no part of the time lost due to any such stop orders the subject of claim for extension of time or for excess costs or damages.
(d) Compliance with the provisions of this article by subcontractors will be the responsibility of the Contractor.
(e) Prior to commencement of the work, the Contractor may be required to:
(1) Submit in writing his proposals for effectuation provision for accident prevention;
(2) Meet in conference with representatives of the Contracting Officer to discuss and develop mutual understandings relative to administration of the overall safety program.
11. WASTE MANAGEMENT
Comply with all Federal, State, and Local regulations to include but not limited to the following:
a. Hazardous Solid Waste. All waste generated that meets the definition of hazardous waste, must be handled, accumulated, stored, moved and disposed of in accordance with RCRA regulations for Large Quantity Generators (LQG). In accordance with the NAS Meridian Hazardous Waste Management Plan all hazardous waste shall be accumulated, in contractor-supplied containers at approved accumulation sites. When containers are full or when work is complete the contractor will transfer accumulated waste, fill records, and Material Safety Data Sheets (MSDS) to the NAS Meridian’s less than 90-day storage area for disposal.
b. Non-Hazardous Solid Waste. All non-hazardous waste must be disposed of in regulated landfills in accordance with RCRA regulations. Copies of tipping documents shall be provided to the contract manager/FEAD for accountability and reporting purposes.
c. Training. Personnel handling hazardous waste must have all requisite training required by
RCRA, OSHA, and DOT regulations. Training Records must be available for review.
d. Reporting/Documentation. Prior to commencement of work submit in writing a plan consisting of:
(1) An index of hazardous materials to be introduced to the site. Each hazardous material must receive approval prior to bringing onto the job site. The index must agree with list provided in the below listed clause, “Hazardous Material Inventory and Usage Log”.
(2) A copy of all MSDS, Material Safety Data Sheets for hazardous materials listed in the index of the plan along with anticipated quantities by container size. Post a copy of all Material Safety Data Sheets at the work site where the products will be used.
(3) A plan for protecting personnel and property during the transport, storage and use of the materials.
(4) Procedures for spill response and disposal.
(5) Approved labeling system to identify contents on all containers on site.
(6) Personnel training plan.
(7) A list of hazardous waste which may be generated and waste management procedures coinciding with the below listed clause, “Waste Management”.
12. HAZARDOUS MATERIAL INVENTORY AND USAGE LOG.
a. What to report: Typical materials requiring MSDS and quantity reporting include, but not limited to, oil and latex based painting and caulking products, solvents, adhesives, aerosol, and petroleum products.
b. When to report:
1. Initial. Before onsite work commences the Contractor shall submit a MSDS and estimated quantities to be used for each hazardous material to the Contracting Officer prior to bringing the material on base.
2. Progress. An updated monthly report is required with each invoice submitted for payment.
3. Final. A final report is required either, by the tenth of the month following the completion of work, or with the final invoice, whichever occurs first.
A. The final report will indicate the maximum quantity of each material that was present at the site at any time, the amount of each material that was used during the project and the final disposition of unused quantities.
B. the Contractor shall ensure that hazardous materials are utilized in a manner that will minimize the amount of hazardous waste that is generated.
C. the Contractor shall certify that all hazardous materials removed from the site are hazardous materials and do not meet the definition of hazardous waste per 40 CFR 261.
c. Use the form, “Contractor Monthly Hazardous Material Inventory and Usage Log” provided by the
FEAD for reporting.
13. DISPOSITION OF REMOVED MATERIALS
a. Except where specifically specified otherwise herein, all salvable materials disconnected or removed during the course of the work and not specified for reuse in the new work shall become the property of the Contractor and shall be removed from the Government property.
b. All trash, debris and unusable materials shall be cleaned up at the end of each workday and disposed of by removing completely from government property.
14. REGULATIONS
Contractor personnel employed on the Station shall become familiar with and obey Station regulations, shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. Contractor equipment shall be conspicuously marked for identification.
15. UTILITY OUTAGES AND EXCAVATING
a. Responsibility for Utility Locating. The contractor shall be responsible for locating and marking all underground utilities before the permit is approved. Underground utilities include electric, gas, sanitary, water, phone, and communication cable (both wire and optical), etc.
b. Before any digging or utility outages are accomplished, the Contractor shall apply for a digging permit or outage request no less than 15 days prior from Public Works Department via the Contract Surveillance Representative.
c. Marking of new underground utilities: Provide detectable aluminum foil plastic-backed tape or detectable magnetic plastic tape manufactured specifically for warning and identification of underground utilities. Tape is to be 2-inch minimum width and color coded for the utility involved. The tape shall be imprinted with a warning and identification such as CAUTION BURIED ELECTRIC CABLE BELOW, or similar.
d. Updated As-Built Drawings. Mark-up government provided reference drawings to indicate location of underground utilities placed and encountered during the course of work.
16. CONTRACTOR OWNED, RENTED, LEASED AND/OR OPERATED CRANES
Contractors, sub-contractors and suppliers are required to notify the Contracting Officer in advance when a crane is scheduled to enter the station. All cranes must comply with Naval Air Station Meridian Instruction (NASMERINST) 11250.2, the Corps of Engineers Manual EM 385-1-1, and NAVFAC P-307.
The Contractors is responsible for immediately notifying the Contracting Officer of any crane-related accident and to conduct a proper investigation.
17. TECHNICAL SPECIFICATION
All work must be completed by a Mississippi State Certified Contractor with the Under Storage Tank Program. All work must be certified and documented with the Mississippi Department of environmental quality. The bylaws for Mississippi tank regulations are included with this contract (MDEQ Title 11 Mississippi Department of Environmental Quality, Part 5). The bylaws for the Certified Contractor work are located on the MDEQ website listed below http://www.deq.state.ms.us/MDEQ.nsf/page/UST_Publications?OpenDocument
Title 11 Mississippi Department of Environmental Quality, Part 5-MDEQ UST Regulation
(d) Overfill prevention equipment. Except as provided in §280.20(e)(2), to prevent overfilling of the tank during product transfer to the UST system, owners and operators must use overfill prevention equipment that is accessible for inspection, compatible with the substances stored and will, for the operational life of the overfill prevention equipment, meet one of the following:
(1) Automatically shut off flow into the tank when the tank is no more than 95 percent full; or
(2) Alert the transfer operator when the tank is no more than 90 percent full by restricting the flow into the tank or triggering a high-level alarm; or 19
(3) Restrict flow 30 minutes prior to overfilling, alert the operator with a high level alarm one minute before overfilling, or automatically shut off flow into the tank so that none of the fittings located on top of the tank are exposed to product due to overfilling.
(g) Certification of installation. All owners and operators must ensure that all tanks, piping and applicable ancillary components are installed by a contractor certified by the MDEQ as a UST installer. Owners and operators must provide certification of compliance with these requirements on the UST notification form in accordance with §280.22. In addition, one or more of the following may also be required in order to demonstrate compliance with paragraph (f) of this section by providing a certification of compliance on the UST notification form in accordance with §280.22.
(1) The installer has been certified by the manufacturer; or
(2) All work listed in the manufacturer’s installation checklists have been completed; or
(3) The owner and operator have complied with another method for ensuring compliance with paragraph
(f) of this section that is determined by the MDEQ to be no less protective of human health and the environment.
(f) Ground-water monitoring. Testing or monitoring for liquids on the ground water must meet the following requirements:
(1) The regulated substance stored is immiscible in water and has a specific gravity of less than one;
(2) Ground water is never more than 20 feet from the ground surface and the hydraulic conductivity of the soil(s) between the UST system and the monitoring wells or devices is 41 not less than 0.01 cm/sec (e.g., the soil should consist of gravels, coarse to medium sands, coarse silts or other permeable materials);
(3) The slotted portion of the monitoring well casing must be designed to prevent migration of natural soils or filter pack into the well and to allow entry of regulated substance on the water table into the well under both high and low ground-water conditions;
(4) Monitoring wells shall be sealed from the ground surface to the top of the filter pack;
(5) Monitoring wells or devices intercept the excavation zone or are as close to it as is technically feasible;
(6) The continuous monitoring devices or manual methods used can detect the presence of at least one-eighth of an inch of free product on top of the ground water in the monitoring wells;
(7) Within and immediately below the UST system excavation zone, the site is assessed to ensure compliance with the requirements in paragraphs (f) (1) through (5) of this section and to establish the number and positioning of monitoring wells or devices that will detect releases from any portion of the tank that routinely contains product; and
(8) Monitoring wells are clearly marked and secured to avoid unauthorized access and tampering.
SCOPE OF WORK:
CLIN 0001: (CLIN 0004, CLIN 0006, CLIN 0008)
Task 1: Mississippi Annual Underground Storage Tank Testing
The contractor shall conduct underground storage tank work to comply with Mississippi Department of Environmental Quality (MDEQ) UST Program Requirements amended October 1, 2008 or Current Version. All work must be completed by a Mississippi State Certified Contractor with the Under Storage Tank Program as per reference Title 11 Mississippi Department of Environmental Quality, Part 5- MDEQ UST Regulation. The contractor shall test automatic tank gauge monitoring, automatic line leak detection systems, overfill protection, spill bucket, shear valve, and electronic interstitial monitoring on tanks listed in Appendix A. The contractor shall use the procedures approved by Mississippi Department of Environmental Quality listed in Appendix B through Appendix H for underground storage tank testing.
See Appendix B
Automatic tank gauge monitoring shall be tested to detect a leak no larger than 0.2 or less gallons per hour with certain probabilities of detection and of false alarm. The contractor shall test all of the following system parts: Overfill Alarm, Inventory Probe, Leak Detection Probe, Electronics Housing, Product Level Float, Water Level Float, Automatic tank gauge system panel, and any other system part for Automatic Tank Gauge Monitoring. Note: In the absence of a recognized industry procedure or manufacturer’s recommended practice, Automatic tank gauge monitoring must follow the “MDEQ Automatic Tank Gauging Equipment Inspection Procedure”.
See Appendix C
Automatic Line Leak Detection System shall be tested to detect a leak at least as small as 3 gallons per hour at a line pressure of 10 pounds per square inch within 1 hour by shutting off the product flow, restricting the product flow, or triggering an audible or visual alarm. Suction lines are pressurized for tightness test from 7 to 15 pounds per square inch. Note: All testing for Automatic Line Leak Detectors must follow the “MDEQ Procedure for Testing Automatic Line Leak Detectors”.
See Appendix D
Overfill Protection shall be tested for devices that either shut off product flow, restrict product flow or alert the delivery operator with an alarm when the tank is close to being full. The contractor shall test overfill protection system requirements for underground storage tanks. Note: In the absence of a recognized industry procedure or manufacturer’s recommended practice the “MDEQ Overfill Device Inspection Procedure” outlined below must be utilized.
See Appendix E
Visual Interstitial Monitoring Atmospheric
1. Record whether interstice is dry or wet.
2. If wet, note whether fluid is water or fuel or both.
3. Note amount of water / fuel in inches.
4. Remove all fluids from interstice.
See Appendix F
Shear Valve shall be tested for emergency shut off on fuel-supply lines beneath dispensers at grade level to minimize hazards associated with collision or fire at the dispenser. A full functioning shear valve’s top will break free at the integral shear groove, activating poppet that shut off the flow of fuel. The contractor shall test shear valve system requirements: Shear Valve and Trip Mechanism. Note: In the absence of an approved 3rd party test procedure or manufacturer’s recommended practice, the procedure outlined below in the “MDEQ Shear Valve Test Procedure” section must be utilized.
See Appendix G
Electronic Interstitial Monitoring shall be tested to check the area between the tank and the barrier for leaks and alert the operator if a leak is suspected. The contractor shall test the Electronic Interstitial Monitoring in the double-walled or jacketed tanks, in which an outer wall partially or completely surrounds the primary tank system: Interstitial Electronic Devices, Probes, Submerge sensor, Alarm sounds, and STP shutdown. Note: In the absence of an approved 3rd party test procedure or manufacturer’s recommended practice, the procedure outlined below in the “MDEQ Electronic Monitoring Device Test Procedure” section must be utilized.
See Appendix H
Spill Bucket shall be tested for containment around the fill pipe that catches small drips or spills that occur when the delivery hose is disconnected from the fill pipe. The contractor shall test spill bucket integrity protection system requirements: Spill Bucket. Note: In the absence of an approved 3rd party test procedure or manufacturer’s recommended practice, the test method outlined below in the “MDEQ Hydrostatic Test Procedure” section must be utilized.
Note: The Contractor shall submit recognized industry procedure or manufacturer’s recommended practice to Mississippi Department of Environmental Quality Office of Pollution Control UST Branch for approval prior to use for annual inspection testing. Documentation for request and approval shall be supplied to the Environmental Department and Contracting Officer.
Tank No.
Capacity
8,000
Substance Stored
Gasoline
Fuel Type
Premium
Location
Navy Exchange
13 1,000 Diesel Off-Road (Exempt) FAA 16 600 Diesel Off-Road (Exempt) NTTC
39 1,000 Diesel Off-Road Air Operations
(Exempt)
Task 2: Sump and Well Monitoring Well Monitoring The contractor shall conduct underground storage tank work to comply with Mississippi Department of Environmental Quality (MDEQ) UST Program Requirements amended October 1, 2008 or Current Version. All work must be completed by a Mississippi State Certified Contractor with the Underground Storage Tank Program as per reference UST-02 280.20 (g) MDEQ UST Regulation. The contractor shall visually check the groundwater that is within the wells once every thirty days with a suitable bailer. Lower the bailer into the well to allow water to half fill the bailer. If water is present in the well and a leak has occurred, petroleum product will float on top of the water in the bailer and will be clearly visible. Report 1/8" or more of free product on the groundwater; if there is no water in the well, you must use a vapor meter capable of detecting the stored substance and properly calibrated according to the manufacturer's instructions. Report a substantial change upward in the level of vapors.
Well Monitoring Locations:
38 6,000 Used Oil
Old Jet Engine Test
Sump Monitoring
The contractor shall conduct underground storage tank monthly inspections to comply with Mississippi Department of Environmental Quality (MDEQ) UST Program Requirements amended October 1, 2008 or Current Version. All work must be completed by a Mississippi State Certified Contractor with the Underground Storage Tank Program as per reference UST-02 280.20 (g) MDEQ UST Regulation. The contractor shall perform monthly visually inspection checks of both turbine and dispenser sumps. The contractor shall ensure that sumps are free of fuel, water, debris, and dirt. The contractor shall dispose of any fuel, water, debris, and dirt in accordance with federal, state, and local requirements.
Turbine/Atmospheric Sumps - Turbine/Atmospheric sumps are designed to provide access to the turbine area above the tank. The sump area may house the submersible sump head, piping, line leak detectors, interstitial monitoring devices, wiring, and other equipment. You generally will find turbine/atmospheric sumps directly above your USTs. Turbine/Atmospheric sump lids generally range from 3 to 4 feet in diameter and can be round, oval, square, or rectangular in shape.
Dispenser Sumps - Dispenser sumps are designed to provide access to piping, flex connectors, shear valves, and other equipment located beneath the dispenser. Dispenser sumps are found directly under your dispensers.
When inspecting the piping and equipment in the sump, the contractor should watch for the following conditions:
- For metal piping, check to ensure the piping is not severely corroded, in contact with the ground if it does not have corrosion protection, or otherwise degraded.
-For fiberglass piping, check to ensure the piping is not cracked, delaminated, or otherwise degraded.
-For flexible piping, check to ensure the piping does not have abnormal bends, breaks, cracks, or kinks; is not bulging, swelling, or growing; has not become soft, spongy, or discolored; and is not otherwise distorted or degraded.
-Check to ensure the fittings and flexible connectors are not twisted or misaligned and the flexible connectors are not cracked, kinked, etc.
-Check to ensure other pieces of equipment, including pump head, line leak detector, and sensors, are not visibly damaged, severely corroded, etc.
Turbine/Atmospheric Sumps Locations:
Dispenser Sumps Locations:
Task 3: Notification and Reporting
The contractor shall complete the required Mississippi State forms for certifications of the all testing, inspection, monitoring, and repairs. Upon completion of the work, monitoring, repair, and inspections; the contractor shall submit the certification of all work, repair, and inspection data to the Base Environmental Office within one week of completion. A copy of the certificates will also be provided to the contracting officer. The contractor shall submit final reports to the Base Environmental Office and FEAD Contracting Officer within one week of work completion. Along with the final report submission, deficiencies that result from the testing will be documented and submitted to the contracting officer and Environmental Office.
Notifications:
8,000
Gasoline
Premium
Navy Exchange
*Note: Upon completion of the work, monitoring, repair, and inspections; the contractor shall submit the certification of all work, repair, and inspection data to the Base Environmental Office within one week of completion on each work, monitoring, repair, and inspections.
Reporting:
Report Name Number of Reports
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY 1
ANNUAL SPILL BUCKET INTEGRITY TESTING
Report Name
Number of Reports
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
MONTHLY VISUAL INTERSTITAL MONITORING
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
ANNUAL ELECTRONIC INTERSTITIAL MONITORING DEVICE
TESTING
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
ANNUAL AUTOMATIC TANK GAUGING EQUIPMENT INSPECTION
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
ANNUAL AUTOMATIC LINE LEAK DETECTOR TESTING
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
ANNUAL OVERFILL PREVENTION DEVICE INSPECTION
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
ANNUAL SHEAR VALVE TESTING
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY 12
MONTHLY GROUNDWATER / VAPOR MONITORING
MONTHLY GROUNDWATER / VAPOR MONITORING
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
ANNUAL OVERFILL PREVENTION DEVICE INSPECTION
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
MONTHLY GROUNDWATER / VAPOR MONITORING
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
ANNUAL OVERFILL PREVENTION DEVICE INSPECTION
MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY
Report Name
ANNUAL OVERFILL PREVENTION DEVICE INSPECTION
Number of Reports
The MDEQ certification reports are as follows: Note: All testing, monitoring, repairing, and inspections Certifications must be performed by a Mississippi State Certified Contractor with the Underground Storage Tank Program as per reference UST-02 280.20 (g) MDEQ UST Regulation
ANNUAL AUTOMATIC TANK GAUGING EQUIPMENT INSPECTION
ANNUAL AUTOMATIC LINE LEAK DETECTOR TESTING
MISSISSIPPI DEPARTMENT OF ENVIRONEMTAL CONTROL
ANNUAL OVERFILL PREVENTION DEVICE INSPECTION
MONTHLY VISUAL INTERSTITAL MONITORING
ANNUAL SHEAR VALVE TESTING
ANNUAL ELECTRONIC INTERSTITIAL MONITORING DEVICE TESTING
CLIN 0002 – METALLIC COATING - DELETED
CLIN 0003: (CLIN 0005, CLIN 0007, CLIN 0009)
SERVICE WORK: (Total of 4 available each option period)
1. Service work defined as other than routine quarterly inspection and maintenance type, shall be accomplished during hours of regularly scheduled working days. Work, once commenced, may be interrupted at the end of a scheduled working period and completed the next working day. The mechanic shall report for routine service work within 24 hours of receipt of notification by the Government. The Contracting Officer or his designated representative will order all service work.
2. For any single malfunction, the Contractor will provide up to $500.00 material and the Government will pay any additional material cost. All material cost to the Government shall be at invoice cost to the Contractor. Any malfunction with a material cost over $500.00 shall require permission from the Officer in Charge to proceed with the work. A copy of the Contractor's cost invoices shall be furnished to the Contracting Officer with any request for payment for material after correction of malfunctions.
Amendment 0001 aM
3. WORK COMPLETION: The following completion schedule will apply to all service call and repair work:
a. If no single part exceeds $500.00, then all repair and service work shall be carried to completion upon commencement of the work.
b. If any single repair part equals or exceeds $500.00, but is less than $750.00, then the Contractor will be allowed one day to provide the part after consent to proceed by Contracting Officer.
c. If any single repair part exceeds $750.00, then the Contractor will be allowed three days to procure the part after consent to proceed by Contracting Officer.
d. After procuring the part, the work shall be prosecuted continuously during regular hours until the repair is complete.
e. The Contractor must get a minimum of two quotes when either (a) the total costs of the parts for a single repair is over $500.00, or (b) the Contractor cannot secure the part within the time allowed.
f. If the Contractor has not secured the part within the allowed time, then the Government reserves the right to (a) find a source for the part and require the Contractor to purchase the part from that source.
CONTRACTOR EMPLOYEES: The Contractor shall furnish sufficient personnel to perform all work specified within the contract.
a. The Contractor's employees will conduct themselves in a proper and efficient manner at all times.
b. The Contractor expressly agrees to remove from the site any individual whose continued employment is deemed by the Contracting Officer to be contrary to the public interest or inconsistent with the best interest of national security.
c. No employee or representative of the Contractor will be admitted to the work site unless he furnishes required information for background check by Pass and Tag and has complied with requirements of DBIDS.
Appendix A Certificate of Registration MDEQ UST Facility ID Number 8423 Appendix B MDEQ Automatic Tank Gauging Equipment Inspection Procedure
1. Inspect console and ensure all functions are normal and no alarm condition exists.
2. Confirm that both the visual and audible alarms function correctly.
3. Verify that the correct set-up parameters are input and the automatic tank gauge is performing
0.2 gallons per hour leak testing.
4. Ensure that the owner is maintaining a monthly record of “passing” 0.2 gallons per hour leak tests for all tanks.
5. Remove tank probes and clean ensuring all floats move freely and the probe is in good condition.
6. Measure the fuel and water contents of the tank and compare the manually obtained fuel/water levels with the automatic tank gauge inventory report ensuring that they are the same.
7. Ensure that the probe fuel and water floats are the correct type for the product stored in the tank.
8. Reinstall probes ensuring that the tank riser cap seals properly and the communication cable seal is tight.
Appendix C MDEQ Procedure for Testing Automatic Line Leak Detectors
Mechanical Automatic Line Leak Detectors Test Set-up
1. Shut off power to the pump and perform lockout/tag out procedures on the circuit breakers.
2. Bleed line pressure to zero by activating the dispenser and opening the nozzle – allowing fuel to drain into an approved container. After all line pressure has been bled-off, hang up the nozzle and close the shear valve.
3. Connect the test apparatus to the shear valve test port at the highest dispenser. If there is no elevation change, connect the test apparatus at the furthest dispenser.
Note: If the piping has master/satellite dispensers, the test apparatus must be connected to the furthest satellite dispenser.
4. Re-establish power to the pump. Open the shear valve and pressurize the line by activating the pump.
Confirm that there are no leaks in the test apparatus or the connection to the shear valve test port.
5. Dispense product from the dispenser nozzle to remove all air from the line.
Determine Operational Parameters of the Mechanical Line Leak Detector
6. Close the dispenser nozzle and allow the line to fully pressurize. Record this as the full pump pressure.
7. Shut off the pump, close the shear valve and allow line pressure to decay until it stabilizes. Record this as the holding pressure.
Note: If the line pressure does not stabilize, this may indicate that the check valve/functional element are defective or the packer O-ring in the pump head is leaking.
8. Bleed line pressure to zero by opening the test apparatus leak orifice and allowing fluid to drain into a graduated cylinder. The volume of fluid recovered is the resiliency and should be recorded in milliliters (ml).
9. After waiting for 2-5 minutes, fully close the test apparatus leak orifice, turn pump back on and observe pressure gauge. Pressure should rise quickly and pause for approximately 2-5 seconds before building to full pump pressure.
Note: If the line pressure goes to full pump pressure without pausing, this indicates that the leak detector did not “trip” (move to the leak search position). If the leak detector did not move to the leak search position – repeat Step 8.
10. Observe the line pressure when it pauses and record this as the metering pressure.
11. Measure with a stopwatch the length of time it takes from pausing at the metering pressure until full pump pressure is achieved. Record this as the opening time.
Note: If the opening time is greater than 2-5 seconds, this may indicate that there is air trapped in the line, the piping has high resiliency or a leak smaller than the leak detector is capable of detecting may exist in the piping.
WARNING: You must pay very close attention to the pressure gauge while measuring the opening time as this happens rather quickly.
Calibrate Test Apparatus Leak Orifice
I. Without the use of a pressure regulator
12. Referencing the full pump pressure recorded in Step 6, determine from Table 1 the volume of fluid that must be discharged in 60 seconds at full pump pressure to simulate a leak equivalent to 3 gallons per hour @ 10 psi.
13. Turn the pump on and confirm that full pump pressure is indicated. Slowly open the test apparatus leak orifice and adjust until the flow rate determined in Step 12 has been achieved.
Note: To do this, direct the fluid flow into a graduated cylinder while timing for 60 seconds.
Continue to adjust the size of the test apparatus leak orifice until the desired flow rate is achieved.
To expedite calibration, you may find it useful to initially make coarse adjustments by measuring the volume of fluid that corresponds to the 15 second time interval indicated in Table1. However, the final calibration of the test apparatus leak orifice must be conducted by measuring the appropriate volume of fluid over the full 60 second time frame.
II. With the use of a pressure regulator
12. Turn the pump on and confirm that full pump pressure is indicated. Slowly open the test apparatus leak orifice and direct the fuel flow into an approved container.
13. Adjust the line pressure to 10 psi with the pressure regulator. Direct the fluid flow into a graduated cylinder and time for 60 seconds. Adjust the size of the test apparatus leak orifice until the desired flow rate of 189 ml/min is achieved while maintaining a line pressure of 10 psi.
Note: It may be necessary to readjust the pressure regulator and/or the test apparatus leak orifice several times in order to correctly set the leak rate at 189 ml/minute at a line pressure of 10 psi. To expedite calibration, you may find it useful to initially make coarse adjustments by measuring the volume of fluid that corresponds to 15 seconds (1/4 of 189 ml = 47 ml). However, the final calibration of the test apparatus leak orifice must be conducted by measuring 189 ml of fluid over the full 60 second time frame.
Determine if the Leak Detector Sees a Leak Equivalent to 3 gallons per hour @ 10 psi
14. Turn the pump off and allow the line pressure to bleed-off completely (0 psi) through the test apparatus leak orifice. This should cause the leak detector to “trip” (move into the leak sensing position).
Note: Do not change the size of the test apparatus leak orifice after it has been properly calibrated in Step13.
15. Turn the pump on and allow the simulated leak to occur through the calibrated test apparatus leak orifice.
Note: If using a pressure regulator in the test apparatus, the pressure regulator must be completely bypassed or fully opened while conducting Steps 15 and 16.
16. Observe that the line pressure rises to the metering pressure (determined in step 10) and remains there indefinitely with the pump running and the simulated leak occurring through the calibrated test apparatus leak orifice.
Note: The test must be conducted for a minimum of 60 seconds. If the line pressure rises to the full pump pressure at any time during the test, this indicates that the leak detector has fully opened and fails the test.
17. Confirm that the leak detector is operating correctly by recording the line pressure observed in Step 16 as the leak test pressure. The leak test pressure should be equivalent to the metering pressure.
18. Measure the volume of fluid discharged from the test apparatus leak orifice while the leak detector is being tested in Step 16 by directing the flow into the graduated cylinder while timing for 60 seconds.
Record this as the leak test volume.
Note: The leak test volume should be equal to the volume of fluid that corresponds to the line pressure in Table 1.
19. Refer to Table 2 to determine the leak rate (expressed as gallons per hour) that corresponds to the leak volume observed in Step 18. Record this as the test leak rate.
Restore the System to Operational Condition
20. Cut the pump power off, allow line pressure to bleed-off to zero and close the shear valve. Perform lockout/tag out procedure on the circuit breakers.
21. Remove the test apparatus from the shear valve body and properly reinstall the plug into the shear valve test port.
22. Re-establish power to the pump on and confirm that there are no leaks in the system.
23. Dispenser product into an approved container to remove any air from the line and confirm that the leak detector is operating properly by observing that full product flow is achieved.
Pass/Fail Criteria
Pass - The line pressure does not increase above the metering pressure for the duration of the test with the simulated leak occurring.
Fail – The line pressure increases to full pump pressure while the simulated leak is occurring OR The leak detector does not reset (trip) when the line pressure is bled off to zero.
Note: If the leak detector initially fails the test, repeat the test procedure before declaring the test result as “fail”.
Appendix D MDEQ Overfill Prevention Device Inspection Procedure Ball Float Valve
1. Remove fitting/cap and visually confirm that ball float valve is present and in good condition.
2. Ensure all tank top fittings are in good condition and appear to be vapor tight.
3. Ensure that “standard” drop tubes are properly installed in the tank fill riser.
4. Ensure that ball float valve is installed correctly in accordance with the manufacturer’s requirements.
5. If there are any questions about functionality, remove, inspect, and reinstall device (see note below).
Drop Tube Device
1. Remove tank fill cap and visually confirm that drop tube device is present and not obstructed.
2. Ensure that tight-fill adapter on fill riser is tight and in good condition.
3. Ensure that the drop tube assembly is in good condition and all necessary gaskets/seals are in place.
4. Ensure that the drop tube device is installed correctly in accordance with manufacturer’s requirements.
5. If there are any questions about functionality, remove, inspect, and reinstall device (see note below).
Electronic Alarm
1. Remove the electronic alarm device from the tank and visually inspect for damage or corrosion.
2. Ensure the device functions correctly by causing an alarm condition (e.g. slide float upward).
3. Reinstall the electronic alarm device in accordance with the manufacturer’s requirements (see note below)
4. Ensure that alarm is audible and identifiable by the delivery person as an overfill alarm.
Note: MDEQ certification as a UST installer is required to install overfill prevention devices.
Appendix E MDEQ Visual Interstitial Monitoring Procedure
Atmospheric
1. Record whether interstice is dry or wet.
2. If wet, note whether fluid is water or fuel or both.
3. Note amount of water / fuel in inches.
4. Remove all fluids from interstice.
Note: MDEQ certification as a UST installer is required to repair or install containment sumps Appendix F MDEQ Shear Valve Test Procedure
1. Visually confirm that all shear valves are properly installed, “trip” mechanism is functional and in good condition.
2. Manually close the shear valve.
3. Energize the pump and attempt to dispense fuel from the corresponding nozzle into a suitable container.
4. Confirm that the shear valve effectively interrupts the flow of fuel so that no fuel is dispensed from the nozzle.
5. Return the nozzle to the hanging position and shut down the pump.
6. Return the shear valve to the open position ensuring “trip” mechanism is functional and in correct position.
Note: MDEQ certification as a UST installer is required to repair or install shear valve. Appendix G MDEQ Electronic Interstitial Monitoring Procedure
In order to document compliance with the Electronic Interstitial Monitoring requirements, you must document all three of the following:
1. Document that all sensors are connected to console and apparently functional by indicating so in the appropriate space below. Alternatively, if your system is capable of producing a “sensor status” report you may attach a copy of this report to this form.
2. Document all alarms that may have occurred during the month by completion of this form. Alternatively, if your system is capable of producing an “alarm history” report you may attach a copy of this report to this form.
3. Document that all alarms have been satisfactorily reconciled by completion of this form. Alternatively, if your system is capable of producing an “alarm reconciliation” report, you may attach a copy of this report to this form.
If your system is capable of producing records of all three of the above, you do not need to complete this form. Instead, you may keep copies of these records available for review upon request.
Appendix H MDEQ Shear Valve Procedure
MDEQ Shear Valve Test Procedure
1. Visually confirm that all shear valves are properly installed, “trip” mechanism is functional and in good condition.
2. Manually close the shear valve.
3. Energize the pump and attempt to dispense fuel from the corresponding nozzle into a suitable container.
4. Confirm that the shear valve effectively interrupts the flow of fuel so that no fuel is dispensed from the nozzle.
5. Return the nozzle to the hanging position and shut down the pump.
6. Return the shear valve to the open position ensuring “trip” mechanism is functional and in correct position.
Note: MDEQ certification as a UST installer is required to repair or install shear valves.
***The Visual Interstitial Monitoring Form will be for Building# 1 and 361
***The Monthly Walkthrough/Monthly Form will be for all Buildings (6)
***The Monthly Walkthrough/Annual Form will be for all Buildings (6)
Section 00010 - Solicitation Contract Form
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job $23,116.42 $23,116.42
MAINTENANCE AND REPAIR TANKS NASMER
FFP
The contractor will provide all labor, material, equipment, tools, supervision, transportation and any incidental items required for the inspection and maintenance of various on station tanks as specified in attached scope of work. All work is located at Naval Air Station, Meridian MS 39309.
FOB: Destination
PURCHASE REQUEST NUMBER: ACQR5873063
PSC CD: Z1JZ
NET AMT $23,116.42
000101 $0.00
FUND ACRN AA
FFP
Funding Doc. No. N6304321PR00GTT Customer ACRN: AA
MILSTRIP: N6304321PR00GTT
NET AMT $0.00
ACRN AA
CIN: 000000000000000000000000000000
$23,116.42
0002 $0.00
COAT METALLIC COMPONENT - DELETED
FFP
The contractor will provide all labor, material, equipment, transportation, supervision and all incidental items required to coat allmetallic componjents to prevent future corrosion. THIS CLIN IS DELETED - WORK IS NOT TO BE
PERFORMED.
0003 4 Each $2,274.48 $9,097.92
BASE YEAR SERVICE CALLS
FFP
Service work defined as other than routine quarterly inspection and maintenance type, shall be accomplished during hours of regularly scheduled working days.
Work, once commenced, may be interrupted at the end of a scheduled working period and completed the next working day.
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