Skip to main content

SAFETY/EMERGENCY RESPONSE READINESS INSPECTION CHECKLIST

                   FACILITY:                                                              DATE:                                           



DESCRIPTION
REMARKS

FIRE

1
Are the numbers of fire extinguishers adequate (check the minimum requirement)?

2
What is the due date for re-inspection of the fire extinguishers?

3
Check the condition of the extinguishers(not rusted or damaged?)

4
Are the extinguishers’ safety pin in place?

5
Check that there are no powders in the extinguishers discharge hose.

6
Are the fire pumps working ? (test to confirm)

7
Are the pumps maintained according to an approved maintenance schedule?

8
Are the fire pumps tested & records available?

9

Are the fire pumps appropriately labeled?


10

Are the valves on the discharge lines of the fire pumps in open or closed position?


11

Is there any access control to the valve on the discharge (keys etc)?


12

Are the fire hydrant tanks maintained according to an approved maintenance schedule?


13

Are inspection dates present on all fire tanks?


14

Are the tanks adequately filled according to minimum requirements?


15

Are the fire hydrants in place and functional (test to confirm)?


16

Are the fire hydrant valves functional? (test to confirm)


17

Are the fire hydrant lines rusted?


18

Have all the personnel been trained in basic fire fighting?


19

Has a fire drill been conducted in the facility in the last one year and record available?


20

Did the personnel present in the facility at the time of inspection participate in the drill?



MEDICAL


21

Is a first aid box available & well stocked?


22

Have the personnel been trained in basic first aid in the past three years?


23

Has a medical evacuation drill been conducted in the past one year in the facility being inspected?


24

Did the personnel present at the time of inspection participate in the drill?


25

Are the eye wash facilities available & functional?



SPILL/GAS RELEASE


26

Is the minimum stock of spill response materials available?


27

Are the various MSDS available?


28

Are sump tank evacuation plan in place?


29

Do other personnel know what to do in the event of a spill?



SECURITY/COMMUNITY INVASION


30

Do facility personnel know what to do in the event of an invasion?Are there adequate security coverage?


31

Have security/community invasion drills been conducted in the past one year and did the personnel present at inspection time participate?



DETECTION & COMMUNICATION


32

Is there a telephone facility available & functional?


33

Are the emergency telephone posted conspicuously close to the telephone?


34

Is there a back-up communication facility in the event of the failure of the regular telephone line?


35

Is there a fire alarm?


36

Has it been tested and records available?


37

Is there a maintenance schedule for the alarm and it is maintained according to the schedule?


38

Are smoke detectors maintained according to an approved maintenance schedule?


39

Are there adequate smoke detectors present in critical locations?


40

Are there gas detectors installed in the facilities?


41

Are the gas detectors maintained in line with the approved maintenance schedule?



Are gas detectors available, functional and periodical tested ?



When was the last calibration date of the gas detectors? Is the calibration valid and when is the next due date?



EMERGENCY LIGHTING


42
Is the emergency lighting periodically maintained according to a maintenance schedule?

43
Is the emergency lighting periodically tested and records available?


MUSTERING/EVACUATION


44
 Are Muster points adequately labeled?

45
Are the emergency telephone numbers posted  on site?

46
Are the emergency telephone numbers conspicuously displayed on noticeboards?

47
Is there evidence of this?


Are the safety signs (emergency exits, escape routes, etc) prominently displayed?


Are evacuation/emergency notices strategically located throughout the site/accommodation


PERMIT-TO-WORK

48
Are permits raised for every task?

49
Are permits properly displayed at worksite?

50
Are all permits properly filed(3-12) months after completion of task?

51
Is JSA attached to every permit?

52
Is JSA reviewed by the work team and properly documented?

53
Is there an evidence of tool box meeting before commencement of task?

54
Is permit revalidation being signed and dated by the PIC?

55
Is permit handover been done between PIC and WRP at shift change?


WASTE MANAGEMENT


§  Are all sources and types of waste clearly identified/inventorised /segregated with evidence of Waste Manifest?


§  Management of oily waste and produced sand from cradle to grave with use of Waste Consignment Note?


§  Cleanliness of Waste storage areas and drains including saver pit.


§  Are all sources and types of waste clearly identified/inventorised /segregated with evidence of WCN

















Evidence of usage of ear muffs/plug in areas with noise level in excess of 80dBA


Adequacy and clarity of Safety signs











PPE


Are all PPE signs visible?   


Are the warning signs in hazardous areas visible?           


Are PPE’S provided for Staff and contractors


Are the PPE provided in good condition and valid?


Are the PPE provided ANSI standard?


FENCING


Is the fencing adequate to keep unauthorised people out of restricted operation areas?



Is a 3 metre fire break surrounding n the perimenter fence provided to prevent the spread of an accidental bush fire?


HOISTING AND LIFTING


Are Safe Working Loads (SWLs) clearly indicated on all lifting equipment?



Are Inspection/examination dates clearly labelled?



Is all lifting equipment appropriately colour coded using the SPDC system?



If any lifting operations are undertaken during the site visit, are these carried out under supervision?





















Comments

Popular posts from this blog

Construction Procedure of Surface Road Side Drainage-PART 1 (with picture)

Surface water ( i.e., rain water) that falls on the ground surface such as; open field, paved areas or road surface, roof tops etc are channeled to a main drain naturally or through a constructed channel which is referred to as drainage. Procedure for construction of a common drainage (trench) (1m x 1m U drainage) (reinforced). includes; I.       Marking Of Alignment: The surveyor marked out the alignment for the trench to be dug. II.       Digging/Excavation: The surveyor marked out the dept of the trench to be excavated with a mechanical excavating machine. For a 1m x 1m drainage, the mathematical process of obtaining the required dept is to sum together the dept of the required drain + base + blinding. For dept:  A drain of dept1000 mm, base of 150 mm and blinding of 50 mm. Hence 1000mm + 150mm + 50mm = 1200mm (1.2 m) So an excavation of 1200mm (1.2m) is required from the to level of the road surface. For width:

Ring / Pipe Culverts Construction procedure

Culvert is an open/close drain structure that allows water to flow below a road. It’s like a tunnel carrying a stream of water flow. A Ring/Pipe Culvert Procedure for construction of a common Ring/Pipe Culvert (road junction culvert) includes; I.       Marking Of Alignment: - The surveyor marked out the alignment for the trench to be dug. II.       Digging/Excavation: The surveyor marked out the dept of the culvert to be excavated with an excavating machine. For a 1m pipe culvert, the mathematical process of obtaining the required dept is to sum together the total width of the pipe + base + blinding. For dept:  A pipe of width 1000 mm, base of 150 mm and blinding of 50 mm (though optional). . Hence 1000mm + 150mm + 50mm = 1200mm (1.2 m) So an excavation of 1200mm (1.2m) is required from the to level of the natural ground (sub grade level) surface. For width: A minimum of (2.5 x width) m is advisable.  

Construction Procedure of Surface Road Side Drainage-PART 2 (with picture)

  V.        Next step is laying of concrete base on the blinded surface and the positioned reinforcement. A concrete base of 150 mm is to be laid or cast on the blinded floor, concrete grade C20 of ratio 1:2:4 is allowed (See concrete grading and mix ratio). A guiding panel is placed into position to guild in the laying of the concrete base in order to achieve a uniformly alignment base edge, thickness and width, also to manage concrete material while pouring. The base is cast with the U shape reinforcement bottom in between the concrete base achieving concrete cover below and above.   VI.        After setting and drying of the concrete base, next is to position the side wall panel form work. The floor base is marked to give the required one meter (1000 mm) internal width where the panel will be positioned. The panel wall spacing is 100mm, and wall height of 1000mm (1 meter), the panel is lubricated, clipped and prepared to accept the Concrete.