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RNPCP Appendix A and B

RNPCP Appendix A and B
79問 • 1ヶ月前
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  • 1

    2.31ft of head

    1 psi

  • 2

    Minimum pressure for a group containing flushometer valves

    103kPa or 15psi

  • 3

    Minimum pressure for a group containing flush tanks

    55.16kPa or 8psi

  • 4

    Multiplier to the elevation above the water main to determine loss in static pressure

    9.79

  • 5

    Multiplier to the total demand for fixtures with combined hot and cold water to arrive in maximum separate demands

    75%

  • 6

    Maximum velocity of water for sizing supply piping

    3m/s

  • 7

    Minimum area of trench bottom for disposal field

    14sq.m

  • 8

    Sidewall area below the leach line may be added to the trench bottom absorption area

    305mm to 914mm (1' to 3')

  • 9

    Where leaching beds are permitted in lieu of trenches, the area of each bed shall be at least ____ greater than the tubular requirements for trenches

    50%

  • 10

    Separation distance of leach bed excavation from the water table

    1.5m

  • 11

    Separation distance of seepage pit excavation from the water table

    3m

  • 12

    Minimum number of compartments of a septic tank (as per plumbing code)

    2

  • 13

    Minimum number of compartments of a septic tank (as per new ordinance)

    3

  • 14

    Minimum capacity of inlet compartment

    2/3 of tank capacity

  • 15

    Minimum liquid capacity of inlet compartment

    2cu.m

  • 16

    Minimum length of inlet compartment

    1.5m

  • 17

    Minimum width of inlet compartment

    0.9m

  • 18

    Minimum capacity of secondary compartment

    1/3 of tank capacity

  • 19

    Minimum capacity of secondary compartment

    1cu.m

  • 20

    Minimum length capacity of secondary compartment if tank has over 6cu.m capacity

    1.5m

  • 21

    Length of inlet compartment to be provided with additional manhole

    more than 3.7m

  • 22

    Minimum number of manholes for septic tank

    2

  • 23

    Minimum dimension of a manhole

    508mm or 20"

  • 24

    Minimum size of the vertical leg of the inlet and outlet fitting

    104.6mm

  • 25

    Minimum horizontal dimension of baffle type fitting when measured at the inlet and outlet pipe inverts

    106.6mm

  • 26

    Minimum extension of inlet and outlet pipe or baffle above the water surface

    101.6mm or 4"

  • 27

    Minimum extension of inlet and outlet pipe or baffle below the water surface

    304.8mm or 12"

  • 28

    Minimum vertical clearance of the inlet pipe invert above the outlet pipe invert

    50.8mm or 2"

  • 29

    Minimum extension of sidewalls above the liquid depth

    228.6mm or 9"

  • 30

    Minimum vertical clearance of septic tank cover above the back vent openings

    50.8mm

  • 31

    Minimum extension of partitions or baffles above the liquid level

    101.6mm or 4"

  • 32

    Minimum size of an inverted fitting, installed in the inlet compartment side of the baffle with the bottom placed midway the liquid depth

    104.6mm

  • 33

    Minimum earth load support capacity of septic tank covers, when the maximum coverage does not exceed 9m

    14.4 kPa

  • 34

    Minimum extension of bituminous coating below the water line of concrete septic tanks and shall cover all of the internal area above that point

    101.6mm

  • 35

    Minimum wall thickness of steel septic tank, internally and externally protected from corrosion

    GA 12 (2.8mm)

  • 36

    Ranking depth to remove loose materials from trenches before placing filter material

    25.4mm or 1"

  • 37

    Varying sizes of clean stone, gravel, slag or similar filter material to be placed on the trench

    19.1mm to 63.5mm (3/4" to 2 1/2")

  • 38

    Termination of filter material from the seepage pit excavation when used in combination with disposal fields

    1.5m

  • 39

    In distribution box, minimum vertical clearance of the invert of inlet above the inverts of outlets. Length of each line where dosing tank is required

    25.4mm

  • 40

    Length of each line where dosing tank is required

    > 152.4mm

  • 41

    Intervals of sewage discharge from the dosing tank through automatic siphon or pump

    3-4 hrs

  • 42

    Number of siphons or pumps to be provided when total length of pipe exceeds 304.8 linear meters

    2

  • 43

    Minimum number of drain lines per field

    1

  • 44

    Maximum length of each line in a disposal field

    305m

  • 45

    Minimum bottom width of trench

    457.2mm or 1.5'

  • 46

    Maximum bottom width of trench

    914.4mm or 3'

  • 47

    Minimum depth of earth cover of drain lines

    304.8mm or 1'

  • 48

    Recommended depth of earth cover of drain lines

    457.2mm or 1.5'

  • 49

    Minimum thickness of filter material under drain lines

    304.8mm or 1'

  • 50

    Minimum thickness of filter material over drain lines

    50.8mm or 2"

  • 51

    Minimum spacing between leaching beds

    1.2m

  • 52

    Horizontal spacing of distribution drain lines center-to-center

    1.8m

  • 53

    Distance of the perimeter of leaching bed from a distribution line

    0.9m

  • 54

    A cesspool without septic tanks may be installed when a public sewer will be available in less than:

    2 years

  • 55

    Minimum sidewall of cesspool below inlet; nit more than 3.1 meters in depth when 1.2 m thick pervious strata is found

    6.1m

  • 56

    Minimum sidewall of cesspool below inlet, when 1.2 m thick pervious strata is found

    3.1

  • 57

    In cesspool, the minimum extension of vented leg downward into an existing pit

    304.8mm or 1'

  • 58

    In cesspool, the minimum vertical clearance of the outlet flow line below the inlet, when overflow pits are added to existing installations

    152.4mm or 6"

  • 59

    Minimum number of compartments for interceptors

    2

  • 60

    Minimum horizontal distance of tree from septic tanks, seepage pits or cesspools

    3m

  • 61

    When disposal fields and/or seepage pits are installed in sloping ground, the minimum horizontal distance between any part of the leaching system and ground surface

    4.6m

  • 62

    In seepage pit, minimum extension of vented leg fitting below the inlet fitting

    304.8mm or 12"

  • 63

    Minimum diameter of seepage pit

    2.2m

  • 64

    Minimum thickness of seepage pit concrete wall

    101.6mm or 4"

  • 65

    Thickness of concrete block in seepage pits to be chamfered

    304.8mm or 12"

  • 66

    In seepage pit, minimum thickness of clean 19.1 mm gravel or rock in excavation voids behind the brick, block or concrete liner

    152.4mm or 6"

  • 67

    Minimum compressive strength of brick or block in seepage pit construction

    17225 kPa

  • 68

    Minimum sidewall of seepage pit below the inlet

    3m or 10'

  • 69

    Minimum thickness of cement mortar covering for seepage pit arch or dome

    50.8mm or 2"

  • 70

    Minimum extension mortar covering beyond the sidewalls of the seepage pit

    152.4mm or 6"

  • 71

    Minimum thickness of reinforced concrete slab cover of seepage pit

    127mm or 5"

  • 72

    Minimum earth load support capacity of slab cover for seepage pit

    19.2 kPa

  • 73

    Minimum dimension of inspection hole for seepage pit

    228.6mm or 9"

  • 74

    Depth of top of seepage pit arch or cover below the surface of the ground

    457.2mm to 1.2m (1.5' to 4')

  • 75

    Maximum Absorption capacity for Coarse Sand or Gravel

    203.7 L/sq.m

  • 76

    Maximum Absorption capacity for Fine Sand

    162.9 L/sq.m

  • 77

    Maximum Absorption capacity for Sand Loam or Sand Clay

    101.9 L/sq.m

  • 78

    Maximum Absorption capacity for Clay with considerable sand or gravel

    44.8 L/sq.m

  • 79

    Maximum Absorption capacity for Clay with small amount of sand or gravel

    33.8 L/sq.m

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    WT 1

    WT 1

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    WT 2

    WT 2

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    WT 2

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    WT 3

    WT 3

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    WT 3

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    WT 6

    WT 6

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    WT 6

    WT 6

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    Definition of Terms 1

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    Definition of Terms 1

    Definition of Terms 1

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    Definition of Terms 2

    Definition of Terms 2

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    Definition of Terms 2

    Definition of Terms 2

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    Definition of Terms 3

    Definition of Terms 3

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    50問 • 1ヶ月前
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    50問 • 1ヶ月前
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    Plumbing Arithmetic 2.1

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    問題一覧

  • 1

    2.31ft of head

    1 psi

  • 2

    Minimum pressure for a group containing flushometer valves

    103kPa or 15psi

  • 3

    Minimum pressure for a group containing flush tanks

    55.16kPa or 8psi

  • 4

    Multiplier to the elevation above the water main to determine loss in static pressure

    9.79

  • 5

    Multiplier to the total demand for fixtures with combined hot and cold water to arrive in maximum separate demands

    75%

  • 6

    Maximum velocity of water for sizing supply piping

    3m/s

  • 7

    Minimum area of trench bottom for disposal field

    14sq.m

  • 8

    Sidewall area below the leach line may be added to the trench bottom absorption area

    305mm to 914mm (1' to 3')

  • 9

    Where leaching beds are permitted in lieu of trenches, the area of each bed shall be at least ____ greater than the tubular requirements for trenches

    50%

  • 10

    Separation distance of leach bed excavation from the water table

    1.5m

  • 11

    Separation distance of seepage pit excavation from the water table

    3m

  • 12

    Minimum number of compartments of a septic tank (as per plumbing code)

    2

  • 13

    Minimum number of compartments of a septic tank (as per new ordinance)

    3

  • 14

    Minimum capacity of inlet compartment

    2/3 of tank capacity

  • 15

    Minimum liquid capacity of inlet compartment

    2cu.m

  • 16

    Minimum length of inlet compartment

    1.5m

  • 17

    Minimum width of inlet compartment

    0.9m

  • 18

    Minimum capacity of secondary compartment

    1/3 of tank capacity

  • 19

    Minimum capacity of secondary compartment

    1cu.m

  • 20

    Minimum length capacity of secondary compartment if tank has over 6cu.m capacity

    1.5m

  • 21

    Length of inlet compartment to be provided with additional manhole

    more than 3.7m

  • 22

    Minimum number of manholes for septic tank

    2

  • 23

    Minimum dimension of a manhole

    508mm or 20"

  • 24

    Minimum size of the vertical leg of the inlet and outlet fitting

    104.6mm

  • 25

    Minimum horizontal dimension of baffle type fitting when measured at the inlet and outlet pipe inverts

    106.6mm

  • 26

    Minimum extension of inlet and outlet pipe or baffle above the water surface

    101.6mm or 4"

  • 27

    Minimum extension of inlet and outlet pipe or baffle below the water surface

    304.8mm or 12"

  • 28

    Minimum vertical clearance of the inlet pipe invert above the outlet pipe invert

    50.8mm or 2"

  • 29

    Minimum extension of sidewalls above the liquid depth

    228.6mm or 9"

  • 30

    Minimum vertical clearance of septic tank cover above the back vent openings

    50.8mm

  • 31

    Minimum extension of partitions or baffles above the liquid level

    101.6mm or 4"

  • 32

    Minimum size of an inverted fitting, installed in the inlet compartment side of the baffle with the bottom placed midway the liquid depth

    104.6mm

  • 33

    Minimum earth load support capacity of septic tank covers, when the maximum coverage does not exceed 9m

    14.4 kPa

  • 34

    Minimum extension of bituminous coating below the water line of concrete septic tanks and shall cover all of the internal area above that point

    101.6mm

  • 35

    Minimum wall thickness of steel septic tank, internally and externally protected from corrosion

    GA 12 (2.8mm)

  • 36

    Ranking depth to remove loose materials from trenches before placing filter material

    25.4mm or 1"

  • 37

    Varying sizes of clean stone, gravel, slag or similar filter material to be placed on the trench

    19.1mm to 63.5mm (3/4" to 2 1/2")

  • 38

    Termination of filter material from the seepage pit excavation when used in combination with disposal fields

    1.5m

  • 39

    In distribution box, minimum vertical clearance of the invert of inlet above the inverts of outlets. Length of each line where dosing tank is required

    25.4mm

  • 40

    Length of each line where dosing tank is required

    > 152.4mm

  • 41

    Intervals of sewage discharge from the dosing tank through automatic siphon or pump

    3-4 hrs

  • 42

    Number of siphons or pumps to be provided when total length of pipe exceeds 304.8 linear meters

    2

  • 43

    Minimum number of drain lines per field

    1

  • 44

    Maximum length of each line in a disposal field

    305m

  • 45

    Minimum bottom width of trench

    457.2mm or 1.5'

  • 46

    Maximum bottom width of trench

    914.4mm or 3'

  • 47

    Minimum depth of earth cover of drain lines

    304.8mm or 1'

  • 48

    Recommended depth of earth cover of drain lines

    457.2mm or 1.5'

  • 49

    Minimum thickness of filter material under drain lines

    304.8mm or 1'

  • 50

    Minimum thickness of filter material over drain lines

    50.8mm or 2"

  • 51

    Minimum spacing between leaching beds

    1.2m

  • 52

    Horizontal spacing of distribution drain lines center-to-center

    1.8m

  • 53

    Distance of the perimeter of leaching bed from a distribution line

    0.9m

  • 54

    A cesspool without septic tanks may be installed when a public sewer will be available in less than:

    2 years

  • 55

    Minimum sidewall of cesspool below inlet; nit more than 3.1 meters in depth when 1.2 m thick pervious strata is found

    6.1m

  • 56

    Minimum sidewall of cesspool below inlet, when 1.2 m thick pervious strata is found

    3.1

  • 57

    In cesspool, the minimum extension of vented leg downward into an existing pit

    304.8mm or 1'

  • 58

    In cesspool, the minimum vertical clearance of the outlet flow line below the inlet, when overflow pits are added to existing installations

    152.4mm or 6"

  • 59

    Minimum number of compartments for interceptors

    2

  • 60

    Minimum horizontal distance of tree from septic tanks, seepage pits or cesspools

    3m

  • 61

    When disposal fields and/or seepage pits are installed in sloping ground, the minimum horizontal distance between any part of the leaching system and ground surface

    4.6m

  • 62

    In seepage pit, minimum extension of vented leg fitting below the inlet fitting

    304.8mm or 12"

  • 63

    Minimum diameter of seepage pit

    2.2m

  • 64

    Minimum thickness of seepage pit concrete wall

    101.6mm or 4"

  • 65

    Thickness of concrete block in seepage pits to be chamfered

    304.8mm or 12"

  • 66

    In seepage pit, minimum thickness of clean 19.1 mm gravel or rock in excavation voids behind the brick, block or concrete liner

    152.4mm or 6"

  • 67

    Minimum compressive strength of brick or block in seepage pit construction

    17225 kPa

  • 68

    Minimum sidewall of seepage pit below the inlet

    3m or 10'

  • 69

    Minimum thickness of cement mortar covering for seepage pit arch or dome

    50.8mm or 2"

  • 70

    Minimum extension mortar covering beyond the sidewalls of the seepage pit

    152.4mm or 6"

  • 71

    Minimum thickness of reinforced concrete slab cover of seepage pit

    127mm or 5"

  • 72

    Minimum earth load support capacity of slab cover for seepage pit

    19.2 kPa

  • 73

    Minimum dimension of inspection hole for seepage pit

    228.6mm or 9"

  • 74

    Depth of top of seepage pit arch or cover below the surface of the ground

    457.2mm to 1.2m (1.5' to 4')

  • 75

    Maximum Absorption capacity for Coarse Sand or Gravel

    203.7 L/sq.m

  • 76

    Maximum Absorption capacity for Fine Sand

    162.9 L/sq.m

  • 77

    Maximum Absorption capacity for Sand Loam or Sand Clay

    101.9 L/sq.m

  • 78

    Maximum Absorption capacity for Clay with considerable sand or gravel

    44.8 L/sq.m

  • 79

    Maximum Absorption capacity for Clay with small amount of sand or gravel

    33.8 L/sq.m