HomeMy WebLinkAbout20220160 Ver 1_2a Integrated Pump Around into site specific plan_20220505Notes:
Pump Around Construction Sequence No stilling basins are proposed for pump around
Norton Creek design due to space requirements and temporary
Integrated into Engineered Drawings
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Flow Direction nature of pump around requirements for this
project
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All dikes will be constructed from impermeable
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arkurz�� -,> _., Pump inlet hose will be positioned at water
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1: Establish impermeable and
non erosive dike
surface
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Pump outlet hose will discharge to a silt bag
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, which will be positioned on a rock pad for diffuse
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flow back to the channel.
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Section of channel to
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be dried and restored
A smaller secondary pump will be used keep the
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work area dryfrom anygroundwater seeps '�,P
•' Pump around will be set up and established daily
Mk ,�* e and will approximate the amount of work which
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�,/������ construction will only occur between the
10 ,I��,, impermeable dike and the discharge hose of the
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4: Position suction house on
o Fuel storage areas for the pump will follow all
surface of water behind dike
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Inlet
hose
pump
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Position
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13: and prime pump
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5: Position discharge hose on pad
constructed during item 2 of the
sequence
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2: Establish discharge
Pad and silt bag
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GRAPHIC SCALE
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Date: Nov. 29, 2021
Updated: N/A
For: City of Brevard
Attn: Mr. Alvin Fuller
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1, -
( IN FEET) 1 v4 i p i p
1 inch = 6 ft. 4.'
Note: Not .re.ared b an en.ineer