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2004-138
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2004-138
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Last modified
9/1/2016 2:05:06 PM
Creation date
9/30/2015 7:37:13 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
06/15/2004
Control Number
2004-138
Agenda Item Number
7.G.
Entity Name
Timothy Rose Contracting
Subject
Discharge Outlet and Rip Rap Spillway Mat
Contract and Specifications
Area
North County
Project Number
2208
Bid Number
6069
Archived Roll/Disk#
3210
Supplemental fields
SmeadsoftID
3827
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SECTION 02401 <br /> DEWATERING <br /> PART 1 -- GENERAL <br /> ' 1 . 01 DESCRIPTION OF WORK <br /> I The work to be performed under this section shall include furnishing all <br /> equipment and labor necessary to remove storm or subsurface waters from <br /> excavation areas in accordance with the requirements set forth and as shown on <br /> the drawings . <br /> 1 .02 APPLICABLE CODES , STANDARDS AND SPECIFICATIONS <br /> The dewatering of any excavation areas and the disposal of the water shall be in <br /> strict accordance with the latest revision of all local and state government rules <br /> and regulations . The Contractor shall obtain any required dewatering permit <br /> from the appropriate agencies prior to commencing dewatering operations . <br /> PART 2 -- PRODUCTS ( Not Applicable) <br /> PART 3 -- EXECUTION <br /> 3 . 01 DEWATERING <br /> The Contractor shall provide adequate equipment for the removal of storm or <br /> subsurface waters that may accumulate in the excavation . If subsurface water is <br /> encountered , the Contractor shall utilize suitable equipment to adequately <br /> dewater the excavation so that it will be dry for work and pipe laying . A wellpoint <br /> system or other Engineer-approved dewatering method shall be utilized if <br /> necessary to maintain the excavation in a dry condition for preparation of the <br /> trench bottom and for pipe laying . Wellpoint holes shall be plugged with concrete <br /> grout. Dewatering by trench pumping will not be permitted if migration of fine <br /> grained natural material from bottom , side walls , or bedding material will occur. <br /> In the event that satisfactory dewatering cannot be accomplished due to <br /> subsurface conditions or where dewatering could damage existing structures , the <br /> Contractor shall obtain the Engineer's approval of wet trench construction <br /> procedure before commencing construction . Dewatering shall cease in a manner <br /> to allow the subsurface water to slowly return to normal levels . <br /> 3 . 02 DISPOSAL <br /> Water pumped from the trench or other excavation shall be disposed of in storm <br /> sewers having adequate capacity, canals, or suitable disposal pits . Contractor is <br /> responsible for acquiring all permits required to discharge the water and shall <br /> ' protect waterways from turbidity during the dewatering operation. In areas where <br /> adequate disposal sites are not available, partially backfilled trenches may be used <br /> for water disposal only when the Contractor ' s plan for trench disposal is approved <br /> 02401 - 1 <br /> F:\Utilities\UTILITY - ENGINEERING\WTP - North RO\N RO Brine Line Discharge - UCP#2208\BID DOCUMENTS North County <br /> ' RO\BID DOCUMENTS\02401 Dewatering .doc <br />
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