SS9901-CS041115 NOt~ 12-2084 09:41
Con,ameV. on MatermJs Testing
and Environmental Consulting
,CMT,
P.O1
10044 Monroe Drive Dallas, Texas 75229 (214) 35g-6957
Fax (214} 352-6972 www .texasamt.com
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GEOTECHNICAL ENGINEERINCe DESIGN CONSIDERATIONS.
Floor slabs placed at ~ct¢ shou2d be provided with a rnoi~mre hamer m order to prevent wel spots,
Roof draanage should be collected by a system of gutters :md downspouts and tra.nsm:tted away from ihe structure where the water can drain
away without entenng the soil
Positive landscaping should include provisions such that the perimeter surface area stopes away from su,actures where thc water can drain
away without entering 0se soil.
An adequate da-alaage system, above mid below grades, should be provided around structures in areas where positive drainage away from the
building cannot be maintained
Any water accumulation from plumbing leaks, water line leaks, spnnkler system, etc. wMctt occur m~det or neaz foundation systerrm will
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