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1994 - Geotechnical Services Report
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1994 - Geotechnical Services Report
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Last modified
8/22/2023 5:33:10 PM
Creation date
2/6/2020 10:34:01 AM
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x Address Old
House Number
1006
Street Name
Wildhurst
Street Type
Trail
Address
1006 Wildhurst Tr
Document Type
Land Use
PIN
0711723240045
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AET #94-1805 - Page 9 <br /> • Casing Depth: depth to bottom of casing or hollow-stem auger at time of measurement <br /> • Cave-in Depth: depth at which measuring tape stops in the borehole <br /> • Water Level: depth in the borehole where free water is encountered <br /> • Drilling Fluid Level: same as Water Level, except that the liquid in the borehole is drilling fluid <br /> The true location of the water table at the boring locations may be different than the water levels <br /> measured in the boreholes. This is possible because there are several factors that can affect the <br /> water level measurements in the borehole. Some of these factors include: permeability of each <br /> soil layer in profile, presence of perched water, amount of time between water level readings, <br /> presence of drilling fluid, weather conditions, and use of borehole casing. <br /> Sample Storage <br /> We will retain representative samples of the soils recovered from the borings for a period of 30 <br /> days. The samples will then be discarded unless you notify us otherwise. <br /> EXPLORATION PROGRAM LIMITATIONS <br /> The data derived through this sampling and observation program have been used to develop our <br /> opinions about the subsurface conditions at your site. However, because no exploration program <br /> can reveal totally what is in the subsurface, conditions between borings and between samples and <br /> at other times, may differ from conditions described in this report. The exploration we <br /> conducted identified subsurface conditions only at those points where we took samples or <br /> observed ground water conditions. Depending on the sampling methods and sampling frequency, <br /> every soil layer may not be observed, and some materials or layers which are present in the <br /> ground may not be noted on the boring logs. <br /> Unless actually observed in a sample, contacts between soil layers are estimated based on the <br /> spacing of samples and the action of drilling tools. Thus, most contacts shown on the logs are <br />
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