Q3 A canal is dug parallel to a river, as shown in Figure Q3. A sandy-silt seam of average thickness 0.5 m cuts across the otherwise impermeable clay. The average vertical and horizontal hydraulic conductivities are 1.5 × 10-5 cm/s and 15 x 10-5 cm/s, respectively. Assuming a 1-m length of canal, determine the flow rate of water from the canal to the river. [Budhu M. Soil Mechanics & Foundations (3E), p. 129] -30 m- Canal Clay -EL: 99.5 m -EL: 99.0 m EL: 98.0 m ▼ EL: 96.48 m -Sandy-silt seam River 0.5 m (average) Figure Q3 :

OK, now we have to deal with the spoils. Assume the Finished Grade (FG) was level and all one elevation to start with (no slope). If the spoils could be placed on site, how close to the basement footprint could it be placed (tell me the distance 'X' shown in the image below)? If the soil report does not say otherwise, use the OSHA minimum offset. FG FG Low (-15) FG FG O 22'-6" O 17'-0" 15-0 O24'-6" i 7 Spoils

Please correct explain answer..

Explain two techniques of soil investigation which are wide in use?

Define Alternative Methods of Transporting Earth Fill.

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Are THE Prelitigation records of considerable value during the preparation of the trial outline?

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Cristal obliged himself to construct a rip-rap wall along the west-side of Kevin’s property in order to prevent further soil erosion. It was agreed that the measurements are 5 meters deep and 400 meters long to cover the whole wet portion of the property. What are the remedies of Cristal?