Egon
Epic Contributor
Gordon; My questions are very generic. Your situation should be evaluated on what you have in your location.
With a terraced hillside and obvious water problems make sure the trench will conform to the local codes of your area.
As stated starting from the daylight side is definitely advisable. You may also wish to consider a method where by very little open trench is left at the end of each day. That reduces the chances of sluffs and open trench that should be barricaded for legal reasons. Or the amount of shoring required. It also means you have to have all your elevations correct and you will have to able to set grades. [Since the advent of lasers this might be much easier than in past years of batter boards] The excavator must be able to dig to grade or you have to backfill with granular material to grade. You must also consider the type and depth of the granular material you will backfill with. Also consider what equipment will be used for backfill of granular material. Depending on trenching and spill piles it may also require reach.
Again this is all generic and your situation may be quite different.
With trenches always consider cave In's and legal liabilities.
With a terraced hillside and obvious water problems make sure the trench will conform to the local codes of your area.
As stated starting from the daylight side is definitely advisable. You may also wish to consider a method where by very little open trench is left at the end of each day. That reduces the chances of sluffs and open trench that should be barricaded for legal reasons. Or the amount of shoring required. It also means you have to have all your elevations correct and you will have to able to set grades. [Since the advent of lasers this might be much easier than in past years of batter boards] The excavator must be able to dig to grade or you have to backfill with granular material to grade. You must also consider the type and depth of the granular material you will backfill with. Also consider what equipment will be used for backfill of granular material. Depending on trenching and spill piles it may also require reach.
Again this is all generic and your situation may be quite different.
With trenches always consider cave In's and legal liabilities.