Yes it will give
Invert elevations can usually be found directly on as-built drawings of the sewer facility. The simplest way to calculate an invert elevation of a manhole is to measure the depth of the manhole from the surface to the pipe invert. The invert elevation equals the ground or rim elevation minus this depth. If you do not know the rim elevation or invert elevation, a surveyor must measure the invert and/or rim elevation with reference to a nearby elevation benchmark (see: http://commons.wikimedia.org/wiki/Image:Elevation_Benchmark.jpg). Also, upstream and downstream invert elevations in a manhole typically differ by about 0.1 feet.
The invert level of an existing pipe is the result when you subtract the depth/height of the lowest elevation/level of the inside/inner portion of the existing pipe from the surface reference elevation most commonly known as benchmark (BM). Benchmark (BM) can usually be found on permanent structure in the surface/ground.
Manhole depths can vary depending on their purpose and location. They are typically designed to provide access to underground utilities or sewer systems. The depth of manholes can range from a few feet to over 30 feet, with the typical range being 10 to 20 feet.
It depends on the depth you want the gravel to be and also how much you are charged per cubic yard. However, you will need a minimum of 2,565.5 cubic yards of gravel if you use a 4-inch depth to cover 1,800 square feet. This equates to roughly 28.5 tons of gravel.
A yard of Concrete is 3ft x 3ft x 3ft volume. It is usually poured over a 2" gravel sand mix for an additional four inches. So it should cover 36 "/4" = 9 (x 3ft x 3ft), or 81sq ft.The 'square feet' of area that it covers is 324/(depth of the concrete, in inches)
Invert elevations can usually be found directly on as-built drawings of the sewer facility. The simplest way to calculate an invert elevation of a manhole is to measure the depth of the manhole from the surface to the pipe invert. The invert elevation equals the ground or rim elevation minus this depth. If you do not know the rim elevation or invert elevation, a surveyor must measure the invert and/or rim elevation with reference to a nearby elevation benchmark (see: http://commons.wikimedia.org/wiki/Image:Elevation_Benchmark.jpg). Also, upstream and downstream invert elevations in a manhole typically differ by about 0.1 feet.
Total Depth - cover
A mole of BBs would cover the state of Ohio to what depth?
The answer will depend on the depth of the soil cover.
a ton
The answer depends on the depth to which you wish to cover it.
A 1 cubic foot bag will cover 12 square feet at a depth of 1" A 1.5 cubic foot bag will cover 18 square feet at a depth of 1"
Technically, none. A square foot is a measure of area whereas it is the volume of water that is required. To convert from area to volume it is necessary to know the depth. A twelfth of a cubic foot will cover an area of one square foot to a depth of 1 inch. A cubic foot will cover it to a depth of 1 foot, 100 cubic feet will cover it to a depth of 100 feet.
Boning Rods and site rails are traditionally made from timber, but there are reusable plastic ones on the market (called Cross-Bones). They are positioned on construction sites by the site engineer.The site rails are positioned usually at the manhole point and the boning rod is used as a mobile indicator of the amount of excavation required to reach the pipe soffit. The rails are set at a uniform height above the manhole invert (say 3m) and the boning rod is made to the same depth. The pipe layer then uses the rails to eye in the boning rod to guide the machine driver so he doesn't excavate too deep or too shallow along the length of the pipe run.
It depends on the depth you wish to cover with. If it's going to be 1 foot deep, there are 27 cu ft in a cu yd so it will cover 27 cu ft at a depth of 1 foot. If you want 6" depth, you have 54 (27 times 2), 3" depth you will have coverage for 108 sq ft. I hope this gives you g good idea of what you are going to need.
The invert level of an existing pipe is the result when you subtract the depth/height of the lowest elevation/level of the inside/inner portion of the existing pipe from the surface reference elevation most commonly known as benchmark (BM). Benchmark (BM) can usually be found on permanent structure in the surface/ground.
The answer will depend on the depth to which the substance is applied.