Page – 3 BORE HOLE LOG DATA Name of work : SSI for construction of proposed Landfill at Kankakee, IL AE&T Project # 17652 Bore Hole No.1 Date of boring = 12-5-2012 to 13-5-2014 No.of Disturbed samples =10 nos. Depth of boring = 15.00m No. of Undisturbed samples = 4 nos. R.L. at ground surface = 100.00m(assumed) No. of S.P.T. =10 nos. R.L.at termination depth = 85.00m R.L. of water level =98.70m Sl.No. Description of strata Layer Depth Thickness ‘m’ Sampling From ‘m’ To ‘m’ No. Depth 1 2 Brownish colour clayey silt of ‘CI’ type Ash colour fine to medium grained sand of ‘SP’ type. 0.00 6.00 15.00 6.00 15.00 6.00 9.00 d1 u1 n1 d2 u2 n2 d3 u3 n3 d4 u4 n4 d5 n5 d6 n6 d7 n7 d8 n8 d9 n9 d10 n10 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.50 8.00 9.00 9.50 10.50 11.00 12.00 12.50 13.50 14.00 15.00 Page – 4 BORE HOLE LOG DATA Name of work : SSI for construction of proposed Landfill at Kankakee, IL AE&T Project # 17652 Bore Hole No.2 Date of boring = 14-5-2012 to 15-5-2014 No.of Disturbed samples =10 nos. Depth of boring = 15.00m No. of Undisturbed samples = 4 nos. R.L. at ground surface = 100.00m(assumed) No. of S.P.T. =10 nos. R.L.at termination depth = 85.00m R.L. of water level =98.70m Sl.No. Description of strata Layer Depth Thickness ‘m’ Sampling From ‘m’ To ‘m’ No. Depth 1
The inside structure obliged a sum of 68 tons of 30m long, 1500mm measurement fortifying pens. These heaps are socketed 2m into the bedrock underneath the Brisbane River. The pre-assembled strengthening pens must be built to tight resistances to guarantee the site lapping of the enclosures continued easily and productively.
A salt concentration of 1562 ppm is equivalent to an electrical conductivity of how many dS/m?
Be trenched and re-filled at a depth of 2m, this means as much bedrock should be avoided as this will be a costly and timely process.
Carefully read Ch. 12 of Geoscience Laboratory. Pay special attention to the graphs and figures.
Amec Foster Wheeler is a publicly traded company providing various services in markets such as Oil & Gas, Mining, Environment & Infrastructure and Clean Energy. The purpose of this report is to investigate and analyze stratigraphic units, geotechnical properties, identify the presence of weak clay layers in the Water Management Pond (WMP) site and how failures such as cracking can occur in embankment dams.
For any alternative including dredging confirmation sampling of the floor and sides of excavation should be performed to assure that adequate material has been removed. (see specific comments)
Distance of the nearest point of the improvements to the buffer edge and to the 12-ft. primary structure setback.
The corporation must not drain toxic quantities of acid, aluminium, iron and heavy metals may contaminate land and adjacent waterways on land because it can lead to severe impacts on vegetation and aquatic species. The hurried structure must not be building. The overlays code achieved the development to avoid release of acid and metal toxins into surrounding environment. When quarrying or others remove soil or sediment, need to be careful not to mix acids with groundwater, land, treating water and undertake ongoing drainage waters section
Shakespeare uses dramatic irony and expositions to illustrate that Macbeth’s downfall occurred because of fate. The three witches telling Macbeth his destiny did not alter the course of his fate, but it prompted his downfall. Lady Macbeth and later Macbeth interprets the witches prophecy as Macbeth needs kill those who stand in his way. Lady Macbeth plays a significant role in Macbeth’s downfall as does Macbeth’s ego.
In relation to the sanitary facilities it was found that ‘sanitary landfills (area)’ was identified to be built on soil LoA. Sanitary landfills (area) is described as a waste being depositied in successive layers on the surface of soil (Web soil survey). Figure 6 below, shows the location of the sanitary facility.
A timid teenager tries to make sense of her parents divorce by going to a therapy group for children of divorce, and sparks an unlikely friendship with another girl in the group that challenges her to explore her identity independent of her new family situation.
Erosion prevention and sedimentation BMPs such as silt fence, floating silt curtain, erosion control blanket, and inlet protection will be used throughout the project site during and following construction to reduce potential impacts from sediment moving off site. Biodegradable geotextiles and mats will be utilized to stabilize and protect soil from erosion by wind or water. We will also use soil binders, which are materials applied to the soil surface to temporarily reduce erosion of exposed soils on construction sites. Soil binders consist of applying and maintaining polymeric or lignin sulfonate soil stabilizers or emulsions. Following construction, disturbed areas will be permanently stabilized using erosion control blankets and seed mixes appropriate for the area. Erosion control blankets will be biodegradable so they will degrade once vegetation is established.
Depth of water: The amount of water will be changed by 1 cm for every data point. (There are 9) This will be measured in height in order to get the most accurate
Landfills liner is composed of various geosynthetic and soil components (Jogi, 2005). For domestic waste systems, the basic structure unit of landfill liner is normally regarded as geosynthetic layer in contact with compacted clay layer (CCLs) for municipal solid waste landfill. Historical statistics show side slope liner failures caused by liner sliding able to happen at the interface between CCLs and geomembrane when the interface have a low shear resistance. The shear strength is probably further decreased by the presence of water (Reddy 1999). Generally the local clay can be used as compacted clay liner for economic considerations. Leda clay is a typical type of sensitive marine clay which covers major area of eastern Ontario
Contamination of air and water resources by exposure to landfills, and its consequences in the form of various implications on human health and environment, has made people alert and aware of the issue. This attitude has led to formulation of certain laws and policies by Federal Government while choosing a site for the construction of landfill, ensuring that all the requirements are met, and directions are followed as laid by the regulatory authorities. Location, functioning, design, nearby water reserves, closure and economic perspectives are main areas which needed to be addressed while setting up landfill in any area (USEPA, 1993).