220.00STORAGE TANK30.00CTIIVI13.00100300FILL300.300PLANSCALE 1:3001.00'20.0원143.00130012MORIGINAL SURFACEFILL110M3005M300SECTION SCALE 1:200DRAWING No.Q STORAGE TANK Acontract for an office building includes the provisionof a storage tank. Drawing No Q₁ shows the plan andSection of the proposed storage Tank. Take off quantities forthe following workTopsoil excauationb) Basement excavationFilling to basement excauation and replacement of topsoil aroundthe structureSpecifications1 lapsoil to be excavated over the area of the structurefor a width of 4m all around same and deposited 15m awayfor re use2 Top soil to beexcavated to adepth of150mm3 Excavate for basement including filling around the structure4and remove surplus soil from siteFillingis to be of selected excavated material5) Filling around the structure with topsoil 150mm depthNB use CES MM4

Answered: 2 20.00 STORAGE TANK 30.00 C TIIVI…

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter8: Landfills

Section: Chapter Questions

Problem 8.9P

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How can I find the interior dimensions (rounded to the nearest foot) of a rectangular grit tank basin to provide an average day hydraulic retention time (HRT) of 12 minutes with an average day influent flow of 3.0 MGD. Show answers on a dimensioned sketch. It does not have to be to scale but does need to be neat (drawn with straight edge). Work within the following constraints: Width to depth ratio of the liquid in the basin should be 1:1 Length to width ratio equals 3.5:1 Assume the inlet and outlets are on the opposite short sides of the rectangle Assume that a sharp-crested weir outlet is built into the effluent wall Basin should have 2.0 ft of freeboard above the water line at average flow
How do I find the interior dimensions (rounded to the nearest foot) of a rectangular grit tank basin to provide an average day hydraulic retention time (HRT) of 12 minutes with an average day influent flow of 3.0 MGD. Show answers on a dimensioned sketch. It does not have to be to scale but does need to be neat (drawn with straight edge). Work within the following constraints: Width to depth ratio of the liquid in the basin should be 1:1 Length to width ratio equals 3.5:1 Assume the inlet and outlets are on the opposite short sides of the rectangle Assume that a sharp-crested weir outlet is built into the effluent wall Basin should have 2.0 ft of freeboard above the water line at average flow How do I find the elevation to set the invert of flap valves for the grit tank. State the recommended elevation (to the nearest 0.1 ft) and add a flap valve to the grit chamber sketch. Assume the following: Ground surface elevation = 750 ft (flush with the top of the grit chamber tank wall)…
(c) Giver the end area of cut and fill of soil as in Table Q4(c). If the material bulks after excavation about 10% and shrink 12%. Given, distance between chainage is 100 m. Draw the mass haul diagram and estimate how much excess cut or fill is required.

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