A Motel with toilet, bath and kitchen facilities is to serve a maximum of 300 persons. Determine the Size of the Septic Tank.
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Q: design a 4-chamber septic tank to serve a hotel with a maximum occupancy of 250 persons.submit…
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- design a 4-chamber septic tank to serve a hotel with a maximum occupancy of 250 persons.submit complete solutions and septic tank details.PLEASE SHOW ALL THE STEPS ALONG WITH THE SYSTEM SKETCH. A TYPED OUT SOLUTION WILL BE APPRECIATED, THE SKETCH CAN BE HAND DRAWN. THANKS IN ADVANCE! A family of four wants to build a house on a lot for which the percolation rate is 1.00 mm/min. The county requires a septic tank hydraulic retention time of 24 hrs. Assume each person contributes 100 gal/day of wastewater. Find the volume of the tank required and the area of the drain field. Sketch the system, including all dimensions.Calculate the size of the septic tank for night Security Personnel expected per night are three. Use the number of the Personnel used to calculate for the septic tank to design a reservoir for water storage at a convenient height.
- A water tower will be built to store water produced for needed fire flow. The design of the water tank will be cylindrical with a bottom radius of 50 ft. The service area has 20 one-story warehouses; all warehouses are noncombustible structures, and their average floor area is 0.50 acre. The sum of exposure and communication factors is 0.60 for each warehouse. What will be the needed fire flow (in GPM)? What will be the volume of water (in m3) that needs to be produced and stored in the water tank? What will be the gage pressure (in psi) at the bottom of the water tank?Discuss the significance of "combined sewer overflows ( CSOs ) "1. What is a septic tank? 2. What are the objectives of constructing a septic tanks? 3 What are the considerations / standard in septic tank in terms of the following? a) Design b) Construction c) Operation d) Maintenance Reference: PD 856 Plumbing Code DOH A.O. 2019-0047
- Drain, Waste, and Vent System 1. Safety and contamination prevention 2. Testing procedure for DWV systemThe following fixtures will be needed for a 1,200 seat movie theater: Flushometer Water Closets: 3 Men's, 8 women's Flushometer Urinals: 3 men's Lavatories: 3 Men's, 5 Women's Electric Water Coolers: 6 total Service Sinks: 1 total Find the total drainage fixture units (DFUs) for this movie theater.Discuss about what will happen if untreated wastewater accumulates and is allowedto go septic. Discuss also the actions needed.
- 1.Determine the size of pipe needed to serve the following fixtures: a. Horizontal waste pipe b. oil pipe c. House Drain @ 3 % slope for (a, b ,c) 6 urinals; 2 bathtubs; 4 lavatories; 2 slop sinks, 3 wash basins and 5 showers. d. How about the size of horizontal branch waste pipe for the following fixtures? for (d) 1 lavatory; 1 bathtub; 3 urinals and 2 slop sinks.Distinguish the domestic and industrial wastewater. Comment whether industrial wastewater discharge is prohibited or allowed to pass through the sewage treatment planDetermine the total sanitary sewer loading for the three pipes in the subdivision shown below. Also determine the invert elevations based on the design criteria listed. What is the total peak flow into the lift station (MH - 4) in L/s? What are the full flow velocity and full flow discharge for each pipe. What is the ratio of flow depth to pipe diameter for each pipe (i.e. d/D)? Street crown elevations are shown in parentheses. School 230 students/staff 8 single family homes MH-2 (38.65 m) Pipe B 95 m Pipe A-110 m MH-3 MH-1 (38.95 m) (39.61 m) 5 single family 15 single family homes homes A restaurant with 12 employees and Pipe C 500 patrons per day 100 m Base Loading MH-4/Lift Station (38.50 m) Single family homes - 280 LCD/3 people per home School 60 LCD (per student/staff) Restaurant - 30 L/d/employee plus 10L/patron Peaking Factor - 4 Infiltration 0.5 L/d per cm of diameter per m of length. Inflow - No foundation drains but inadvertent inflow - 1 L/min/single family home and 1 L/min…