The Subject Of The Contract Is: Reconstruction And Extension Of The Sewage Treatment Plant In Mańkowice 1. Order Scope: 2. Purpose And Utility Program Of Facilities. The Investment Task Is To Modernize The Sewage Treatment Plant And Increase Its Bandwidth With Qśr = 3.37 M3/D (Rlm = 25 Mk) To Qśr = 17 M3/D (Rlm = 154 Mk). In The Investment Task Includes The Following Designed And Modernized Facilities:- Sandstone (Modernized Object) Koszowa (New Object);- Denitrification Chamber (Modernized Object);- Nitrification Chamber (New Object);- Secondary Settler (New Object);- Sediment Stabilization Chamber (Modernized Object)- Technical Container With A Dandelion Station (New Object);- Outlet Of Purified Sewage (New Object);- Networks Between The Performance- Pavement3. The Spatial System And The Architectural Form Of The Building. The Cleaner Occupies Part Of The Plot 471/1, 240 M2 Per 5800 M2 Plots Of Sewage Treatment Plants (Building Objects And Related Devices) After Modernization Is:- Sandstone- Underground Tank;- Pumping Plant Of Raw Sewage With A Basket Grate;- Chamber Of Demi-Lampshand- Underground Tank- Tank- Tank- Tank Concrete (Well)- Secondary Settler- Concrete Tank (Well);- Sediment Stabilization Chamber- Underground Tank- Technical Container With A Blower Station- A Typical Steel Container On A Reinforced Concrete Plate;- Outlet Of Purified Sewage- International Networks- International- Pavement- Fence4. Characteristic Parameters Of A Building. Technological And Installation Description. Quantitative Burial Of The Sewage Treatment Plant After Modernization And Expansion: • Qśrd = 17 M3/To Q Max D = 26 M3/To Q Max H = 4 M3/Ho Equivalent Number Of Rlm Inhabitants-154 Mk4.1. Qualitative Balance. Stronth Strong Societed Stoces In Striple Stovens. Clawing Unit. 18Bzt5 Kg O2/D 9Zawesina Kg/D 9 Estimation Of Pollutants In Sewage Of Raw Lectures Of The Sewage Concentration Unit G O2/M3 1090Bzt5 G O2/M3 545 Zawesina G/M3 545 The Sewage Of The Investment Will Be Expanded Sewage Treatment Plant. Regulation Of The Minister Of Maritime Economy And Inland Navigation Of July 12, 2019 On Substances That Are Particularly Harmful To The Aquatic Environment And The Conditions To Be Met When Introducing Sewage Into Water Or To The Ground, As Well As When Draining Rainwater Or Snowmelt Into Water Or Water Equipment (Journal Of Laws 2019 Item 1311). Due To The Intention Of Draining Sewage To The Ground, The Quality Of Sewage Will Be, As For The Rlm Agglomeration With A Range Of 2,000 - 9999. Curity Of Cleansed Sewage, Pollution Unit Quality Sewage -Cleaned G O2/M3 125Bzt5 G O2/M3 25Zawiesina G/M3 35Tabela 4 Pollution Maximum Load Of Cleaned Sewage Pollution [Kg/D] Minimum Degree Of Pollution Reduction [%] Chzt 2.1 85%Bzt5 0.4 95%Suspension 0.6 94%4.2. General Description Of The Sewage Purification Installation. The Cleaner Will Be Modernized And Its Bandwidth Is Increased 5-6 Times- From Qśr = 3.37 M3/D (Rlm = 25 Mk) To Qśr = 17 M3/D (Rlm = 154 Mk) Treatment Pl
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