4 Utilization Of Pollution.3) Cleansing Of The Sore And Other Pollution Of The Audit Wells With Export And Utilization Of Pollution. And Other Pollution Of Linear Drainage With Export And Utilization Of Pollution. Roadside Ditches Without Violating A Ditch Slope With Removal And Utilization Of Pollution. 9) Cleansing Of The Sore And Other Pollution Of The Roadside Ditches With Profiling Of The Ditchs Slope With Export And Utilization Of Pollution. 10) Restoration Of Roadside Ditches By Restoring The Cross -Section And The Depth Of Covered Ditches, Fixing The Slope And The Bottom Of The Ditch, Performing The Humus Thickness Min. 10Cm And Sowing With Grass, Trench To 1.0 M.11) Dragage-Perforated Drainage Pipe, Sprinkled With Aggregate 16-63 In A Trench With A Width Of 40-60 Cm, Wrapped In Geotextile With Needle, Trench To 1.00 M.12) Dredm-A Dare To Aggregate With Aggregate 16-63 Wrapped With A Needle, Trench Up To 1.00 M Deep. 13) Making An Absorbent Well From Concrete Vertebrae Connected To Mortar And A Bentonite Seal With A Diameter Of 1000 Mm And A Depth Of 2 - 2.5 M Of Recessed Min. 0.5 M In A Permeable Soil Layer, Filled With A Layer Of Gravel Or Broken Aggregate 31.5-63 Mm Thick 40 Cm And A Filter Layer With A Geotextile Made Of Thick Sand With A Thickness Of 30 Cm Thick, A Class D400 Municipal Concrete Vertebrae Made Of Concrete Vertebrae Connected To Mortar And A Bentonite Gasket With A Diameter Of 1000 Mm And A Depth Of 2 -2.5 M, Monolithic Bottom Of Concrete B -15 Thick 25 Cm Thick, Class D400 Hatch Flushed With Levels Bentonite Gasket With A Diameter Of 1200 Mm And A Depth Of 2 - 2.5 M Of Recessed Min. 0.5 M In A Permeable Soil Layer, Filled With A Layer Of Gravel Or Broken Aggregate 31.5-63 Mm Thick 40 Cm And A Filter Layer With A Geotextile Of Thick Sand Geotextile With A Thickness Of 30 Cm Thick, Class D400 Hatching With A Level Concrete Vertebrae Made Of Concrete Vertebrae Connected To The Mortar And Bentonite Gasket With A Diameter Of 1200 Mm And A Depth Of 2 -2.5 M, Monolithic Bottom Of Concrete B -15 Thick 25 Cm Thick, Class D400 Hatch Flushed With Levels Pvc With A Diameter Of 160 Mm, Restoration Of The Area To The Original State. 18) Making A Defect To An Absorbent Or Audit Well From A Pvc Pipe With A Diameter Of 200 Mm, Reproduction Of The Area To Its Original State. 19) Execution Of A Section Of A Rainwater Sewage System With A Diameter Of 160 - 200 Mm, Min. Sn8, Soil Density, Reconstruction Of The Area To The Original State 20) Making A Drainage Element From A Solid Pipe With A Diameter Of 160 - 200 Mm, Min. Sn8,21) Concentration Of Soil, Reproduction Of The Area To The Original State. 22) Making A Sewage Well With A Cast Iron Groove And Settler, Reproduction Of The Area To Its Original State. 23) Concrete Dehydration Of Concrete Linear Dehydration, Width 200 Mm, D400, H100, With A Cast Iron Cover. 8 Cm Thick Or Ready-Made Concrete Elements With A Weld With A Weld .25) Making Dehydration In The Form Of Draining Boxes Intended
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