Reservoir construction works
Skarb Państwa PGL LP – Nadleśnictwo Tychowo reprezentowany przez pełnomocnika Radcę Prawnego Janusza Adamiaka – Kancelaria Radcy Prawnego J. Adamiak, ul. J. Ordona 8/1, 78-400 Szczecinek | Published November 24, 2015
Henryk Religa Zakład Ogólnobudowlany Rel-Bud
45247270, 45247230, 45247220, 45243510, 45243600, 45000000
Construction of two reservoirs in the area of forestry Glinka in partisan 333h, 329b on plots registration No. 333, 329/1 cadastral 82 Wojęcino. The contract includes construction of two reservoirs at the drainage ditch which is a tributary of the river Chotli to damming and retention of surface waters in the catchment area of forest. The intended use of surface waters includes construction of two dikes damming with permanent transfers and basins wypadowymi in place of the natural valley unnamed watercourse. Lay slopes along the shore tank remains in its original state, without the work associated with profiling slopes. The scope of the intended use of the water includes: - construction of two (A, B) dikes damming with fixed weirs and basins wypadowymi, Tank A: 1. Surface vessel 5310,07m²; 2. tank capacity 10342,5m³; 3. The elevation above sea level crown of the dike 97,50m; 4. The amount of damming 4,97m; 5. The length of the causeway 25,50m; 6. The maximum height of the dike 5,91m; 7. The width of the dike crown 3,50m; 8. The width of the transfer 3,80m; 9. The length of the transfer in the dike and slope 23,34m; 10. Length of the basin entrance point 10,0M; 11. The width of the basin entrance point 3,80m; 12. The range of damming 166,00m. Tank B: 1. Surface vessel 95399,44m²; 2. tank capacity 169246,69m³; 3. The elevation above sea level crown of the dike 99,50m; 4. The amount of damming 4,47m; 5. The length of the causeway 146,00m; 6. The maximum height of the dike 5,56m; 7. The width of the dike crown 3,50m; 8. The width of the transfer 3,80m; 9. The length of the transfer in the dike and slope 21,76m; 10. Length of the basin entrance point 10,0M; 11. The width of the basin entrance point 3,80m; 12. The range of damming 733,00m. At runtime, the dike and filling of reservoirs is necessary to ensure the reserved flow in the stream. For this purpose is expected to make for each dike steel pipeline with adjustable water flow in the performance of dykes and during refilling.