Tenders Are Invited For The Drinking Water Supply Of The Valldeperes Neighborhood Depends On The Water Coming From The Valldeperes Well Located To The West Of The Center Of The Same Name, About 50 Meters In Plan And At An Elevation Of 660 Masl, The Well Is 1.5 Meters Deep. The Water From The Valldeperes Well Comes From An Aquifer Located With Gypsum Strata And Concentrations Of Elements Above The Limits Established By Royal Decree 140/2003 Have Been Detected. From The Valldeperes Well, The Water Is Pumped To The Valldeperes Reservoir, Located To The North Of The Population Center And 690 Meters Above Sea Level. From The Valldeperes Reservoir, The Water Is Distributed By Gravity Through A Network Renewed In 2009, Taking Advantage Of The Pavement And Services Works Of The Puosc. The Center Of Valldeperes Also Has A Second Source, The Pou Nou Valldeperes, Built In 2020 And Currently Dry. The Pou Nou Valldeperes Is Located To The Southeast Of The Town, About 800M Away In Plan And At An

The Drinking Water Supply Of The Valldeperes Neighborhood Depends On The Water Coming From The Valldeperes Well Located To The West Of The Center Of The Same Name, About 50 Meters In Plan And At An Elevation Of 660 Masl, The Well Is 1.5 Meters Deep. The Water From The Valldeperes Well Comes From An Aquifer Located With Gypsum Strata And Concentrations Of Elements Above The Limits Established By Royal Decree 140/2003 Have Been Detected. From The Valldeperes Well, The Water Is Pumped To The Valldeperes Reservoir, Located To The North Of The Population Center And 690 Meters Above Sea Level. From The Valldeperes Reservoir, The Water Is Distributed By Gravity Through A Network Renewed In 2009, Taking Advantage Of The Pavement And Services Works Of The Puosc. The Center Of Valldeperes Also Has A Second Source, The Pou Nou Valldeperes, Built In 2020 And Currently Dry. The Pou Nou Valldeperes Is Located To The Southeast Of The Town, About 800M Away In Plan And At An Elevation Of 635 Meters Above Sea Level. The Pou Nou Valldeperes Has A Connection To The Tank, A Dn50 Pn10 Polyethylene Pipe And A Length Of 1010 Meters, And A Solar Power And Pumping System. This Entire System Could Not Be Put Into Operation Since Once The Installation Was Completed It Was Detected That The Well Had Dried Up. Based On The Results Of The Hydrogeological Study Included In Annex 01, It Is Proposed To Build The New Underground Water Catchment At A Point Close To The New Valldeperes Well