Portal de Lorca
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This is the infrastructure that will serve in Santa Quiteria, Alameda Poet Castellar and adjacent Gimeno, and fennel.
Overall this performance includes the installation of 6.5 miles of pipeline.
Environment Councilman of the City of Lorca, Melchor Morales, has reported that the city council is moving expeditiously aimed at the installation of two new collectors in the urban sanitation.
Infrastructure is going to serve in Fennel, Santa Quiteria, Alameda Poet Castellar and adjacent Gimeno.
We are talking about two projects that provide an economic investment of close to 2.3 million euros, and the processing and funding are the responsibility of the Autonomous Community.
Morales explained that the City wants to take the firm commitment of the Regional Government for the treatment and water reclamation, and has therefore given priority and speed of the bureaucracy associated with the files in question.
Local Government Board approved two motions about this morning.
Melchor Morales has detailed the projects approved this morning by the JGL correspond to the general collector wastewater treatment fennel, which involves investment of some 2.1 million euros and the reference to the collector for the district Santa Quiteria, Alameda Poet Castellar and adjacent Gimeno.
Going into details, the collector of Hinojar provides transportation of the wastewater treatment plant area until La Hoya.
This branch will have a total of 6059.43 meters driving linear pipe 500 mm diameter PVC, corrugated type SN-8 type.
Starts at its highest point near the N-340 in the westernmost part of La Hoya and crosses under the canal and ditch Tranco La Hoya.
The infrastructure will be installed on private roads and slopes between 0.5 and 3% up to a distance of 578.5 meters, where a well is planned for implementation under the railroad crossing by the method of piling with metal pipe 600 mm in diameter and 50 meters long.
Inside is housed a pipe high density polyethylene of 500 mm in diameter can withstand a pressure of 10 atmospheres.
Downstream continues driving with a corrugated PVC pipe 500 mm in diameter and 264 meters long which runs parallel to the railroad at a distance of 11 meters with this.
This first installment will have 30 manholes.
The main collector, which have a length of 4,607 meters '45, is projected to pipe of 600 mm.
diameter PVC.
SN-8 corrugated type.
It begins in the vicinity of the 340th National Highway near the city of the car, be placed under Way in the first 278 meters and 93 meters below coincides with the route of the Regional Road MU-D-3 therefore it next to the domain wrath Road public land under cultivation, the slope of the conduction in these sections is 2'46% and 0.4%.
The following section l.264 meters in length runs along the canal of La Hoya on Service Road ditch in between taking a canal crossing under the slope of the section ranges between 0.3% and l 'l2% (based on a short stretch of 5% slope).
Then, whenever downstream driving tour to the South leaving the road and the ditch and flowing under another private road to the vicinity of the railway.
The length of this stretch is 233 meters and the slope ranges from l 'l2% and 3'00%.
The lower the demand for railroad Adif have 43 meters in length and will be made with metal pipe 800 mm.
in diameter piling procedure, and housed inside a metal pipe high density polyethylene of 630 mm.
l0 diameter ATMs.
normalized pressure, the slope of this section shall be 0.35%.
The next section will run in a trench on farmland near Orchard Road and parallel to the railway and ll feet away from the platform, the length of the section is 657 meters and the slope varies between 0.35% and 0 '9 l%.
The next section will be built in Orchard Road in North-South direction and slope between 0'9l% and 0.30%, the length of the section is 44L meters.
At this point the pipe (in all sections is 600 mm. Diameter) cross Regional Road RM-D3, and the downstream stretch of highway will run parallel to the boundary of the public domain (at 3 meters from the edge the grading of the road) and land under cultivation, the length of the section is 857 meters and the slope of the section, ranging from 0.3% to 0'68%.
The penultimate stage of the branch junction sanitation purpose of this project with the main sewer we have described.
The diameter is 800 mm.
PVC.
and the slope is fixed at 0.20% and the span length is 529 meters, the pipeline will cross under two irrigation ditches.
The last section is projected with 600 mm pipe.
diameter PVC well.
sloped corrugated l'86% over a length of 203'32 feet.
Ends at the entrance to the Treatment Station (chest regulator).
All pipes are planned on staying in trench sand layer of 15 cm.
thick and surrounded the entire pipeline of the same material up to 20 cm.
Manholes shall be precast concrete.
Refunds have been included in various urban services (telephone, electricity, drinking water) and irrigation pipes have to cross.
The proposed retail Santa Quiteria
Morales reported that the draft Santa Quiteria, Poet and adjacent Gimeno Castellar will have a total length of 424.22 meters.
It consists of a collector for Rambla de Tiata.
It is a driving 240'l2 meters slope length and 6'08%, with a diameter of 800 mm.
and corrugated PVC pipe.
Shall be housed in trench depth varies between 80 meters and 3'l9 l'meters and interspersed take 6 inspection de l'20 meters in diameter in concrete.
The pipe will be supported on a base of sand or Gravina, 20 cm.
thick and all of it surrounded by the same anger and cover material up to 20 cm.
over the key of the tube.
The existing upstream collector has a diameter of 300 mm reduction.
in the railroad underpass to remove this narrowing is projected to cross under the Railroad l6'32 meters in length and 3'00 feet deep.
The metal pipe piling will be 900 mm.
in diameter at each end and take a manhole blind, be housed inside a pipe high density polyethylene of 800 mm.
l0 diameter ATMs.
standard pressure.
In reality, manholes closed with concrete replacing the two elbows needed for the conduction path.
This is bound to run out of the way the driving of vehicles on the railway.
The downstream reaches and the immediate upstream piling will be housed in a trench and filling it will be with artificial gravel packed and on it take a layer of 20 cm.
mass concrete and asphalt double layer in the width of the trench.
The project continues to the collector of Santa Quiteria.
It is a driving l84'l0 meters and 4'0l% slope with 400 mm pipe.
diameter PVC.
Shall be housed in a trench under pavement and variable depth of 4 to 4'40 feet, has five manholes and connects in a well by the existing collector of 600 mm.
in diameter that carry water to the sewage outfall.
The trench, given the depth, is designed with two shoulders (one on each side of the trench) of l meter wide and a depth variable.
Complete the replacement works of crosses, a drinking water of 90 mm.
in diameter, another phone with four lines of 63 mm.
diameter concrete.
Another line of low voltage lighting and another five concrete manholes.
Source: Ayuntamiento de Lorca
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