Leachate Treatment System Design Landfill DWG Block for AutoCAD

General Planimetria – distribution – references

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Metal ruler for, Measure the height of the water, Parshall channel in, fiberglass, Emas putumayo s.a.s esp, Putumayo metropolitan area s.a.s esp, M.s.n.m, M.s.n.m, M.s.n.m, M.s.n.m, M.s.n.m, profile, Horizontal scale, Vertical scale, Entrance tube quota, Level bat, Height, Level bat, Level canuela, Natural terrain area, Tank built, Cota aux, level, Quota pipe entrance tube, Long, cross-section, M.s.n.m, M.s.n.m, cross-section, M.s.n.m, M.s.n.m, Pvc, Suction pvc, Pvc, Sludge sampling valve, Steps steel, Slurry pump, Pumping sampling pits, Slurry pump, Sampling valves, Pvc, M.s.n.m, M.s.n.m, M.s.n.m, Plant view sequence treatment system, Cross-sectional sequence treatment system, M.s.n.m, M.s.n.m, M.s.n.m, M.s.n.m, M.s.n.m, Wetland, Settler, Flocculator, Coagulator, Uasb reactor, Pool recirculation, Leachate treatment plant sanitary landfill, Uasb reactor, Hydraulic flocculator, Coagualodor, Settler, Biological filter, Biological filter, Suction pvc, Pool storage recirculation, Recirculation system, M.s.n.m, Plant treatment system location, Cross section of treatment system altimetry, Drying bed

Raw text data extracted from CAD file:

21° Regla metálica para medir la altura del agua Canaleta Parshall en fibra de vidrio EMAS PUTUMAYO S.A.S ESP EMPRESA METROPOLITANA DE ASEO DEL PUTUMAYO S.A.S ESP 10° 0.18 0.16 0.26 0.08 11° \A1;1.69 \A1;1.92 \A1;1 \A1;1.49 \A1;1.57 \A1;1.77 -1321.055243045783 -1321.055243045783 -1321.055243045783 663,427 M.S.N.M 663,610M.S.N.M 663,377 M.S.N.M 663,177 M.S.N.M 661,611 M.S.N.M 661,491 M.S.N.M -1321.055243045783 -1321.055243045783 -1321.055243045783 663,538 M.S.N.M 663,607M.S.N.M 663,344 M.S.N.M 663,147 M.S.N.M 661,687M.S.N.M 661,557 M.S.N.M 663,598 M.S.N.M 663,536 M.S.N.M 670 669 668 667 666 665 664 663 662 661 660 659 658 657 656 PERFIL 1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 0+000.00 Elev=665.240 0+005.00 Elev=665.241 0+010.00 Elev=665.043 0+015.00 Elev=664.476 0+020.65 Elev=663.927 0+025.00 Elev=663.606 0+030.00 Elev=663.624 0+035.00 Elev=663.683 0+040.00 Elev=663.658 0+045.00 Elev=663.630 0+050.00 Elev=663.627 0+055.00 Elev=663.633 0+060.00 Elev=663.467 0+065.00 Elev=663.356 0+070.00 Elev=663.363 0+075.00 Elev=663.408 0+080.00 Elev=663.463 0+085.00 Elev=663.668 0+090.00 Elev=663.528 0+092.45 Elev=662.402 COTA TUBO ENTRADA NIVEL BATEA 664.937 COTA TUBO SALIDA NIVEL BATEA 664.719 NIVEL CANUELA 664.565 EST=0+092.45 Elev=662.156 ZONA TERRENO NATURAL TANQUE CONSTRUIDO COTA AUX 5 NIVEL 665.232 Ras=663.540 Ras=663.520 Ras=663.500 Ras=663.480 Ras=663.460 Ras=663.440 Ras=663.420 Ras=663.400 Ras=663.380 Ras=663.360 Ras=663.340 Ras=663.320 Ras=663.300 Elev=663.56 COTA BATEA ENTRADA TUBO 8" 662.156 LONG = 64.35 - PENDIENTE= -0.40% CORTE TRANSVERSAL 664,565 M.S.N.M 664,739M.S.N.M 664,488 M.S.N.M 664,388 M.S.N.M 663,676 M.S.N.M 664,565 M.S.N.M CORTE TRANSVERSAL 664,565 M.S.N.M 664,739M.S.N.M 664,488 M.S.N.M 664,388 M.S.N.M 663,676 M.S.N.M 664,565 M.S.N.M PVC 6" PVC 6" 0+094.45 Elev=662.402 0+096.45 Elev=662.402 0+098.45 Elev=662.402 0+100.45 Elev=662.402 0+102.45 Elev=662.402 0+104.45 Elev=662.402 -0+005.00 Elev=669.140 -0+010.00 Elev=669.842 \A1;2.3 \A1;2.3 SUCCION PVC 2,5" -1389.161507408496 -1389.161507408496 \A1;.3 \A1;1 \A1;.2 \A1;.2 -1350.733194161559 -1350.733194161559 -1350.733194161559 -1350.733194161559 \A1;1 \A1;1.69 \A1;1.92 \A1;.4 \A1;.2 \A1;3 \A1;1.57 \A1;1.77 \A1;1.49 \A1;3 \A1;24.61 \A1;3 \A1;24.61 5 5 PVC 4" PVC 4" VALVULA MUESTREO DE LODOS 1" VALVULA MUESTREO DE LODOS 1" ESCALONES ACERO 3/4" C 0,4m BOMBA VACIADO DE LODOS FOSA DE MUESTREOS Y BOMBEO 10° 0.18 0.16 0.26 0.08 11° BOMBA VACIADO DE LODOS VALVULAS MUESTREO LODOS 1" CADA 0,5m PVC 6" PVC 6" PVC 6" 665,150M.S.N.M 665,600M.S.N.M 666,98 M.S.N.M 665,100 M.S.N.M 665,100 M.S.N.M 665,692 M.S.N.M 664,828 M.S.N.M 664,310M.S.N.M 664,110 M.S.N.M 665,230 M.S.N.M 662,742 M.S.N.M 662,930 M.S.N.M 663,430M.S.N.M 663,740 M.S.N.M 5 VISTA EN PLANTA SECUENCIA DEL SISTEMA DE TRATAMIENTO 5 5 5 CORTE TRANSVERSAL SECUENCIA SISTEMA DE TRATAMIENTO 663,427 M.S.N.M 663,610M.S.N.M 663,377 M.S.N.M 663,177 M.S.N.M 661,611 M.S.N.M 661,491 M.S.N.M 5 5 5 663,538 M.S.N.M 663,607M.S.N.M 663,344 M.S.N.M 663,147 M.S.N.M 661,687M.S.N.M 661,557 M.S.N.M 663,598 M.S.N.M 663,536 M.S.N.M 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+025.00 0+030.00 0+035.00 0+040.00 0+045.00 0+050.00 0+055.00 0+060.00 0+065.00 0+070.00 0+075.00 0+080.00 0+085.00 0+090.00 667.5 665.0 667.5 665.0 667.5 665.0 667.5 665.0 665.0 665.0 665.0 667.5 667.5 667.5 670.0 667.5 670.0 HUMEDAL 1 HUMEDAL 2 SEDIMENTADOR 5 5 5 5 FLOCULADOR COAGULADOR REACTOR UASB H:L= 2:1 PISCINA RECIRCULACION PLANTA DE TRATAMIENTO DE LIXIVIADOS RELLENO SANITARIO REACTOR UASB FLOCULADOR HIDRAULICO COAGUALODOR SEDIMENTADOR FILTRO BIOLGICO 1 FILTRO BIOLOGICO 2 SUCCION PVC 2,5" PISCINA ALMACENAMIENTO Y RECIRCULACION SISTEMA DE RECIRCULACION 664,719 M.S.N.M 662,156 M.S.N.M PLANTA DE LA UBICACION DEL SISTEMA DE TRATAMIENTO CORTE TRANSVERSAL DE LA ALTIMETRIA DEL SISTEMA DE TRATAMIENTO LECHO DE SECADO

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Glass, Steel
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, block, Design, distribution, DWG, einrichtungen, facilities, gas, general, gesundheit, l'approvisionnement en eau, la sant, landfill, le gaz, leachate, machine room, maquinas, maschinenrauminstallations, planimetria, provision, references, system, treatment, wasser bestimmung, water