Plant Wastewater Treatment DWG Block for AutoCAD

AASS TREATMENT PLANT

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

raw water, Manual grille, purified water, Shredder, Coagulation tank pozzo pumping, Accumulation tank homogenization, plant, Drying beds, optional, zone, Flooded, partially, Street, Czech Peval, Street, August street, Street, main Street, Street, Oswaldo tobar fiscal school, of May, Coagulation tank, Pumping point, coagulant, Final discharge, Price pump, compressor, Polymerio, Dehydration of sludge, sewer system, Electrical board, Accumulation tank, Homogenization, Water treat, Manual grille, Accumulation tank homogenization, Optional sandboxer, Manual grille, raw water, Optional drying beds, Krofta spc, purified water, Machala, The guabo, passage, Jambeli archipelago, Gritty, Huaquillas, Saint Rose, Screams, pacha, Zaruma, Portovelo, pineapples, Rafts, Marcabeli, the slabs, Manual grille, purified water, Shredder, Coagulation tank pozzo pumping, Accumulation tank homogenization, Drying beds, optional, E.e.e., Reconstelec flow scheme, Residual water treatment plant, scale, General plant of sewage treatment plant

Raw text data extracted from CAD file:

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POZZO DE \W1.66947; BOMBEO \W1.55042; V ~3 m3 COAGULANTE \W5.66947; \W0.78852; V = 0.5 m3 DESCARGA FINAL BOMBA DE PRECION \W1.12185; COMPRESOR POLYMERIO \W5.66947; \W1.50280; V = 1 m3 DESHIDRATACION DE LODO DRENAJE C6 C8 C1 C10 C5 C7 B3 B2 C2 C6 C3 C4 T4 T4 B1 A4 A3 A2 T1 A1 C6 QUADRO ELECTRICO TANQUE DE ACCUMULACION \W5.14566; / \W5.14566; HOMOGENISACIÓN \W0.64566; V =50 – 70 \W0.64566; m3 AGUA A TRATAR Q = 960 m3 / d REJILLA MANUAL LC T2 A D T P1 P1 P1 \LSPC – 10 2.50 2.50 4.00 0.30 \W3.71933; TANQUE DE \W3.71933; ACCUMULACION / \W3.71933; HOMOGENISACION \W1.91803; DESARENADOR \W1.91803; OPCIONAL \W0.39980; REJILLA MANUAL \W2.47168; AGUA \W2.47168; CRUDA \W0.24314; LECHOS DE SECADO \W0.24314; OPCIONAL \W0.64790; KROFTA SPC – 10 \W3.43800; AGUA \W3.43800; PURIFICADA \A1;0.90 MACHALA EL GUABO PASAJE ARCHIPIELAGO DE JAMBELI ARENILLAS HUAQUILLAS SANTA ROSA CHILLA PACHA ZARUMA PORTOVELO PIÑAS BALSAS MARCABELI LAS LAJAS -2 -1 0 +1 +2 +3 -3 \W4.89038; A A \W1.76695; REJILLA MANUAL \W1.40981; AGUA PURIFICADA \W2.67171; DESARENADOR \W3.71933; TANQUE DE \W3.71933; COAGULACION POZZO \W3.71933; DE BOMBEO \W3.71933; TANQUE DE \W3.71933; ACCUMULACION / \W3.71933; HOMOGENISACION \W0.24314; LECHOS DE SECADO \W4.33838; OPCIONAL 5 \W5.90981; E.E.E. \W1.27600; SPC-10 ESQUEMA DE FLUJO RECONSTELEC \W7.48266; C O R T E A – A` PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES ESCALA 1:50 ESCALA 1:50 2.00 1.00 7.00 0.40 1.40 0.48 PLANTA GENERAL DE ESTACIÓN DEPURADORA DE AGUAS RESIDUALES ESCALA_1:100 3.80 0.30 3.80 10.00