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Sanitary Filler DWG Block for AutoCAD

Design of proofing bottom and cover in sanitary filler. A filler gives security ;must guarantee the tightness through barriers designed to avoid the negative goods on the environment .This method was applied in those residuals that have been treated until its maximun possibilities;that can not be actionable ; recyclables; fuel,or can be mitigated their risk characteristics.TECHNICAL CHARACTERISTICS FOR THE CONSTRUCTION OF A SECURE LANDFILL: 1) also in this type of fillings can not be use fillers with the following ones characteristics;: a) THAT THEY POSSESS FREE LIQUIDS. b)GENERATING SPILL AT ROOM TEMPERATURE. c) THAT THEY POSSESS SUBSTANCES WHICH MAY CONTAIN BARRIERS UNDER THE LANDFILLl. d) THAT THEY POSSESS TRANSPORTABLE POLLUTANTS IN THE AIR. e)HIGH SOLUBILITY IN THE WATER ;IN CONCENTRATION OF AGREEMENT TO THE TYPE AND DANGER GIVES THE SUBSTANCE . f) SUBSTANCES THAT GENERATE COMBUSTION IN THE LOCAL SITUATION g)DANGEROUS LIKE THE GROUP OF TETRA; PENTA;HEXACLORO , ibenzoparadioxinas; dibenzofuranos; tri; tetra y penta clorofenoles;AND DERIVATIVES CLOROFENOXIDOS HALOGENATED COMPOUND AND DERIVATIVES. 2) NO ROTS TO PREPARE IN THE SAME CELL RESIDUALS THAT CAN PRODUCE ADVERSE REACTIONS LIKE : a) HEAT , PRESSURE , EXPLOSION OR REACT VIOLENTLY . b) ANY KIND OF TOXIC OR FLAMMABLE FUMES . c)DAMAGE TO THE SRTUCTURE OF FILLING .iN THE CASE THAT THE FILLER NO FULLFILLS THE MENTIONED CHARACTERISTICS THE TREATMENT WILL BE MADE FOR THE ADAPTATION TO THE SAME ONES . 1) DO NOT INSTALL FILLERS IN FLOOD AREAS OR OF USE POTABLE WATER .eXCEPTIONALLY MUST BE AUTHORIZED BY THE AUTHORITY OF APPLICATION; BEING THE POLLUTION LIMITS OF TRANSPORTATION THE LIMITS FOR THE DRINKING WATER.IN CASES IN WHICH WAS NATURALLY CONTAMINATED AND CAN NOT BE USED AS A DRINKING WATER; THE AUTHORITY OF APPLICATION WILL DEFINE THE LIMITS OF CONTAMINATION IN THE TABLE AS THE PRODUCT AMONG A FACTOR OF MAYORACION AND THE LIMITS OF DRINKING WATER . 2) THE MINIMAL DISTANCE BETWEEN THE FILLING OF SAFETY TO THE FIRST PHREATIC WATER TABLE SHOULD BE OF 3M metros. 3)THE MINIMUN DISTANCE TO THE URBAN CENTERS WILL BE 5Km KmFOR SMALLER VALUES MUST APPLY FOR APPROVAL TO THA AUTHORITY OF APPLICATION WITH THE TECHNICAL JUSTIFICATION. 4)PERIMETER STRIP MAY NOT BE BELOW TAKEN TO THE EDGE 50M TO THE PROPERTY ; SHOULD BUILD ATTENDING THE LANDSCAPE AND AS PHYSICAL BARRIERTO PREVENT THE ACTION OF WIND INCREASE RISKS,SPILL OF WASTE . 5)THE LAND WILL BE CLOSED TO THE LIMIT OF THE PROPERTY WITH CONTROLLED ACCESS . 6)WASTE TRANSPORTATION TO AVOID TRAFFIC FOR URBAN AREAS . 7) WATERPROOFING OF BASES AND SLOPES;MINIMUN REQUIREMENTS :DOUBLE LAYER WATERPROOFING SYSTEM i(primary and secondary) COMPOSED. . 8)DRAINAGE LAYER TO DRIVER UNWANTED FLOWS AND THAT ENSURES THE ABSENCE OF A LOAD ON HYDRAULIC WATERPROOFING SYSTEM. 9)DRAINAGE DUCTS SHOULD BE HDPE OR EQUIVALENT MATERIALWITH A DIAMETER MINIMUN OF 20cm AND SUFFICIENT THICKNESS TO PREVENT WARPING PRESSURE ;AND PLACED ON SUCH A FORM THAT IT ALLOWS THE DRAIN ONLY UNDER GRAVITY AND THE POSSIILITYOF BEING CONTROLLED STOP AFTER THE CLOSE 20 YEARS SECURE LANDFILL. 10) WATERPROOF COVER MUST COMPLY WITH THEM RECOMMENDATIONS REGARDING MINIMUM THICKNESS ,PERMEABILITY AND FEATURES PHYSICAL – CHEMICAL BARRIER TO FUNDCOVER DESIGN TO ENSURE : THE FREE GLIDE AVOIDING THE DEPRESSIONS OF ACCUMULATION WATER PREVENTING THE WASTE OUTLET OUTSIDE THE TANK. INCLUDING THE PERIOD OF CLOSURE.bE INSTALLED ON A BASE TO SUPPORT THE COATING AND RESITANCE TO PRESSURE GRADIENTS THAT MAY ACT ALLOW AND BELLOW THE COATING TO PREVENT THE COLAPS OF THIS FOR THE COMPRESSION 11)ON THE COVER WATERPROOF MUST BE A LAYER OF VEGETABLE FLOOR PERMITTED BY EVAPORATION AND PREVENT EROSION . 12)MUST BE ENSURED THAT THE GASES FORMED FOUND A ROAD OF CONTROLED EXIT AND MONITOR TO AVOID INTERNAL OVER PRESSURE . 13)BETWEEN THE BASE AND LANDFILL SECURE GROUND WATER MUST DESIGN A WATER TABLE OF MONITORING SYSTEM TO DETECT POLLUTION BY TRANSPORT BY LEACHAPE BEFORE COMING TO THE NAPA.

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

review:, Project Manager:, Ing. Hector daniel farias, In the municipality of termas de río province of santiago del estero, S.a., Title of the plane, scale:, Subtitle of the plane, Ministry of health secretariat environment sustainable development, Birf pnud conatmination management project, Design of an integrated system of solid urban waste management, December of, date:, Principal:, flat, Sub-surface water catchment drainage from the main channel, Drainage of water catchment sub surface of main channel detail, Gas vent hole, Nrs, Waterproof background design cover details, Approved, drawing:, elaborated:, Plan no., date, July, Component: sanitary landfill, Cod., Specifications:, seal:, firm:, Preliminary draft design, Sanitary landfill, Esc., Compacted, Waste placed, Temporary cover, Placed, Temporary access ramp, Collection system, Active burial front, Perforated pvc tube, Of leachate, Pumping well, Flat pvc tube, Collection of daily deck soil, Collection of clay soil covered, Collection of vegetable soil, Collection of rubble, Recycled collection cells, Discharge playon classification of recyclable material, landfill, Packed waste, Laundry ramp, Workshop deposit, Truck parking, Dressing rooms showers, Administ., Land available for future extensions, cut, T.n., Pumping well, entrance ramp, Pumping well, Waste placed, T.n., detail, Draining layer of sand, gravel, Waterproof layer of clay soil, natural terrain, Leachate collection system, Separation geotextile, Waterproof layer of clay soil, maximum size, natural terrain, Layer of gravel sand, Pvc tube made with perforated, Separation geotextile, Draining layer of sand, Waterproof layer of clay soil, Compacted waste, natural terrain, T.n., Vegetable soil, Conformation protection layer, Perimeter drainage trench, Perforated pvc tube, Separation geotextile, parking lot, Evaporation pool, access, Esc., Lower insulation layer, detail, Lower insulation layer, detail, Roof system, Protective layer, Waterproof layer of clay soil, Sedimentation sludge, T.n., Leachate pumping line, Dredging channel, Evaporation pool, plant, scale, cut, Separation geotextile, detail, Lower insulation layer, T.n., Soil layer, Roof system, detail, waste, Draining layer of size, Hdpe membrane, Pvc pipe perforated length, Natural shaped terrain, Textured hdpe membrane, Cover material type maximum size, waste, Layer of gravel sand size max, Hdpe membrane, Natural shaped soil, Lower insulation layer, detail, Separation geotextile, waste, natural terrain, Hdpe membrane, Pvc pipe perforated length, Separation geotextile, Draining layer of sand, Conformation protection layer, detail, Natural terrain profile, Shaped surface, Layer of sand, Upper hdpe membrane, Lower hdpe membrane, Nonwoven geotextile, stone, Pvc tube, Separation geotextile, Drain cover, clay, waste, stone, Pvc tube, waste, Nonwoven geotextile, Perforated pvc tube, Natural terrain profile, gravel, Catchment drainage main channel, Fill shaft, Axis channel, waste, clay, Drain cover, Separation geotextile, Nonwoven geotextile, Lower hdpe membrane, Upper hdpe membrane, Layer of sand, Pvc tube, stone, Pvc tube, Pvc pipe perforated, Compacted waste, Record of, Bentonite seal, Pvc pipe perforated, natural terrain, Waterproof layer of clay soil, Draining layer of sand, gravel, Record of, Bentonite seal, Vegetable soil, Conformation protection layer, Waterproof layer of clay soil, Draining layer of sand, Waterproofing background design covered with hdpe membrane, Waterproofing background design covered with clay layer, detail, Component: sanitary landfill, Waterproof floor cover design, elaborated:, drawing:, Details, Approved, Plan no., Nrs, July, date, Cod., Specifications:, seal:, firm:

Raw text data extracted from CAD file:

Language Spanish
Drawing Type Block
Category
Additional Screenshots
File Type dwg
Materials
Measurement Units
Footprint Area
Building Features Pool, Deck / Patio, Car Parking Lot, Garden / Park
Tags , , , , , , , , , , , , , , , , , , , , ,

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