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Decree Of September 04 2008

Original Language Title: Decreto de 04 de setembro de 2008

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DECREE OF September 4, 2008.

Declara of public utility, for purposes of dismispropriation, total or partial, or of institution of servitude administrative, in favor of Brazilian Petroleum SA S.A. -PETROBRAS, the real estate it mentions, situated in the State of Amazonas, necessary for the construction of the ramals of the Urucu-Manaus pipeline, stretch Coari-Manaus, as well as of its complementary facilities, and gives other arrangements.

The PRESIDENT OF THE REPUBLIC, in the use of the attribution that confers it on art. 84, inciso IV, of the Constitution, with a view to the provisions of the art. 8o, inciso VIII, of the Law no 9,478, of August 6, 1997, in the Decree-Law no 3,365, of June 21, 1941, in the Decree-Law no 1,075, of January 22, 1970, and what is stated in the ANP Processes no 48610.000366 /2008-92 and MME no 48000.0001360 /2008-11,

DECRETA:

Art. 1o Ficam declared of public utility, for purposes of dispropriation, total or partial, or of administrative servitude institution, in favor of Brazilian Petroleum S.A. -PETROBRAS, or of company by it controlled, directly or indirectly, which comes to be in charge of the construction, installation, operation, maintenance, repair and surveillance of the ramparts of the Urucu-Manaus pipeline, Coari-Manaus stretch, the real estate constituted of land and benfeits, of private property, excluded public domain goods, understood in the lanes of land with approximately one million, nine hundred and fifty thousand, six hundred and sixty-two square metres and approximate extent of one hundred and thirty-nine thousand, eight hundred and thirty-three metres, situated in the Municipalities of Coari, Codajás, Anori, Anaman, Caapiranga, Manacapuru, Iranduba and Manaus, State of Amazonas, and whose administrative constraints are necessary for the construction of the Ramals of the Urucu-Manaus pipeline, in the Coari-Manaus stretch, as well as its complementary facilities.

§ 1o The lanes of land referred to in the caput of this article, necessary to the construction of the ramals of the Urucu-Manaus Gaspipeline, in the Coari-Manaus stretch, so describe and characterize:

I-Ramal Coari: strip of land with approximately two hundred and eighty one thousand, one hundred and sixty-two square meters, with approximate extension of twenty thousand, eighty-three metres and width of fourteen metres, necessary for the construction of the Ramal Coari, whose axis has commence at the Solimões Terminal, in the Municipality of Coari-AM, point V01, of coordinates N=9.563.545, 83 and E=481.699, 80; of this point, it follows in the same range of pipelines of the lynch-trunk, with general south-east and distance of 596.00 meters, comes to point PI01, of coordinates N=9.563.327, 36 and E=482.254, 26; of this point, with general direction southeast and distance of 604.06 meters, comes to point PI02, of coordinates N=9.562.892,09 and E=482.673, 16; of this point, where it leaves the parallelism with the trunk line, with general south-east direction, and distance of 135.93 meters, reaches point PI03, of coordinates N=9.562.772,00 and E=482.736, 84; of this point, with general south direction and distance of 162.86 metres, comes to point PI04, of coordinates N=9.562.614, 68 and E=482.778, 94; of this point, with general direction south and distance of 488.16 metres, comes to point PI05, of coordinates N=9.562.126, 61 and E=482.769, 41; of this point, with bearing general south and distance of 742.10 meters, comes to point PI06, of coordinates N=9.561.392, 44 and E=482.661, 15; of this point, with general direction south and distance of 75.15 meters, comes to point PI07, of coordinates N=9.561.317, 29 and E=482.661, 93; of this point, with general direction south and distance of 188.77 meters, reaches point PI08, of coordinates N=9.561.132, 62 and E=482.622, 79; of this point, with general direction south and distance of 1,028.37 meters, comes to point PI09, of coordinates N=9.559.937, 16 and E=482.446,59; of this point, with general direction south and distance of 105.42 meters, comes to point PI10, of coordinates N=9.559.832,06 and E=482.455,01; of this point, with general direction south and distance of 192.42 meters, comes to point PI11, of coordinates N=9.559.640, 36 and E=482.438, 36; of this point, with general direction south and distance of 100.32 meters, comes to point PI12, of coordinates N=9.559.544,52 and E=482.408, 72; of this point, with general direction south and distance of 112.37 meters, comes to the point PI13, of coordinates N=9.559.441, 36 and E=482.364, 16; of this point, with general direction south and distance of 1,055.48 meters, comes to point PI14, of coordinates N=9.558.399, 97 and E=482.192, 22; of this point, with general direction south and distance of 651.85 meters, arrives at the point PI15, of coordinates N=9.557.754,54 and E=482.283,52; of this point, with general direction south and distance of 618.65 meters, comes to point PI16, of coordinates N=9.557.138,57 and E=482.226,02; of this point, with general direction south and distance of 671.59 meters, comes to point PI17, of coordinates N=9.556.467,09 and E=482.238,06; of this point, with general direction south and distance of 1,173.54 meters, comes to point PI18, of coordinates N=9.555.298, 62 and E=482.347,02; of this point, with general southern direction and distance of 49.71 metres, it comes to point PI19, of coordinates N=9.555.253,00 and E=482.368, 85; of this point, with general direction south and distance of 818.94 metres, comes to point PI20, of coordinates N=9.554.461, 96 and E=482.577, 16; of this point, with general southern direction and distance of 1,015.66 metres, comes to point PI21, of coordinates N=9.553.477, 61 and E=482.827, 36; of this point, with general direction south and distance of 1,748.58 metres, comes to point PI22, of coordinates N=9.551.844, 75 and E=483.452, 93; of this point, with general direction south and distance of 63.96 meters, it comes to point PI23, of coordinates N=9.551.782,08 and E=483.465, 73; of this point, with general direction south and distance of 54.66 meters, comes to point PI24, of coordinates N=9.551.727, 64 and E=483.460, 82; of this point, with general direction southwest and distance of 293.01 meters, reaches point PI25, of coordinates N=9.551.453, 63 and E=483.357,02; of this point, with general direction southwest and distance of 441.70 meters, comes to point PI26, of coordinates N=9.551.149, 29 and E=483.036, 90; of this point, with general direction south-west and distance of 186.00 meters, comes to point PI27, of coordinates N=9.551.068, 29 and E=482.869, 46; of this point, with general direction south-west and distance of 1,446.13 meters, crossing Lake Coari, comes to point PI28, of coordinates N=9.550.586, 62 and E=481.505, 90; of this point, with general direction southwest and distance of 287.75 meters, comes to point PI29, of coordinates N=9.550.441, 70 and E=481.316,07; of this point, with general direction south and distance of 236.43 metres, reaches point PI30, of coordinates N=9.550.253, 66 and E=481.172, 76; of this point, with general direction south and distance of 1,294.19 metres, comes to point PI31, of coordinates N=9.549.015, 38 and E=480.796, 46; of this point, with general direction south and distance of 194.42 meters, arrive at point PI32, of coordinates N=9.548.821, 37 and E=480.783, 78; of this point, with general direction south and distance of 1,471.26 meters, comes to point PI33, of coordinates N=9.547.356, 91 and E=480.925,04; of this point, with general direction south-west and distance of 224.73 metres, comes to point PI34, of coordinates N=9.547.157, 33 and E=481.028, 34; of this point, with general direction south-west and distance of 286.41 meters, comes to point PI35, of coordinates N=9.546.971, 63 and E=481.246, 39; of this point, with general direction east and distance of 278.06 meters, comes to point PI36, of coordinates N=9.546.868, 25 and E=481.504, 25; of this point, with general direction east and distance of 309.26 meters, comes to PI37, of coordinates N=9.546.808, 81 and E=481.808,01; of this point, with southeast course and distance of 678.68 meters, comes to Coari Delivery Point, of coordinates N=9.546.717, 37 and E=482.536, 47. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?;

II-Ramal Codajás: strip of land with approximately three hundred and sixty and eight thousand, two hundred and fourteen square meters, with approximate extension of twenty-six thousand, three hundred and one meters and width of fourteen meters, necessary to the construction of the Codajás Ramal, whose axis has started at the height of km 405 of the axis of the Gaspipeline Urucu-Manaus, in the Coari-Manaus stretch, in the Municipality of Codajás-AM, point V01, of coordinates N=9.595.432, 99 and E=600.349, 27; of this point, it follows in the same duct range of the trunk line, with general direction northeast and distance of 846.33 meters, arrives- to point PI02, of coordinates N=9.595.617,58 and E=601.175, 23; of this point, with general northward bound, where it leaves the parallelism with the trunk line and distance of 1,641.35 meters, comes to point PI03, of coordinates N=9.596.184, 71 and E=602.715, 48; of this point, with general direction south-east and distance of 1,029.42 meters, reaches point PI04, of coordinates N=9.595.811, 44 and E=603.674, 84; of this point, with general direction south-east and distance of 1,001.70 meters, comes to point PI05, of coordinates N=9.595.371, 28 and E=604.574, 65; of this point, with general direction south-east and distance of 1,678.65 metres, crossing the Igarapé Jatuarana, reaches point PI06, of coordinates N=9.594.520, 10 and E=606.021, 61; of this point, with general direction south-east and distance of 1,595.43 metres, reaches point PI07, of coordinates N=9.592.991,09 and E=606.477, 19; of this point, with general direction south and distance of 10,687.35 metres, comes to point PI08, of coordinates N=9.582.331,52 and E=607.247, 26; of this point, with general direction south and distance of 7,820.85 meters, arrive at the Codajás Point of Delivery, of coordinates N=9.574.516, 92 and E=606.934, 95. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?;

III-Ramal Anori: strip of land with approximately three hundred and eighty and four thousand, one hundred and four square meters, with approximate extension of twenty-seven thousand, four hundred and thirty-six meters and fourteenth meters, necessary to the construction of the Anori Ramal, whose axis has started at the height of the km 442 of the axis of the Urucu-Manaus pipeline, in the Coari-Manaus stretch, in the Municipality of Anamã-AM, point V01, of coordinates N=9.609.488,53 and E=633.349, 31; of this point, with general direction south-east and distance of 1,562.58 meters, comes to point PI01, of coordinates N=9.608.267, 74 and E=634.324, 66; of this point, with general south-east and distance of 991.08 meters, comes to point PI02, of coordinates N=9.607.673, 45 and E=635.117, 79; of this point, with general south-east and distance of 439.87 meters, comes to the point PI03, of coordinates N=9.607.283, 32 and E=635.320, 97; of this point, with general direction south-east and distance of 894.59 meters, comes to point PI04, of coordinates N=9.606.618, 84 and E=635.919, 92; of this point, with general direction southeast and distance of 368.48 metres, it comes to point PI05, of coordinates N=9.606.281, 93 and E=636.069, 18; of this point, with general direction south-east and distance of 5,460.27 metres, comes to point PI06, of coordinates N=9.602.116, 30 and E=639.599, 62; of this point, with general south-east bearing and distance of 1,085.56 metres, comes to point PI07, of coordinates N=9.601.195, 83 and E=640.174, 81; of this point, with general direction south-east and distance of 365.90 metres, comes to point PI08, of coordinates N=9.600.975,50 and E=640.466, 94; of this point, with general direction south-east and distance of 639.02 metres, crossing the Igarapé Mato Grosso, comes to point PI09, of coordinates N=9.600.513,51 and E=640.908, 43; of this point, with general direction south-east and distance of 272.96 meters, comes to point PI10, of coordinates N=9.600.348,55 and E=641.125, 90; of this point, with general direction south-east and distance of 2,315.91 meters, comes to point PI11, of coordinates N=9.599.453, 22 and E=643.261, 74; of this point, with general direction southeast and distance of 562.08 meters, comes to point PI12, of coordinates N=9.599.362,58 and E=643.816, 47; of this point, with general direction south-east and distance of 1,539.06 meters, comes to point PI13, of coordinates N=9.598.771,04 and E=645.237, 96; of this point, with south-east general direction and distance of 2,701.54 metres, comes to point PI14, of coordinates N=9.597.498, 76 and E=647.621, 15; of this point, with general direction south-east and distance of 427.79 metres, comes to point PI15, of coordinates N=9.597.144, 34 and E=647.860, 71; of this point, with general direction south-east and distance of 911.59 meters, it comes to point PI16, of coordinates N=9.596.264, 96 and E=648.100, 88; of this point, with general direction south-east and distance of 309.12 meters, comes to point PI17, of coordinates N=9.596.027, 42 and E=648.298, 68; of this point, with general direction south-east and distance of 152.90 meters, comes to point PI18, of coordinates N=9.595.882, 64 and E=648.347, 86; of this point, with general south-east and distance of 1,080.44 meters, comes to point PI19, of coordinates N=9.594.806, 87 and E=648.448, 23; of this point, with general direction south-east and distance of 307.43 meters, comes to point PI20, of coordinates N=9.594.522, 72 and E=648.565,58; of this point, with general direction south and distance of 142.86 meters, arrives at the point PI21, of coordinates N=9.594.379, 86 and E=648.564,51; of this point, with general direction southwest and distance of 1,266.19 meters, passing through the boundary of the Municipalities of Anaman-AM and Anori-AM, comes to point PI22, of coordinates N=9.593.168,56 and E=648.195, 73; of this point, with general direction south-east and distance of 335.11 meters, comes to point PI23, of coordinates N=9.592.835, 67 and E=648.234, 18; of this point, with general south-east and distance of 1,266.60 meters, comes to point PI24, of coordinates N=9.591.647, 44 and E=648.672, 79; of this point, with general direction southwest and distance of 217.63 meters, comes to point PI25, of coordinates N=9.591.431, 97 and E=648.642, 20; of this point, with general south-west course and distance of 767.78 meters, comes to point PI26, of coordinates N=9.590.727, 44 and E=648.337,05; of this point, with general direction southwest and distance of 182.30 meters, comes to point PI27, of coordinates N=9.590.545, 92 and E=648.320, 25; of this point, with south-east general direction and distance of 798.18 metres, comes to point PI28, of coordinates N=9.589.758, 66 and E=648.451, 89; of this point, with general direction south-east and distance of 11.69 meters, comes to point PI29, of coordinates N=9.589.748, 75 and E=648.458,08; of this point, with general south-east and distance of 11.69 meters, it comes to point PI30, of coordinates N=9.589.746, 11 and E=648.469, 46; of this point, with general direction northeast and distance of 47.64 meters, arrives at the Anori Delivery Point, of coordinates N=9.589.753, 92 and E=648.516, 46. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?;

IV-Ramal Anaman: strip of land with approximately three hundred and twenty nine thousand, eight hundred and sixty-eight square meters, with approximate extension of twenty-three thousand, five hundred and sixty and two meters and fourteenth meters, necessary to the construction of the Anaman Ramal, whose axis starts at the height of the km 475 of the axis of the Urucu-Manaus pipeline, in the Coari-Manaus stretch, in the Municipality of Caapiranga-AM, point V01, of coordinates N=9.623.692, 70 and E=663.306, 80; of this point, with general south-east and distance of 400.00 meters, comes to point PI01, of coordinates N=9.623.397, 75 and E=663.575, 81; of this point, with general direction south-east and distance of 299.98 meters, comes to point PI02, of coordinates N=9.623.176, 47 and E=663.799, 35; of this point, with general south-east and distance of 1,499.79 meters, passing through the limit of the Municipalities of Caapiranga-AM and Anamã-AM, comes to point PI03, of coordinates N=9.622.070, 37 and E=664.792, 22; of this point, with general direction south-east and distance of 138.64 meters, comes to point PI04, of coordinates N=9.621.968, 12 and E=664.885, 84; of this point, with general direction south-east and distance of 178.18 meters, comes to point PI05, of coordinates N=9.621.836, 74 and E=665.006, 20; of this point, with general south-east and distance of 804.14 meters, comes to point PI06, of coordinates N=9.621.189, 18 and E=665.482, 96; of this point, with general direction south-east and distance of 1,988.32 meters, comes to point PI07, of coordinates N=9.619.588, 34 and E=666.662, 25; of this point, with general direction southeast and distance of 166.48 meters, comes to point PI08, of coordinates N=9.619.475, 31 and E=666.784, 48; of this point, with general direction south-east and distance of 23.91 meters, comes to point PI09, of coordinates N=9.619.460, 60 and E=666.803, 33; of this point, with general direction south-east and distance of 812.69 metres, reaches point PI10, of coordinates N=9.619.023,07 and E=667.488, 19; of this point, with general direction south-east and distance of 886.92 metres, comes to point PI11, of coordinates N=9.618.477,01 and E=668.187,08; of this point, with general direction southeast and distance of 199.93 meters, arrive at point PI12, of coordinates N=9.618.353, 82 and E=668.344,55; of this point, with general direction south-east and distance of 200.39 meters, comes to point PI13, of coordinates N=9.618.230,04 and E=668.502, 14; of this point, with general direction south-east and distance of 199.49 meters, comes to point PI14, of coordinates N=9.618.107, 46 and E=668.659,53; of this point, with general direction south-east and distance of 955.53 meters, comes to point PI15, of coordinates N=9.617.518,55 and E=669.412,01; of this point, with general direction south and distance of 556.12 meters, comes to point PI16, of coordinates N=9.617.259, 40 and E=669.904,06; of this point, with general direction south-west and distance of 251.63 meters, comes to point PI17, of coordinates N=9.617.248, 26 and E=670.155, 44; of this point, with general direction southwest and distance of 36.28 meters, comes to point PI18, of coordinates N=9.617.246, 63 and E=670.191, 69; of this point, with general direction south-east and distance of 238.80 meters, comes to the point PI19, of coordinates N=9.617.235,55 and E=670.430, 22; of this point, with general direction south-west and distance of 919.67 meters, comes to point PI20, of coordinates N=9.617.195, 46 and E=671.349,02; of this point, with general direction south-west and distance of 150.69 metres, it comes to point PI21, of coordinates N=9.617.188, 71 and E=671.499,56; of this point, with general direction southwest and distance of 433.30 metres, comes to point PI22, of coordinates N=9.617.167,09 and E=671.932, 32; of this point, with general south-west course and distance of 91.60 metres, comes to point PI23, of coordinates N=9.617.120, 35 and E=672.011, 10; of this point, with general direction south-east and distance of 198.67 meters, comes to point PI24, of coordinates N=9.616.953, 46 and E=672.188, 89; of this point, with general direction south-east and distance of 94.61 meters, it comes to point PI25, of coordinates N=9.616.879, 86 and E=672.178, 34; of this point, with general direction south-east and distance of 671.80 meters, comes to point PI26, of coordinates N=9.616.469, 14 and E=672.709, 96; of this point, with general direction south-east and distance of 393.19 meters, comes to point PI27, of coordinates N=9.616.228, 88 and E=673.021, 20; of this point, with general south-east and distance of 106.43 meters, comes to point PI28, of coordinates N=9.616.131, 75 and E=673.064, 71; of this point, with general direction south-east and distance of 852.92 meters, comes to point PI29, of coordinates N=9.615.294, 13 and E=672.903, 87; of this point, with general direction southeast and distance of 247.03 meters, comes to point PI30, of coordinates N=9.615.047, 11 and E=672.903, 43; of this point, with general direction south and distance of 18.15 meters, comes to point PI31, of coordinates N=9.615.028, 65 and E=672.905, 26; of this point, with general direction south-west and distance of 1,060.49 metres, reaches point PI32, of coordinates N=9.613.984, 93 and E=673.093,09; of this point, with general direction south-east and distance of 196.62 metres, comes to point PI33, of coordinates N=9.613.803, 28 and E=673.168, 33; of this point, with course general south-east and distance of 504.97 meters, comes to point PI34, of coordinates N=9.613.427,55 and E=673.505, 70; of this point, with general direction south-east and distance of 1,269.05 meters, comes to point PI35, of coordinates N=9.612.483, 26 and E=674.353,53; of this point, with general direction south-east and distance of 884.47 metres, comes to point PI36, of coordinates N=9.611.811, 48 and E=674.928, 85; of this point, with general direction south-east and distance of 198.21 metres, comes to point PI37, of coordinates N=9.611.622, 73 and E=674.989, 34; of this point, with general direction south-east and distance of 188.40 meters, comes to point PI38, of coordinates N=9.611.436,01 and E=674.964, 22; of this point, with general south-east and distance of 1,149.86, meters, arrives at the point PI39, of coordinates N=9.610.298,55 and E=674.795, 81; of this point, with general direction east and distance of 549.94 meters, comes to point PI40, of coordinates N=9.609.797, 32 and E=674.569,54; of this point, with general direction east and distance of 98.94 meters, arrives at point PI41, of coordinates N=9.609.700, 70 and E=674.548, 23; of this point, with general direction east and distance of 661.57 meters, comes to point PI42, of coordinates N=9.609.041, 67 and E=674.606, 16; of this point, with general direction east and distance of 179.27 metres, comes to point PI43, of coordinates N=9.608.868, 14 and E=674.561, 16; of this point, with general direction east and distance of 596.07 meters, comes to point PI44, of coordinates N=9.608.335, 15 and E=674.294, 30; of this point, with general direction east and distance of 101.32 meters, it comes to point PI45, of coordinates N=9.608.233, 83 and E=674.293, 47; of this point, with general direction south-east and distance of 163.94 meters, comes to point PI46, of coordinates N=9.608.085,50 and E=674.363, 29; of this point, with general direction south-east and distance of 230.30 metres, comes to point PI47, of coordinates N=9.607.899,04 and E=674.498, 46; of this point, with general direction south-east and distance of 163.63 metres, comes to point PI48, of coordinates N=9.607.801, 45 and E=674.629, 80; of this point, with general direction south-east and distance of 21.00 metres, comes to point PI49, of coordinates N=9.607.790,02 and E=674.647, 42; of this point, with general direction south-east and distance of 335.88 metres, comes to the point PI50, of coordinates N=9.607.629, 901 and E=674.942, 68; of this point, with general direction south-east and distance of 290.92 meters, comes to point PI51, of coordinates N=9.607.433, 14 and E=675.156, 96; of this point, with general direction southeast and distance of 24.27 meters, arrives at point PI52, of coordinates N=9.607.413, 87 and E=675.171, 72; of this point, with general south-east and distance of 51.84 meters, crossing the Rio Paraná Arara, comes to point PI53, of coordinates N=9.607.382, 73 and E=675.213, 16; of this point, with general direction south-east and distance of 32.08 meters, comes to point PI54, of coordinates N=9.607.359, 48 and E=675.325, 26; of this point, with general direction south-east and distance of 227.23 meters, comes to point PI55, of N=9.607.207,03 coordinates and E=675.403, 76; of this point, with general direction south-east and distance of 78.84 meters, comes to point PI56, of coordinates N=9.607.154,09 and E=675.462, 18; of this point, with general direction south-east and distance of 20.99 meters, comes to point PI57, of coordinates N=9.607.141, 25 and E=675.478, 79; of this point, with general direction south-east and distance of 240.39 metres, comes to point PI58, of coordinates N=9.607.028, 80 and E=675.691, 26; of this point, with general direction south-east and distance of 25.97 metres, reaches the Point of delivery of Anaman, of coordinates N=9.607.006, 81 and E=675.705,07. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?;

V-Ramal Caapiranga: strip of land with approximately ninety and seven thousand, two hundred and sixteen square metres, with approximate extension of six thousand, nine hundred and forty four metres and fourteenth metres and width of fourteen metres, necessary for the construction of the Ramal Caapiranga, whose axis starts at the height of km 512.2 of the axis of the Gaspipeline Urucu-Manaus, in the Coari-Manaus stretch, in the Municipality of Caapiranga -AM, point V01, of coordinates N=9.640.853, 84 and E=695.925, 23; of this point, from where it follows parallel to the Municipal Ary Antunes Highway, with general direction south and distance of 176.65 meters, comes to point PI01, of coordinates N=9.640.678, 28 and E=695.905, 65; of this point, with general direction south and distance of 205.80 meters, comes to point PI02, of coordinates N=9.640.472,59 and E=695.898, 91; of this point, with general direction southwest and distance of 163.97 metres, crossing the Igarapé Moraes, comes to point PI03, of coordinates N=9.640.310, 90 and E=695.871, 64; of this point, with general direction south-west and distance of 135.84 metres, crossing an igarapé without a name, reaches PI04, of coordinates N=9.640.183,06 and E=695.825, 71; of this point, with general direction southwest and distance of 255.15 meters, comes to point PI05, of coordinates N=9.639.970, 77 and E=695.684, 17; of this point, with general south-west course and distance of 425.46 meters, comes to point PI06, of coordinates N=9.639.612, 73 and E=695.454, 34; of this point, with general direction southwest and distance of 311.87 meters, comes to point PI07, of coordinates N=9.639.328, 32 and E=695.326, 38; of this point, with south-east general direction and distance of 244.01 metres, reaches point PI08, of coordinates N=9.639.095, 45 and E=695.253, 48; of this point, with general direction south-east and distance of 369.48 metres, crossing the Igarapé Boi, comes to point PI09, of coordinates N=9.638.736, 77 and E=695.342, 16; of this point, with general direction south-east and distance of 130.12 meters, comes to point PI10, of coordinates N=9.638.608, 44 and E=695.363, 64; of this point, with general direction south and distance of 193.04 meters, comes to point PI11, of coordinates N=9.638.418,05 and E=695.395,52; of this point, with general direction south and distance of 150.71 meters, comes to point PI12, of coordinates N=9.638.267, 70 and E=695.385, 12; of this point, with general direction south-east and distance of 299.67 meters, crossing the Igarapé Amic, it comes to point PI13, of coordinates N=9.637.968, 72 and E=695.364, 73; of this point, with general direction south-east and distance of 174.96 meters, comes to point PI14, of coordinates N=9.637.796, 73 and E=695.396, 84; of this point, with south-east general direction and distance of 103.13 metres, crossing the Igarapé Miel, reaches point PI15, of coordinates N=9.637.709, 31 and E=695.451,55; of this point, with general direction south-east and distance of 69.55 meters, comes to point PI16, of coordinates N=9.637.650, 41 and E=695.488,54; of this point, with general direction south-east and distance of 170.71 metres, comes to point PI17, of coordinates N=9.637.534,08 and E=695.613, 48; of this point, with general direction south-east and distance of 277.65 metres, comes to point PI18, of coordinates N=9.637.344, 60 and E=695.816, 42; of this point, with general direction south-east and distance of 224.61 meters, comes to point PI19, of coordinates N=9.637.211, 92 and E=695.997, 65; of this point, with general direction southeast and distance of 42.32 meters, arrives- to point PI20, of coordinates N=9.637.186, 68 and E=696.031, 62; of this point, with general direction south-east and distance of 439.04 metres, crossing the Igarapé Ladico, comes to point PI21, of coordinates N=9.636.972, 24 and E=696.414, 73; of this point, with course general south-east and distance of 430.51 meters, comes to point PI22, of coordinates N=9.636.793, 83 and E=696.806,53; of this point, with general direction south-east and distance of 239.81 meters, comes to point PI23, of coordinates N=9.636.728, 73 and E=697.037, 33; of this point, with general direction south-east and distance of 556.82 metres, comes to point PI24, of coordinates N=9.636.628, 75 and E=697.585, 10; of this point, with general direction south-east and distance of 61.01 metres, comes to point PI25, of coordinates N=9.636.611, 94 and E=697.643, 81; of this point, with general direction south-east and distance of 72.48 metres, comes to point PI26, of coordinates N=9.636.565,04 and E=697.699, 67; of this point, with general direction south-east and distance of 76.94 metres, comes to the point PI27, of coordinates N=9.636.508,04 and E=697.751, 67; of this point, with general direction south-east and distance of 158.95 meters, comes to point PI28, of coordinates N=9.636.391, 85 and E=697.859,05; of this point, with general direction south-east and distance of 212.45 metres, it comes to point PI29, of coordinates N=9.636.236, 61 and E=698.004,08; of this point, with general direction south-east and distance of 62.45 metres, comes to point PI30, of coordinates N=9.636.183, 48 and E=698.036, 90; of this point, with south-east general direction and distance of 435.90 meters, arrives at PI31, of coordinates N=9.635.784,06 and E=698.211, 47; of this point, with general direction southeast and distance of 72.56 meters, reaches the Caapiranga Delivery Point, of coordinates N=9.635.717,58 and E=698.240,53. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?;

VI-Ramal Manacapuru: strip of land with approximately ninety nine thousand, fifty square meters, with approximate extension of seven thousand, seventy five meters and fourteenth meters, necessary to the construction of the Ramal Manacapuru, whose axis starts at the height of km 578 of the axis of the Urucu-Manaus Gaspipeline, in the stretch Coari-Manaus, in the Municipality of Manacapuru-AM, at point V01, of coordinates N=9.643.010, 85 and E=760.793, 38; of this point, with general direction south-east and distance of 2.04 meters, comes to point PI01, of coordinates N=9.643.008, 84 and E=760.793, 71; of this point, with general direction south-east and distance of 361.21 meters, comes to point PI02, of coordinates N=9.642.685, 34 and E=760.954, 41; of this point, with general direction south-east and distance of 503.98 meters, comes to point PI03, of coordinates N=9.642.315, 29 and E=761.296,55; of this point, with general direction south-east and distance of 33.23 meters, comes to point PI04, of coordinates N=9.642.285, 15 and E=761.310,54; of this point, with general direction south and distance of 189.07 meters, comes to point PI05, of coordinates N=9.642.130, 78 and E=761.419, 71; of this point, with general south-east and distance of 217.01 meters, comes to point PI06, of coordinates N=9.641.914, 31 and E=761.404,50; of this point, with general south-east and distance of 49.34 meters, comes to the point PI07, of coordinates N=9.641.866,51 and E=761.416, 71; of this point, with general direction south and distance of 24.31 meters, comes to point PI08, of coordinates N=9.641.842, 23 and E=761.418,08; of this point, with general direction south and distance of 38.62 meters, arrives- to point PI09, of coordinates N=9.641.803, 65 and E=761.416, 36; of this point, with general direction south and distance of 51.25 meters, comes to point PI10, of coordinates N=9.641.752, 46 and E=761.414, 14; of this point, with general direction south-east and distance of 122.94 metres, it comes to point PI11, of coordinates N=9.641.629, 73 and E=761.407,01; of this point, with general direction south-east and distance of 117.60 metres, comes to point PI12, of coordinates N=9.641.513, 65 and E=761.425, 89; of this point, with south-west general course and distance of 27.42 meters, comes to point PI13, of coordinates N=9.641.486, 30 and E=761.427, 80; of this point, with general direction southwest and distance of 41.05 meters, comes to point PI14, of coordinates N=9.641.447,50 and E=761.414, 38; of this point, with course south-west and distance of 104.73 meters, it comes to point PI15, of coordinates N=9.641.357, 16 and E=761.361, 40; of this point, with general direction south and distance of 21.60 meters, comes to point PI16, of coordinates N=9.641.337,01 and E=761.353, 61; of this point, with general direction south-east and distance of 18.99 metres, comes to point PI17, of coordinates N=9.641.318,09 and E=761.351, 97; of this point, with general direction south-west and distance of 285.83 metres, comes to point PI18, of coordinates N=9.641.034, 14 and E=761.384, 68; of this point, with general direction southwest and distance of 683.63 meters, comes to point PI19, of coordinates N=9.640.362, 29 and E=761.258, 33; of this point, with general direction south-west and distance of 674.08 meters, arrives at the point PI20, of coordinates N=9.639.710,56 and E=761.086, 21; of this point, with general direction south-west and distance of 113.48 meters, comes to point PI21, of coordinates N=9.639.604, 29 and E=761.046, 42; of this point, with general direction southwest and distance of 501.55 metres, after crossing the AM-352 State Highway, reaches point PI22, of coordinates N=9.639.183, 96 and E=760.772, 78; of this point, with general direction south-east and distance of 16.21 meters, comes to point PI23, of coordinates N=9.639.168,05 and E=760.769, 68; of this point, with general direction south-east and distance of 13.40 meters, comes to point PI24, of coordinates N=9.639.154, 95 and E=760.772, 49; of this point, with general direction south-east and distance of 65.65 meters, comes to point PI25, of coordinates N=9.639.096, 78 and E=760.802, 92; of this point, with general south-east and distance of 119.15 meters, comes to point PI26, of coordinates N=9.639.002, 26 and E=760.875, 48; of this point, with general south-east and distance of 191.79 meters, comes to the point PI27, of coordinates N=9.638.906, 63 and E=761.041, 72; of this point, with general direction south-east and distance of 64.61 meters, comes to point PI28, of coordinates N=9.638.856, 26 and E=761.082, 19; of this point, with general direction south-west and distance of 72.87 meters, comes to point PI29, of coordinates N=9.638.784,04 and E=761.091, 83; of this point, it follows parallel to the State Highway AM-070, with general direction south and distance of 70.09 meters, comes to point PI30, of coordinates N=9.638.716, 68 and E=761.072, 46; of this point, with general direction south-east and distance of 63.60 meters, comes to point PI31, of coordinates N=9.638.653, 11 and E=761.070, 24; of this point, with general direction south-east and distance of 196.01 meters, comes to point PI32, of coordinates N=9.638.462, 20 and E=761.114, 66; of this point, with general direction south-east and distance of 306.38 metres, comes to point PI33, of coordinates N=9.638.166,00 and E=761.192, 99; of this point, with general direction south-east and distance of 332.58 metres, comes to point PI34, of coordinates N=9.637.841, 42 and E=761.265, 46; of this point, with general direction south-west and distance of 34.55 meters, comes to point PI35, of coordinates N=9.637.806, 98 and E=761.268, 17; of this point, where it leaves the parallelism with the highway, with general direction southeast and distance of 401.50 meters, arrive at point PI36, of coordinates N=9.637.508, 27 and E=760.999, 89; of this point, with general direction south-east and distance of 255.34 meters, comes to point PI37, of coordinates N=9.637.254, 66 and E=761.029,56; of this point, with general direction south-west and distance of 87.17 meters, comes to point PI38, of coordinates N=9.637.168, 98 and E=761.045, 61; of this point, with general direction southwest and distance of 50.31 meters, comes to point PI39, of coordinates N=9.637.121, 77 and E=761.028, 22; of this point, with general direction southwest and distance of 122.47 meters, comes to point PI40, of coordinates N=9.637.034,00 and E=760.942, 81; of this point, with general direction southwest and distance of 32.35 meters, comes to the point PI41, of coordinates N=9.637.013, 73 and E=760.917, 60; of this point, with general direction southwest and distance of 112.70 meters, comes to point PI42, of coordinates N=9.636.950, 11 and E=760.824,57; of this point, with general south-west course and distance of 79.36 meters, comes to point PI43, of coordinates N=9.636.893,56 and E=760.768, 88; of this point, with general direction south-west and distance of 24.53 meters, comes to point PI44, of coordinates N=9.636.883, 96 and E=760.746, 31; of this point, with general northwest direction and distance of 32.45 metres, comes to point PI45, of coordinates N=9.636.874, 35 and E=760.715, 32; of this point, with general direction northwest and distance of 39.68 metres, comes to point PI46, of coordinates N=9.636.886, 87 and E=760.677, 68; of this point, with northbound general direction and distance of 10.33 meters, it comes to point PI47, of coordinates N=9.636.892, 86 and E=760.669, 25; of this point, with general direction northwest and distance of 27.80 meters, comes to point PI48, of coordinates N=9.636.918, 35 and E=760.658, 16; of this point, with general direction northwest and distance of 18.62 meters, comes to point PI49, of coordinates N=9.636.933,05 and E=760.646, 75; of this point, with general direction northwest and distance of 22.77 meters, comes to the point PI50, of coordinates N=9.636.945, 81 and E=760.627, 89; of this point, with general direction west and distance of 27.89 meters, arrives at the Manacapuru Delivery Point, of coordinates N=9.636.945, 81 and E=760.600, 81. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?;

VII-Ramal Iranduba: strip of land with approximately one hundred thousand, one hundred and ninety-eight square metres, with approximate extension of seven thousand, one hundred and fifty metres and fourteenth metres and width of fourteen metres, necessary for the construction of the Ramal Iranduba, whose axis starts at the height of km 634.32 of the axis of the Urucu Gaspipeline- Manaus, in the Coari-Manaus stretch, in the Municipality of Iranduba-AM, Point PI-A, of coordinates N=9.645.251, 38 and E=815.275, 63; of this point, follows in the same duct strip of the trunk line with general northbound direction and distance of 11.30 meters, arrives at the point PI-B, of coordinates N=9.645.253, 68 and E=815.286, 70; of this point, with general direction northeast and distance of 23.59 meters, comes to the PI-C point, of coordinates N=9.645.252, 94 and E=815.310, 28; of this point, with general direction north-east and distance of 20.14 metres, comes to the PI-D point, of coordinates N=9.645.253, 31 and E=815.330, 41; of this point, with general south-east and distance of 20.23 metres, comes to the point PI-E, of coordinates N=9.645.253, 14 and E=815.350, 64; of this point, with general south-east and distance of 55.08 meters, reaches the PI-F point, of coordinates N=9.645.250, 84 and E=815.405, 67; of this point, with general direction northeast and distance of 39.82 meters, crossing the State Highway AM-452, comes to point V01, of coordinates N=9.645.237, 11 and E=815.443,05; of this point, with general direction south-west and distance of 20.13 meters, comes to point PI01, of coordinates N=9.645.216, 98 and E=815.443,50; of this point, with general direction southwest and distance of 30.75 meters, comes to the point PI02, of coordinates N=9.645.186, 30 and E=815.441,54; of this point, with general direction south-west and distance of 47.10 meters, comes to point PI03, of coordinates N=9.645.139, 26 and E=815.439, 20; of this point, with general direction south-west and distance of 40.29 meters, comes to point PI04, of coordinates N=9.645.099, 30 and E=815.434,01; of this point, with general direction south-west and distance of 27.36 meters, comes to point PI05, of coordinates N=9.645.072,53 and E=815.428, 39; of this point, with general south-west course and distance of 32.50 meters, reaches point PI06, of coordinates N=9.645.041,06 and E=815.420, 25; of this point, with general direction south-west and distance of 21.80 meters, comes to point PI07, of coordinates N=9.645.020, 40 and E=815.413, 32; of this point, with course south-west and distance of 25.88 meters, it comes to point PI08, of coordinates N=9.644.979, 94 and E=815.393, 26; of this point, with general direction south-east and distance of 25.88 meters, comes to point PI09, of coordinates N=9.644.956, 29 and E=815.382, 74; of this point, with general direction south-east and distance of 51.26 meters, comes to point PI10, of coordinates N=9.644.912,05 and E=815.356, 86; of this point, with general direction south-east and distance of 75.54 meters, comes to point PI11, of coordinates N=9.644.849, 63 and E=815.314, 31; of this point, with general direction south-east and distance of 46.11 metres, comes to point PI12, of coordinates N=9.644.811,54 and E=815.288, 32; of this point, with general direction south-east and distance of 60.40 metres, comes to the point PI13, of coordinates N=9.644.760, 23 and E=815.256, 47; of this point, with general direction south-east and distance of 20.79 meters, comes to point PI14, of coordinates N=9.644.743, 34 and E=815.244, 35; of this point, with general direction south-east and distance of 60.47 meters, comes to point PI15, of coordinates N=9.644.673, 70 and E=815.201, 32; of this point, with general direction south-east and distance of 38.33 meters, comes to point PI16, of coordinates N=9.644.673, 70 and E=815.174, 27; of this point, with general direction south-east and distance of 28.26 metres, reaches point PI17, of coordinates N=9.644.650,59 and E=815.158,01; of this point, with general direction south-east and distance of 86.26 metres, comes to point PI18, of coordinates N=9.644.579,58 and E=815.109, 41; of this point, with general direction southeast and distance of 33.45 meters, arrive at point PI19, of coordinates N=9.644.589, 81 and E=815.077, 20; of this point, with general direction south-east and distance of 72.20 meters, comes to point PI20, of coordinates N=9.644.529, 86 and E=815.036, 98; of this point, with general direction south-east and distance of 149.20 meters, comes to point PI21, of coordinates N=9.644.409, 74 and E=814.948, 47; of this point, with general direction south-east and distance of 86.64 meters, comes to point PI22, of coordinates N=9.644.342, 37 and E=814.893, 99; of this point, with general direction southwest and distance of 155.97 meters, comes to point PI23, of coordinates N=9.644.198, 13 and E=814.834, 65; of this point, with general direction southwest and distance of 15.13 meters, crossing the State Highway AM-352, comes to point PI24, of coordinates N=9.644.187, 61 and E=814.823, 78; of this point, with general direction southwest and distance of 15.02 meters, comes to point PI25, of coordinates N=9.644.174, 77 and E=814.815, 98; of this point, with south-west general direction and distance of 15.02 meters, reaches point PI26, of coordinates N=9.644.160, 36 and E=814.811, 76; of this point, with general direction south-west and distance of 155.18 meters, comes to point PI27, of coordinates N=9.644.005, 25 and E=814.807, 15; of this point, with course south-west and distance of 11.23 meters, it comes to point PI28, of coordinates N=9.643.994, 44 and E=814.804, 10; of this point, with general direction southwest and distance of 11.94 meters, comes to point PI29, of coordinates N=9.643.984, 17 and E=814.798,02; of this point, with general direction south-west and distance of 12.01 meters, comes to point PI30, of coordinates N=9.643.975, 75 and E=814.789, 45; of this point, with general direction south and distance of 11.97 meters, comes to point PI31, of coordinates N=9.643.965, 40 and E=814.783, 43; of this point, with general direction south and distance of 11.99 metres, comes to point PI32, of coordinates N=9.643.953, 82 and E=814.780, 33; of this point, with general direction south-east and distance of 63.25 metres, comes to point PI33, of coordinates N=9.643.890,57 and E=814.780, 42; of this point, with general direction south-east and distance of 197.85 meters, comes to point PI34, of coordinates N=9.643.698,56 and E=814.828, 12; of this point, with general direction southeast and distance of 54.54 meters, comes to point PI35, of coordinates N=9.643.656, 78 and E=814.863, 17; of this point, with general direction south and distance of 183.92 meters, comes to point PI36, of coordinates N=9.643.472, 87 and E=814.861, 82; of this point, with general south-east direction and distance of 54.38 metres, comes to point PI37, of coordinates N=9.643.425, 67 and E=814.888, 83; of this point, with general direction south-east and distance of 84.53 metres, comes to point PI38, of coordinates N=9.643.348,59 and E=814.923,53; of this point, with general direction southeast and distance of 66.99 meters, arrive at point PI39, of coordinates N=9.643.282, 47 and E=814.934, 26; of this point, with general direction southwest and distance of 83.32 meters, comes to point PI40, of coordinates N=9.643.199, 26 and E=814.930,07; of this point, with general direction southwest and distance of 1,011.85 meters, reaches point PI41, of coordinates N=9.642.187, 44 and E=814.922,53; of this point, with general direction southwest and distance of 57.74 meters, comes to point PI42, of coordinates N=9.642.130, 38 and E=814.913, 69; of this point, with general direction south-west and distance of 65.57 meters, comes to point PI43, of coordinates N=9.642.069, 76 and E=814.888, 70; of this point, with general direction south and distance of 140.41 meters, comes to point PI44, of coordinates N=9.641.948, 65 and E=814.817, 65; of this point, with general direction southwest and distance of 96.11 meters, comes to point PI45, of coordinates N=9.641.881, 14 and E=814.749, 24; of this point, with general south-west course and distance of 108.06 meters, comes to point PI46, of coordinates N=9.641.787, 93 and E=814.694,57; of this point, with general direction southwest and distance of 100.01 meters, comes to point PI47, of coordinates N=9.641.691, 81 and E=814.666, 94; of this point, with south-west general direction and distance of 34.99 meters, reaches point PI48, of coordinates N=9.641.657, 98 and E=814.657, 99; of this point, with general direction south-west and distance of 100.30 meters, comes to point PI49, of coordinates N=9.641.557, 99 and E=814.650, 14; of this point, with course south-west and distance of 161.32 meters, it comes to point PI50, of coordinates N=9.641.396, 90 and E=814.658, 71; of this point, with general direction southwest and distance of 105.60 meters, comes to point PI51, of coordinates N=9.641.294, 38 and E=814.684,02; of this point, with general direction northwest and distance of 33.88 meters, comes to point PI52, of coordinates N=9.641.262, 37 and E=814.695, 11; of this point, with general direction southwest and distance of 293.04 meters, comes to the point PI53, of coordinates N=9.640.885, 62 and E=814.838, 43; of this point, with general direction southwest and distance of 171.32 meters, comes to point PI54, of coordinates N=9.640.885, 62 and E=814.959,56; of this point, with general south-west course and distance of 41.85 meters, comes to point PI55, of coordinates N=9.640.845,00 and E=814.969, 64; of this point, with general direction south-west and distance of 220.21 meters, comes to point PI56, of coordinates N=9.640.702, 78 and E=815.137, 77; of this point, with general south-west course and distance of 112.00 meters, reaches point PI57, of coordinates N=9.640.610, 17 and E=815.200, 76; of this point, with general direction south-west and distance of 225.65 meters, comes to point PI58, of coordinates N=9.640.426,52 and E=815.331, 88; of this point, with course south-west and distance of 142.25 meters, it comes to point PI59, of coordinates N=9.640.310, 70 and E=815.414, 47; of this point, with general direction southwest and distance of 65.81 meters, comes to point PI60, of coordinates N=9.640.251, 71 and E=815.443, 65; of this point, with general direction southwest and distance of 77.15 meters, comes to point PI61, of coordinates N=9.640.175, 72 and E=815.456, 97; of this point, with general direction southwest and distance of 224.37 meters, comes to the point PI62, of coordinates N=9.639.953, 40 and E=815.487, 24; of this point, with general direction southwest and distance of 36.83 meters, comes to point PI63, of coordinates N=9.639.591, 68 and E=815.515,58; of this point, with general south-west course and distance of 55.36 meters, comes to point PI64, of coordinates N=9.639.536, 46 and E=815.511, 71; of this point, with general direction southwest and distance of 198.57 meters, comes to point PI65, of coordinates N=9.639.341, 45 and E=815.474, 29; of this point, with south-west general direction and distance of 376.67 meters, reaches point PI66, of coordinates N=9.638.974,01 and E=815.391, 41; of this point, with general direction south-west and distance of 74.01 meters, comes to point PI67, of coordinates N=9.638.905, 14 and E=815.364, 30; of this point, with course south-west and distance of 85.06 meters, it comes to point PI68, of coordinates N=9.638.834, 97 and E=815.316, 22; of this point, with general direction southwest and distance of 78.38 meters, comes to point PI69, of coordinates N=9.638.786, 16 and E=815.254, 89; of this point, with general direction southwest and distance of 82.73 meters, comes to point PI70, of coordinates N=9.638.739,03 and E=815.186, 90; of this point, with general northward bound, and distance of 125.01, arrives at the Iranduba Delivery Point, of coordinates N=9.638.676,51 and E=815.078, 65. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?;

VIII-Ramal Aparecida: strip of land with approximately two hundred and forty five thousand, two hundred and sixty-six square meters, with approximate extension of seventeen thousand, five hundred and nineteen meters and width of fourteen meters, necessary to the construction of the Aparecida Ramal, whose axis starts at the height of the km 634.32 of the axis of the Urucu-Manaus pipeline, in the Coari-Manaus stretch, in the Municipality of Iranduba-AM, Point PIA, of coordinates N=9.645.251, 38 and E=815.275, 63; of this point, it follows in the same range of pipelines of the trunk line with general northward direction and distance of 11.30 meters, comes to the PI-B point, of coordinates N=9.645.253, 68 and E=815.286, 70; of this point, with general direction northeast and distance of 23.59 meters, comes to the PI-C point, of coordinates N=9.645.252, 94 and E=815.310, 28; of this point, with general northeast direction and distance of 20.14 metres, reaches the PI-D point, of coordinates N=9.645.253, 31 and E=815.330, 41; of this point, with general direction south-east and distance of 20.23 metres, comes to the point PI-E, of coordinates N=9.645.253, 14 and E=815.350, 64; of this point, with general south-east and distance of 55.08 meters, it reaches the PI-F point, of coordinates N=9.645.250, 84 and E=815.405, 67; of this point, with general direction northeast and distance of 39.82 meters, crossing the State Highway AM-452, comes to point V01, from coordinates N=9.645.237, 11 and E=815.443,05; following by the same range of pipelines from the line-tronco; of this point, with general direction northeast and distance of 115.07 meters, comes to point PI01, of coordinates N=9.645.266, 39 and E=815.573, 60; of this point, with general direction northeast and distance of 1,155.87 meters, it comes to point PI02, of coordinates N=9.645.563, 62 and E=816.690, 60; of this point, with general direction northeast and distance of 1,270.91 meters, comes to point PI03, of coordinates N=9.645.839,05 and E=817.931, 30; of this point, with general direction northeast and distance of 708.78 meters, comes to point PI04, of coordinates N=9.645.855, 13 and E=818.639, 89; of this point, with general direction northeast and distance of 533.77 meters, comes to the point PI05, of coordinates N=9.646.009, 12 and E=819.150, 97; of this point, with general direction northeast and distance of 202.00 meters, comes to point PI06, of coordinates N=9.646.037, 22 and E=819.351,01; of this point, with general northeast direction and distance of 260.18 meters, comes to point PI07, of coordinates N=9.646.012, 44 and E=819.609, 99; of this point, with general direction northeast and distance of 372.64 meters, comes to point PI08, of coordinates N=9.646.057, 90 and E=819.979, 86; of this point, with general northeast direction and distance of 603.42 meters, reaches point PI09, of coordinates N=9.646.243, 91 and E=820.553, 89, where the ramal diss from the trunk line; from this point, with general direction northeast and distance of 1,133.41 meters, reaches PI10, of coordinates N=9.647.068, 81 and E=821.331, 17; of this point, with general direction northeast and distance of 1,676.73 meters, comes to point PI11, of coordinates N=9.648.491, 90 and E=822.217, 86; of this point, with general direction northeast and distance of 367.22 meters, arrives at the point PI12, of coordinates N=9.648.810,57 and E=822.400, 32; of this point, with general direction north-east and distance of 24.00 meters, comes to point PI13, of coordinates N=9.648.827, 71 and E=822.417, 13; of this point, with general direction northeast and distance of 287.46 metres, comes to point PI14, of coordinates N=9.648.973, 93 and E=822.664, 62; of this point, with general direction east and distance of 24.00 metres, comes to point PI15, of coordinates N=9.648.991,07 and E=822.681, 42; of this point, with general direction northeast and distance of 108.30 meters, arrive at point PI16, of coordinates N=9.649.083, 41 and E=822.738,00; of this point, with general northbound and distance of 58.74 meters, where it crosses with the state highway AM-070, reaches PI17, coordinates N=9.649.141, 97 and E=822.733, 29; of this point, with general direction northwest and distance of 583.38 meters, comes to point PI18, of coordinates N=9.649.640, 83 and E=823.035, 73; of this point, with general direction northeast and distance of 23.79 meters, comes to the point PI19, of coordinates N=9.649.655,51 and E=823.054, 46; of this point, with general direction northeast and distance of 153.56 meters, where it crosses with the state highway AM-070, comes to point PI20, of coordinates N=9.649.693, 40 and E=823.203, 27; of this point, with bearing general northeast and distance of 889.69 meters, comes to point PI21, of coordinates N=9.650.277,59 and E=823.874, 28; of this point, with general direction northeast and distance of 204.87 meters, where the ramal return to position on the edge of the AM-070 Highway, comes to point PI22, of coordinates N=9.650.337, 64 and E=824.070, 15; of this point, with general direction northeast and distance of 259.24 meters, comes to point PI23, of coordinates N=9.650.493, 45 and E=824.277, 35; of this point, with general northeast direction and distance of 287.73 metres, comes to point PI24, of coordinates N=9.650.715, 73 and E=824.460,05; of this point, with general direction northeast and distance of 224.99 metres, comes to point PI25, of coordinates N=9.650.915, 45 and E=824.563, 65; of this point, with general direction northeast and distance of 24.00 meters, it comes to point PI26, of coordinates N=9.650.930, 38 and E=824.582, 44; of this point, with general direction northeast and distance of 240.15 meters, comes to point PI27, of coordinates N=9.650.990, 45 and E=824.814, 95; of this point, with general direction east and distance of 53.27 meters, comes to point PI28, of coordinates N=9.650.982,50 and E=824.867, 63; of this point, with general direction northeast and distance of 19.17 meters, comes to point PI29, of coordinates N=9.650.987, 46 and E=824.886, 15, located on the banks of the Rio Negro; of this point, with general direction northeast and distance of 5,482.98 meters, crossing the Rio Negro, boundary of the Municipalities of Iranduba-AM and Manaus-AM, arrive in the vicinity of the Point of Delivery of the UTE Aparecida, of coordinates N=9.653.425, 73 and E=829.797, 14, situated on the banks of the Rio Negro. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?; and

IX-Ramal Mauá: strip of land with approximately fifty and two thousand, five hundred and eighty-four square meters, with approximate extension of three thousand, seven hundred and fifty six meters and width of fourteen meters, necessary to the construction of the Ramal Mauá, whose axis has commenced at the Isaac Sabbá-REMAN Refinery in the Municipality of Manaus-AM, point V01, of coordinates N=9.652.675, 88 and E=171.748, 83; of this point, with general direction east and distance of 118.55 meters, comes to point PI01, of coordinates N=9.652.678, 43 and E=171.867, 36; of this point, with general direction northeast and distance of 125.32 metres, it comes to point PI02, of coordinates N=9.652.701, 96 and E=171.990, 46; of this point, with general direction northeast and distance of 76.52 metres, comes to point PI03, of coordinates N=9.652.739, 87 and E=172.056, 93; of this point, with general direction northeast and distance of 54.83 meters, arrive at point PI04, of coordinates N=9.652.790, 28 and E=172.078, 49; of this point, with general direction northeast and distance of 166.64 meters, comes to point PI05, of coordinates N=9.652.954, 45 and E=172.107, 10; of this point, with general direction north-east and distance of 11.31 meters, reaches point PI06, of coordinates N=9.652.965,03 and E=172.111, 11; of this point, with general direction northeast and distance of 12.59 meters, comes to point PI07, of coordinates N=9.652.975, 75 and E=172.117, 70; of this point, with general direction northeast and distance of 16.10 meters, comes to point PI08, of coordinates N=9.652.986, 69 and E=172.129,52; of this point, with general direction northeast and distance of 35.79 meters, comes to point PI09, of coordinates N=9.653.003,08 and E=172.161, 33; of this point, with general direction northeast and distance of 11.59 meters, comes to point PI10, of coordinates N=9.653.010, 28 and E=172.170, 42; of this point, with general northeast direction and distance of 97.18 meters, comes to point PI11, of coordinates N=9.653.084, 20 and E=172.233, 49; of this point, with general direction northeast and distance of 31.63 meters, comes to point PI12, of coordinates N=9.653.115, 47 and E=172.238, 26; of this point, with general northwest direction and distance of 11.38 meters, reaches point PI13, of coordinates N=9.653.125, 93 and E=172.233, 78; of this point, with general northbound and distance of 27.74 meters, comes to point PI14, of coordinates N=9.653.152, 63 and E=172.235, 33; of this point, with bearing general northeast and distance of 47.39 meters, comes to point PI15, of coordinates N=9.653.193, 76 and E=172.258, 87; of this point, with general direction northeast and distance of 147.48 meters, comes to point PI16, of coordinates N=9.653.327, 80 and E=172.320, 38; of this point, with general direction north-east and distance of 25.00 metres, comes to point PI17, of coordinates N=9.653.347, 76 and E=172.335, 43; of this point, with general direction northeast and distance of 218.15 meters, comes to point PI18, of coordinates N=9.653.500, 34 and E=172.491, 34; of this point, with general direction northeast and distance of 26.91 meters, crossing Itaquaí Street, comes to point PI19, of coordinates N=9.653.505, 77 and E=172.517, 70; of this point, with general direction southeast and distance of 5.75 metres, it comes to point PI20, of coordinates N=9.653.504, 28 and E=172.523, 25; of this point, with general direction south-east and distance of 309.30 metres, follows parallel to the Federal Highway BR-319, reaching PI21, of N=9.653.338,58 coordinates and E=172.784, 42; of this point, with general direction south-east and distance of 17.78 meters, comes to point PI22, of coordinates N=9.653.331, 35 and E=172.800, 67; of this point, with general direction east and distance of 35.83 meters, comes to point PI23, of coordinates N=9.653.329, 80 and E=172.836, 46; of this point, with general direction northeast and distance of 14.36 meters, comes to point PI24, of coordinates N=9.653.331, 71 and E=172.850, 70; of this point, with general direction northeast and distance of 15.30 meters, comes to the point PI25, of coordinates N=9.653.337, 31 and E=172.864, 93; of this point, with general direction northeast and distance of 16.83 meters, comes to point PI26, of coordinates N=9.653.347, 61 and E=172.878, 24; of this point, with general direction north-east and distance of 32.25 meters, crossing the Federal Highway BR-319, arrives at point PI27, of coordinates N=9.653.337, 72 and E=172.897, 17; of this point, with general direction northeast and distance of 17.99 meters, comes to point PI28, of coordinates N=9.653.384, 44 and E=172.911, 61; of this point, with general direction north-east and distance of 17.37 metres, reaches point PI29, of coordinates N=9.653.390, 14 and E=172.928,02; of this point, with general direction northeast and distance of 30.87 metres, comes to point PI30, of coordinates N=9.653.394, 94 and E=172.958,52; of this point, with general direction east and distance of 49.24 meters, comes to point PI31, of coordinates N=9.653.395, 90 and E=173.007, 74; of this point, with general direction east and distance of 98.64 meters, comes to point PI32, of coordinates N=9.653.395, 47 and E=173, 106, 38; of this point, with general direction northeast and distance of 56.99 meters, comes to point PI33, of coordinates N=9.653.403, 78 and E=173.162, 76; of this point, with general direction northeast and distance of 83.96 meters, comes to point PI34, of coordinates N=9.653.435,50 and E=173.240,50; of this point, with general direction northeast and distance of 98.23 meters, comes to point PI35, of coordinates N=9.653.494, 33 and E=173.319, 17, located on the banks of the Rio Negro; of this point, marching the Rio Negro and with general direction northeast and distance of 122.19 meters, comes to point PI36, of coordinates N=9.653.583, 40 and E=173.402, 82; of this point, with general direction northeast and distance of 100.91 meters, comes to point PI37, of coordinates N=9.653.645, 79 and E=173.482, 13; of this point, with general direction northeast and distance of 190.90 meters, comes to point PI38, of coordinates N=9.653.775, 88 and E=173.621, 84; of this point, with general northwest direction and distance of 291.80 meters, comes to point PI39, of coordinates N=9.653.958, 70 and E=173.849, 27; of this point, with general direction northeast and distance of 195.97 meters, comes to point PI40, of coordinates N=9.654.049,53 and E=174.022, 81; of this point, with general northeast direction and distance of 129.34 meters, arrives at point PI41, of coordinates N=9.654.126, 77 and E=174.126,56, located in the vicinity of the Island of Marapatá; from this point, marching the Island, with general direction northeast and distance of 102.43 meters, arrive at the point PI42, of coordinates N=9.654.196, 16 and E=174.201, 90; of this point, with general direction northeast and distance of 66.35 meters, comes to point PI43, of coordinates N=9.654.249, 88 and E=174.240, 85; of this point, with general northeast direction and distance of 27.18 metres, it comes to point PI44, of coordinates N=9.654.276, 43 and E=174.246, 67; of this point, with general direction northwest and distance of 38.80 meters, comes to point PI45, of coordinates N=9.654.314,50 and E=174.239, 18; of this point, with general northwest direction and distance of 149.45 meters, arrive at point PI46, of coordinates N=9.654.429, 10 and E=174.143, 25, where it leaves the Island of Marapatá, crossing the Igarapé Mauazinho and arriving with general northbound and distance of 26.31 metres to the point PI47, from coordinates N=9.654.451,07 and E=174.128, 79; of this point, with general northwest direction and distance of 18.55 meters, comes to point PI48, of coordinates N=9.654.468, 66 and E=174.122, 89; of this point, with general northwest direction and distance of 52.84 meters, comes to point PI49, of coordinates N=9.654.520,52 and E=174.112, 73; of this point, with general direction northwest and distance of 14.57 meters, comes to point PI50, of coordinates N=9.654.535,01 and E=174.111, 15; of this point, with general direction north and distance of 5.45 metres, reaches point PI51, of coordinates N=9.654.540, 46 and E=174.111, 26; of this point, with general direction north-east and distance of 9.15 metres, comes to point PI52, of coordinates N=9.654.549, 32 and E=174.113,54; of this point, with general direction northeast and distance of 9.74 meters, reaches point PI53, of coordinates N=9.654.556,59 and E=174.120,02; of this point, with general direction northeast and distance of 13.81 meters, comes to the Point of Delivery of the Mauá UTE, of coordinates N=9.654.560, 83 and E=174.133, 17. The descriptions above are in accordance with the Drawing I-DE-4450.82-6521-942-PEN-400, with the system, of coordinates in the Transverse Universal Projection of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 57ºWGr, containing its respective constants in the value of 10,000 Km?N? and 500 km?E?

§ 2o The land areas to which the caput of this article is concerned, with approximately twenty-two thousand, nine hundred and sixty square metres and approximate extension of four hundred and eighty-four metres, situated in the State of Amazonas, in the Municipalities of Coari, Codajás, Anori, Anaman, Caapiranga, Manacapuru and Iranduba, necessary for the construction of the complementary facilities of the Urucu-Manaus pipeline, in the Coari-Manaus stretch, so describe and characterize:

I - Coari Delivery Point Area: land area with approximately three thousand, seven hundred and ninety square meters, with approximate extension of ninety-five meters and width of fifty-seven meters, located at the end of the Coari Ramal, from the Urucu-Manaus Gaspipeline, Coari-Manaus stretch, of irregular shape, located in the Municipality of Coari-AM, intended for the installation of the Coari Delivery Point, whose perimeter thus describes itself: departing from point A, of coordinates N=9.546.782, 38 and E=482.487, 87, with southeast course and distance of 47.00 meters, comes to point B, of coordinates N=9.546.777, 16 and E=482.534,58; of this point, with southwest course and distance of 24.50 meters, reaches point C, of coordinates N=9.546.752, 81 and E=482.531, 86; of this point, with southeast course and distance of 48 meters, comes to point D, of coordinates N=9.546.747, 49 and E=482.579,56; of this point, with northwest course and distance of 32 meters, reaches point E, of coordinates N=9.546.715, 68 and E=482.576,01; of this point, with northeast bearing and distance of 60.00 meters, comes to point F, of coordinates N=9.546.722, 33 and E=482.516, 38; of this point, with northwest course and distance of 11.50 metres, comes to point G, of coordinates N=9.546.733, 77 and E=482.517, 66; of this point, with north-east and distance of 35.00 meters, reaches point H, of coordinates N=9.546.737, 64 and E=482.482, 87; of this point, with northeast heading and distance of 45.00 metres, comes to point A, where the present description has started. The above coordinates are in the Transverse Universal Projection System of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing their respective constants in the value of 10,000 Km?N? and 500 km?E?;

II-Area of the Codajás Delivery Point: area of land with approximately three thousand, seven hundred and thirty-five square meters, with approximate extension of eighty eight meters and width of fifty and four meters, located at the end of the Codajás Ramal, of the Urucu-Manaus pipeline, Coari-Manaus stretch, of irregular shape, located in the Municipality of Codajás-AM, intended for the installation of the Codajás Point of Delivery, whose perimeter thus describes itself: departing from point A, of coordinates N=9.574.501, 48 and E=606.897, 60, with northeast bearing and distance of 7.75 meters, comes to point B, of coordinates N=9.574.506, 14 and E=606.903, 78; of this point, with southeast course and distance of 23.00 meters, comes to point C, of coordinates N=9.574.505, 23 and E=606.926, 77; of this point, with northeast bearing and distance of 12.00 meters, comes to point D, of coordinates N=9.574.517, 22 and E=606.927, 25; of this point, with southeast course and distance of 21.00 meters, comes to point E, of coordinates N=9.574.516, 39 and E=606.948, 23; of this point, with northeast direction and distance of 13.08 meters, comes to point F, of coordinates N=9.574.529, 46 and E=606.948, 75; of this point, with southeast course and distance of 38.00 meters, comes to point G, of coordinates N=9.574.527, 95 and E=606.986, 72; of this point, with southeast course and distance of 54.00 meters, comes to point H, of coordinates N=9.574.473, 99 and E=606.984,57; of this point, with northwest direction and distance of 88 meters, comes to point J, of coordinates N=9.574.477,50 and E=606.896, 64; of this point, with northeast direction and distance of 24.00 meters, comes to point A, where the present description has started. The above coordinates are in the Transverse Universal Projection System of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing their respective constants in the value of 10,000 Km?N? and 500 km?E?;

III-Anori Delivery Point Area: area of land with approximately three thousand, eight hundred and thirty-four square meters, with approximate extension of seventy and a meters and width of fifty and four meters, located at the end of the Anori Ramal, of the Urucu-Manaus pipeline, Coari-Manaus stretch, of regular format, located in the Municipality of Anori-AM, intended for the installation of the Anori Delivery Point, whose perimeter thus describes itself: departing from point A, of coordinates N=9.589.789, 23 and E=648.510, 70, with northeast direction and distance of 71.00 meters, arrives to point B, of coordinates N=9.589.800,55 and E=648.580, 78; of this point, with south-east and distance of 53.90 meters, comes to point C, of coordinates N=9.589.747, 36 and E=648.589, 47; of this point, with southwest course and distance of 71.00 meters, arrives-if to point D, of coordinates N=9.589.735, 93 and E=648.519, 39; of this point, with north-west direction and distance of 53.90 metres, comes to point A, where the present description has started. The above coordinates are in the Transverse Universal Projection System of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing their respective constants in the value of 10,000 Km?N? and 500 km?E?;

IV-Area of the Anaman Delivery Point: area of land with approximately five thousand, five hundred and twenty-six square meters, with approximate span of ninety-five meters and width of seventy meters, located at the end of the Anaman Ramal, of the Urucu-Manaus pipeline, of irregular shape-shaped Coari-Manaus, located in the Municipality of Anamã-AM, intended for the installation of the Anaman Point of Delivery, whose perimeter thus describes itself: departing from point A, of coordinates N=9.606.941, 21 and E=675.629, 26, with northeast bearing and distance of 45.00 meters, reaches point B, of coordinates N=9.606.979, 98 and E=675.652, 11; of this point, with north-west direction and distance of 25.00 meters, comes to point C, of coordinates N=9.606.992, 67 and E=675.630,57; of this point, with northeast bearing and distance of 50.00 meters, reaches point D, of coordinates N=9.607.035, 75 and E=675.655, 96; of this point, with southeast course and distance of 70.00 meters, comes to point E, of coordinates N=9.607.000, 21 and E=675.716, 27; of this point, with southwest direction and distance of 95.00 meters, reaches the point F, of coordinates N=9.606.918, 36 and E=675.668,03; of this point, with north-west direction and distance of 45 metres, comes to point A where the present description has started. The above coordinates are in the Transverse Universal Projection System of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing their respective constants in the value of 10,000 Km?N? and 500 km?E?;

V-Caapiranga Point of Delivery Point: land area with approximately two thousand and twenty-five square meters, with approximate extension of forty-five meters and width of forty-five meters, located at the end of the Caapiranga Ramal, of the Urucu-Manaus pipeline, Coari-Manaus stretch, of regular format, located in the Municipality of Caapiranga-AM, intended for the installation of the Caapiranga Delivery Point, whose perimeter thus describes itself: departing from point A, of coordinates N=9.635.727, 32 and E=698.263, 48, with southeast course and distance of 45.00 meters, arrives at the point B, of coordinates N=9.635.685, 89 and E=698.281,05; of this point, with southwest course and distance of 45.00 meters, comes to point C, of coordinates N=9.635.668, 31 and E=698.239, 63; of this point, with northwest bearing and distance of 45.00 meters, arrives- to point D, of coordinates N=9.635.709, 74 and E=698.222,06; of this point, with north-east direction and distance of 45.00 metres, comes to point A, where the present description has started. The above coordinates are in the Transverse Universal Projection System of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing their respective constants in the value of 10,000 Km?N? and 500 km?E?;

VI-Manacapuru Point of Delivery Point: land area with approximately two thousand and twenty-five square meters, with approximate span of forty-five meters and width of forty-five meters, located at the end of the Manacapuru Ramal, of the Urucu-Manaus pipeline, Coari-Manaus stretch, of regular format, located in the Municipality of Manacapuru-AM, intended for the installation of the Manacapuru Delivery Point, whose perimeter thus describes itself: departing from point A, of coordinates N=9.636.962,00 and E=760.600,00, with south bearing and distance of 45.00 meters, comes to point B, of coordinates N=9.636.917,00 and E=760.600,00; of this point, with west course and distance of 45.00 meters, comes to point C, of coordinates N=9.636.917,00 and E=760.555,00; of this point, with northbound and distance of 45.00 meters, comes to point D, of coordinates N=9.636.962,00 and E=760.555,00; of this point, with direction east and distance of 45.00 metres, reaches point A, where the present description took place. The above coordinates are in the Transverse Universal Projection System of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing their respective constants in the value of 10,000 Km?N? and 500 km?E?; and

VII-Iranduba Delivery Point Area: area of land with approximately two thousand and twenty-five square meters, with approximate span of forty-five meters and width of forty-five meters, located on the Km 7.2 of the guideline of the Ramal implantation track for Iranduba-AM, of the Urucu-Manaus pipeline, stretch Coari-Manaus, of regular format, located in the Municipality of Irandub-AM, intended for the installation of the Iranduba Delivery Point, whose perimeter thus describes itself: departing from point A, coordinates N=9.638.668, 39 and E=815.084, 19, with bearing southwest and distance of 45.00 meters, comes to point B, of coordinates N=9.638.643,03 and E=815.047,01; of this point, with northeast direction and distance of 45.00 meters, comes to point C, of coordinates N=9.638.680, 20 and E=815.021, 65; of this point, with course northeast and distance of 45.00 meters, reaches point D, of coordinates N=9.638.705,56 and E=815.058, 83; of this point, with southeast course and distance of 45.00 meters, reaches point A, where the present description has started. The above coordinates are in the Transverse Universal Projection System of Mercator-UTM, Datum Horizontal SAD-69, origin in Ecuador and Central Meridian of 63ºWGr, containing their respective constants in the value of 10,000 Km?N? and 500 km?E?

Art. 2o The Brazilian Oil S.A. -PETROBRAS, or company by it controlled, directly or indirectly, is authorized to promote, with own resources, amicably or judicially, the disappropriation, total or partial, or the institution of administrative servitude of which it treats art. 1o, may, including, invoke the urgency character for the purposes of provisional immission in the possession of the goods, pursuant to art. 15 of the Decree-Law no 3,365, of June 21, 1941, and of the Decree-Law no 1,075, of January 22, 1970.

Art. 3o This Decree comes into effect on the date of its publication.

Brasilia, September 4, 2008; 187the of Independence and 120o of the Republic.

LUIZ INÁCIO LULA DA SILVA

Edison Lobao