POZO CUITLAHUAC # 388 T.L 3.5CEMNTACION DE T.L 3.5 9.3#/P 8HR @ 2500 MTS.T.R 7'' 26#/P @ 1875 MTS. LODO 1.53 GR/CC AJUGERO 6 1/8'' EXC. 10 %

205 35.958805 Bls agua 65.071384 Bls de lechada.DEN. 1.89 8.33 15.7437AGUA 27.89 0.2258 6.297562REND. 50.47 0.0301538 1.5218623Q= 4 BPM.

390 SC 0 Bls agua 0 Bls de lechada.DEN. 0 8.33 0AGUA 0 0.2258 0REND. 0 0.0301538 0Q= 0 BPM.

57.5 MTS. CTO

3 1000 18.867925Q= 5 Bpm.

2451.65 3.28 0.0087 69.960284 BLS.DE DESP.43.35 3.28 0.0087 1.2370356 BLS DE CTO./ZAP.COP.

MTS. QUE HAY DE T.R ANT. AL FONDO620 3.28 0.0245 49.8232 BLS.

65.071384 10.26904 54.802344 BLS- EL 10 % E.54.802344 BLS. DE LECHADA DE 1.89 GR./CC

49.8232 0.0245 3.28 620 mts de cto.1.894.9791436 0.0264 3.28 57.501197 MTS.DE TRASLAPE / T.Rs

1875 57.501197 1817.4988 CIMA DE CTO DE 1.89 GR./CC

18.867925 0.0264 3.28 217.89455 mts de bache 1.65 Gr/cc.1875 1817.4988 217.89455 1599.6043 CIMA DEL BACHE

2451.65 3.28 0.4416 3551.087543.35 3.28 0.8208 116.70791

677.5012 3.28 0.8208 1823.985217.89455 3.28 0.7169 512.364211599.6043 3.28 0.6701 3515.815

5852.1642 3667.7954 2184.3687 PSI. DIF.

3m3 DE BACHE ESPACIADOR 1.70Gr/cc

0.0264 BLS/PCIMA DEL BACHE @ 1599.60CIMA DEL CTO. @ 1817 .49 MTS.

0.0087 BLS/P217.89 MTS. DE BACHE DE 1.65 GR./CC

T.R7''26#@ 1875 MTS.

0.0245 BLS.

620 MTS.

2451.65 MTS.43.35 MTS.

2495 MTS.

POZO CUITLAHUAC # 814 T.X.CCEMNTACION TXC @ 2651 MTS..T.R 7'' 29 #/P @ 2354 MTS..

155 SC. 27.2 Bls agua 49.2 Bls de lechada.DEN. 1.89 8.33 15.7437AGUA 27.89 0.2258 6.297562REND. 50.47 0.0301538 1.5218623Q= 3 BPM.

390 SC 0 Bls agua 0 Bls de lechada.DEN. 0 8.33 0AGUA 0 0.2258 0REND. 0 0.0301538 0Q= 0 BPM.

4 1000 25.157233Q= 4 Bpm.

1770.76 3.28 0.1127 654.57206 BLS.DE DESP.27.78 3.28 0.1127 10.269044 BLS DE CTO./ZAP.COP.

MTS. QUE HAY DE T.R ANT. AL FONDO1528.54 3.28 0.0772 387.05078 BLS.

93.89 10.26904 83.62096 BLS- EL 10 % E. 282 MTS.75.258864 BLS. DE LECHADA DE 1.89 GR./CC75.258864 0.0772 3.28 297.21212 mts de cto.1.89

1798.54 297.2121 1501.3279 CIMA CTO.1.89 Gr/cc250.11 0.0772 3.28 987.73379 mts. De cto 1.60

1501.328 987.7338 513.5942 CIMA DE CTO 1.60 Gr/cc.

37.73585 0.0772 3.28 149.02633 mts de bache 1.40 Gr/cc.513.5942 149.0263 364.5679 MTS.

1433.9722 3.28 0.5662 2663.0814269.4321 3.28 0.8208 725.37157987.7338 3.28 0.6961 2255.2017149.0263 3.28 0.6701 327.54908

3308.1224 2663.081 645.04136 PSI. DIF.

4m3 DE BACHE ESPACIADOR 1.75Gr/cc

.0252 BLS/F.T

.00742 BLS/F.T

T.R 7'' 29 #/P @ 2354 MTS.

.0245 BLS./F.T

POZO DRAGON #1CEMNTACION DE T.R 11 3/4'' 60#/P BCN. @ 1798.54 MTS..POZO 14 3/4'' LODO 1.30 GR./CC T.R 16'' 84#/P.

% DE EXCESO DE CEMENTO 10 %745 SC. 198.62 Bls agua 277.9 Bls de lechada.DEN. 1.6 8.33 13.328AGUA 42.39 0.2258 9.571662REND. 59.31 0.0301538 1.7884219Q= 5 BPM.

390 SC 54.84 Bls agua 93.89 Bls de lechada.DEN. 1.89 8.33 15.7437AGUA 22.36 0.2258 5.048888REND. 38.28 0.0301538 1.1542875Q= 5 BPM.

94.5679 MTS.DE AGUJERO 1.3

6 1000 37.735849 149 MTS. BACHE 1.40Q= 6 Bpm.

1770.76 3.28 0.1127 654.57206 BLS.DE DESP. 1.427.78 3.28 0.1127 10.269044 BLS DE CTO./ZAP.COP.

MTS. QUE HAY DE T.R ANT. AL FONDO 1.61528.54 3.28 0.0772 387.05078 BLS.

93.89 10.26904 83.62096 BLS- EL 10 % E. 1528.54 MTS 1.375.258864 BLS. DE LECHADA DE 1.89 GR./CC75.258864 0.0772 3.28 297.21212 mts de cto.1.89

1798.54 297.2121 1501.3279 CIMA CTO.1.89 Gr/cc250.11 0.0772 3.28 987.73379 mts. De cto 1.60

1501.328 987.7338 513.5942 CIMA DE CTO 1.60 Gr/cc. 1.891.9

37.73585 0.0772 3.28 149.02633 mts de bache 1.40 Gr/cc.513.5942 149.0263 364.5679 MTS.

14 3/4''1433.9722 3.28 0.5662 2663.0814

269.4321 3.28 0.8208 725.37157987.7338 3.28 0.6961 2255.2017149.0263 3.28 0.6701 327.54908

3308.1224 2663.081 645.04136 PSI. DIF.

6m3 DE BACHE ESPACIADOR 1.40 Gr/cc

.0847 BLS/F.T

.1127 BLS/F.T

T.R 16'' 84#/P@270 MTS.CIMA DE CTO. @513.5942 MTS.

.0772 BLS./F.T

987.7338 MTS DE CTO 1.60 GR./CC

CIMA DE CTO. @1501.328 MTS

COPLE @ 1770.76 MTS.27.78 MTS.

T.R 11 3/4'' 60# @1798.54 MTS 297.2121 MTS DE CTO. 1.89

14 3/4''

POZO CAÑON#11CEMNTACION DE T.R 7'' 26 #/P BCN. @ 2038.99 Mts.POZO 8 1/2'' LODO 1.48 Gr/cc T.R 9 5/8'' 36#/P @ 601 MtS.

% DE EXCESO DE CEMENTO 10 %160 SC. 44.19 Bls agua 62.21 Bls de lechada.DEN. 1.6 8.33 13.328AGUA 43.91 0.2258 9.914878REND. 61.82 0.0301538 1.8641079Q= 4 BPM.

120 SC. 16.87 Bls agua 28.9 Bls de lechada.DEN. 1.89 8.33 15.7437AGUA 22.36 0.2258 5.048888REND. 38.28 0.0301538 1.1542875Q= 4 BPM.

1.48 1.5124.98 mts de agugero

3 1000 18.867925Q= 5 Bpm. 1.55

2010.15 3.28 0.0382 251.86375 BLS.DE DESP.28.84 3.28 0.0382 3.6135366 BLS.

1442 3.28 0.0226 106.89258 BLS. 1.6

28.9 3.613537 25.286463 BLS. 1442 MTS.

22.77 0.0226 3.28 307.17138 mts de cto.1.892043 307.1714 1735.8286 CIMA CTO.1.89 Gr/cc

55.99 0.0226 3.28 755.31513 mts. De cto 1.601735.829 755.3151 980.5139 CIMA DE CTO 1.60 Gr/cc.

1.918.86792 0.0226 3.28 254.53162 mts de bache 1.55 Gr/cc.980.5139 254.5316 725.9823 MTS. 1.89

8 1/2'' @ 2043 MTS.1284.17 3.28 0.6442 2713.4204 CAP..0702 BLS/F.T

274.32 3.28 0.8208 738.53089755.31 3.28 0.6961 1724.5298254.53 3.28 0.6701 559.43861

3022.4993 2713.42 309.07934 PSI. DIF.

3m3 DE BACHE ESPACIADOR 1.55 Gr/cc

.0297 BLS/F.T

.0382 BLS/F.T

T.R9 5/8'' 36# @601 MTS.cima cto @ 980.51 mts.

.0226 BLS/F.T254.53 mts de bache 1.55 gr/cc

755.31 mts de cto.1.60 gr/cc

COPLE @ 2010.15 MTS.28.84 MTS.

T.R 7'' @2038.99 MTS 307.17 mts de cto 1.89 gr/cc.

4.01 MTS.8 1/2'' @ 2043 MTS.

CAP..0702 BLS/F.T

POZO CUITLAHUAC # 770CEMNTACION DE T.R 9 5/8'' 36#/P @1250 MTS.POZO 12 1/4'' LODO 1.20 GR./CC T.R 13 3/8'' 54.5#/P.

% DE EXCESO DE CEMENTO 10 %315 86.991509 Bls agua 122.473585 Bls de lechada.

DEN. 1.60 8.33 13.328AGUA 43.91 0.2258 9.914878REND. 61.82 0.0301538 1.8641079Q= 4 BPM.

325 45.704403 Bls agua 78.24 Bls de lechada.DEN. 1.89 8.33 15.7437AGUA 22.36 0.2258 5.048888REND. 38.28 0.0301538 1.1542875 1.2 1.2Q= 4 BPM.

5 1000 31.446541 1.4Q= 6 Bpm.

1216.77 3.28 0.0773 308.50473 BLS.DE DESP.28.93 3.28 0.0773 7.3350279 BLS DE CTO./ZAP.COP.

MTS. QUE HAY DE T.R ANT. AL FONDO 1.61100 3.28 0.0558 201.3264 BLS.

78.24 7.335028 70.904972 BLS- EL 10 % E.63.82 BLS. DE LECHADA DE 1.89 GR./CC63.82 0.0558 3.28 348.69744 mts de cto.1.891250 348.6974 901.3026 CIMA CTO.1.89 Gr/cc

110.22 0.0558 3.28 602.2161 mts. De cto 1.60901.3026 602.2161 299.0865 CIMA DE CTO 1.60 Gr/cc. 1.89

150 3.28 0.0558 27.45363.99 0.0646 3.28 18.830703 mts de bache 1.40 Gr/cc.150 18.8307 131.1693 MTS.

12 1/4''1085.63 3.28 0.5195 1849.87 1250 mts.

314.06 3.28 0.8208 845.51987602.23 3.28 0.6961 1375.0164168.86 3.28 0.6078 336.63659

2557.1728 1849.87 707.30282 PSI. DIF.

5m3 DE BACHE ESPACIADOR 1.40 Gr/cc

168.86 mts de bsche 1.40

cima @ 299.085 mts.

1100 MTS602.22 mts. De cto 1.60

348.70 mts de cto 1.89

COPLE @ 1216.77 MTS.28.93 MTS.

1245.70 MTS.

12 1/4''1250 mts.

POZO CUITLAHUAC # 842CEMNTACION DE T.R 7 '' 29 #/P @2535 MTS.POZO 8 1/2 '' LODO 1.40 GR./CC T.R 9 5/8 '' 36 #/P.

% DE EXCESO DE CEMENTO 10 %110 SC. 30.37 Bls agua 42.76 Bls de lechada.DEN. 1.60 8.33 13.328AGUA 43.91 0.2258 9.914878REND. 61.82 0.0301538 1.8641079Q= 4 BPM.

140 SC. 24.5 Bls agua 44.43 Bls de lechada.DEN. 1.89 8.33 15.7437AGUA 27.89 0.2258 6.297562REND. 50.47 0.0301538 1.5218623 1.4 1.4 1250 MTSQ= 4 BPM.

254.53 mts de bsche 1.50

3 1000 18.867925 cima @ 1508.96 mts.Q= 5 Bpm. 1.5

2496.2 3.28 0.0371 303.75759 BLS.DE DESP.28.8 3.28 0.0371 3.5046144 BLS DE CTO./ZAP.COP.

MTS. QUE HAY DE T.R ANT. AL FONDO1,285 3.28 0.0297 125.17956 BLS. 1,285 MTS

519.10 MTS44.43 7.335028 37.094972 BLS- EL 10 % E. 1.6

36.837 BLS. DE LECHADA DE 1.89 GR./CC 496.937736.837 0.0226 3.28 496.93773 mts de cto.1.89

2525 496.9377 2028.0623 CIMA CTO.1.89 Gr/cc COPLE @ 2496.2 MTS.38.48 0.0226 3.28 519.10209 mts. De cto 1.60 28.80 MTS.

2028.062 519.1021 1508.9599 CIMA DE CTO 1.60 Gr/cc. 1.89 2525 MTS.254.53 3.28 0.0226 18.8678

18.86 0.0226 3.28 254.42478 mts de bache 1.40 Gr/cc.254.42 18.8307 235.5893 MTS.

8 1/2"1254 3.28 0.5195 2136.7658 2535 MTS

495.93 3.28 0.8208 1335.1546519.1 3.28 0.6961 1185.2133

254.53 3.28 0.6078 507.4265164.56 4969.48 587.36 PSI. DIF.

3 m3 DE BACHE ESPACIADOR 1.50 Gr/cc

2496.2 3.28 0.0371 4969.48