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TOROYACO 4

Schema Dates

Elevations (ft) KB 1734 Gr 1718.6 KbGr 15.4 Co!ntr" Colombia Contract CPR Santana

# Re$ion Putumayo N 603.507.91

17 1/2" Hole 1468! %iel& o#oya$o % 1.063.324.2

13 3/8" C&'. 1381.3! 'mas Tree Desin$

13 3/8"(loat $olla#1383.2! E!iment

13 3/8" C&'. 1465.9! * 1 ubin' Hea) (P*C 13 5/8" 3+ R*57 , 11" 5+ R

13 3/8" Soe 1468! 2 ate ale 2 1/16" 5+ R*24 ma#$a a#tn

1 Comanion (lan'e 2 1/16" 5+ , 2" P

2 ate ale 2 9/16" 5+ R27 ma#$a a#tn S/N1

1 ate ale 2 1/16" 5+ R24 ma#$a a#tn

+ 1 ee &tu))e) 2 9/16" 5+ R27 , 2 1/16" 5+

12 1/4" Hole 6858! 1 ottom ole te&t a)ate# 2 9/16" 5+ R*27 , 2 7/8" %% S/N

9 5/8" C&'. 6858! 1 Comanion (lan'e 2 1/16" 5+ , 2" P

9 5/8" Soe 6858! 4 1 Nee)le ale +( 0*10.000 &i , 1/2" nt

Cement 1 P#e&&u#e 'au'e 0*3000 , 1/2" nt

Comletion Strin

,E!iment

O-D- .-D- Drift %rom T

(inch) (inch) (inch) (ft) (f

/ # ubin' Han'e# 11 15

* ubin' 3 1/2 2.9844 16 648

+ Pu oint 3 1/2 6487.3 649

4 :*oe# 3 1/2 6491.3 649

, ;*ool 3 1/2 6492.0 649

0 /

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Caballo& A Comments

9370 * 9390 Sli$e at 4800Bt ?it ne? $able

Secial 9or:s

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%eb #/ ? 3#

S!& +ay 02/96

%inish Drl- Fu' 02/96

1 On >ro&- Fu' 29/96

Descrition

*54 an) -/2 2 1/16" 5+ R*24 S/N96052987

3440*0003 ma&te# S/N13440*0002 &uabo

95112494

o 7en$->roerties

) (ft)

16 0.9 11*5+ , 3 1/2" %% , 2 7/8" %%

7.3 6471.4 9.3G/BtA N*80A %%A 216 nt&.

1.3 4 9.3G/BtA N*80A %%A 1 nt.

2.0 0.7 3 1/2" , 3 1/2" N , 3 1/2" %%

6.9 4.9

8.5 1.6

3.4 24.9 150 *2200 =*01136

7.4 4.0 P=NFR 41*17699

3.7 6.3 SC2H 31*878540.0 6.3 SC2 31*87853

6.5 26.5 I+% 21I*34544

6.0 68.07

6.0 2

2.0 2

02

a& serial Rer!n

7en$th (ft)

a& t"e

Cable ban& material

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'e to %SP

n'e to %SP

'e %SP

Casin$ Data

Si6e

- 9t Gr& Th& nts-

54.5 I*55 8R< C R3 37

47 P*110 C 160

29 N*80 8R< C R3 67

?ft G!n T"e State

P#o)u$in'

P#o)u$in'

Fban)one)

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TOROYACO 4

Schema Dates

Elevations (ft) KB 1734 Gr 1718.6 KbGr 15.4 Co!ntr" Colombia Contract CPR Santana

# Re$ion Putumayo N 603.507.91

17 1/2" Hole 1468! %iel& o#oya$o % 1.063.324.2

13 3/8" C&'. 1381.3! 'mas Tree Desin$

13 3/8"(loat $olla#1383.2! E!iment

13 3/8" C&'. 1465.9! * 1 ubin' Hea) (P*C 13 5/8" 3+ R*57 , 11" 5+ R*

13 3/8" Soe 1468! 2 ate ale 2 1/16" 5+ R*24 ma#$a a#tn

1 Comanion (lan'e 2 1/16" 5+ , 2" P

2 ate ale 2 9/16" 5+ R27 ma#$a a#tn S/N13

1 ate ale 2 1/16" 5+ R24 ma#$a a#tn

1 ee &tu))e) 2 9/16" 5+ R27 , 2 1/16" 5+

12 1/4" Hole 6858! 1 ottom ole te&t a)ate# 2 9/16" 5+ R*27 , 2 7/8" %% S/N 9

9 5/8" C&'. 6858! 1 Comanion (lan'e 2 1/16" 5+ , 2" P

9 5/8" Soe 6858! + 1 Nee)le ale +( 0*10.000 &i , 1/2" nt

Cement 1 P#e&&u#e 'au'e 0*3000 , 1/2" nt

Comletion Strin

4E!iment

O-D- .-D- Drift %rom T

(inch) (inch) (inch) (ft) (f

, # ubin' Han'e# 11 15.0

* ubin' 3 1/2 2.992 2.867 15.9 6A4

+ :*oe# 3 1/2 6A487.1 6A4

4 ;*ool 7 5/7 6A487.7 6A4

,

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Caballo& A Comments

9370 * 9390 Sli$e at 4800Bt ?it ne? $able

Secial 9or:s

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9/13

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5ar 3+ ? 3#

S!& +ay 02/96

%inish Drl- Fu' 02/96

1 On >ro&- Fu' 29/96 AEI

Descrition

4 an) -/2 2 1/16" 5+ R*24 S/N96052987

440*0003 ma&te# S/N13440*0002 &uabo

112494

o 7en$->roerties

) (ft)

15.9 0.9 11*5+ , 2 7/8" %% , 3 1/2" %%

87.1 6A471.2 9.3G/BtA N*80A %%A 216 nt&.

87.7 0.6 3 1/2" N , 3 1/2" %%

92.1 4.3 =n&e$tione) by F ool&

92.6 0.5 C(A +o)el P

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e to %SP

'e to %SP

e %SP

Casin$ Data

Si6e

- 9t Gr& Th& nts-

54.5 I*55 8R< C R3 37

47 P*110 C 160

29 N*80 8R< C R3 67

ft G!n T"e State

P#o)u$in'

P#o)u$in'

Fban)one)

eb#ua#y 2001.

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TOROYACO 45a" 3# ? 3+

Schema DatesElevations (ft) KB 1734 Gr 1718.6 KbGr 15.4 Co!ntr" Colombia Contract CPR Santana S!& +ay 02/96

# Re$ion Putumayo N 603.507.91 %inish Drl- Fu' 02/96

17 1/2" Hole 1468! * %iel& o#oya$o % 1.063.324.21 On >ro&- Fu' 29/96

13 3/8" C&'. 1381.3! 'mas Tree Desin$

13 3/8"(loat $olla#1383.2! E!iment Descrition

13 3/8" C&'. 1465.9! 1 ubin' Hea) (P*C 13 5/8" 3+ R*57 , 11" 5+ R*54 an) -/2 2 1/16" 5+ R*24 S/N96052987

13 3/8" Soe 1468! 2 ate ale 2 1/16" 5+ R*24 ma#$a a#tn

1 Comanion (lan'e 2 1/16" 5+ , 2" P

2 ate ale 2 9/16" 5+ R27 ma#$a a#tn S/N13440*0003 ma&te# S/N13440*0002 &uabo

+ 1 ate ale 2 1/16" 5+ R24 ma#$a a#tn

1 ee &tu))e) 2 9/16" 5+ R27 , 2 1/16" 5+

12 1/4" Hole 6858! 1 ottom ole te&t a)ate# 2 9/16" 5+ R*27 , 2 7/8" %% S/N 951124949 5/8" C&'. 6858! 1 Comanion (lan'e 2 1/16" 5+ , 2" P

9 5/8" Soe 6858! 1 Nee)le ale +( 0*10.000 &i , 1/2" nt

Cement 1 P#e&&u#e 'au'e 0*3000 , 1/2" nt

Comletion Strin$

E!imentO-D- .-D- Drift %rom To 7en$-

>roerties(inch) (inch) (inch) (ft) (ft) (ft)

# ubin' Han'e# 11 15.00 15.40 0.40 11*5+ , 3 1/2" %% , 2 7/8" %%

* :*oe# 3 1/2 2.441 15.40 16.40 1.00 2 7/8" P=N , 3 1/2" P=N

A 4 + ubin' 2 7/8" &e) 2 7/8 2.441 16.40 4A251.69 4A235.29 6.5 G/BtA N*80A %%A 137 nt.

4 ubin' 2 7/8" 2 7/8 2.441 4A251.69 8A946.10 4A694.41 6.5 G/BtA N*80A %%A 151 nt.

, Caity Eet Pum 4 1/4 2.290 8A946.10 8A953.66 7.56 -FSA/ ubin' 2 7/8" 2 7/8 2.441 8A953.66 8A985.30 31.64 6.5 G/BtA N*80A %%A 1 nt.

0 e#&ot Seal e# 5 7/8 2.360 9A018.30 9A022.63 4.33 H%SA 7" 23*29 : 2 7/8"A 12RH7002*H

#3 :*oe# 2 7/8 1.995 9A022.63 9A023.36 0.73 2 7/8" : , 2 3/8" P=N

## ubin' 2 3/8" 2 3/8 1.995 9A023.36 9A052.50 29.14 4.7 G/BtA N*80A %%A %-A 1 nt.

, #* Sli)in' Sleee Si)e 2 3/8 1.995 9A052.50 9A056.53 4.03 H%SA 2 3/8"A 621: