PECB -26

CA

NA

L

US 62US 285

US 6

2 BN

SF R

.R.

Pecos River

CID Boundary

PECB-32

PECB-35PECB-33

PECB-29

PECB-30

PECB-26

PECB-34

PECB-31

PECB-28

PECB-27

PECB-25

2009 Digital Orthophotography

R26E

Scale1 inch = 300 feet

Grid Interval = 1000’

Features Are Shown UsingNew Mexico State Plane Coordinate System,

East Zone, NAD 1983

CID Section Three (T22) Location Map

T22S

T21S

T23S PECB-28

Pecos River Stream System Hydrographic Survey

Carlsbad Irrigation District, Section 3 - T22S

Litigation and Adjudication Program

Pecos Bureau

2011

Office of the State EngineerJohn R. D’Antonio, Jr., P.E., State Engineer

STATE OF NEW MEXICO

R28ER27E

Legend

Point of Diversion

CID Canals/Ditches

Carlsbad Irrigation District Boundary

Tract BoundariesSurface Water Only

Supplemental Groundwater

Resevoir

No Right

22.27.21-E10

B 0.10 ac.

22.27.21-E21

A 0.10 ac.

22.27.21-E21

A 0.26 ac.

22.27.21-E26A

A 0.16 ac.

17 16

T22S

T22S

R27E R27E212018 17

T22S

T22S

R27E R27E2019

16 15

T22S

R27E R27E2221

C-00114C-00074

C-00066

C-01578

C-00292

C-00747

C-00009

C-01275

C-00292S

C-00016

C-00292S-2

22.27.21-F

A 82.12 ac.

22.27.21-A

A 76.90 ac.

22.27.17-D

A 72.00 ac.

22.27.20-B

A 69.02 ac.

22.27.16-C

A 43.32 ac.

22.27.16-A

A 39.60 ac.

22.27.16-B

A 38.07 ac.

22.27.17-G

A 34.01 ac.

22.27.21-A

A 33.00 ac.

22.27.21-C

A 33.00 ac.

22.27.21-A

A 30.40 ac.

22.27.21-A

A 30.25 ac.

22.27.17-B

A 25.00 ac.

22.27.16-A

A 24.99 ac.

22.27.21-A

A 24.87 ac.

22.27.20-A

A 22.79 ac.

22.27.21-D

A 20.00 ac.

22.27.21-F

A 19.74 ac.

22.27.16-D

A 15.70 ac.

22.27.20-A

A 14.80 ac.

22.27.20-A

A 14.01 ac.

22.27.20-A

A 13.74 ac.

22.27.21-E8

A 11.20 ac.

22.27.17-A

A 9.77 ac.

22.27.21-A

B 9.70 ac.

22.27.16-A

A 8.65 ac.

22.27.17-A

A 8.43 ac.

22.27.21-E8

A 8.60 ac.

22.27.21-F

A 6.11 ac.

22.27.21-F

A 6.03 ac.

22.27.21-E34

A 6.00 ac.

22.27.17-H

A 5.00 ac.

22.27.21-A

A 4.88 ac.

22.27.17-H1

A 5.00 ac.

22.27.16-D

A 11.57 ac.

22.27.21-E33

A 4.89 ac.

22.27.16-F

A 3.90 ac.

22.27.21-E35

A 4.60 ac.

22.27.21-E30

A 4.45 ac.

22.27.21-E16

A 4.30 ac. 22.27.21-E20A

A 4.65 ac.

22.27.17-A

B 3.48 ac.

22.27.17-C

A 3.32 ac.

22.27.21-F

B 2.76 ac.

22.27.21-E24

A 3.00 ac.

22.27.21-E18

A 3.00 ac.

22.27.21-E17

A 2.74 ac.

22.27.21-E31

A 2.50 ac.

22.27.21-E32

A 1.88 ac.

22.27.21-E29

A 6.01 ac.

22.27.21-C

B 4.37 ac.

22.27.21-E28

A 4.38 ac.

22.27.21-E4

A 3.42 ac.

22.27.17-H2

A 3.40 ac.

22.27.17-H4

A 3.40 ac.

22.27.21-E7

A 3.29 ac.

22.27.21-E10

A 3.00 ac.

22.27.21-E17

A 2.86 ac.

22.27.21-E22

A 3.14 ac.

22.27.21-E12

A 2.84 ac.

22.27.21-E6A

A 2.87 ac.

22.27.21-E3

A 2.45 ac.

22.27.21-E2

A 4.00 ac.

22.27.21-E11

A 2.50 ac.

22.27.21-E6

A 2.20 ac.

22.27.21-E9

A 2.14 ac.

22.27.21-E5

A 2.11 ac.

22.27.16-C

A 1.93 ac.

22.27.21-E21

A 2.20 ac.

22.27.21-E13

A 2.38 ac.

22.27.21-E

A 2.78 ac.

22.27.16-B

A 1.61 ac.

22.27.16-C

A 1.61 ac.

22.27.21-E30

A 1.85 ac.

22.27.21-E1

A 2.14 ac.

22.27.16-B

A 1.50 ac.

22.27.21-E18

A 1.50 ac.

22.27.16-A2

A 1.40 ac.

22.27.21-F

B 1.24 ac.

22.27.21-E19

A 1.45 ac.

22.27.16-A2

A 1.34 ac.

22.27.21-E25

A 2.45 ac.

22.27.21-E8

A 1.20 ac.

22.27.21-E6B

A 3.00 ac.

22.27.21-E28

A 1.18 ac.

22.27.17-A1

A 1.10 ac.

22.27.16-C

A 0.98 ac.

22.27.21-E19

A 1.13 ac.

22.27.21-E15

A 1.07 ac.

22.27.21-E20B

A 1.70 ac.

22.27.17-A1

A 0.92 ac.

22.27.21-E9

A 0.86 ac.

22.27.21-E5

A 0.80 ac.

22.27.16-A1

A 0.65 ac.22.27.16-A1

A 0.61 ac.

22.27.21-E3

A 0.55 ac.

22.27.17-A1

A 0.41 ac.

22.27.21-E4

A 0.48 ac.

22.27.17-A

B 0.33 ac.

22.27.21-E6A

A 0.38 ac.

22.27.16-B

A 0.30 ac.

22.27.21-E14

A 2.00 ac.

22.27.17-A

B 0.29 ac.

22.27.17-A1

A 0.27 ac.

22.27.16-C

B 0.19 ac.

22.27.21-C

C 0.11 ac.

CALVANI RD.

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LATERAL 9

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575000

575000

576000

576000

577000

577000

578000

578000

579000

579000

580000

580000

581000

581000

582000

582000

583000

583000

584000

584000

585000

585000

586000

586000

587000

587000

49

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49

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1:3,600

300 3000

Feet