Binder (folder 2 of 2)

(1)

1.

•

UNITED STATES

DEPARTMENT OF THE INT.L„RIOR BUREAU OF RECLAMATION

'PROJECT, UTAH CONTRACT 1FTWEEN THE UNITED STATES

'AND - IRRIGATION COMPANY

RELATING TO EXCHANGE AND ADJUSTMENT OF WATER RIGHTS

THIS CONTRACT, made this day of

in pursuance of the Act of June 17, 1902 (32 Stat. 388) and acts amendatory thereof or supplementary thereto, particularly the

•

'Act of April 11, 1956 (Public Law 485, 84th Congress), between THE UNITED STATES OF AMERICA, herein styled the United States, act-ing in this behalf by the Regional.Director, Region Bureau of Reclamation, Department of the Interior, hereinafter referred to as

the Regional Director, and the

IRRIGA-TION COMPANY, a corporation organized under the laws of the State of

with its place of business at ₄ herein styled

the Company:

• WUNESSETHI.That:

•'2. WHEREAS, the United States is planning the construction

of the : project, herein styled project, including

facil-ities which will be used, among other purposes, to deliver water into the Company canals, commonly known as the

and , also private ditches listed as

and ,and

•

(2)

G)

3.

_{WHEREAS, the Company has certain water rights in the}

flow of by

District Court of

referred to in that certain decree

on _{", in the}

in and for the County of water right applications as listed:

No. No. No. No. No. and certain

4, WHEREAS, in order that there will be adequate water

supply for the project, it is necessary to establish the amount of water that the Company will receive under the above-mentioned decree and applications when said project is constructed and in operation.

5.

_{NOU, =BEFORE, in consideration of the mutunl and}

de-pendent stipulations herein contained, it is agreed by and between the parties laereto as follows:

6.

_{Pursuant to and by virtue Of continued diversions}

under and in accordance with the above-mentioned decree and water right applications, the Company claims a right to a _{:.f.s. flow} of

rights as follows:

at U.S.G.S. Gaging Station _near

and the Company agrees with respect to its water

a. The irrigation season is from to _of

(3)

,

.

-0

acres and the annual irrigation demand for such land as it applies

to decreed and application water, is acre-feet per acre at the

diver-sion point for the irrigation season, limited to a maximum of c.f.s.

measured at the Company's headgate diversion point. During the

non-Irrigation

season, the Company's use for domestic and stock-watering

purposes is . for said nonirrigation season.

b. Under project operation and within the limits of its

decreed and. right in the Company must

call for its water according to the following schedule:

- •

-(1) During April) not to exceed of its

annual irrigation demand, or not to exceed acre-feet;

(2) During May, not to exceed of its

annual irrigation demand, or nct to exceed acre-feet;

(3) During June, not to exceed of its

annual irrigation demand, or not to exceed

• acre-feet;

(4)

During July through October,. not to exceed

Its decreed and application water rights in :1 as limited in subarticle "a" above.

The Company may, however, vary the percentages mentioned

above in sub-paragraphs numbered 1, 2, and

3

for the particular months

to meet their irrigation needs provided their total demand up until

June 30 shall not exceed _{of its annual irrigation demand. These}

percentages of demand hereinabove set forth may further be modified and increased by mutual agreement of the Company, Uhi- ed States, and the Conservancy District in unusual years of drought or below normal early spring runoff.

(4)

C. The amount of water that the Company will call for as provided above is hereinafter called Company water and the Company

hereby quitclaims to the United States its right to amounts _{of water}

.in excess thereof and agrees that such excess water will become part

of the project water supply, and further agrees to execute _any

appropri-ate conveyance or assignment to the United Stappropri-ates of its wappropri-ater rights representing such excess water.

7.

_{The United States agrees, in the operation of the project,}

to deliver Company water, as established by this agreement, _at

exist-ing diversion points of canals listed in Article 2, or at such location

hereafter agreed upon by the parties hereto, through _facilities

con-structed by the United States.

8.

_{The United States shall install a measuring device to}

regulate and measure the flow of water into the _{said Company canal}

ithed

_{ty both parties.}

9. It

_{is understood and agreed by the parties .hereto}

that ei.ert,ain .actions will have to be taken as follows:

a. The Company shall make application to the State Engineer

of

for a change in the point of diversion of its

water as may be necessitated by the construction _{of the facilities by}

the United States. The United States will _{furnish the engineering}

information and detail necessary for the application.

b. Upon completion of the construction _{of the facilities}

to serve the Company and _{the action described in subarticles}

"a"

14

(5)

and "b" abovc iftve been taken, the United States and the Company iill advise the Water Commissioner of all actions taken and furnish him operating criteria to be followed in satisfying the Company's rights, and the exchange to be made pursuant to this contract.

The Company canals may need some rehabilitation and The extent of such rehabilitation and shall be determined by the United States after consultation with the board of directors of the Company and shall be perforwed without expense to the Company. Should it be necessary to convey the title of the Company's canal to the United States in order to undertake the rehabilitation and lining, the Company agrees to make such conveyance; provided, however, that the Company shall operate and maintain such canal at its own expense after such rehabilitation work has been performed.

11. The liability of the United States under this contract is contingent on the necessary appropriation and reservation of funds being made therefor.

12. It is understood that the covenants and agreements here-in are made here-in anticipation of and. are conditional upon, the comple-tion

or

_{the constImetion of tlie project.}

13. The Company warrants that no person or selling agency has been employed or retained to solicit or secure this contract upon . an agreement or understanding for a commission, percentage, brokerage,

or contingent fee, excepting bona fide employees or bona fide estab-lished commercial or selling agencies maintained by the Company for the

•

(6)

purpose of securing business. For breach or violation of this war-ranty, the United States shall have the right to annul this contract .without liability or in its discretion to require the Company to pay,

in addition to the contract price or consideration, the full amount of such commission, percentage or contingent fee.

14. NO member of or Delegate to Congress or Resident Com-missioner shall be admitted to any share or part of this contract or to any benefit that may arise herefrom, but this restriction shall not be construed to extend to this contract if made with a corporation or company for its general benefit.

15. The provisions of this contract shall apply to and bind the successors and assigns of the parties hereto, but no asignment or transfer of this contract, or any part thereof, or interest therein shall be valid until approved by the United States.

IN WilEESS WHEREOF, the parties hereto have caused these presents to be signed by their proper officers thereunto duly auth-orized the day and year first above written.

TEE UNXTbD STATES OF AMERICA

(SEAL)

ATTEST: bucreta/J

6

13 '1 isi Regional Director Bureau of Reclamation IRRIGATION COMPANY By President •

(7)

‘11 • it .• •

JOHN A. LOVE Governor

• DIVISION OF WATER RESOURCES

GEORGE F. BARCLAY P.E. IRRIGATION DIVISION ENGINEER

P. 0. BOX 551

DURANGO, COLORADO 81302 OFFICE: 247-3770 HOME: 247-5821

November 22, 1971

SUMMATION OF CANAL AND RESERVOIR OPERATION IN ACRE FEET BY THE MONTEZUMA VALLEY IRRIGATION COMPANY FOR

THE PERIOD NOVEMBER 1, 1970 TO OCTOBER 31, 1971

Name of Canal Total Amount Diverted

Or Reservoir From River

Main No. 2 80,218 Main No. 1

•

52,882 Groundhog Narraguinnep, 19,050 + 1,500 Totten, 3,302 + 784 C'. i. Kiiirrn Sint" I wimp', Amount Diverted From Storage

Net Amount Duty

of River of

Water Acres Water

15,192 65,026

52,882

Net Amount From River 117,908

15,192 20,550) 4,086) less 24,636 Total Storage 39,828 Diverted to Cortez 1,600 Diverted to Totten 4,086 93,272 Total 5,686 - 5,686

Total Stream Flow Storage 87,586 39,828 35,000 35,00O 2 ), 1.14

TOTAL USE OF WATER FROM RIVER AND STORAGE 127,414 35,000 3.64

•

GEB:TAK/nlf

GEOR E E. BARCLAY DIVISION ENGINEER

(8)

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JOHN A. LOVE Governor

DIVIS:ON OF WATER RESOURCES

GEORGE E. BARCLAY P.E. IRRIGATION DIVISION ENGINEER

P. 0. BOX 551

DURANGO, COLORADO 81302 OFFICE: 247-3770 HOME: 247-5821

December 2, 1970

SUMMATION OF CANAL AN Q RESERVOIR OPERATION IN ACRE FEET BY

THE MONTEZUMA VALLEY IRRIGATION COMPANY FOR

THE PERIOD NOVEMBER 1, 1969 TO OCTOBER 31, 1970

C. J. KUIPER State Engineor

Net Amount

Duty

Name of Canal

Total Amount Diverted

Amount Diverted

Of River

Of

Or Reservoir

From River

From Storage

Water

, Acres Water

Main No. 2

74,718

9,351 .

65,367

Main No. 1

39,163

Net Amount From River

104,538

• Groundhog

9,351

Narraguinnep, 19,050 - 1,000

18,050

Totten, 3,302 - 1,600

1,702

Total Storage

29,103

Diverted to Cortez

1,600

Diverted to Totten

1,702 104,538

TOTAL

3,302

-

3,302

STREAM FLOW

101,236

STORAGE

29,103

TOTAL USE OF WATER FROM RIVER AND STORAGE

130,339

• GEORGE E. BARCLAY

DIVISION ENGINEER

35,000

3.20 35,000

.83

35,000

3.74 GEB:alf

(12)

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Office of State Engineer

flivar flP

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Crock near

age r to

DOLORES, COLORADO

Cage

0 height ci •

1 te

2 3 6 7 4•414 ? APR. once

twice a day by—

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(r)iviONTE7U11A VALLEY.11),.;\ I Water stagerecorder Sta.,'Ohan.S..._1-V_Pe‘,.

4

, CCT. N CV. _.., :,...".::c. JAN. FEB. MAR.

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0 Drainage area i OCT. 1 4 G---fe_"6 belzht — Dire. • -5 (1)1°. 6 —

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(18)

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rehurocesnamai anituaiunani

of -Water 'Resources 3ce of State Engineer

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(19)

61L E I CANAL NARRAGUINNEP RES'L. Drainage area ..square miles. Water stage recorder STEPHENS TYPE L, 6

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II

OCT. NOV. DEC.

ii

JAN. FEB. MAR...

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feet . , Maximum I . Minimum I I

(20)

•

rc (7,N, 7,1 (.7•7;) 06.1 •-• ..4. ... 44.4 \I•1.4ili

OUTLET CANAL NARRAGUINNEP RESE

to 4. ,...),401, LID • • ,••• M.. 6. S., .6 • 01 .1 %Nei ,o,w4 ‘61 ,0

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Drainage area _square mi:cs. Water stage recorder SIE.1_3HF_NS TYPE L 6 PlA c.!

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(21)

77,

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aice of - State Engineer

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(22)

-JOHN A. LOVE Governor

• DIVISION OF WATER RESOURCES

GEORGE E. BARCLAY P.E. IRRIGATION DIVISION ENGINEER

P. 0. BOX 551 DURANGO, COLORADO 81302 OFFICE: 247-3770 HOME: 247-5821

November 17, 1969

SUMMATION OF CANAL AND RESERVOIR OPERATION IN ACRE FEET BY

• THE MONTEZUMA VALLEY IRRIGATION COMPANY FOR

1968

C. J. KUIPER State Engineer

Name of Canal

Total Amount Diverted

or Reservoir

FrOm . RiVer .

Amount Diverted

FroM'StOrage

Net Amount

of River

'Water

— ACres

Duty

of

Water

Main #2

79,396

10,256

69,140

eain #1

49,500

49,054

Net Amount from River

118,194

Groundhog

.10,256:

Narraguinepp 19,050 - 8,500

10,550.

Totton 3,302 - 1,600

1,702

Total Storage

22,508

Diverted to Cortez

1,600

Diverted to Totton

1,702

118,194

Total

• 3,302

3,302

Stream Flow

114,892

35,000

3.29 Storage

22,508

35,000

.64

• TOTAL USE FROM RIVER AND STORAGE

_137,400

_35,000

_3.93

Sincerely yours,

George E. Barclay

Division Engineer

(23)

• . • JOHN A. LOVE Governor

•

A. RALPH OWENS State Engineer

DIVISION OF WATER RESOURCES

101 COLUMBINE BUILDING 1845 SHERMAN STREET DENVER, COLORADO 80203 Box

551,

Durango Color ado November

19, 1968 •

SUMATION OF CANAL AND RESEMTOIR 02.thITION IN ACRE FEET BY TIE MONTE=

_vAlloz

_{IRRIGATION COLEDANY}

FOR. 1967

Tame of Canal or Total amount diverted Amount diverted New amount Acres Duty

Reservoir from P4ver. from Storage _{of River Water} _of

Water

Main #2

74,288

12,130

62,158

Main #1 52,326

-.1?...226 . net amount from River 114i4d4.. Groundhog 21,711-11,108 = 10,603j . . Narraguinepp 19,050-71000=12,050y Totten _{3,302-500 = 2,802*)} Total

St. 25,45g *

Diverted to Cortes Diverted to Totten 11600 _.2J802 -4;7527 Stream Flaw Storage

ll reservoirs were full this season

amount sham is the amount when fined minus the amount October 1,

Using amount of storage based on High and October 1 readings

Attachments (4) 114,484 '

4,402

=-6782 22,653

24,183

134,265

Sincerely yours, r 35,000 35,000

35,000

350003

3.14 '

o.65*

0,.69

3.84

-George E. Barclay Division Engineer

(24)

9 • C ' s t ) . ;t , n4 .‘ • ' 7_ 4

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(25)

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(26)

C.) L. L..:almuna 1`.'2.aizaurn riun of: 4 r.o: Gc2. =Vic Run off r.'on of: :••• I.cro feat: Acro-fooz, 3 Gcl. rn:lo

for year ending Sept. 30 /-947-- g S miles. Altitude i'eet above level .

DAY fl, NOV. 1 c. JAN. 1 •••?17'• 1.4 77,,n

Ag••••••••••=a1. ,/:• ''''' 1 :

too i 1

c

i 1 I i 1 ll 2 c.94 I i 3 1 - -/, -1 • 1

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, 66

6

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MAY JUNE !JULY AUG. I .9C::2'17.

0187

„

/0,

5-7

5

01

0 /

5.0 /

73-1

11 12 13 14 15 16 17 IS 19 20 21 22 23 24 25 26 27 25 29 30 31 J a-41—

6

6.61

i,..••••••••••••••••••••.. '

1

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1

pc: n u n offGq. ml. Run off dopch. Ina. Run cl'f Acru - foot Acro - foot

c

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(27)

CI 0 hiczn Draranaugn bilultnurn 4un of per sq. tulle Run off

1

depth, inc. 1.11 f Run off Acre -fact Acre - feet. Pot' eq. mile 3 4 5 0 0 9 10 11 12 13 14 15 16 17 18 19 20 26 27 28 29 30 31 TOTAL 4_70 rZenrs Nfaxixnum MnJmum Discharge. of At

Ci

Engineering Department

for year ending Sept. 30 /,,9

Drainage area Sq. miles. Altitude feet above sea level

NOV. DEC. JAN.

F.EB.

MAR. APR. I MAY JUNE JULY

;

/0

P

7 ,

1

A _•":*) Run off per Run off • depth, Ins Run off Acre - feet Acre- feet

per oq. mi.

(28)

J. E. WHITTEN State Engineer A. RALPH OWENS Deputy

•

JOHN A. LOVE, Goveraor /0-675.1"-L_

0, /

OFFICE OF THE STATE ENGINEER

232 STATE SERVICES BUILDING 1525 SHERMAN STREET DENVER 3, COLORADO

Box

551,

Durango, Colorado

November 22, 1967

SUMMATION OF CANAL AND RMERVOIR OPERATION IN ACRE Di BY THE MONTE.MTA VALLEY TP.RIG.P...TION C012AITY FOR

L. T. BURGESS Chief Hydrographer GLEN B. ROGERS

Office Engineer

.Narne of Canal Total amount diverted Amount diverted Net amount .Acres Duty

or Reservoir from River from Storage of River of

Water Water - 1 /W1.1 Main #1

740990

470054

3,332

Net amount from River

Groundhog '

3,152

Narraguinepp 19,050 .... 8,401 10,649 Tot-bon 3303

-

10754

?)

'1,5146

Total Storage3rt Diverted to Cortez 1,600 Diverted to Totton

1,546

71,733

47,054

-72

.787:792

-118,792

Total 3,146 Stream Flow -115;646 35,000 3,30

Total use from River and Storage

Storage 15,347 3S,000

130,993

35,000

3.74

110 Sincerely yours, Cent. ₍₄₎ George E. Barclay Division Engineer

(29)

(30)

(31)

•

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(32)

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(33)

JUL A. LOVE, Gov aor J. E. WRITTEN State Engineer A. RALPH OWENS Deputy

•

• OFFICE

OF THE STATE ENGINEER

232 STATE SERVICES BUILDING 1525 SHERMAN STREET DENVER 3, COLORADO Box 551, Durango„ Colorado

December 12, 1966

SUMNATI07.\T OF CANAL AND RESERVOIR OPERATIONS IN ACRE FEET BY THE NONTEZUM VALLEY IRRIGATION CONPANY FOR 1966

Name of Canal Total amount or Reservoic, diverted Main #1

Main #2

49,890

56,732

Less Estimated use by Cortez Net amount from River

Use frcra Storage

ct.oundiaog

-reservoir Narraguinepp reservoir L. T. BURGESS • • •• Chief Hyclrographer GLEN B. ROGERS Office Engineer

Amount diverted Net amount Acres Duty of

from Storage of River Water liTiplated _ water

0000

490890

15214o

41 592

9IL.ö2 1,600

89,882

3,000 2.57

15,14o

-13,986

—Y9;272b

3S,000

0.83

Total water used for irrigation 119,008 35,000

3.40

Total flaw of the Dolores River at Dolores or year was 269,000 acre feet

Very -truly yours 2 eorge E. Barclay Division Engineer

(34)

r

(35)

(36)

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i

. .4 r r

(37)

_ , _.• ________ _ r : 1 r; • ••••••• • • .. • • • • • ,,, , 1 - _, , .. • t ,r r r 4 i r _i ; • ---.. '

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..,- .... •••• •••••...,...a. ...we.. • •••• ... •••• deo oN. 4

i $ ,I

I

(38)

Eng,neer A. RALPH OWENS Deputy

•

w7 Canal or aeservolr • 1,..L11 n6 ft4 e ; < 1 .y;

OFFICE OF THE YAT

E ENGINEER

232 STATE SERVICES BUILDING 1.525 SHERMAN STREET DENVER 3, COLORADO

Box 551) Durango, Colorado December 10th, 1965

SUMMATION OF CANAL AND RESERVOIR OPERATION IN ACRE FEET BY THE 'MONTEZUMA IRRIGATION COMPANY

FCa IMAGTION YEAR 1965

estimated use by Cortez,'

Less. amount out of Groundhog

Ntt amount from River USE FROM

STORAGE

'C.7.rou.ndhog Reservoir

riinopp Reservoir Total

Total ;.:ir,ount of Amount of

Water Diverted water

from Rive-f, Div. from Storage

66,164

65,334

800 /4077

125-1 -32'6

TOTAL FIN OF TEE DOLORES RIVER FOR PERIOD pri 1 to October 1, 1965 in Acre Feet

Apra I Estimate 385,000 STCRAGE. Roservoir May 1.19465 Croundhcg Narraguinepp 9623 13500

1,C72

2,336

3.943-57 Average 260p000 Cnief Hydrographer GLEN B. ROGERS Office Engineer

Net amount Acres

of River ker. Water Duty of Water

125,326

35

COO

3Q,53

Actual Runoff 3314,000 November 1;,, 18,127

11„665

Submitted by: 47. George E. E. Barclay Division Engineer

35;00

Percentage of normal

147.5%

Capacity 21,v 710 19 i,050

(39)

J. E. WHITTEN State Engineer A. RALPH OWENS Deputy

•

01-iN A. LUVI,.;, Governor uN

t\ ‘,

.41

OFFICE OF THE STATE. ENGINEER

232 STATE SERVICES BUILDING 1525 SHERMAN STREET .DENVER 3, COLORADO

B ox 551, Durango, Colorado December

4.1, 1964

SUMMATION OF CANAL AND RESERVOIR OPERATION IN ACRE FEET BY THE MONTEZUMA VALLEY IRRIGATION COMPANY FM

1564 Name of Canal or Reservoir L. T. BURGESS Chief Hydrographer GLEN B. ROGERS Office Engineer

Total amount diverted _{Amount diverted Net amount Acres Duty —}

from river from Storage of River

Water

Main # 1 46,254

Main 2 _59,870

Total

Less Estimated use by Cortez Less amount from Groundhog Net amount from River USE FROM STORAGE

Ground watier reservoir Narraguinepp reservoir Total

009000

18,082

6,188

232 ;47

-2

-

913:35

46,254

41,788

-133176W

- 1,600

-

6,188

IIIIMMIMM•••••••1.

80,254

359000

2.29 35,003 o.04

Total water used _109,589 _{352000 3.15'}

Total flca of Dolores River for year 194,900 (Gc„ing station at Dolores)

Flaa of Dolores River for irrigation _do

season. 180,746

During the irrigation year 23 Parshall Flumes and 19 either Check and Waste Structures or Headgate Structures were installed in ditches on the upper Dolores River.

.L11 ditches used this year had satisfactory measuring and control structures.

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George .14 Barclay Division Engineer

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