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Bear River Basin Water Plan
Technical Memoranda
| SUBJECT: |
Appendix E
Irrigated Lands GIS Data |
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| PREPARED BY: |
Mike O'Grady, States West Water Resources Corporation
Frank Carr, Water Right Services, LLC
Jack Meena, States West Water Resources Corporation |
Irrigated Lands Mapping Process – Bear River Water Plan
States West Water Resources Corporation was contracted by the Wyoming Water
Development Commission Office in November 1997. One of our tasks was to develop
GIS mapping of all recently irrigated lands within Wyoming's Bear River Basin. The
process was based upon four general phases, all of which are described below. In
general, States West developed mapping of all currently irrigated agriculture (1998).
Aerial and Satellite Photography Interpretation and Mapping
Aerial photos were obtained from the Wyoming Water Development Commission
(WWDC) offices in Cheyenne, Wyoming. This photography is quadrangle-centered,
quadrangle-scale (1:24,000) color infra-red (CIR) film positives. This photography was
obtained for Wyoming by Mark Hurd Aerial Surveys in the summers of 1983/84 and was
conducted under the direct supervision of Mr. Michael O'Grady. Mr. O'Grady served as
the project manager for Water Division IV (Green, Snake, and Bear River Basins) for the
Wyoming Water Development Commission at that time. Figure 1 illustrates the final
mapping portion of the project. Irrigated lands outside the State of Wyoming that appear
on the CIR photography were included in the mapping. However, these lands do not
comprise all irrigated lands in the Bear River Basin. They are simply all those lands in
close proximity to the State of Wyoming.
This mapping project was performed similar to the first comprehensive irrigated lands
mapping of the basin, conducted for the Bear River Basin Water Plan, 1970. That
mapping is described in a document (Report #9) published by the Wyoming Water
Planning Program (WWPP) in September 1970 and entitled "Water and Related Land
Resources of the Bear River Basin, Wyoming."
For the present mapping, States West obtained 7.5 minute digital vectorized USGS
quadrangle coverage for the irrigated portions of the Bear River Basin. On figure 1, the
overlaid lines represent the vectors. These AutoCad files contain all roads, hydrography,
section lines, pipelines, trails, and other quadrangle features excluding topography. The
digital quadrangles were then plotted onto clear mylar and used to directly overlay the
WWDC photography. The procedure followed was to determine base irrigated polygons
using the WWDC photography with recent changes (additions to or deletions from the
base) determined from field checking. It is important to note that not all roads, canals,
ditches, power lines, etc. were excluded from the irrigated polygon. This is because at
1:24,000 scale imagery the width of an interpreted boundary is approximately 100 feet.
To attempt to exclude these small linear features or very small polygons from an irrigated
polygon would only increase the error in assessing the total irrigated acreage. Upon
completion of the irrigated land interpretation, the final mylar plots consisted of the
original background information, irrigation according to the earlier WWDC photography
and the changes illustrated by the field check. This product forms the basis of all the
digital coverages produced for irrigated lands in the study basins.

click to enlarge
A large format Summagraphics LCL digitizer provided the conversion from the manual
interpretation into a digital format. This device permits resolutions up to 1000 lines per
inch. The necessity to digitize every polygon in the state plane coordinate system
requires the equipment to be recalibrated for each map or anytime work is suspended.
For verification of the actual digitizing, comparisons were made between the
photography, field checks, manual interpretation sheets, screen images, and subsequent
plots. A minimum of three checks was completed to ensure the accuracy of the
comprehensiveness of the final product.
The fundamental criterion used in the identification of irrigated lands is as follows:
"Irrigated land is all land that can be identified as receiving water induced by the works
of man." This interpretation criteria is consistent with that used in the Upper Colorado
River Compact and other recent mapping projects performed by Mr. O'Grady. A similar
definition which could also be used is found on page 58 of the North Platte River United
States Supreme Court Decree (Doherty, 1943): "The term 'acreage irrigated' needs to be
clarified. Much of testimony relates to what may be referred to as the 'right' acreage,
that is acreage having an existing water right. As used in this report, 'acreage irrigated'
refers only to such 'right' acreage as currently demanding and using water. The
maximum limit would be the greatest acreage irrigated in any one year, assuming a water
supply sufficient to permit full irrigation."
It is commonly recognized that all lands that are capable of being irrigated are not always
irrigated in a given year. A number of factors may influence the actual farming and
irrigation practices in a given year resulting in greater or fewer acres actually being
irrigated. These factors include the available water supply (e.g., many junior water rights
have no water available in some years or may be out-of-priority after the spring runoff
concludes in late May), local, regional and even national economic conditions (including
farm product prices, labor, real estates values, etc.), climatic conditions such as severe
weather, and the individual decisions that each landowner makes with respect to the use
of his/her land in a given year.
Field Verification
Upon completion of draft irrigated lands mapping, irrigated polygons were digitized in
AutoCad and transferred to Arc-Info via ArcCad software. Draft final mapping was then
plotted onto bond paper and distributed to the appropriate Wyoming State Engineer's
Office field personnel for field verification. For the Bear River Basin, the plots were sent
to Jade Henderson, Division IV Superintendent. Field personnel delineated any changes
on those maps that may have occurred since the date of the aerial photography. Most
changes related to water transfers and/or abandonments since the date of satellite
acquisition.
Final GIS Products –Database
Irrigated Lands Database
The creation of the GIS coverage was performed by Mr. Jack Meena. Mr. Meena is a
professional engineer and a GIS manager for States West.
Along with acreage, four other items were added to the irrigated lands GIS coverages.
The first, the quadrangle name, was used to help located the lands. The next item, island
identifier, is a simple flag field used to help sort out non-irrigated polygons inside
irrigated polygons. This item helps to efficiently eliminate lands that are not irrigated.
The last item, state name, was added to assist in the determination of irrigation within
each state. The states having lands in the coverage are as follows:
Summary
Table 1 dissects the basins into two smaller drainages and provides totals for each basin
compared to the 1970 mapping.
Table 1 – Irrigated Land Totals by Sub-Basin.
| Area |
1970 Irrigated Lands
(acres) |
1998 Irrigated Lands
(acres) |
Difference
(acres) |
| Bear River Basin above Woodruff
Narrows |
31,321 |
31,102 |
-219 |
| Bear River Basin below Woodruff
Narrows |
27,370 |
32,029 |
+4,659 |
| TOTALS |
58,691 |
63,131 |
+4,440 |
Appendix A – Wyoming Water Rights Terminology
Surplus Water: Whenever the supply of water in a stream reaches the point where there
is water available over and above the needed to fill all appropriations with a priority
senior to March 1, 1945, then this stream is in surplus flow condition. When surplus
flows are available, the water is to be divided proportionally among the senior rights up
to an additional 1.0 cfs to every 70 acres or 1.0 cfs to every 35 acres total supply. (W.S
41-3-319-324)
Excess Water: Each water right with a priority date of post March 1, 1945 but pre
March 1, 1985 is entitled to 2.0 cfs for every 70 acres before any water is made available
to post March 1, 1985 water rights. If there is insufficient water to furnish 2.0 cfs to each
post March1, 1945 and pre March 1, 1985 water right, but more than enough to furnish
1.0 cfs to each of these rights, the excess water is divided among those rights on a pro-
rata basis. (W.S. 41-4-330)
Territorial Appropriation: This is an appropriation of water with a priority date prior
to statehood. These rights were filed under a system of statement of claims to water
under territorial law rather than a permit system. They were adjudicated after statehood
by the then-established State Board of control. No permits numbers were assigned to
those water rights, and they can be identified only by the proof number.
Direct Flow Appropriation: This is an appropriation of water that diverts from a
surface water source and is measured in cubic feet per second (cfs). The appropriation is
granted by the State Engineer and gives the appropriator the right to divert water as set
out in the permit. The statutes set the amount of diversion for irrigation at a rate of 1.0
cfs for every seventy (70) acres to be irrigated. (W.S. 41-3-317)
Unadjudicated Permit: This is a permit that has not been fully perfected. It can be in
the construction stage through the application of water to beneficial use. When the
permit is issued by the State Engineer, the applicant is given time limits to commence
construction, complete construction, and apply the water to beneficial use. While all this
is taking place the permit is considered as "unadjudicated".
Adjudicated Permit: This is a permit where the notice of completion of beneficial use
has been filed, proof of appropriation prepared, a field inspection made with the finding
that the facility is built within the terms of the permit, the proof advertised with no
protests, and the proof considered and allowed b the State board of Control. After these
items are completed, an order of the Board and the Certificate of Appropriation are
prepared, issued, and recorded in the court house of the respective county and made a
matter of record in the Tabulation of Adjudicated Water Rights.
Storage Right (Reservoirs): This is a permit that allows an appropriator to store or
impound for beneficial purposes unappropriated water. Water can be stored for
irrigation, stock, municipal, fish, recreational, and other purposes, provided that a permit
is secured from the State Engineer. Upon completion of reservoir construction, the
storage right is considered as being put to beneficial use. (W.S. 41-3-301)
Secondary Application: A Secondary permit may be secured by filing with the State
Engineer a secondary application solely for the purposes of attaching water stored for
irrigation purposes to specific lands. The application requests that a certain number of
acre-feet of stored water be allocated to specific lands. Once the application is granted, te
allocated water cannot be used on any other lands or for any other purpose.
Supplemental Supply: direct flow water from a different source and different point of
diversion to augment or supplement the available water for an
existing appropriation (water right) for which the original source does not provide a full
supply constitute a supplemental supply. The amount of supplemental water which may
be diverted is the amount available, in priority, to bring the total water diverted from all
sources up to the appropriated amount of 1.0 cubic foot per second (cfs) for every 70
acres to be irrigated. (W.S. 41-3-113)
Court Decrees: A small number of water rights were confirmed (adjudicated) by court
decrees prior to the creation of the State Board of Control.
Original Supply Groundwater: Groundwater is appropriated in gallons per minute
(gpm). Original supply is a water right attached to land or uses where there is no other
water right of record. It is the first priority water right attached to and to be used on the
identified land.
Additional Supply Groundwater: Additional supply is additional water to lands or
uses which already have a valid existing water right. It can be additional water to surface
water irrigation and/or groundwater irrigation. Additional groundwater is measured in
gallons per minute (gpm).
Unadjudicated Groundwater: A valid groundwater permit (well permit) which is in the
process between the issuance of the permit and completion of beneficial use, I.e.,
construction, pump testing, application of water to beneficial use, mapping, and filing the
necessary paper work to begin the adjudication process is considered unadjudicated.
Adjudicated Groundwater: A groundwater permit (well permit) where notice of
completion of beneficial use has been filed, the adjudication map prepared and filed,
proof of appropriation prepared, inspected and advertised with no protests received, proof
considered by the State Board of Control and allowed, Certificate of Appropriation
prepared, issued, and recorded in the respective county court house is considered
adjudicated. The appropriation is made a matter of record in the Tabulation of
Adjudicated Water Rights.
References
The following is a list of documents relied upon in the preparation of this technical memo
and associated data:
Carr, Frank, 1999-2000, "Water Rights Attribution Mapping", Maps and spreadsheets.
Doherty, Michael J., Special Master, 1943, "Supreme Court of the United States, No. 7
Original, October Term, 1943."
Wyoming State Engineer's Office, Original water right records for surface and
groundwater permits.
Wyoming Water Development Commission, 1983-1984, Color Infra-Red Photography,
Statewide Photography Program.
Wyoming Water Planning Program, 1971, "Report #7 Irrigated Lands Inventory for
Wyoming," prepared by Hunter, Trelease, Bilyeu.
Wyoming Water Planning Program, 1971, "Report #9 Water & Related Land Resources
of the Platte River Basin, Wyoming."
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