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ENTERPRISE DITCH (BEAL)
Structure dossier · WDID 7700513 · 1 · NAVAJO RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 20:59 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (f6d7fdc) — every figure regenerates from this named code version and data image.
Where it sits
Location as DWR records it. Faint dots are the neighbouring water; click any to open it.
Which of its rights are out of priority?
Not computable for this structure: this structure is not on the modelled flow network, so no reference gage can honestly stand in for it.
Where it sits in line
Priority 1918-12-31 — 68th most senior of the 187 structures with decreed rights in this water districtDWR's administrative subdivision of a river basin; the unit calls are usually stated in..
Under prior appropriationColorado's rule for sharing water: first in time, first in right. Age decides, not proximity or need., everything ahead of it in this line is satisfied in full before it receives any water. Immediately ahead: NO 4 GRAHAM-A C FITZHUGH (1914-05-01). Immediately behind: ENTERPRISE DITCH (CORN) (1918-12-31).
Decreed rights (1)
| Admin noDWR's numeric encoding of a water right's seniority. Smaller is more senior; the integer part counts days from 1849-12-31 to the date that ranks the right. | AppropriatedWhen water was first put to beneficial use. It sets seniority unless a prior adjudication date is later. | AdjudicatedWhen the water court confirmed the right. A use decreed in 1975 was not a decreed use in 1955, however old the appropriation is. | AbsoluteA right actually put to use, as opposed to conditional -- a placeholder for a use not yet made. | ConditionalA right reserving a place in line for a use not yet made; it must be diligently pursued or it lapses. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 41016.25201 | 1918-12-31 | 1968-12-19 | 5.0 | 0.0 | C | IRRDOM | 68-21 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 73 AF. Its most recent year on record, 2025, came in at 29 AF — 40% of that, and 2nd lowest of the 15 years with a recorded volume.
This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.
| Year | Diverted (AFA volume: one acre covered a foot deep, about 326,000 gallons -- roughly a suburban household's outdoor use for a year.) | Compared with its own record | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2010 | 214 | 12th lowest of 15 · 293% of median | 268 | 62 | 3.0 |
| 2011 | 194 | 11th lowest of 15 · 266% of median | — | 72 | 2.0 |
| 2012 | 262 | 14th lowest of 15 · 359% of median | — | 69 | 4.0 |
| 2013 | 218 | 13th lowest of 15 · 299% of median | — | 67 | 3.0 |
| 2014 | 57 | 5th lowest of 15 · 78% of median | — | 66 | 1.0 |
| 2015 | 68 | 7th lowest of 15 · 93% of median | — | 92 | 0.5 |
| 2016 | 189 | 10th lowest of 15 · 259% of median | — | 86 | 2.0 |
| 2017 | 112 | 9th lowest of 15 · 153% of median | — | 65 | 2.0 |
| 2018 | 0 | 1st lowest of 15 · 0% of median | — | 16 | 0.0 |
| 2020 | 288 | 15th lowest of 15 · 394% of median | — | 61 | 3.0 |
| 2021 | 30 | 3rd lowest of 15 · 41% of median | — | 38 | 0.8 |
| 2022 | 73 | 8th lowest of 15 · 100% of median | — | 71 | 0.8 |
| 2023 | 65 | 6th lowest of 15 · 89% of median | — | 102 | 0.5 |
| 2024 | 43 | 4th lowest of 15 · 59% of median | — | 71 | 0.5 |
| 2025 | 29 | 2nd lowest of 15 · 40% of median | — | 66 | 0.3 |
Advisory reading aid on public data — not an administrative or legal conclusion, not a title opinion, and not a substitute for DWR administration or an engineer's analysis. Methodology review status is disclosed at hydrohistorian's basin pages.