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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 1918-12-3168th 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. UnitsUsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on.Case
41016.252011918-12-311968-12-19 5.00.0 CIRRDOM 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.

YearDiverted (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 recordReleased (AF)Days recordedPeak (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.