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BALE DITCH NO 2

Structure dossier · WDID 1100564 · 1 · SOUTH ARKANSAS RIVER · DWR record

Where this page's figures come from

Generated 2026-08-27 21:13 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (2deb1d7) — 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 1875-04-30114th most senior of the 1489 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: BALE DITCH NO 1 (1875-04-30). Immediately behind: MCGEE DITCH (1875-04-30).

Decreed rights (2)

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
9251.01875-04-301902-07-21 1.00.0 CIRR
33950.178971898-12-311969-07-09 1.00.0 CIRRDOM A51

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 110 AF. Its most recent year on record, 2023, came in at 135 AF — 123% of that, and 9th lowest of the 15 years with a recorded volume.

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 recordDays recordedPeak (cfs)
2007 210 11th lowest of 15 · 191% of median 107 1.3
2008 273 14th lowest of 15 · 248% of median 151 1.0
2009 0 1st lowest of 15 · 0% of median 11 0.0
2010 253 13th lowest of 15 · 230% of median 133 1.0
2011 250 12th lowest of 15 · 227% of median 132 1.0
2012 173 10th lowest of 15 · 157% of median 103 1.0
2013 391 15th lowest of 15 · 356% of median 162 1.3
2015 0 1st lowest of 15 · 0% of median 6 0.0
2016 89 5th lowest of 15 · 81% of median 63 1.0
2017 0 1st lowest of 15 · 0% of median 1 0.0
2018 110 8th lowest of 15 · 100% of median 65 0.9
2019 89 5th lowest of 15 · 81% of median 52 1.0
2020 93 7th lowest of 15 · 84% of median 111 0.7
2021 64 4th lowest of 15 · 58% of median 60 0.7
2023 135 9th lowest of 15 · 123% of median 98 1.1

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.