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BATTLEMENT DITCH
Structure dossier · WDID 4500514 · 1 · BATTLEMENT CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:27 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 1884-06-12 — 25th most senior of the 1378 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: BOULTON AND BANTA DITCH (1884-05-22). Immediately behind: H AND S DITCH (1884-11-20).
Decreed rights (7)
| 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 |
|---|---|---|---|---|---|---|---|
| 12582.0 | 1884-06-12 | 1888-05-05 | 1.67 | 0.0 | C | IRRAUGOTH | 25 |
| 12936.0 | 1885-06-01 | 1888-05-05 | 6.67 | 0.0 | C | IRR | 33 |
| 13673.0 | 1887-06-08 | 1888-05-05 | 3.0 | 0.0 | C | IRR | 81 |
| 13716.0 | 1887-07-21 | 1888-05-05 | 3.33 | 0.0 | C | IRR | 85 |
| 15307.15116 | 1891-05-21 | 1893-04-08 | 2.0 | 0.0 | C | IRR | 110 |
| 19811.12582 | 1884-06-12 | 1904-03-30 | 1.17 | 0.0 | C | DOMSTKAUG | DOM1 |
| 57708.53833 | 1997-05-22 | 2008-12-31 | 3.06 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 2,632 AF. Its most recent year on record, 2024, came in at 2,632 AF — 100% of that, and 8th lowest of the 15 years with a recorded volume.
| 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 | Days recorded | Peak (cfs) |
|---|---|---|---|---|
| 2010 | 2,486 | 7th lowest of 15 · 94% of median | 365 | 14.7 |
| 2011 | 3,237 | 13th lowest of 15 · 123% of median | 304 | 16.7 |
| 2012 | 1,915 | 4th lowest of 15 · 73% of median | 250 | 8.3 |
| 2013 | 2,368 | 6th lowest of 15 · 90% of median | 345 | 14.7 |
| 2014 | 3,083 | 12th lowest of 15 · 117% of median | 363 | 19.4 |
| 2015 | 2,748 | 10th lowest of 15 · 104% of median | 362 | 18.0 |
| 2016 | 2,668 | 9th lowest of 15 · 101% of median | 366 | 16.0 |
| 2017 | 2,753 | 11th lowest of 15 · 105% of median | 354 | 14.7 |
| 2018 | 1,892 | 3rd lowest of 15 · 72% of median | 350 | 8.3 |
| 2019 | 3,349 | 14th lowest of 15 · 127% of median | 277 | 19.7 |
| 2020 | 1,752 | 1st lowest of 15 · 67% of median | 255 | 8.3 |
| 2021 | 1,758 | 2nd lowest of 15 · 67% of median | 274 | 8.3 |
| 2022 | 2,292 | 5th lowest of 15 · 87% of median | 238 | 14.7 |
| 2023 | 3,813 | 15th lowest of 15 · 145% of median | 365 | 18.4 |
| 2024 | 2,632 | 8th lowest of 15 · 100% of median | 305 | 16.7 |
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.