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BORLAND VAIL DITCH
Structure dossier · WDID 5800549 · 1 · SMITH CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:01 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1907-06-17 — 551st most senior of the 3097 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: E COLEMAN DITCH (1890-06-20). Immediately behind: HARVEY WELL 2 (1918-06-10).
Decreed rights (6)
| 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 |
|---|---|---|---|---|---|---|---|
| 24950.20986 | 1907-06-17 | 1918-06-27 | 2.13 | 0.0 | C | IRR | 177B |
| 25470.20986 | 1907-06-17 | 1919-09-27 | 1.33 | 0.0 | C | IRR | 177BB |
| 29051.2433 | 1916-08-12 | 1930-04-15 | 0.5 | 0.0 | C | IRR | 243A |
| 29573.21076 | 1907-09-15 | 1931-04-13 | 1.5 | 0.0 | C | IRR | 243AA |
| 32097.20986 | 1907-06-17 | 1938-06-16 | 1.33 | 0.0 | C | IRR | NONE |
| 33782.25719 | 1920-06-01 | 1946-09-14 | 6.04 | 0.0 | C | IRR | 322J, 322U |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 260 AF. Its most recent year on record, 2025, came in at 302 AF — 116% of that, and 9th 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 | 766 | 15th lowest of 15 · 295% of median | 62 | 8.0 |
| 2012 | 217 | 4th lowest of 15 · 84% of median | 28 | 5.0 |
| 2013 | 165 | 2nd lowest of 15 · 64% of median | 27 | 3.4 |
| 2014 | 395 | 13th lowest of 15 · 152% of median | 69 | 5.0 |
| 2015 | 85 | 1st lowest of 15 · 33% of median | 27 | 2.5 |
| 2016 | 337 | 11th lowest of 15 · 130% of median | 83 | 2.5 |
| 2017 | 176 | 3rd lowest of 15 · 68% of median | 45 | 2.5 |
| 2018 | 260 | 8th lowest of 15 · 100% of median | 46 | 4.0 |
| 2019 | 341 | 12th lowest of 15 · 131% of median | 66 | 4.0 |
| 2020 | 245 | 6th lowest of 15 · 94% of median | 44 | 4.5 |
| 2021 | 222 | 5th lowest of 15 · 85% of median | 43 | 3.8 |
| 2022 | 397 | 14th lowest of 15 · 153% of median | 94 | 5.0 |
| 2023 | 310 | 10th lowest of 15 · 119% of median | 71 | 8.0 |
| 2024 | 256 | 7th lowest of 15 · 98% of median | 110 | 4.8 |
| 2025 | 302 | 9th lowest of 15 · 116% of median | 88 | 8.5 |
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.