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BEAVER PARK DITCH
Structure dossier · WDID 1200537 · 1 · BEAVER CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:15 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 1861-04-15 — 8th most senior of the 1967 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: ALTMAN WATER CO PIPELINE (1861-04-15). Immediately behind: ROSEMONT RES PIPELINE (1861-04-15).
Decreed rights (38)
| 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 |
|---|---|---|---|---|---|---|---|
| 4123.0 | 1861-04-15 | 1894-02-03 | 0.294 | 0.0 | C | IRR | 4 |
| 4158.0 | 1861-05-20 | 1894-02-03 | 0.028 | 0.0 | C | IRR | 7 |
| 5254.0 | 1864-05-20 | 1894-02-03 | 0.383 | 0.0 | C | IRR | 19 |
| 5570.0 | 1865-04-01 | 1894-02-03 | 1.343 | 0.0 | C | IRR | 24 |
| 5600.0 | 1865-05-01 | 1894-02-03 | 0.72 | 0.0 | C | IRR | 26 |
| 5623.0 | 1865-05-24 | 1894-02-03 | 3.8 | 0.0 | C | IRR | 27 |
| 7775.0 | 1871-04-15 | 1894-02-03 | 0.217 | 0.0 | C | IRR | 66 |
| 7792.0 | 1871-05-02 | 1894-02-03 | 0.25 | 0.0 | C | IRRDOM | 70 |
| 8024.0 | 1871-12-20 | 1894-02-03 | 1.0 | 0.0 | C | IRR | 79 |
| 8037.0 | 1872-01-02 | 1894-02-03 | 0.965 | 0.0 | C | IRR | 82 |
| 8141.0 | 1872-04-15 | 1894-02-03 | 0.783 | 0.0 | C | IRR | 88 |
| 8403.0 | 1873-01-02 | 1894-02-03 | 1.56 | 0.0 | C | IRR | 107 |
| 8432.0 | 1873-01-31 | 1894-02-03 | 0.5 | 0.0 | C | IRR | 109 |
| 8480.0 | 1873-03-20 | 1905-11-13 | 1.5 | 0.0 | C | IRR | 112.5 |
| 8552.0 | 1873-05-31 | 1894-02-03 | 0.5 | 0.0 | C | IRR | 122 |
| 8825.0 | 1874-02-28 | 1900-05-29 | 1.0 | 0.0 | C | IRR | 132A |
| 9236.0 | 1875-04-15 | 1894-02-03 | 0.014 | 0.0 | C | IRR | 151 |
| 9499.0 | 1876-01-03 | 1894-02-03 | 0.24 | 0.0 | C | IRR | 162 |
| 9632.0 | 1876-05-15 | 1894-02-03 | 1.6 | 0.0 | C | IRR | 171 |
| 9648.0 | 1876-05-31 | 1894-02-03 | 0.25 | 0.0 | C | IRRDOM | 172 |
| 9970.0 | 1877-04-18 | 1894-02-03 | 1.0 | 0.0 | C | IRR | 184 |
| 10348.0 | 1878-05-01 | 1894-02-03 | 0.5 | 0.0 | C | IRR | 198 |
| 10683.0 | 1879-04-01 | 1903-04-25 | 1.0 | 0.0 | C | IRR | 210 |
| 11323.0 | 1880-12-31 | 1894-02-03 | 0.28 | 0.0 | C | IRR | 242 |
| 11382.0 | 1881-02-28 | 1894-02-03 | 0.5 | 0.0 | C | IRR | 245 |
| 11396.0 | 1881-03-14 | 1894-02-03 | 1.0 | 0.0 | C | IRR | 246 |
| 11707.0 | 1882-01-19 | 1894-02-03 | 6.2 | 0.0 | C | IRR | 262 |
| 11807.0 | 1882-04-29 | 1894-02-03 | 0.25 | 0.0 | C | IRR | 266 |
| 12145.0 | 1883-04-02 | 1894-02-03 | 1.0 | 0.0 | C | IRR | 284 |
| 12159.0 | 1883-04-16 | 1894-02-03 | 1.06 | 0.0 | C | IRR | 285 |
| 12474.0 | 1884-02-25 | 1894-02-03 | 0.34 | 0.0 | C | IRR | 298 |
| 12889.0 | 1885-04-15 | 1894-02-03 | 0.125 | 0.0 | C | IRR | 321 |
| 12980.0 | 1885-07-15 | 1894-02-03 | 50.0 | 0.0 | C | IRRDOMSTK | 330 |
| 13235.0 | 1886-03-27 | 1894-02-03 | 0.625 | 0.0 | C | IRR | 335 |
| 13254.0 | 1886-04-15 | 1903-01-12 | 7.05 | 0.0 | C | IRRDOMSTK | 337.5 |
| 15095.0 | 1891-04-30 | 1894-02-03 | 0.4 | 0.0 | C | IRR | 397 |
| 19327.17511 | 1897-12-10 | 1903-01-12 | 2.8 | 0.0 | C | IRRDOMSTK | 417 |
| 27709.20911 | 1907-04-03 | 1926-02-01 | 70.0 | 0.0 | C | STO |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 9,702 AF. Its most recent year on record, 2025, came in at 11,775 AF — 121% of that, and 13th 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) |
|---|---|---|---|---|
| 2011 | 6,578 | 4th lowest of 15 · 68% of median | 365 | 56.5 |
| 2012 | 3,353 | 2nd lowest of 15 · 35% of median | 366 | 16.8 |
| 2013 | 8,483 | 7th lowest of 15 · 87% of median | 365 | 41.5 |
| 2014 | 9,702 | 8th lowest of 15 · 100% of median | 348 | 37.0 |
| 2015 | 13,364 | 15th lowest of 15 · 138% of median | 334 | 38.1 |
| 2016 | 11,577 | 12th lowest of 15 · 119% of median | 344 | 44.5 |
| 2017 | 12,646 | 14th lowest of 15 · 130% of median | 304 | 50.3 |
| 2018 | 2,722 | 1st lowest of 15 · 28% of median | 241 | 24.8 |
| 2019 | 7,492 | 5th lowest of 15 · 77% of median | 304 | 48.5 |
| 2020 | 3,655 | 3rd lowest of 15 · 38% of median | 292 | 23.6 |
| 2021 | 9,750 | 9th lowest of 15 · 100% of median | 365 | 50.8 |
| 2022 | 7,633 | 6th lowest of 15 · 79% of median | 349 | 53.7 |
| 2023 | 11,216 | 11th lowest of 15 · 116% of median | 350 | 50.2 |
| 2024 | 11,143 | 10th lowest of 15 · 115% of median | 359 | 42.4 |
| 2025 | 11,775 | 13th lowest of 15 · 121% of median | 304 | 48.6 |
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.