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LEGGETT DITCH
Structure dossier · WDID 0600537 · DITCH · BOULDER CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:07 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (96d5528) — 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: no administrative call record for this basin.
Where it sits in line
Priority 1868-05-01 — 87th most senior of the 1867 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: MARSHALLVILLE DITCH (1865-06-01). Immediately behind: CHURCH DITCH(UPPER) (1870-09-20).
On MAINSTEM at river mile 18.2, it is 30th of 78 down the reach. Immediately upstream: LAFAYETTE BLDR C ALT PT. Immediately downstream: HARTMAN RES.
Position on the modelled network, not a claim about whose water this is — a stream carries water from many rights at once, and diverted water returns to it.
Decreed rights (4)
| 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 |
|---|---|---|---|---|---|---|---|
| 6696.0 | 1868-05-01 | 1882-06-02 | 31.35 | 0.0 | C | IRR | |
| 11664.0 | 1881-12-07 | 1882-06-02 | 50.0 | 0.0 | C | IRR | |
| 20890.19874 | 1904-05-31 | 1926-06-21 | 0.0 | 0.0 | C | STO | |
| 29219.0 | 1929-12-31 | 1953-09-28 | 0.0 | 0.0 | C | STO |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 6,054 AF. Its most recent year on record, 2025, came in at 7,029 AF — 116% of that, and 11th 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 | 9,242 | 15th lowest of 15 · 153% of median | 148 | 80.2 |
| 2012 | 6,624 | 9th lowest of 15 · 109% of median | 150 | 35.9 |
| 2013 | 7,771 | 13th lowest of 15 · 128% of median | 160 | 59.2 |
| 2014 | 6,915 | 10th lowest of 15 · 114% of median | 127 | 55.1 |
| 2015 | 4,485 | 3rd lowest of 15 · 74% of median | 90 | 40.9 |
| 2016 | 8,323 | 14th lowest of 15 · 138% of median | 161 | 64.8 |
| 2017 | 6,054 | 8th lowest of 15 · 100% of median | 125 | 54.2 |
| 2018 | 5,518 | 5th lowest of 15 · 91% of median | 128 | 52.7 |
| 2019 | 6,053 | 7th lowest of 15 · 100% of median | 124 | 44.6 |
| 2020 | 5,279 | 4th lowest of 15 · 87% of median | 110 | 49.6 |
| 2021 | 5,725 | 6th lowest of 15 · 95% of median | 106 | 52.4 |
| 2022 | 1,665 | 2nd lowest of 15 · 28% of median | 51 | 24.0 |
| 2023 | 874 | 1st lowest of 15 · 14% of median | 38 | 21.0 |
| 2024 | 7,250 | 12th lowest of 15 · 120% of median | 135 | 46.9 |
| 2025 | 7,029 | 11th lowest of 15 · 116% of median | 187 | 53.4 |
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.