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DIAMOND DITCH
Structure dossier · WDID 3900549 · 1 · PARACHUTE CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:58 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 1885-03-15 — 62nd most senior of the 1758 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: CONNALLY DITCH (1884-05-01). Immediately behind: GRAND VALLEY PIPELINE (1885-03-15).
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 |
|---|---|---|---|---|---|---|---|
| 12858.0 | 1885-03-15 | 1889-05-11 | 2.3 | 0.0 | C | IRRMUNAUG | 35 |
| 13574.0 | 1887-03-01 | 1889-05-11 | 3.2 | 0.0 | C | IRRINDDOMSTKAUGPWR | 93 |
| 43829.31105 | 1935-03-01 | 1970-12-31 | 0.5 | 0.0 | C | IRR | |
| 55152.54993 | 2000-07-25 | 2001-12-31 | 0.8 | 0.0 | C | IRROTH |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 395 AF. Its most recent year on record, 2024, came in at 178 AF — 45% of that, and 1st lowest of the 15 years with a recorded volume.
This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.
| 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 | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2010 | 271 | 3rd lowest of 15 · 69% of median | — | 146 | 1.2 |
| 2011 | 202 | 2nd lowest of 15 · 51% of median | — | 146 | 1.5 |
| 2012 | 713 | 15th lowest of 15 · 180% of median | 5 | 174 | 5.0 |
| 2013 | 637 | 12th lowest of 15 · 161% of median | 47 | 148 | 3.9 |
| 2014 | 393 | 7th lowest of 15 · 100% of median | — | 168 | 2.5 |
| 2015 | 559 | 11th lowest of 15 · 142% of median | 8 | 200 | 3.0 |
| 2016 | 433 | 10th lowest of 15 · 110% of median | 177 | 214 | 2.4 |
| 2017 | 699 | 14th lowest of 15 · 177% of median | 177 | 214 | 2.4 |
| 2018 | 428 | 9th lowest of 15 · 108% of median | 178 | 215 | 1.9 |
| 2019 | 326 | 5th lowest of 15 · 82% of median | 178 | 214 | 1.4 |
| 2020 | 346 | 6th lowest of 15 · 88% of median | 177 | 218 | 1.4 |
| 2021 | 395 | 8th lowest of 15 · 100% of median | 177 | 214 | 2.2 |
| 2022 | 652 | 13th lowest of 15 · 165% of median | 178 | 215 | 1.9 |
| 2023 | 275 | 4th lowest of 15 · 70% of median | 170 | 215 | 1.9 |
| 2024 | 178 | 1st lowest of 15 · 45% of median | 178 | 214 | 0.4 |
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.