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SANGRE CRISTO TRINCHERA
Structure dossier · WDID 3500570 · 1 · SANGRE DE CRISTO CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:09 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 1863-05-31 — 19th most senior of the 709 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: NEW SOUTH D (1863-05-31). Immediately behind: SANGRE DE CRISTO D (1863-05-31).
Decreed rights (8)
| 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 |
|---|---|---|---|---|---|---|---|
| 4899.0 | 1863-05-31 | 1899-12-15 | 0.0 | 0.0 | C | IRR | 3 |
| 13210.0 | 1886-03-02 | 1899-12-15 | 0.0 | 0.0 | C | IRR | 38 |
| 13818.0 | 1887-10-31 | 1899-12-15 | 25.0 | 0.0 | C | IRR | 39 |
| 14761.0 | 1890-05-31 | 1899-12-15 | 3.0 | 0.0 | C | IRR | 44 |
| 16546.0 | 1895-04-20 | 1899-12-15 | 0.0 | 0.0 | C | IRR | 45 |
| 21376.0 | 1908-07-11 | 1915-01-04 | 43.0 | 0.0 | C | IRR | 70 |
| 22377.0 | 1911-04-08 | 1915-01-04 | 0.0 | 0.0 | A | IRR | 95 |
| 22386.0 | 1911-04-17 | 1915-01-04 | 0.0 | 0.0 | C | IRR | 86 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 4,515 AF. Its most recent year on record, 2024, came in at 4,414 AF — 98% of that, and 6th 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) |
|---|---|---|---|---|---|
| 2009 | 18,908 | 15th lowest of 15 · 419% of median | — | 137 | 261.4 |
| 2010 | 5,253 | 9th lowest of 15 · 116% of median | — | 91 | 166.3 |
| 2012 | 2,294 | 3rd lowest of 15 · 51% of median | — | 91 | 28.8 |
| 2013 | 749 | 2nd lowest of 15 · 17% of median | — | 113 | 10.4 |
| 2014 | 3,213 | 4th lowest of 15 · 71% of median | — | 121 | 26.5 |
| 2015 | 6,040 | 11th lowest of 15 · 134% of median | — | 159 | 53.1 |
| 2016 | 4,490 | 7th lowest of 15 · 99% of median | — | 134 | 35.7 |
| 2017 | 7,598 | 13th lowest of 15 · 168% of median | — | 125 | 70.2 |
| 2018 | 656 | 1st lowest of 15 · 14% of median | — | 70 | 10.4 |
| 2019 | 8,774 | 14th lowest of 15 · 194% of median | — | 197 | 69.4 |
| 2020 | 4,515 | 8th lowest of 15 · 100% of median | — | 220 | 45.1 |
| 2021 | 7,176 | 12th lowest of 15 · 159% of median | — | 205 | 65.9 |
| 2022 | 4,269 | 5th lowest of 15 · 95% of median | — | 191 | 27.8 |
| 2023 | 5,922 | 10th lowest of 15 · 131% of median | — | 204 | 52.9 |
| 2024 | 4,414 | 6th lowest of 15 · 98% of median | — | 169 | 44.6 |
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.