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MAURICIO APODACA DITCH
Structure dossier · WDID 1600813 · 1 · SANTA CLARA CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:03 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 1869-06-01 — 62nd most senior of the 1044 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: A M PRYOR DITCH (1869-06-01). Immediately behind: R B WILLIS DITCH (1870-05-10).
Decreed rights (1)
| 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 |
|---|---|---|---|---|---|---|---|
| 7092.0 | 1869-06-01 | 1889-06-12 | 3.0 | 0.0 | C | IRR | 3 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 40 AF. Its most recent year on record, 1990, came in at 28 AF — 70% of that, and 7th 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) |
|---|---|---|---|---|
| 1964 | 508 | 14th lowest of 15 · 1270% of median | 155 | 2.5 |
| 1965 | 545 | 15th lowest of 15 · 1362% of median | 151 | 3.0 |
| 1969 | 0 | 1st lowest of 15 · 0% of median | 4 | 0.0 |
| 1970 | 69 | 9th lowest of 15 · 172% of median | 86 | 0.5 |
| 1973 | 339 | 10th lowest of 15 · 848% of median | 58 | 3.0 |
| 1979 | 0 | 1st lowest of 15 · 0% of median | 4 | 0.0 |
| 1980 | 428 | 13th lowest of 15 · 1070% of median | 92 | 3.0 |
| 1981 | 351 | 11th lowest of 15 · 878% of median | 76 | 3.0 |
| 1982 | 391 | 12th lowest of 15 · 978% of median | 84 | 3.0 |
| 1984 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 1985 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
| 1986 | 0 | 1st lowest of 15 · 0% of median | 3 | 0.0 |
| 1987 | 0 | 1st lowest of 15 · 0% of median | 11 | 0.0 |
| 1988 | 40 | 8th lowest of 15 · 100% of median | 21 | 1.0 |
| 1990 | 28 | 7th lowest of 15 · 70% of median | 15 | 1.0 |
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.