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MOCK DITCH
Structure dossier · WDID 6000698 · 1 · MAVERICK DRAW · DWR record
Where this page's figures come from
Generated 2026-08-27 19:17 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 in line
Priority 1934-04-01 — 896th most senior of the 2893 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: CORNFORTH DITCH (1931-07-01). Immediately behind: BANK OF DELTA DITCH (1934-07-01).
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 |
|---|---|---|---|---|---|---|---|
| 32811.30771 | 1934-04-01 | 1952-07-10 | 1.0 | 0.0 | C | IRR | 382 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 55 AF. Its most recent year on record, 2024, came in at 9 AF — 16% of that, and 2nd 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) |
|---|---|---|---|---|
| 1992 | 55 | 7th lowest of 15 · 100% of median | 60 | 0.5 |
| 1993 | 57 | 9th lowest of 15 · 104% of median | 63 | 0.5 |
| 1994 | 55 | 7th lowest of 15 · 100% of median | 98 | 0.5 |
| 1995 | 57 | 9th lowest of 15 · 104% of median | 63 | 0.5 |
| 1996 | 45 | 4th lowest of 15 · 82% of median | 40 | 1.0 |
| 1997 | 133 | 15th lowest of 15 · 242% of median | 138 | 0.5 |
| 1998 | 106 | 13th lowest of 15 · 193% of median | 115 | 0.5 |
| 1999 | 108 | 14th lowest of 15 · 196% of median | 111 | 0.6 |
| 2000 | 98 | 11th lowest of 15 · 178% of median | 82 | 0.8 |
| 2001 | 103 | 12th lowest of 15 · 187% of median | 123 | 0.5 |
| 2019 | 49 | 5th lowest of 15 · 89% of median | 68 | 0.5 |
| 2020 | 27 | 3rd lowest of 15 · 49% of median | 31 | 0.5 |
| 2022 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2023 | 52 | 6th lowest of 15 · 94% of median | 67 | 1.0 |
| 2024 | 9 | 2nd lowest of 15 · 16% of median | 38 | 0.3 |
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.