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MICHAELS SEEPAGE DITCH
Structure dossier · WDID 3400549 · 1 · MANCOS RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:01 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (f6d7fdc) — 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 1910-05-10 — 361st most senior of the 495 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: FRANK DITCH SUPPLEMENT (1909-12-31). Immediately behind: COPPINGER NO 2 RESERVOIR (1912-05-15).
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 |
|---|---|---|---|---|---|---|---|
| 30667.22044 | 1910-05-10 | 1963-03-22 | 0.75 | 0.0 | C | IRRDOM | 62-29 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 106 AF. Its most recent year on record, 2010, came in at 12 AF — 11% 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) |
|---|---|---|---|---|
| 1994 | 135 | 14th lowest of 15 · 127% of median | 128 | 0.6 |
| 1995 | 115 | 12th lowest of 15 · 108% of median | 119 | 0.6 |
| 1996 | 106 | 8th lowest of 15 · 100% of median | 123 | 0.6 |
| 1997 | 107 | 9th lowest of 15 · 101% of median | 81 | 0.8 |
| 1998 | 112 | 11th lowest of 15 · 106% of median | 99 | 0.7 |
| 1999 | 99 | 7th lowest of 15 · 93% of median | 94 | 0.6 |
| 2000 | 110 | 10th lowest of 15 · 104% of median | 102 | 0.7 |
| 2001 | 98 | 6th lowest of 15 · 92% of median | 83 | 0.8 |
| 2004 | 140 | 15th lowest of 15 · 132% of median | 89 | 0.8 |
| 2005 | 56 | 5th lowest of 15 · 53% of median | 59 | 0.8 |
| 2006 | 39 | 4th lowest of 15 · 37% of median | 60 | 0.4 |
| 2007 | 11 | 1st lowest of 15 · 10% of median | 29 | 0.3 |
| 2008 | 21 | 3rd lowest of 15 · 20% of median | 77 | 0.4 |
| 2009 | 120 | 13th lowest of 15 · 113% of median | 318 | 0.5 |
| 2010 | 12 | 2nd lowest of 15 · 11% of median | 113 | 0.1 |
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.