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JOSHUA R BARNES DITCH
Structure dossier · WDID 7200528 · 1 · MESA CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:12 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1908-05-01 — 233rd most senior of the 2166 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: ATWELL WASTE SEEP DITCH (1908-05-01). Immediately behind: SMITH STRUTHERS DITCH #1 (1908-06-05).
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 |
|---|---|---|---|---|---|---|---|
| 22995.21305 | 1908-05-01 | 1916-06-01 | 0.15 | 0.0 | C | IRR |
Recorded use (last 9 years on record)
In a median year this structure has a recorded diversion of 30 AF. Its most recent year on record, 2012, came in at 30 AF — 100% of that, and 5th lowest of the 9 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) |
|---|---|---|---|---|
| 1998 | 13 | 1st lowest of 9 · 43% of median | 50 | 0.2 |
| 1999 | 68 | 7th lowest of 9 · 227% of median | 231 | 0.2 |
| 2001 | 18 | 3rd lowest of 9 · 60% of median | 61 | 0.2 |
| 2002 | 90 | 8th lowest of 9 · 300% of median | 304 | 0.2 |
| 2003 | 17 | 2nd lowest of 9 · 57% of median | 58 | 0.2 |
| 2004 | 91 | 9th lowest of 9 · 303% of median | 305 | 0.2 |
| 2010 | 28 | 4th lowest of 9 · 93% of median | 104 | 0.2 |
| 2011 | 41 | 6th lowest of 9 · 137% of median | 139 | 0.2 |
| 2012 | 30 | 5th lowest of 9 · 100% of median | 153 | 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.