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GANNON DITCH
Structure dossier · WDID 5300580 · 1 · SWEETWATER CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:07 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 1905-03-21 — 169th most senior of the 1231 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: HENRY NO 2 DITCH (1904-05-15). Immediately behind: CAMP CREEK DITCH (1905-04-30).
Decreed rights (6)
| 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 |
|---|---|---|---|---|---|---|---|
| 20427.20168 | 1905-03-21 | 1907-12-09 | 0.5 | 0.0 | C | IRR | 197 |
| 33023.2975 | 1931-06-15 | 1956-02-07 | 0.99 | 0.0 | C | IRRDOM | 330 |
| 33024.0 | 1940-06-01 | 1956-02-07 | 1.55 | 0.0 | C | IRR | 345 |
| 36743.0 | 1950-08-07 | 1956-02-07 | 0.9 | 0.0 | C | IRRDOM | 364 |
| 37065.0 | 1951-06-25 | 1956-02-07 | 1.35 | 0.0 | C | IRRDOM | 368 |
| 37569.0 | 1952-11-10 | 1956-02-07 | 1.22 | 0.0 | C | IRR | 394 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 638 AF. Its most recent year on record, 2024, came in at 1,248 AF — 196% of that, and 15th 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) |
|---|---|---|---|---|
| 2008 | 387 | 2nd lowest of 15 · 61% of median | 131 | 1.5 |
| 2009 | 378 | 1st lowest of 15 · 59% of median | 128 | 1.5 |
| 2010 | 638 | 8th lowest of 15 · 100% of median | 156 | 3.6 |
| 2011 | 595 | 7th lowest of 15 · 93% of median | 170 | 3.5 |
| 2012 | 575 | 6th lowest of 15 · 90% of median | 132 | 2.5 |
| 2013 | 469 | 3rd lowest of 15 · 74% of median | 90 | 3.6 |
| 2014 | 510 | 5th lowest of 15 · 80% of median | 81 | 3.8 |
| 2015 | 1,143 | 13th lowest of 15 · 179% of median | 200 | 3.8 |
| 2016 | 1,131 | 12th lowest of 15 · 177% of median | 234 | 4.5 |
| 2017 | 1,207 | 14th lowest of 15 · 189% of median | 312 | 4.7 |
| 2018 | 945 | 10th lowest of 15 · 148% of median | 304 | 3.1 |
| 2019 | 473 | 4th lowest of 15 · 74% of median | 185 | 5.3 |
| 2020 | 994 | 11th lowest of 15 · 156% of median | 214 | 4.5 |
| 2023 | 873 | 9th lowest of 15 · 137% of median | 168 | 2.7 |
| 2024 | 1,248 | 15th lowest of 15 · 196% of median | 156 | 5.1 |
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.