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GOVERNMENT DITCH
Structure dossier · WDID 2800568 · 1 · LOS PINOS CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:09 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 1874-12-22 — 30th most senior of the 1505 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: HELLMUTH D NOS 1&2 (1887-12-31). Immediately behind: POLE ROAD DITCH (1874-12-22).
Decreed rights (8)
| 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 |
|---|---|---|---|---|---|---|---|
| 16192.09122 | 1874-12-22 | 1904-04-29 | 1.1 | 0.0 | C | IRR | 25 |
| 16192.0971 | 1876-08-01 | 1904-04-29 | 5.3 | 0.0 | C | IRR | 29 |
| 16192.1184 | 1882-06-01 | 1904-04-29 | 1.1 | 0.0 | C | IRR | 62 |
| 16192.14177 | 1888-10-24 | 1904-04-29 | 1.7 | 0.0 | C | IRR | 102 |
| 28311.09122 | 1874-12-22 | 1943-04-19 | 4.4 | 0.0 | C | IRR | 195 |
| 28311.0971 | 1876-08-01 | 1943-04-19 | 21.2 | 0.0 | C | IRR | 198 |
| 28311.1184 | 1882-06-01 | 1943-04-19 | 4.4 | 0.0 | C | IRR | 227 |
| 28311.14177 | 1888-10-24 | 1943-04-19 | 6.8 | 0.0 | C | IRR | 258 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 62 AF. Its most recent year on record, 2025, came in at 58 AF — 94% of that, and 6th 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) |
|---|---|---|---|---|
| 2011 | 162 | 14th lowest of 15 · 261% of median | 106 | 1.6 |
| 2012 | 157 | 13th lowest of 15 · 253% of median | 77 | 1.5 |
| 2013 | 208 | 15th lowest of 15 · 336% of median | 92 | 1.5 |
| 2014 | 0 | 1st lowest of 15 · 0% of median | 4 | 0.0 |
| 2015 | 0 | 1st lowest of 15 · 0% of median | 3 | 0.0 |
| 2016 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
| 2017 | 58 | 6th lowest of 15 · 94% of median | 34 | 1.0 |
| 2018 | 33 | 4th lowest of 15 · 53% of median | 83 | 0.2 |
| 2019 | 128 | 11th lowest of 15 · 206% of median | 140 | 0.8 |
| 2020 | 62 | 8th lowest of 15 · 100% of median | 83 | 0.8 |
| 2021 | 50 | 5th lowest of 15 · 81% of median | 113 | 0.2 |
| 2022 | 98 | 10th lowest of 15 · 158% of median | 173 | 0.3 |
| 2023 | 141 | 12th lowest of 15 · 227% of median | 132 | 1.0 |
| 2024 | 62 | 8th lowest of 15 · 100% of median | 93 | 0.5 |
| 2025 | 58 | 6th lowest of 15 · 94% of median | 91 | 0.5 |
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.