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COLEMAN PIPELINE
Structure dossier · WDID 5802568 · 1 · FARNSWORTH CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:46 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.
Which of its rights get called out?
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 2003-10-02 — 2622nd most senior of the 3097 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: BENSLER POND (2001-12-21). Immediately behind: HARVEY DEEP CREEK DITCH (2004-02-27).
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 |
|---|---|---|---|---|---|---|---|
| 56247.56157 | 2003-10-02 | 2004-12-31 | 1.0 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 50 AF. Its most recent year on record, 2025, came in at 39 AF — 78% of that, and 7th 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 | 216 | 15th lowest of 15 · 432% of median | 221 | 1.0 |
| 2009 | 79 | 9th lowest of 15 · 158% of median | 200 | 0.5 |
| 2013 | 50 | 8th lowest of 15 · 100% of median | 144 | 0.4 |
| 2014 | 80 | 10th lowest of 15 · 160% of median | 104 | 0.4 |
| 2015 | 5 | 3rd lowest of 15 · 10% of median | 51 | 0.0 |
| 2016 | 127 | 14th lowest of 15 · 254% of median | 82 | 0.9 |
| 2017 | 90 | 12th lowest of 15 · 180% of median | 93 | 0.8 |
| 2018 | 93 | 13th lowest of 15 · 186% of median | 85 | 0.9 |
| 2019 | 80 | 10th lowest of 15 · 160% of median | 118 | 0.4 |
| 2020 | 10 | 5th lowest of 15 · 20% of median | 33 | 0.2 |
| 2021 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
| 2022 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2023 | 9 | 4th lowest of 15 · 18% of median | 39 | 0.1 |
| 2024 | 12 | 6th lowest of 15 · 24% of median | 67 | 0.1 |
| 2025 | 39 | 7th lowest of 15 · 78% of median | 104 | 0.2 |
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.