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ROLLAND POINT OF DIVERSION NO. 1
Structure dossier · WDID 6300822 · 8 · WEST CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:18 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 1913-06-16 — 165th most senior of the 533 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: UNAWEEP CATTLE RANGE D 3 (1913-06-16). Immediately behind: ROLLAND POINT OF DIVERSION NO. 2 (1913-06-16).
Decreed rights (3)
| 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 |
|---|---|---|---|---|---|---|---|
| 27777.23177 | 1913-06-16 | 1932-05-09 | 0.5 | 0.0 | C | IRR | |
| 30079.12174 | 1883-05-01 | 1939-02-11 | 1.0 | 0.0 | C | IRR | 15 |
| 60265.59687 | 2013-06-01 | 2015-12-31 | 0.0 | 0.85 | C | IRR |
Recorded use (last 9 years on record)
In a median year this structure has a recorded diversion of 0 AF. Its most recent year on record, 2025, came in at 0 AF — —% of that, and 1st 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) |
|---|---|---|---|---|
| 2016 | 0 | 1st lowest of 9 · —% of median | 7 | 0.0 |
| 2017 | 61 | 9th lowest of 9 · —% of median | 51 | 1.0 |
| 2018 | 0 | 1st lowest of 9 · —% of median | 8 | 0.0 |
| 2019 | 0 | 1st lowest of 9 · —% of median | 9 | 0.0 |
| 2020 | 12 | 8th lowest of 9 · —% of median | 18 | 0.5 |
| 2021 | 0 | 1st lowest of 9 · —% of median | 6 | 0.0 |
| 2022 | 3 | 7th lowest of 9 · —% of median | 14 | 1.5 |
| 2024 | 0 | 1st lowest of 9 · —% of median | 1 | 0.0 |
| 2025 | 0 | 1st lowest of 9 · —% of median | 2 | 0.0 |
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.