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LITTLE HILLS ALT HG 7
Structure dossier · WDID 4302615 · 1 · PICEANCE CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:48 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 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 1886-03-20 — 41st most senior of the 3293 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: LITTLE HILLS ALT HG 6 (1886-03-20). Immediately behind: LITTLE HILLS ALT HG 8 (1886-03-20).
Decreed rights (7)
| 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 |
|---|---|---|---|---|---|---|---|
| 13228.0 | 1886-03-20 | 1889-05-10 | 0.0 | 0.0 | C | IRR | 31 |
| 13362.0 | 1886-08-01 | 1889-05-10 | 0.0 | 0.0 | C | IRR | 46 |
| 13394.0 | 1886-09-02 | 1889-05-10 | 0.0 | 0.0 | C | IRR | 49 |
| 13971.0 | 1888-04-01 | 1889-05-10 | 0.0 | 0.0 | C | IRR | 89 |
| 14001.0 | 1888-05-01 | 1889-05-10 | 0.0 | 0.0 | C | IRR | 94 |
| 14002.0 | 1888-05-02 | 1889-05-10 | 0.0 | 0.0 | C | IRR | 96 |
| 23255.14393 | 1889-05-28 | 1913-09-03 | 0.0 | 0.0 | C | IRR | 195 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 16 AF. Its most recent year on record, 2024, came in at 287 AF — 1794% of that, and 13th 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) |
|---|---|---|---|---|
| 2005 | 31 | 9th lowest of 15 · 194% of median | 37 | 0.5 |
| 2007 | 4 | 6th lowest of 15 · 25% of median | 10 | 0.2 |
| 2008 | 50 | 10th lowest of 15 · 312% of median | 116 | 0.2 |
| 2009 | 153 | 11th lowest of 15 · 956% of median | 133 | 0.8 |
| 2010 | 519 | 14th lowest of 15 · 3244% of median | 151 | 4.0 |
| 2011 | 270 | 12th lowest of 15 · 1688% of median | 92 | 1.6 |
| 2013 | 16 | 8th lowest of 15 · 100% of median | 38 | 0.2 |
| 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 | 4 | 0.0 |
| 2017 | 0 | 1st lowest of 15 · 0% of median | 3 | 0.0 |
| 2018 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2020 | 13 | 7th lowest of 15 · 81% of median | 51 | 0.2 |
| 2023 | 765 | 15th lowest of 15 · 4781% of median | 117 | 4.4 |
| 2024 | 287 | 13th lowest of 15 · 1794% of median | 93 | 2.6 |
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.