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HAMMER SPRING AND POND
Structure dossier · WDID 3900938 · 4 · HARVEY GAP · DWR record
Where this page's figures come from
Generated 2026-08-27 21:12 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 1906-12-31 — 800th most senior of the 1758 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: SNYDER SPRING (1974-10-25). Immediately behind: HAMMER SPRING AND POND (1906-12-31).
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 |
|---|---|---|---|---|---|---|---|
| 45655.20818 | 1906-12-31 | 1975-12-31 | 0.25 | 0.0 | A | IRRSTK |
Recorded use (last 11 years on record)
In a median year this structure has a recorded diversion of 61 AF. Its most recent year on record, 1994, came in at 7 AF — 12% of that, and 1st lowest of the 11 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) |
|---|---|---|---|---|
| 1984 | 36 | 2nd lowest of 11 · 59% of median | 61 | 0.3 |
| 1985 | 196 | 11th lowest of 11 · 321% of median | 253 | 0.5 |
| 1986 | 127 | 10th lowest of 11 · 208% of median | 181 | 0.5 |
| 1987 | 116 | 9th lowest of 11 · 190% of median | 304 | 0.6 |
| 1988 | 112 | 8th lowest of 11 · 184% of median | 190 | 0.4 |
| 1989 | 73 | 7th lowest of 11 · 120% of median | 192 | 0.2 |
| 1990 | 61 | 6th lowest of 11 · 100% of median | 202 | 0.2 |
| 1991 | 60 | 5th lowest of 11 · 98% of median | 203 | 0.2 |
| 1992 | 42 | 4th lowest of 11 · 69% of median | 214 | 0.1 |
| 1993 | 39 | 3rd lowest of 11 · 64% of median | 198 | 0.1 |
| 1994 | 7 | 1st lowest of 11 · 12% of median | 177 | 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.