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NEVINS-STRUNK SPG NO 1
Structure dossier · WDID 5301103 · 4 · EGERIA CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:27 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 1966-08-01 — 641st most senior of the 1231 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: DOTSERO WLDLF AR SP NO 1 (1960-02-19). Immediately behind: NEVINS-STRUNK SPG NO 2 (1966-08-01).
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 |
|---|---|---|---|---|---|---|---|
| 45290.42581 | 1966-08-01 | 1974-12-31 | 0.088 | 0.0 | C | IRRRECSTK |
Recorded use (last 12 years on record)
In a median year this structure has a recorded diversion of 21 AF. Its most recent year on record, 2001, came in at 22 AF — 105% of that, and 7th lowest of the 12 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) |
|---|---|---|---|---|
| 1985 | 32 | 8th lowest of 12 · 152% of median | 183 | 0.1 |
| 1986 | 32 | 8th lowest of 12 · 152% of median | 183 | 0.1 |
| 1987 | 110 | 12th lowest of 12 · 524% of median | 102 | 0.6 |
| 1988 | 53 | 11th lowest of 12 · 252% of median | 64 | 0.4 |
| 1989 | 50 | 10th lowest of 12 · 238% of median | 61 | 0.4 |
| 1995 | 6 | 1st lowest of 12 · 29% of median | 106 | 0.0 |
| 1996 | 8 | 2nd lowest of 12 · 38% of median | 140 | 0.0 |
| 1997 | 9 | 3rd lowest of 12 · 43% of median | 45 | 0.1 |
| 1998 | 14 | 5th lowest of 12 · 67% of median | 73 | 0.1 |
| 1999 | 11 | 4th lowest of 12 · 52% of median | 57 | 0.1 |
| 2000 | 20 | 6th lowest of 12 · 95% of median | 103 | 0.1 |
| 2001 | 22 | 7th lowest of 12 · 105% of median | 113 | 0.1 |
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.