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SMITH-HOLMES SPG WW HDGT2
Structure dossier · WDID 7201484 · 1 · COLORADO RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:07 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.
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 1952-06-01 — 676th most senior of the 2166 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: SMITH-HOLMES SPG WW HDGT1 (1952-06-01). Immediately behind: RABBIT VALLEY NO 01 RES (1952-06-07).
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 |
|---|---|---|---|---|---|---|---|
| 37407.0 | 1952-06-01 | 1959-07-21 | 0.18 | 0.0 | C | IRR |
Recorded use (last 12 years on record)
In a median year this structure has a recorded diversion of 184 AF. Its most recent year on record, 2015, came in at 219 AF — 119% of that, and 10th 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) |
|---|---|---|---|---|
| 2000 | 182 | 6th lowest of 12 · 99% of median | 133 | 1.0 |
| 2001 | 242 | 11th lowest of 12 · 132% of median | 166 | 0.8 |
| 2002 | 150 | 5th lowest of 12 · 82% of median | 125 | 0.8 |
| 2003 | 274 | 12th lowest of 12 · 149% of median | 197 | 0.8 |
| 2004 | 132 | 4th lowest of 12 · 72% of median | 162 | 0.5 |
| 2005 | 131 | 3rd lowest of 12 · 71% of median | 159 | 0.5 |
| 2006 | 113 | 2nd lowest of 12 · 61% of median | 146 | 0.5 |
| 2007 | 97 | 1st lowest of 12 · 53% of median | 124 | 0.5 |
| 2008 | 186 | 7th lowest of 12 · 101% of median | 206 | 1.0 |
| 2013 | 197 | 8th lowest of 12 · 107% of median | 215 | 0.5 |
| 2014 | 213 | 9th lowest of 12 · 116% of median | 231 | 0.5 |
| 2015 | 219 | 10th lowest of 12 · 119% of median | 230 | 0.5 |
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.