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SPRING CREEK DITCH NO 1
Structure dossier · WDID 6000767 · 1 · TABEGUACHE CREEK · 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 (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 1905-07-30 — 706th most senior of the 2893 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: ROSS GWIN DITCH NO 2 (1900-07-17). Immediately behind: SPRING CREEK DITCH NO 2 (1905-07-30).
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 |
|---|---|---|---|---|---|---|---|
| 23681.20299 | 1905-07-30 | 1916-09-30 | 1.0 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 259 AF. Its most recent year on record, 2001, came in at 63 AF — 24% of that, and 2nd 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) |
|---|---|---|---|---|
| 1987 | 191 | 4th lowest of 15 · 74% of median | 81 | 1.5 |
| 1988 | 416 | 11th lowest of 15 · 161% of median | 99 | 3.0 |
| 1989 | 215 | 5th lowest of 15 · 83% of median | 142 | 1.5 |
| 1990 | 44 | 1st lowest of 15 · 17% of median | 28 | 1.0 |
| 1991 | 86 | 3rd lowest of 15 · 33% of median | 50 | 1.0 |
| 1992 | 434 | 12th lowest of 15 · 168% of median | 121 | 2.5 |
| 1993 | 334 | 9th lowest of 15 · 129% of median | 83 | 3.0 |
| 1994 | 382 | 10th lowest of 15 · 148% of median | 107 | 3.2 |
| 1995 | 719 | 15th lowest of 15 · 278% of median | 175 | 3.2 |
| 1996 | 707 | 14th lowest of 15 · 273% of median | 174 | 3.2 |
| 1997 | 644 | 13th lowest of 15 · 249% of median | 163 | 4.0 |
| 1998 | 236 | 7th lowest of 15 · 91% of median | 71 | 2.8 |
| 1999 | 259 | 8th lowest of 15 · 100% of median | 173 | 1.5 |
| 2000 | 218 | 6th lowest of 15 · 84% of median | 199 | 2.3 |
| 2001 | 63 | 2nd lowest of 15 · 24% of median | 44 | 1.3 |
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.