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CARLSON NO 2 SPRING AND DITCH
Structure dossier · WDID 5100994 · 1 · TRAIL CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:34 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.
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 1912-09-18 — 614th most senior of the 2208 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: CARLSON NO 1 SPRING AND DITCH (1891-05-01). Immediately behind: MEADOW SPRINGS CREEK DITCH (1919-06-01).
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 |
|---|---|---|---|---|---|---|---|
| 39095.22906 | 1912-09-18 | 1972-05-30 | 2.5 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 128 AF. Its most recent year on record, 2000, came in at 290 AF — 227% 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) |
|---|---|---|---|---|
| 1985 | 184 | 10th lowest of 15 · 144% of median | 60 | 2.7 |
| 1986 | 237 | 12th lowest of 15 · 185% of median | 70 | 2.8 |
| 1987 | 65 | 4th lowest of 15 · 51% of median | 67 | 0.5 |
| 1988 | 127 | 7th lowest of 15 · 99% of median | 41 | 2.5 |
| 1989 | 55 | 1st lowest of 15 · 43% of median | 44 | 1.0 |
| 1990 | 218 | 11th lowest of 15 · 170% of median | 45 | 2.5 |
| 1991 | 61 | 2nd lowest of 15 · 48% of median | 33 | 1.0 |
| 1992 | 61 | 2nd lowest of 15 · 48% of median | 32 | 1.0 |
| 1993 | 65 | 4th lowest of 15 · 51% of median | 34 | 1.0 |
| 1994 | 68 | 6th lowest of 15 · 53% of median | 43 | 1.2 |
| 1995 | 128 | 8th lowest of 15 · 100% of median | 59 | 1.2 |
| 1997 | 408 | 14th lowest of 15 · 319% of median | 176 | 2.5 |
| 1998 | 449 | 15th lowest of 15 · 351% of median | 178 | 1.9 |
| 1999 | 157 | 9th lowest of 15 · 123% of median | 62 | 1.3 |
| 2000 | 290 | 13th lowest of 15 · 227% of median | 73 | 2.5 |
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.