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JAMES-CARR SEPG D NO 2
Structure dossier · WDID 3000577 · 1 · ANIMAS RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:01 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 1953-06-10 — 551st most senior of the 2277 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: JAMES-CARR SEPG D NO 1 (1953-06-01). Immediately behind: HINE WELL NO 44418 (1953-07-31).
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 |
|---|---|---|---|---|---|---|---|
| 37781.0 | 1953-06-10 | 1966-03-21 | 5.3 | 0.0 | C | IRR | 65-68 |
Recorded use (last 10 years on record)
In a median year this structure has a recorded diversion of 626 AF. Its most recent year on record, 1980, came in at 645 AF — 103% of that, and 6th lowest of the 10 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) |
|---|---|---|---|---|
| 1968 | 0 | 1st lowest of 10 · 0% of median | 1 | 0.0 |
| 1969 | 1,281 | 10th lowest of 10 · 205% of median | 153 | 4.5 |
| 1970 | 1,022 | 7th lowest of 10 · 163% of median | 186 | 3.5 |
| 1971 | 607 | 5th lowest of 10 · 97% of median | 114 | 3.0 |
| 1972 | 1,041 | 8th lowest of 10 · 166% of median | 213 | 4.0 |
| 1973 | 565 | 4th lowest of 10 · 90% of median | 105 | 6.0 |
| 1974 | 1,059 | 9th lowest of 10 · 169% of median | 113 | 7.0 |
| 1975 | 518 | 2nd lowest of 10 · 83% of median | 53 | 7.0 |
| 1976 | 543 | 3rd lowest of 10 · 87% of median | 69 | 7.0 |
| 1980 | 645 | 6th lowest of 10 · 103% of median | 80 | 5.0 |
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.