Hydrohistorian
← My Water · Print / save as PDF
SJRH DITCH #2
Structure dossier · WDID 5802956 · 1 · PHILLIPS CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:43 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 1887-04-18 — 43rd most senior of the 3097 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: SOUTH SIDE DITCH (1887-04-18). Immediately behind: BARR DITCH (1887-05-01).
Decreed rights (3)
| 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 |
|---|---|---|---|---|---|---|---|
| 13622.0 | 1887-04-18 | 1892-09-22 | 0.5 | 0.0 | C | IRR | 28 |
| 33782.19875 | 1904-06-01 | 1946-09-14 | 0.5 | 0.0 | C | IRR | 289 |
| 58394.0 | 2009-11-16 | 2009-12-31 | 2.0 | 0.0 | C | IRRSTK |
Recorded use (last 6 years on record)
In a median year this structure has a recorded diversion of 192 AF. Its most recent year on record, 2025, came in at 72 AF — 38% of that, and 1st lowest of the 6 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) |
|---|---|---|---|---|
| 2013 | 121 | 3rd lowest of 6 · 63% of median | 61 | 1.0 |
| 2014 | 676 | 6th lowest of 6 · 352% of median | 365 | 2.0 |
| 2015 | 440 | 5th lowest of 6 · 229% of median | 365 | 1.5 |
| 2016 | 263 | 4th lowest of 6 · 137% of median | 315 | 1.5 |
| 2017 | 120 | 2nd lowest of 6 · 62% of median | 120 | 0.5 |
| 2025 | 72 | 1st lowest of 6 · 38% of median | 158 | 0.3 |
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.