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GREAGER PIPELINE & DITCH
Structure dossier · WDID 6000615 · 1 · NATURITA CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:03 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 1926-10-22 — 848th 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: CLARA GULCH PIPELINE (1924-09-29). Immediately behind: KINLEY DITCH (1911-08-15).
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 |
|---|---|---|---|---|---|---|---|
| 30604.28053 | 1926-10-22 | 1939-11-01 | 0.5 | 0.0 | C | IRRRECDOM | 278 |
Recorded use (last 12 years on record)
In a median year this structure has a recorded diversion of 65 AF. Its most recent year on record, 2009, came in at 71 AF — 109% of that, and 7th 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) |
|---|---|---|---|---|
| 1992 | 71 | 7th lowest of 12 · 109% of median | 73 | 0.5 |
| 1993 | 83 | 9th lowest of 12 · 128% of median | 92 | 0.5 |
| 1994 | 50 | 5th lowest of 12 · 77% of median | 71 | 0.5 |
| 1995 | 88 | 10th lowest of 12 · 135% of median | 90 | 0.5 |
| 1996 | 23 | 3rd lowest of 12 · 35% of median | 24 | 0.5 |
| 1997 | 59 | 6th lowest of 12 · 91% of median | 61 | 0.5 |
| 1998 | 0 | 1st lowest of 12 · 0% of median | 2 | 0.0 |
| 1999 | 97 | 11th lowest of 12 · 149% of median | 196 | 0.2 |
| 2000 | 18 | 2nd lowest of 12 · 28% of median | 38 | 0.2 |
| 2007 | 47 | 4th lowest of 12 · 72% of median | 41 | 1.3 |
| 2008 | 167 | 12th lowest of 12 · 257% of median | 56 | 2.8 |
| 2009 | 71 | 7th lowest of 12 · 109% of median | 54 | 0.7 |
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.