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ANDERSON FEEDER DITCH
Structure dossier · WDID 7200506 · 1 · KENNEY 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 1954-07-22 — 715th most senior of the 2166 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: SEVERSON NO 1 WELL (1954-05-31). Immediately behind: BALDRIDGMTN RESERVOIR (1954-12-31).
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 |
|---|---|---|---|---|---|---|---|
| 38188.0 | 1954-07-22 | 1959-07-21 | 22.7 | 0.0 | C | OTH |
Recorded use (last 13 years on record)
In a median year this structure has a recorded diversion of 253 AF. Its most recent year on record, 2009, came in at 226 AF — 89% of that, and 5th lowest of the 13 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) |
|---|---|---|---|---|
| 1994 | 2,024 | 11th lowest of 13 · 800% of median | 144 | 20.0 |
| 1995 | 2,451 | 12th lowest of 13 · 969% of median | 72 | 22.7 |
| 1996 | 101 | 2nd lowest of 13 · 40% of median | 52 | 2.0 |
| 1997 | 4,282 | 13th lowest of 13 · 1692% of median | 145 | 22.7 |
| 1998 | 1,348 | 10th lowest of 13 · 533% of median | 152 | 4.5 |
| 2002 | 232 | 6th lowest of 13 · 92% of median | 79 | 1.5 |
| 2003 | 1,230 | 9th lowest of 13 · 486% of median | 32 | 20.0 |
| 2004 | 674 | 8th lowest of 13 · 266% of median | 35 | 10.0 |
| 2005 | 62 | 1st lowest of 13 · 24% of median | 22 | 1.5 |
| 2006 | 167 | 3rd lowest of 13 · 66% of median | 43 | 2.0 |
| 2007 | 222 | 4th lowest of 13 · 88% of median | 33 | 3.5 |
| 2008 | 253 | 7th lowest of 13 · 100% of median | 52 | 2.5 |
| 2009 | 226 | 5th lowest of 13 · 89% of median | 39 | 3.0 |
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.