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HILLSIDE DITCH
Structure dossier · WDID 7200698 · 1 · PLATEAU CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:20 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 1912-03-01 — 249th 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: HAWXHURST RESERVOIR (1911-05-31). Immediately behind: ATWELL DITCH TATE CREEK (1912-05-08).
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 |
|---|---|---|---|---|---|---|---|
| 22995.22705 | 1912-03-01 | 1916-06-01 | 0.567 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 107 AF. Its most recent year on record, 2020, came in at 36 AF — 34% of that, and 4th 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) |
|---|---|---|---|---|
| 1993 | 208 | 14th lowest of 15 · 194% of median | 184 | 0.6 |
| 1994 | 105 | 7th lowest of 15 · 98% of median | 107 | 0.5 |
| 1995 | 69 | 5th lowest of 15 · 64% of median | 62 | 0.6 |
| 1996 | 14 | 1st lowest of 15 · 13% of median | 13 | 0.6 |
| 1997 | 207 | 13th lowest of 15 · 194% of median | 184 | 0.6 |
| 1998 | 165 | 11th lowest of 15 · 154% of median | 148 | 0.6 |
| 1999 | 192 | 12th lowest of 15 · 179% of median | 171 | 0.6 |
| 2000 | 107 | 8th lowest of 15 · 100% of median | 96 | 0.6 |
| 2001 | 23 | 3rd lowest of 15 · 22% of median | 21 | 0.6 |
| 2003 | 87 | 6th lowest of 15 · 81% of median | 89 | 0.5 |
| 2005 | 211 | 15th lowest of 15 · 197% of median | 214 | 0.5 |
| 2006 | 119 | 10th lowest of 15 · 111% of median | 61 | 1.0 |
| 2007 | 14 | 1st lowest of 15 · 13% of median | 15 | 0.5 |
| 2010 | 109 | 9th lowest of 15 · 102% of median | 93 | 0.6 |
| 2020 | 36 | 4th lowest of 15 · 34% of median | 42 | 0.5 |
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.