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LIDDLE DITCH
Structure dossier · WDID 6400502 · 1 · SOUTH PLATTE RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:29 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 1890-10-22 — 114th most senior of the 2052 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 PLATTE RIVER COMPACT (1897-06-14). Immediately behind: RUSSELL SIDEBOTHAM DITCH (1890-10-22).
Decreed rights (4)
| 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 |
|---|---|---|---|---|---|---|---|
| 17846.14905 | 1890-10-22 | 1908-12-08 | 0.0 | 0.0 | C | IRR | |
| 17846.15269 | 1891-10-21 | 1908-12-08 | 10.0 | 0.0 | C | IRR | |
| 53726.0 | 1997-02-04 | 1997-12-31 | 7.0 | 0.0 | C | AUGRCH | |
| 55882.0 | 2002-12-31 | 2002-12-31 | 0.0 | 0.0 | C | IRRMUNCOMFIRSTKRCHWLD |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,004 AF. Its most recent year on record, 2024, came in at 653 AF — 65% of that, and 4th lowest of the 15 years with a recorded volume.
This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.
| 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 | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2010 | 1,330 | 11th lowest of 15 · 132% of median | — | 97 | 57.8 |
| 2011 | 1,004 | 8th lowest of 15 · 100% of median | — | 52 | 27.8 |
| 2012 | 1,284 | 10th lowest of 15 · 128% of median | — | 89 | 22.9 |
| 2013 | 1,567 | 13th lowest of 15 · 156% of median | — | 181 | 14.4 |
| 2014 | 1,161 | 9th lowest of 15 · 116% of median | — | 116 | 16.4 |
| 2015 | 1,000 | 7th lowest of 15 · 100% of median | — | 116 | 10.8 |
| 2016 | 832 | 5th lowest of 15 · 83% of median | — | 49 | 18.6 |
| 2017 | 994 | 6th lowest of 15 · 99% of median | — | 97 | 15.8 |
| 2018 | 273 | 1st lowest of 15 · 27% of median | — | 23 | 10.4 |
| 2019 | 415 | 2nd lowest of 15 · 41% of median | — | 27 | 22.3 |
| 2020 | 1,697 | 14th lowest of 15 · 169% of median | — | 57 | 27.7 |
| 2021 | 2,003 | 15th lowest of 15 · 200% of median | — | 139 | 17.8 |
| 2022 | 1,425 | 12th lowest of 15 · 142% of median | — | 110 | 17.5 |
| 2023 | 495 | 3rd lowest of 15 · 49% of median | — | 77 | 12.3 |
| 2024 | 653 | 4th lowest of 15 · 65% of median | — | 67 | 17.3 |
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.