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JOHNSON AND EDWARDS DITCH
Structure dossier · WDID 0100526 · 1 · SOUTH PLATTE RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:12 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 1872-06-01 — 13th most senior of the 7705 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: BIJOU CANAL (1871-10-01). Immediately behind: TRAUTWEIN WELL 7119 (1872-06-01).
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 |
|---|---|---|---|---|---|---|---|
| 8188.0 | 1872-06-01 | 1895-11-21 | 15.0 | 0.0 | C | IRR | |
| 13249.0 | 1886-04-10 | 1895-11-21 | 48.0 | 0.0 | C | IRR | |
| 51488.0 | 1990-12-20 | 1990-12-31 | 0.0 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 2,006 AF. Its most recent year on record, 2024, came in at 607 AF — 30% of that, and 2nd 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) |
|---|---|---|---|---|
| 2010 | 2,861 | 13th lowest of 15 · 143% of median | 112 | 40.2 |
| 2011 | 3,967 | 15th lowest of 15 · 198% of median | 153 | 35.6 |
| 2012 | 1,362 | 5th lowest of 15 · 68% of median | 61 | 28.2 |
| 2013 | 1,915 | 7th lowest of 15 · 96% of median | 49 | 33.2 |
| 2014 | 2,050 | 10th lowest of 15 · 102% of median | 75 | 32.5 |
| 2015 | 2,644 | 12th lowest of 15 · 132% of median | 78 | 38.3 |
| 2016 | 1,795 | 6th lowest of 15 · 90% of median | 36 | 33.8 |
| 2017 | 2,006 | 8th lowest of 15 · 100% of median | 60 | 33.4 |
| 2018 | 3,383 | 14th lowest of 15 · 169% of median | 85 | 35.3 |
| 2019 | 2,045 | 9th lowest of 15 · 102% of median | 57 | 36.2 |
| 2020 | 2,152 | 11th lowest of 15 · 107% of median | 57 | 32.8 |
| 2021 | 976 | 4th lowest of 15 · 49% of median | 29 | 32.3 |
| 2022 | 701 | 3rd lowest of 15 · 35% of median | 23 | 32.4 |
| 2023 | 498 | 1st lowest of 15 · 25% of median | 29 | 19.8 |
| 2024 | 607 | 2nd lowest of 15 · 30% of median | 19 | 30.2 |
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.