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JUNIATA DITCH 1ST ENL
Structure dossier · WDID 4200528 · 1 · KANNAH CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:09 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 1884-11-01 — 9th most senior of the 726 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: BROWN & CAMPION D (1884-11-01). Immediately behind: KANNAH CREEK HIGHLINE D (1884-11-01).
Decreed rights (6)
| 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 |
|---|---|---|---|---|---|---|---|
| 12724.0 | 1884-11-01 | 1888-07-25 | 1.37 | 0.0 | C | IRR | 2 |
| 13904.0 | 1888-01-25 | 1888-07-25 | 0.0 | 0.0 | C | IRR | 11 |
| 32750.0 | 1939-09-01 | 1941-07-25 | 54.0 | 0.0 | C | STOIRR | NO.24 |
| 34419.12419 | 1884-01-01 | 1959-07-21 | 0.0 | 0.0 | C | DOMSTK | 611 |
| 37788.0 | 1953-06-17 | 1959-07-21 | 75.0 | 0.0 | C | STO | |
| 52950.0 | 1994-12-21 | 1994-12-31 | 129.0 | 0.0 | C | MUN |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 5,462 AF. Its most recent year on record, 2024, came in at 3,837 AF — 70% of that, and 6th 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 | 5,462 | 8th lowest of 15 · 100% of median | — | 365 | 79.0 |
| 2011 | 8,048 | 15th lowest of 15 · 147% of median | 550 | 365 | 73.0 |
| 2012 | 3,459 | 4th lowest of 15 · 63% of median | — | 268 | 56.3 |
| 2013 | 4,355 | 7th lowest of 15 · 80% of median | — | 303 | 60.4 |
| 2014 | 6,311 | 10th lowest of 15 · 116% of median | — | 340 | 58.4 |
| 2015 | 6,275 | 9th lowest of 15 · 115% of median | — | 327 | 45.4 |
| 2016 | 6,975 | 13th lowest of 15 · 128% of median | — | 366 | 55.3 |
| 2017 | 6,401 | 11th lowest of 15 · 117% of median | — | 353 | 54.2 |
| 2018 | 1,706 | 2nd lowest of 15 · 31% of median | — | 214 | 48.9 |
| 2019 | 7,879 | 14th lowest of 15 · 144% of median | — | 200 | 84.2 |
| 2020 | 1,639 | 1st lowest of 15 · 30% of median | — | 142 | 50.3 |
| 2021 | 1,888 | 3rd lowest of 15 · 35% of median | — | 304 | 25.2 |
| 2022 | 3,817 | 5th lowest of 15 · 70% of median | — | 121 | 97.8 |
| 2023 | 6,758 | 12th lowest of 15 · 124% of median | — | 365 | 91.8 |
| 2024 | 3,837 | 6th lowest of 15 · 70% of median | — | 305 | 28.3 |
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.