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JESSUP DITCH 2
Structure dossier · WDID 4300725 · 1 · STEWART GULCH · DWR record
Where this page's figures come from
Generated 2026-08-27 20:36 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 1888-04-14 — 105th most senior of the 3293 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: OAK RIDGE PARK DITCH (1887-12-20). Immediately behind: UPPER & HERWICK D1&2 HG (1888-04-15).
Decreed rights (2)
| 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 |
|---|---|---|---|---|---|---|---|
| 13984.0 | 1888-04-14 | 1889-05-10 | 0.4 | 0.0 | C | IRR | 90 |
| 32172.24592 | 1917-05-01 | 1942-05-26 | 0.2 | 0.0 | C | IRR | 467-Z1 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 129 AF. Its most recent year on record, 2025, came in at 289 AF — 224% of that, and 14th 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) |
|---|---|---|---|---|
| 2008 | 68 | 4th lowest of 15 · 53% of median | 26 | 1.5 |
| 2010 | 144 | 9th lowest of 15 · 112% of median | 86 | 1.5 |
| 2011 | 129 | 8th lowest of 15 · 100% of median | 57 | 1.5 |
| 2012 | 98 | 7th lowest of 15 · 76% of median | 34 | 1.5 |
| 2013 | 75 | 5th lowest of 15 · 58% of median | 66 | 0.6 |
| 2015 | 33 | 2nd lowest of 15 · 26% of median | 31 | 0.6 |
| 2016 | 94 | 6th lowest of 15 · 73% of median | 44 | 1.1 |
| 2017 | 0 | 1st lowest of 15 · 0% of median | 5 | 0.0 |
| 2018 | 54 | 3rd lowest of 15 · 42% of median | 20 | 1.5 |
| 2019 | 287 | 13th lowest of 15 · 222% of median | 114 | 1.5 |
| 2021 | 149 | 10th lowest of 15 · 116% of median | 61 | 1.3 |
| 2022 | 189 | 11th lowest of 15 · 146% of median | 68 | 1.7 |
| 2023 | 245 | 12th lowest of 15 · 190% of median | 75 | 1.8 |
| 2024 | 289 | 14th lowest of 15 · 224% of median | 112 | 2.0 |
| 2025 | 289 | 14th lowest of 15 · 224% of median | 90 | 1.8 |
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.