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JENNINGS ELSEN DITCH
Structure dossier · WDID 2800599 · 1 · TOMICHI CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:11 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 1885-12-31 — 26th most senior of the 1505 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: OWEN NO 2 DITCH (1885-05-31). Immediately behind: VADER RAUSIS DITCH (1885-12-31).
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 |
|---|---|---|---|---|---|---|---|
| 13149.0 | 1885-12-31 | 1894-05-01 | 0.0 | 0.0 | C | IRR | 22 |
| 16192.1324 | 1886-04-01 | 1904-04-29 | 0.0 | 0.0 | C | IRR | 82 |
| 19052.0 | 1902-03-01 | 1904-04-29 | 0.0 | 0.0 | C | IRR | 128 |
| 28311.13149 | 1885-12-31 | 1943-04-19 | 2.3 | 0.0 | C | IRR | 246 |
| 28311.1324 | 1886-04-01 | 1943-04-19 | 0.0 | 0.0 | C | IRR | 247 |
| 28311.19052 | 1902-03-01 | 1943-04-19 | 0.0 | 0.0 | C | IRR | 296 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 335 AF. Its most recent year on record, 2025, came in at 543 AF — 162% of that, and 11th 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 | 335 | 8th lowest of 15 · 100% of median | 71 | 4.0 |
| 2011 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
| 2012 | 0 | 1st lowest of 15 · 0% of median | 10 | 0.0 |
| 2013 | 311 | 7th lowest of 15 · 93% of median | 106 | 2.2 |
| 2014 | 1,694 | 14th lowest of 15 · 506% of median | 61 | 18.2 |
| 2015 | 2,757 | 15th lowest of 15 · 823% of median | 73 | 25.0 |
| 2016 | 426 | 9th lowest of 15 · 127% of median | 60 | 4.0 |
| 2017 | 942 | 13th lowest of 15 · 281% of median | 97 | 8.0 |
| 2019 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2020 | 169 | 5th lowest of 15 · 50% of median | 57 | 2.0 |
| 2021 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2022 | 194 | 6th lowest of 15 · 58% of median | 102 | 1.0 |
| 2023 | 631 | 12th lowest of 15 · 188% of median | 107 | 3.0 |
| 2024 | 528 | 10th lowest of 15 · 158% of median | 114 | 4.0 |
| 2025 | 543 | 11th lowest of 15 · 162% of median | 141 | 2.0 |
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.