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EHROWITZ D
Structure dossier · WDID 2000614 · 1 · RIO GRANDE · DWR record
Where this page's figures come from
Generated 2026-08-27 21:00 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 1879-08-31 — 170th most senior of the 8016 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: CHICAGO D (1879-07-15). Immediately behind: HERMANTHAL D (1879-08-31).
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 |
|---|---|---|---|---|---|---|---|
| 10835.0 | 1879-08-31 | 1896-05-01 | 1.6 | 0.0 | C | IRR | 175 |
| 11094.0 | 1880-05-16 | 1896-05-01 | 1.25 | 0.0 | C | IRR | 187 |
| 14016.0 | 1888-05-16 | 1896-05-01 | 0.5 | 0.0 | C | IRR | 335 |
| 19456.17637 | 1898-04-15 | 1916-09-13 | 2.0 | 0.0 | C | IRR | 1916-43 |
| 19456.18992 | 1901-12-31 | 1916-09-13 | 4.0 | 0.0 | C | IRR | 1916-57 |
| 21183.0 | 1907-12-31 | 1916-09-13 | 3.0 | 0.0 | C | IRR | 1916-69 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,165 AF. Its most recent year on record, 2025, came in at 961 AF — 82% of that, and 3rd 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) |
|---|---|---|---|---|
| 2011 | 1,295 | 14th lowest of 15 · 111% of median | 218 | 4.3 |
| 2012 | 1,197 | 9th lowest of 15 · 103% of median | 217 | 5.3 |
| 2013 | 1,232 | 11th lowest of 15 · 106% of median | 207 | 3.8 |
| 2014 | 1,238 | 12th lowest of 15 · 106% of median | 215 | 9.4 |
| 2015 | 1,222 | 10th lowest of 15 · 105% of median | 216 | 6.0 |
| 2016 | 914 | 1st lowest of 15 · 78% of median | 275 | 3.4 |
| 2017 | 1,067 | 5th lowest of 15 · 92% of median | 309 | 3.4 |
| 2018 | 951 | 2nd lowest of 15 · 82% of median | 191 | 3.4 |
| 2019 | 1,320 | 15th lowest of 15 · 113% of median | 224 | 12.4 |
| 2020 | 1,165 | 8th lowest of 15 · 100% of median | 217 | 3.4 |
| 2021 | 1,020 | 4th lowest of 15 · 88% of median | 202 | 3.4 |
| 2022 | 1,156 | 6th lowest of 15 · 99% of median | 216 | 3.9 |
| 2023 | 1,162 | 7th lowest of 15 · 100% of median | 215 | 5.1 |
| 2024 | 1,276 | 13th lowest of 15 · 110% of median | 212 | 4.9 |
| 2025 | 961 | 3rd lowest of 15 · 82% of median | 188 | 6.0 |
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.