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GARREN LEWIS DITCH
Structure dossier · WDID 4100528 · 1 · DRY CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:01 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 1911-09-02 — 110th most senior of the 1104 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: J. C. FREES PRIVATE DITCH (1911-09-02). Immediately behind: HAIRPIN LTL D (1911-09-02).
Decreed rights (1)
| 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 |
|---|---|---|---|---|---|---|---|
| 24221.22524 | 1911-09-02 | 1929-07-03 | 2.5 | 0.0 | C | IRR | 141 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 450 AF. Its most recent year on record, 2025, came in at 479 AF — 106% of that, and 10th 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 | 232 | 2nd lowest of 15 · 52% of median | 94 | 2.5 |
| 2012 | 499 | 12th lowest of 15 · 111% of median | 135 | 2.0 |
| 2013 | 452 | 9th lowest of 15 · 100% of median | 113 | 3.8 |
| 2014 | 232 | 2nd lowest of 15 · 52% of median | 56 | 3.0 |
| 2015 | 339 | 5th lowest of 15 · 75% of median | 83 | 4.0 |
| 2016 | 155 | 1st lowest of 15 · 34% of median | 40 | 3.0 |
| 2017 | 3,105 | 15th lowest of 15 · 690% of median | 164 | 14.5 |
| 2018 | 450 | 8th lowest of 15 · 100% of median | 120 | 4.0 |
| 2019 | 431 | 6th lowest of 15 · 96% of median | 137 | 3.0 |
| 2020 | 540 | 14th lowest of 15 · 120% of median | 157 | 2.5 |
| 2021 | 502 | 13th lowest of 15 · 112% of median | 139 | 3.0 |
| 2022 | 305 | 4th lowest of 15 · 68% of median | 79 | 3.5 |
| 2023 | 436 | 7th lowest of 15 · 97% of median | 96 | 3.0 |
| 2024 | 486 | 11th lowest of 15 · 108% of median | 128 | 2.5 |
| 2025 | 479 | 10th lowest of 15 · 106% of median | 135 | 3.5 |
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.