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J. C. FREES PRIVATE DITCH
Structure dossier · WDID 4100526 · 1 · HAPPY CANYON CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:04 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 — 109th 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: SEEPAGE FEEDER DITCH NO1 (1911-09-02). Immediately behind: GARREN LEWIS DITCH (1911-09-02).
Decreed rights (4)
| 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 | 3.65 | 0.0 | C | IRR | 127 |
| 50769.22644 | 1911-12-31 | 1989-12-31 | 1.5 | 0.0 | C | STK | |
| 57343.45776 | 1975-05-01 | 2007-12-31 | 1.5 | 0.0 | C | IRRFISFIRSTKWLD | |
| 57343.56339 | 2004-04-01 | 2007-12-31 | 0.222 | 0.0 | C | IRRFISWLD |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,040 AF. Its most recent year on record, 2025, came in at 1,021 AF — 98% of that, and 6th 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 | 1,400 | 14th lowest of 15 · 135% of median | 329 | 3.1 |
| 2012 | 1,126 | 10th lowest of 15 · 108% of median | 333 | 2.6 |
| 2013 | 1,209 | 13th lowest of 15 · 116% of median | 351 | 3.0 |
| 2014 | 1,106 | 9th lowest of 15 · 106% of median | 331 | 2.5 |
| 2015 | 1,039 | 7th lowest of 15 · 100% of median | 342 | 2.8 |
| 2016 | 868 | 4th lowest of 15 · 84% of median | 354 | 2.2 |
| 2017 | 865 | 3rd lowest of 15 · 83% of median | 316 | 2.4 |
| 2018 | 1,009 | 5th lowest of 15 · 97% of median | 333 | 2.8 |
| 2019 | 1,137 | 11th lowest of 15 · 109% of median | 362 | 2.9 |
| 2020 | 1,189 | 12th lowest of 15 · 114% of median | 334 | 3.0 |
| 2021 | 848 | 2nd lowest of 15 · 82% of median | 310 | 2.7 |
| 2022 | 1,040 | 8th lowest of 15 · 100% of median | 336 | 2.8 |
| 2023 | 811 | 1st lowest of 15 · 78% of median | 322 | 2.8 |
| 2024 | 1,712 | 15th lowest of 15 · 165% of median | 366 | 5.1 |
| 2025 | 1,021 | 6th lowest of 15 · 98% of median | 277 | 3.7 |
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.