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REYNOLDS SPRING PIPELINE (OLD ORIGINAL)
Structure dossier · WDID 4001558 · 7 · REYNOLDS CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 19:52 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 in line
Priority 1884-12-15 — 125th most senior of the 4661 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: SHEPHERD DITCH (1884-10-25). Immediately behind: BIG FALL DITCH (1885-01-21).
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 |
|---|---|---|---|---|---|---|---|
| 12768.0 | 1884-12-15 | 1889-06-17 | 0.9 | 3.1 | C | MUN | 1 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 196 AF. Its most recent year on record, 2024, came in at 202 AF — 103% 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) |
|---|---|---|---|---|
| 2010 | 309 | 14th lowest of 15 · 158% of median | 304 | 1.0 |
| 2011 | 337 | 15th lowest of 15 · 172% of median | 181 | 1.8 |
| 2012 | 160 | 4th lowest of 15 · 82% of median | 191 | 0.5 |
| 2013 | 36 | 1st lowest of 15 · 18% of median | 61 | 0.3 |
| 2014 | 176 | 6th lowest of 15 · 90% of median | 305 | 0.3 |
| 2015 | 61 | 3rd lowest of 15 · 31% of median | 71 | 0.5 |
| 2016 | 242 | 11th lowest of 15 · 124% of median | 366 | 0.6 |
| 2017 | 245 | 12th lowest of 15 · 125% of median | 365 | 0.7 |
| 2018 | 286 | 13th lowest of 15 · 146% of median | 304 | 0.6 |
| 2019 | 42 | 2nd lowest of 15 · 21% of median | 72 | 0.3 |
| 2020 | 163 | 5th lowest of 15 · 83% of median | 228 | 0.4 |
| 2021 | 196 | 8th lowest of 15 · 100% of median | 365 | 0.3 |
| 2022 | 178 | 7th lowest of 15 · 91% of median | 365 | 0.3 |
| 2023 | 201 | 9th lowest of 15 · 103% of median | 365 | 0.4 |
| 2024 | 202 | 10th lowest of 15 · 103% of median | 305 | 0.4 |
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.