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SAND CREEK DITCH SYSTEM
Structure dossier · WDID 4800572 · 1 · DEADMAN CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:50 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 1899-06-15 — 34th most senior of the 143 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: PARKER DITCH (1896-10-10). Immediately behind: BROWN DITCH PORTER CREEK (1900-09-10).
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 |
|---|---|---|---|---|---|---|---|
| 18063.0 | 1899-06-15 | 1906-10-11 | 288.0 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,107 AF. Its most recent year on record, 2024, came in at 1,229 AF — 111% of that, and 9th 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 | 647 | 3rd lowest of 15 · 58% of median | 67 | 11.8 |
| 2011 | 1,074 | 7th lowest of 15 · 97% of median | 49 | 41.0 |
| 2012 | 621 | 2nd lowest of 15 · 56% of median | 70 | 10.3 |
| 2013 | 891 | 4th lowest of 15 · 80% of median | 66 | 17.1 |
| 2014 | 1,795 | 15th lowest of 15 · 162% of median | 91 | 36.2 |
| 2015 | 1,107 | 8th lowest of 15 · 100% of median | 112 | 27.2 |
| 2016 | 296 | 1st lowest of 15 · 27% of median | 46 | 12.3 |
| 2017 | 1,748 | 13th lowest of 15 · 158% of median | 116 | 39.0 |
| 2018 | 1,259 | 10th lowest of 15 · 114% of median | 111 | 24.0 |
| 2019 | 1,775 | 14th lowest of 15 · 160% of median | 116 | 36.0 |
| 2020 | 980 | 5th lowest of 15 · 88% of median | 87 | 28.5 |
| 2021 | 997 | 6th lowest of 15 · 90% of median | 75 | 24.0 |
| 2022 | 1,290 | 11th lowest of 15 · 116% of median | 89 | 26.5 |
| 2023 | 1,581 | 12th lowest of 15 · 143% of median | 89 | 50.0 |
| 2024 | 1,229 | 9th lowest of 15 · 111% of median | 62 | 36.0 |
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.