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SPRUCE CREEK NO 1 DITCH
Structure dossier · WDID 5200643 · 1 · SPRUCE CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:14 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 1900-04-30 — 117th most senior of the 562 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: MOOREHEAD DITCH (1895-06-06). Immediately behind: SPRUCE CREEK NO 3 DITCH (1900-07-15).
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 |
|---|---|---|---|---|---|---|---|
| 29437.18382 | 1900-04-30 | 1946-08-30 | 2.17 | 0.0 | C | IRR | 120 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 111 AF. Its most recent year on record, 2019, came in at 358 AF — 322% of that, and 15th 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) |
|---|---|---|---|---|
| 1999 | 88 | 5th lowest of 15 · 79% of median | 65 | 0.8 |
| 2000 | 104 | 7th lowest of 15 · 94% of median | 66 | 0.8 |
| 2001 | 65 | 1st lowest of 15 · 59% of median | 64 | 0.6 |
| 2002 | 76 | 3rd lowest of 15 · 68% of median | 57 | 1.0 |
| 2003 | 169 | 12th lowest of 15 · 152% of median | 68 | 1.4 |
| 2004 | 129 | 9th lowest of 15 · 116% of median | 82 | 1.0 |
| 2005 | 140 | 11th lowest of 15 · 126% of median | 94 | 0.8 |
| 2006 | 134 | 10th lowest of 15 · 121% of median | 100 | 0.8 |
| 2007 | 65 | 1st lowest of 15 · 59% of median | 68 | 0.5 |
| 2008 | 81 | 4th lowest of 15 · 73% of median | 55 | 0.8 |
| 2009 | 111 | 8th lowest of 15 · 100% of median | 57 | 1.0 |
| 2010 | 196 | 14th lowest of 15 · 177% of median | 64 | 1.8 |
| 2011 | 178 | 13th lowest of 15 · 160% of median | 65 | 1.4 |
| 2012 | 88 | 5th lowest of 15 · 79% of median | 50 | 1.2 |
| 2019 | 358 | 15th lowest of 15 · 322% of median | 131 | 1.6 |
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.