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BRUCE SPRUCE DITCH

Structure dossier · WDID 2900548 · 1 · WEST FORK SAN JUAN RIVER · DWR record

Where this page's figures come from

Generated 2026-08-27 22:03 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1936-06-01282nd most senior of the 853 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: GALE RESERVOIR NO. 1 (1935-12-31). Immediately behind: BRUCE SPRUCE DITCH AP (1936-06-01).

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. UnitsUsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on.Case
41016.315631936-06-011968-12-19 2.680.0 CIRRDOM 68-55

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 288 AF. Its most recent year on record, 2025, came in at 264 AF — 92% of that, and 6th lowest of the 15 years with a recorded volume.

This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.

YearDiverted (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 recordReleased (AF)Days recordedPeak (cfs)
2011 409 10th lowest of 15 · 142% of median 142 4.1
2012 4,997 15th lowest of 15 · 1735% of median 190 261.0
2013 439 11th lowest of 15 · 152% of median 158 3.3
2014 288 8th lowest of 15 · 100% of median 137 2.5
2015 598 12th lowest of 15 · 208% of median 176 2.8
2016 275 7th lowest of 15 · 96% of median 159 1.9
2017 672 14th lowest of 15 · 233% of median 175 4.6
2018 55 1st lowest of 15 · 19% of median 104 1.4
2019 97 2nd lowest of 15 · 34% of median 72 0.8
2020 131 3rd lowest of 15 · 46% of median 101 2.7
2021 133 4th lowest of 15 · 46% of median 99 2.3
2022 247 5th lowest of 15 · 86% of median 149 2.5
2023 380 9th lowest of 15 · 132% of median 168 2.5
2024 639 13th lowest of 15 · 222% of median 151 3.3
2025 264 6th lowest of 15 · 92% of median 88 3.0

How good is our record of it?

Grade B (8/10 points) — the components below are the finding; the letter alone is not.

The rubric, component by component
CheckStateDetail
identity complete name, type, and water source all on file
decreed rights on file 1 right(s), seniority decoded
diversion record present 7532 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 62% of the irrigation seasons in 1969-2025 carry measured days
published-record stability stable no upstream revisions recorded against this structure

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.