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A B COATS DITCH

Structure dossier · WDID 2800719 · 1 · RAZOR CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 21:23 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 1878-04-155th most senior of the 1505 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: KENNEDY DITCH NO 2 (1878-03-15). Immediately behind: PIONEER DITCH (1878-05-31).

Decreed rights (2)

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
10332.01878-04-151894-05-01 2.60.0 CIRR 4
28311.103321878-04-151943-04-19 13.40.0 CIRR 205

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 783 AF. Its most recent year on record, 2025, came in at 236 AF — 30% of that, and 5th lowest of the 15 years with a recorded volume.

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 recordDays recordedPeak (cfs)
2011 1,137 10th lowest of 15 · 145% of median 98 9.4
2012 95 3rd lowest of 15 · 12% of median 42 1.2
2013 385 7th lowest of 15 · 49% of median 63 3.6
2014 3,721 15th lowest of 15 · 475% of median 100 34.2
2015 1,384 11th lowest of 15 · 177% of median 59 14.0
2016 1,925 13th lowest of 15 · 246% of median 66 15.1
2017 1,811 12th lowest of 15 · 231% of median 79 15.1
2018 787 9th lowest of 15 · 100% of median 62 15.1
2019 2,083 14th lowest of 15 · 266% of median 54 20.9
2020 138 4th lowest of 15 · 18% of median 30 5.7
2021 0 1st lowest of 15 · 0% of median 2 0.0
2022 0 1st lowest of 15 · 0% of median 5 0.0
2023 244 6th lowest of 15 · 31% of median 43 3.0
2024 783 8th lowest of 15 · 100% of median 70 5.7
2025 236 5th lowest of 15 · 30% of median 90 2.0

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.