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CARL AND WEBB DITCH

Structure dossier · WDID 7800523 · 1 · PAGOSA CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:48 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (f6d7fdc) — 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 1900-06-0671st most senior of the 366 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: BIG PAGOSA DITCH (1900-06-06). Immediately behind: RALPH L RENO DITCH (1900-06-06).

Decreed rights (5)

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
19012.184191900-06-061912-11-13 0.50.0 CIRR #144
19012.18421900-06-071912-11-13 3.00.0 CIRR #146
19158.01902-06-151912-11-13 0.50.0 CIRR #147
22962.227851912-05-201928-06-05 2.50.0 CIRR #203
24241.01916-05-151928-06-05 0.50.0 CIRR #209

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 222 AF. Its most recent year on record, 2025, came in at 222 AF — 100% of that, and 8th 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 29 4th lowest of 15 · 13% of median 37 0.7
2012 49 5th lowest of 15 · 22% of median 36 1.8
2013 92 6th lowest of 15 · 41% of median 135 1.4
2014 0 1st lowest of 15 · 0% of median 14 0.0
2015 4 3rd lowest of 15 · 2% of median 21 0.2
2016 0 1st lowest of 15 · 0% of median 10 0.0
2017 204 7th lowest of 15 · 92% of median 150 2.6
2018 313 11th lowest of 15 · 141% of median 168 1.6
2019 444 14th lowest of 15 · 200% of median 116 5.4
2020 356 13th lowest of 15 · 160% of median 163 2.2
2021 345 12th lowest of 15 · 155% of median 167 3.4
2022 239 9th lowest of 15 · 108% of median 97 4.4
2023 863 15th lowest of 15 · 389% of median 162 7.0
2024 246 10th lowest of 15 · 111% of median 75 5.2
2025 222 8th lowest of 15 · 100% of median 120 1.5

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 5 right(s), seniority decoded
diversion record present 6688 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 51% of the irrigation seasons in 1964-2025 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.