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P J NASH DITCH

Structure dossier · WDID 6800684 · 1 · DALLAS CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 23:49 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 1880-10-0154th most senior of the 1293 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: DALLAS PLACER DITCH (1880-10-01). Immediately behind: SCOTT MCNEIL DITCH (1880-10-01).

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
11232.01880-10-011897-05-15 0.5210.0 CIRR
11779.01882-04-011897-04-01 0.0250.0 CIRR
13270.01886-05-011897-05-15 0.1040.0 CIRR 100
16039.01893-11-291897-05-15 0.50.0 CIRR 137
54056.477871980-11-011998-12-31 0.50.0 CSTK

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 464 AF. Its most recent year on record, 2025, came in at 426 AF — 92% of that, and 7th 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 464 8th lowest of 15 · 100% of median 70 5.1
2012 156 2nd lowest of 15 · 34% of median 133 1.5
2013 546 10th lowest of 15 · 118% of median 133 4.9
2014 1,234 14th lowest of 15 · 266% of median 109 8.0
2015 1,208 13th lowest of 15 · 260% of median 132 7.0
2016 1,187 12th lowest of 15 · 256% of median 151 7.3
2017 949 11th lowest of 15 · 204% of median 134 7.2
2018 153 1st lowest of 15 · 33% of median 173 4.1
2019 1,350 15th lowest of 15 · 291% of median 159 9.6
2020 515 9th lowest of 15 · 111% of median 133 3.8
2021 404 6th lowest of 15 · 87% of median 133 4.2
2022 255 3rd lowest of 15 · 55% of median 75 3.8
2023 365 5th lowest of 15 · 79% of median 103 3.0
2024 278 4th lowest of 15 · 60% of median 127 5.4
2025 426 7th lowest of 15 · 92% of median 205 2.1

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 6472 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 40% of the irrigation seasons in 1950-2025 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.