← My Water  ·  Print / save as PDF

LISCHKE DITCH, FIRST POINT OF DIVERSION

Structure dossier · WDID 6800640 · 1 · WEST FORK DALLAS CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:54 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 1879-05-01144th 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: SWITZERLAND DITCH (1900-08-01). Immediately behind: LISCHKE DITCH, SECOND POINT OF DIVERSION (1879-05-01).

Decreed rights (3)

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
19364.107131879-05-011903-06-12 0.50.0 CIRR 36A
19364.171211896-11-151903-06-12 1.50.0 CIRR 145A
29554.171211896-11-151942-05-11 4.00.0 CIRR 62

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 461 AF. Its most recent year on record, 2025, came in at 375 AF — 81% 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 769 14th lowest of 15 · 167% of median 91 4.8
2012 53 2nd lowest of 15 · 12% of median 38 2.0
2013 122 3rd lowest of 15 · 26% of median 55 3.0
2014 608 11th lowest of 15 · 132% of median 168 4.6
2015 358 6th lowest of 15 · 78% of median 83 4.0
2016 462 9th lowest of 15 · 100% of median 120 3.6
2017 887 15th lowest of 15 · 192% of median 78 9.2
2018 41 1st lowest of 15 · 9% of median 36 1.1
2019 516 10th lowest of 15 · 112% of median 114 5.7
2020 179 4th lowest of 15 · 39% of median 65 2.3
2021 186 5th lowest of 15 · 40% of median 44 3.4
2022 461 8th lowest of 15 · 100% of median 81 5.8
2023 698 12th lowest of 15 · 151% of median 124 5.7
2024 766 13th lowest of 15 · 166% of median 155 4.7
2025 375 7th lowest of 15 · 81% of median 147 3.7

How good is our record of it?

Grade B (7/10 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 3 right(s), seniority decoded
diversion record present 4695 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 29% 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.