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CITY DITCH
Structure dossier · WDID 4200512 · 1 · NORTH FORK KANNAH CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:16 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 1882-03-06 — 4th most senior of the 726 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: BAUER DITCH (1882-03-06). Immediately behind: LAURENT DITCH (1882-03-06).
Decreed rights (6)
| 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. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 11753.0 | 1882-03-06 | 1888-07-25 | 0.9 | 0.0 | C | IRRMUN | 1 |
| 12174.0 | 1883-05-01 | 1888-07-25 | 0.95 | 0.0 | C | IRRMUN | 2 |
| 12905.0 | 1885-05-01 | 1888-07-25 | 5.76 | 0.0 | C | IRRMUN | 3 |
| 13901.0 | 1888-01-22 | 1888-07-25 | 1.4 | 0.0 | C | IRRMUN | 4 |
| 13903.0 | 1888-01-24 | 1888-07-25 | 1.96 | 0.0 | C | IRRMUN | 5 |
| 52230.51104 | 1989-12-01 | 1993-12-31 | 22.8 | 0.0 | C | STOIRRMUNCOMINDRECFISFIRDOMAUG |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 600 AF. Its most recent year on record, 2024, came in at 369 AF — 62% of that, and 2nd 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.
| Year | Diverted (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 record | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2010 | 1,072 | 15th lowest of 15 · 179% of median | — | 365 | 6.7 |
| 2011 | 754 | 13th lowest of 15 · 126% of median | 8 | 138 | 8.7 |
| 2012 | 215 | 1st lowest of 15 · 36% of median | — | 61 | 2.3 |
| 2013 | 575 | 7th lowest of 15 · 96% of median | — | 152 | 2.6 |
| 2014 | 697 | 12th lowest of 15 · 116% of median | — | 152 | 3.4 |
| 2015 | 656 | 10th lowest of 15 · 109% of median | — | 152 | 3.4 |
| 2016 | 667 | 11th lowest of 15 · 111% of median | — | 153 | 3.3 |
| 2017 | 1,011 | 14th lowest of 15 · 168% of median | — | 182 | 4.7 |
| 2018 | 600 | 8th lowest of 15 · 100% of median | — | 153 | 3.1 |
| 2019 | 457 | 4th lowest of 15 · 76% of median | — | 152 | 3.9 |
| 2020 | 610 | 9th lowest of 15 · 102% of median | — | 153 | 2.9 |
| 2021 | 535 | 6th lowest of 15 · 89% of median | — | 152 | 2.4 |
| 2022 | 490 | 5th lowest of 15 · 82% of median | — | 152 | 2.4 |
| 2023 | 407 | 3rd lowest of 15 · 68% of median | — | 365 | 3.0 |
| 2024 | 369 | 2nd lowest of 15 · 62% of median | — | 305 | 3.8 |
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.