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MAES DITCH

Structure dossier · WDID 7900690 · 1 · TURKEY CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 21:15 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 1872-03-1098th most senior of the 930 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: OWENS DITCH (1871-06-05). Immediately behind: RAHN & MARTINE DITCH (1872-04-15).

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
14408.081051872-03-101898-02-23 1.00.0 CSTOIRR 35
14408.0921875-03-101898-02-23 3.00.0 CSTOIRR 60

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 48 AF. Its most recent year on record, 2025, came in at 15 AF — 31% 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 0 1st lowest of 15 · 0% of median 24 0.0
2012 0 1st lowest of 15 · 0% of median 25 0.0
2013 75 9th lowest of 15 · 156% of median 223 0.6
2014 168 11th lowest of 15 · 350% of median 141 1.9
2015 212 14th lowest of 15 · 442% of median 207 2.2
2016 169 12th lowest of 15 · 352% of median 176 2.3
2017 384 15th lowest of 15 · 800% of median 229 2.3
2018 40 7th lowest of 15 · 83% of median 227 0.1
2019 48 8th lowest of 15 · 100% of median 189 0.2
2020 24 6th lowest of 15 · 50% of median 197 0.1
2021 87 10th lowest of 15 · 181% of median 103 0.9
2022 0 1st lowest of 15 · 0% of median 2 0.0
2023 202 13th lowest of 15 · 421% of median 170 1.4
2024 0 1st lowest of 15 · 0% of median 2 0.0
2025 15 5th lowest of 15 · 31% of median 42 0.2

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.