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STRAIGHT CREEK DITCH AP

Structure dossier · WDID 3601138 · 1 · STRAIGHT CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 23:06 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 1899-04-18172nd most senior of the 1247 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: DILLON BLUE RIVER INTAKE (1899-04-18). Immediately behind: EMMETT DITCH NO 3 (1899-08-31).

Decreed rights (8)

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
18005.01899-04-181910-03-02 0.00.0 CMUN 34
49799.01986-05-061987-12-31 0.00.0 CMUN
50310.01987-09-291987-12-31 0.00.0 AMUN
50310.01987-09-291987-12-31 0.01.5 CMUN
52067.01992-07-211995-12-31 0.00.0 AMUN
52067.01992-07-211995-12-31 0.00.0 CMUN
61349.02017-12-192017-12-31 0.00.0 AIRRMUNCOMINDRECFISFIRDOMAUGOTH
61349.02017-12-192017-12-31 0.00.0 CIRRMUNCOMINDRECFISFIRDOMAUGOTH

Recorded use (last 8 years on record)

In a median year this structure has a recorded diversion of 1,066 AF. Its most recent year on record, 2024, came in at 932 AF — 87% of that, and 2nd lowest of the 8 years with a recorded volume.

This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.

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 recordReleased (AF)Days recordedPeak (cfs)
2017 258 1st lowest of 8 · 24% of median 204 61 2.2
2018 1,361 8th lowest of 8 · 128% of median 995 365 2.2
2019 1,063 4th lowest of 8 · 100% of median 725 365 1.8
2020 1,055 3rd lowest of 8 · 99% of median 702 366 2.0
2021 1,163 7th lowest of 8 · 109% of median 823 365 2.1
2022 1,070 5th lowest of 8 · 100% of median 750 365 1.8
2023 1,078 6th lowest of 8 · 101% of median 759 365 1.8
2024 932 2nd lowest of 8 · 87% of median 655 305 1.8

How good is our record of it?

Grade A (9/10 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 8 right(s), seniority decoded
diversion record present 2557 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 100% of the irrigation seasons in 2017-2024 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.