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SANTA MARIA RES

Structure dossier · WDID 2003558 · 3 · NORTH CLEAR CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:35 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 1889-10-30305th most senior of the 8016 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: RIO GRANDE RES (1889-10-30). Immediately behind: W1440 WELL NO D 01 (1889-12-31).

Decreed rights (27)

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
14548.01889-10-301896-05-01 0.00.0 CIRR 631-A
14641.01890-01-311896-05-01 0.00.0 CIRR 361-B
14815.01890-07-241896-05-01 0.00.0 CIRROTH 363-B
15296.01891-11-171896-05-01 0.00.0 CIRROTH 365
16923.147911890-06-301903-04-09 0.00.0 CIRROTH 1903-22E
16923.151561891-06-301903-04-09 0.00.0 CIRROTH 1903-24C
16923.151561891-06-301903-04-09 0.00.0 CIRROTH 1903-24F
16923.155221892-06-301903-04-09 0.00.0 CIRROTH 1903-30C
16923.155221892-06-301903-04-09 0.00.0 CIRROTH 1903-30F
16923.158871893-06-301903-04-09 0.00.0 CIRROTH 1903-34C
16923.158871893-06-301903-04-09 0.00.0 CIRROTH 1903-34G
16923.162521894-06-301903-04-09 0.00.0 CIRROTH 1903-37B
16923.166171895-06-301903-04-09 0.00.0 CIRROTH 1903-41B
16983.01896-06-301903-04-09 0.00.0 CIRROTH 1903-45C
17338.01897-06-201903-04-09 0.00.0 CIRROTH 1903-46C
17713.01898-06-301903-04-09 0.00.0 CIRROTH 1903-49D
18078.01899-06-301903-04-09 0.00.0 CIRROTH 1903-52C
18443.01900-06-301903-04-09 0.00.0 CIRROTH 1903-57A
18808.01901-06-301903-04-09 0.00.0 CIRROTH 1903-61A
19456.170251896-08-111916-09-13 15871.210.0 AIRRAUGRCH 1916-81A
19456.192571902-09-221916-09-13 21652.790.0 AIRRAUGRCH 1916-81A
41850.01964-07-311990-12-31 0.00.0 AIRR
41850.01964-07-311990-12-31 0.00.0 CIRR
43342.01968-08-311990-12-31 0.00.0 AIRR
43342.01968-08-311990-12-31 0.00.0 CIRR
55882.554982001-12-122003-12-31 23.569.9 ASTOAUG
55882.554982001-12-122003-12-31 3.720.0 CSTOAUG

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 6,794 AF. Its most recent year on record, 2025, came in at 6,794 AF — 100% of that, and 7th lowest of the 13 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)
2011 no recorded volume 2,627 0
2012 no recorded volume 2,239 0
2013 10 1st lowest of 13 · 0% of median 1,662 3 2.5
2014 10,919 10th lowest of 13 · 161% of median 7,445 43 1108.1
2015 12,635 12th lowest of 13 · 186% of median 9,370 89 444.5
2016 9,014 9th lowest of 13 · 133% of median 12,564 168 430.0
2017 11,559 11th lowest of 13 · 170% of median 8,541 365 827.6
2018 7,361 8th lowest of 13 · 108% of median 1,833 365 504.2
2019 25,121 13th lowest of 13 · 370% of median 28,361 365 612.7
2020 1,621 3rd lowest of 13 · 24% of median 10,428 366 408.7
2021 1,364 2nd lowest of 13 · 20% of median 2,689 365 21.8
2022 3,110 4th lowest of 13 · 46% of median 6,412 365 810.5
2023 3,619 5th lowest of 13 · 53% of median 3,762 364 100.8
2024 5,549 6th lowest of 13 · 82% of median 6,118 366 75.6
2025 6,794 7th lowest of 13 · 100% of median 9,875 303 126.0

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 27 right(s), seniority decoded
diversion record present 4879 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 37% of the irrigation seasons in 1964-2025 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.