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SPRING DITCH(SPRING DRW)

Structure dossier · WDID 7201522 · 1 · COON CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 01:48 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1909-10-20339th most senior of the 2166 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: MESA L RPD RESERVOIR (1933-10-29). Immediately behind: GROVE CREEK RES NO 1 (LABBE RES) (1911-11-07).

Decreed rights (4)

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
30895.218421909-10-201941-07-25 0.650.0 CDOM
30895.235061914-05-111941-07-25 1.250.0 CIRR
30895.242361916-05-101941-07-25 1.820.0 CIRR
51134.348941945-07-151990-12-31 1.00.0 CIRRFIRSTK

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 683 AF. Its most recent year on record, 2024, came in at 1,376 AF — 202% of that, and 15th 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)
2008 1,170 14th lowest of 15 · 171% of median 366 4.0
2009 683 7th lowest of 15 · 100% of median 365 2.1
2010 865 11th lowest of 15 · 127% of median 365 2.8
2011 1,109 13th lowest of 15 · 162% of median 364 5.4
2012 759 9th lowest of 15 · 111% of median 366 2.4
2013 601 4th lowest of 15 · 88% of median 365 2.4
2014 678 6th lowest of 15 · 99% of median 358 2.0
2015 610 5th lowest of 15 · 89% of median 365 1.2
2016 683 7th lowest of 15 · 100% of median 305 2.0
2017 563 3rd lowest of 15 · 82% of median 111 3.6
2018 154 1st lowest of 15 · 22% of median 145 0.5
2019 862 10th lowest of 15 · 126% of median 161 3.6
2020 436 2nd lowest of 15 · 64% of median 195 4.1
2023 998 12th lowest of 15 · 146% of median 208 3.1
2024 1,376 15th lowest of 15 · 202% of median 305 4.2

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 4 right(s), seniority decoded
diversion record present 9473 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 81% of the irrigation seasons in 1970-2024 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.