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PETERSON GULCH DITCH

Structure dossier · WDID 7800602 · 1 · PIEDRA RIVER · DWR record

Where this page's figures come from

Generated 2026-08-28 00:02 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (f6d7fdc) — 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 1929-06-01166th most senior of the 366 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: FOSSETT GULCH DITCH (1929-06-01). Immediately behind: SPRING CREEK RESERVOIR (1930-06-30).

Decreed rights (1)

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
41016.290061929-06-011968-12-19 1.00.0 CIRRDOMSTK 68-42

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 12 AF. Its most recent year on record, 2011, came in at 30 AF — 250% of that, and 10th 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)
1997 43 13th lowest of 15 · 358% of median 186 0.2
1998 45 15th lowest of 15 · 375% of median 191 0.2
1999 39 11th lowest of 15 · 325% of median 181 0.2
2000 12 8th lowest of 15 · 100% of median 190 0.1
2001 23 9th lowest of 15 · 192% of median 191 0.2
2002 4 3rd lowest of 15 · 33% of median 101 0.1
2003 0 1st lowest of 15 · 0% of median 17 0.0
2004 5 4th lowest of 15 · 42% of median 202 0.0
2005 7 5th lowest of 15 · 58% of median 182 0.0
2006 8 6th lowest of 15 · 67% of median 198 0.0
2007 1 2nd lowest of 15 · 8% of median 61 0.0
2008 43 13th lowest of 15 · 358% of median 366 0.5
2009 11 7th lowest of 15 · 92% of median 365 0.1
2010 40 12th lowest of 15 · 333% of median 304 0.2
2011 30 10th lowest of 15 · 250% of median 183 0.2

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 1 right(s), seniority decoded
diversion record present 7068 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 89% of the irrigation seasons in 1974-2011 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.