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PARLIN QUARTZ CREEK D
Structure dossier · WDID 2800671 · 1 · QUARTZ CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:23 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 1895-05-01 — 174th most senior of the 1505 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: CHITTENDEN DITCH (1895-05-01). Immediately behind: WASTE WATER DITCH (1895-05-01).
Decreed rights (7)
| 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. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 16557.0 | 1895-05-01 | 1904-04-29 | 2.4 | 0.0 | C | IRR | 116 |
| 17319.0 | 1897-06-01 | 1904-04-29 | 0.0 | 0.0 | C | IRR | 121 |
| 18740.0 | 1901-04-23 | 1904-04-29 | 0.0 | 0.0 | C | IRR | 127 |
| 24074.23896 | 1915-06-05 | 1918-09-03 | 0.0 | 0.0 | C | IRR | 183 |
| 24258.0 | 1916-06-01 | 1918-09-03 | 4.4 | 0.0 | C | IRR | 186 |
| 28311.16557 | 1895-05-01 | 1943-04-19 | 13.1 | 0.0 | C | IRR | 268 |
| 28311.23284 | 1913-10-01 | 1943-04-19 | 22.0 | 0.0 | C | IRR | 300 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 3,029 AF. Its most recent year on record, 2025, came in at 3,350 AF — 111% of that, and 11th lowest of the 15 years with a recorded volume.
| Year | Diverted (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 record | Days recorded | Peak (cfs) |
|---|---|---|---|---|
| 2011 | 3,238 | 10th lowest of 15 · 107% of median | 212 | 27.8 |
| 2012 | 830 | 1st lowest of 15 · 27% of median | 141 | 6.8 |
| 2013 | 1,121 | 2nd lowest of 15 · 37% of median | 184 | 10.4 |
| 2014 | 2,457 | 5th lowest of 15 · 81% of median | 200 | 14.5 |
| 2015 | 2,364 | 4th lowest of 15 · 78% of median | 115 | 24.8 |
| 2016 | 2,811 | 6th lowest of 15 · 93% of median | 190 | 12.2 |
| 2017 | 3,447 | 12th lowest of 15 · 114% of median | 181 | 18.9 |
| 2018 | 2,008 | 3rd lowest of 15 · 66% of median | 169 | 9.9 |
| 2019 | 3,029 | 8th lowest of 15 · 100% of median | 173 | 17.5 |
| 2020 | 3,019 | 7th lowest of 15 · 100% of median | 186 | 18.1 |
| 2021 | 3,619 | 13th lowest of 15 · 120% of median | 207 | 19.7 |
| 2022 | 3,951 | 15th lowest of 15 · 130% of median | 149 | 17.0 |
| 2023 | 3,091 | 9th lowest of 15 · 102% of median | 175 | 17.0 |
| 2024 | 3,790 | 14th lowest of 15 · 125% of median | 191 | 16.5 |
| 2025 | 3,350 | 11th lowest of 15 · 111% of median | 177 | 13.6 |
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.