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TANI LAKES COMBINED
Structure dossier · WDID 0203700 · RESERVOIR SYSTEM · SOUTH PLATTE RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:26 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (0576005) — 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.
Current administration
● Junior rights called out — call at LOWER LATHAM DITCH (SOUTH PLATTE RIVER, priority 1877-11-14).
● Junior rights called out — call at WESTERN MUTUAL DITCH (SOUTH PLATTE RIVER, priority 1871-08-09).
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 1861-11-01 — 49th most senior of the 21881 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: WEST GRAVEL LAKES COMBINED (1861-11-01). Immediately behind: 0203705 (1861-11-01).
Decreed rights (12)
| 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 |
|---|---|---|---|---|---|---|---|
| 4323.0 | 1861-11-01 | 1884-10-04 | 0.0 | 0.0 | A | MUN | |
| 4323.0 | 1861-11-01 | 1884-10-04 | 0.0 | 0.0 | C | MUN | |
| 5057.0 | 1863-11-05 | 1884-10-04 | 0.0 | 0.0 | C | MUN | |
| 5205.0 | 1864-04-01 | 1883-04-28 | 0.0 | 0.0 | C | IRRMUNCOMINDRECFISFIRDOMAUGWLD | |
| 6273.0 | 1867-03-05 | 1884-10-04 | 0.0 | 0.0 | C | MUN | |
| 8861.0 | 1874-04-05 | 1884-10-04 | 0.0 | 0.0 | C | MUN | |
| 13108.0 | 1885-11-20 | 1893-07-08 | 0.0 | 0.0 | C | IRRMUNCOMINDRECFISFIRDOMAUGWLD | |
| 13393.0 | 1886-09-01 | 1893-07-08 | 0.0 | 0.0 | C | IRRMUNCOMINDRECFISFIRDOMAUGWLD | |
| 13468.0 | 1886-11-15 | 1893-07-08 | 0.0 | 0.0 | C | IRRMUNCOMINDRECFISFIRDOMAUGWLD | |
| 13772.0 | 1887-09-15 | 1893-07-08 | 0.0 | 0.0 | C | IRRMUNCOMINDRECFISFIRDOMAUGWLD | |
| 47116.46368 | 1976-12-13 | 1979-12-31 | 3927.56 | 4072.44 | A | IRRMUNCOMINDRECFISFIRDOMOTH | |
| 51216.0 | 1990-03-23 | 1990-12-31 | 0.0 | 4000.0 | A | IRRMUNCOMINDRECFISFIRDOMAUGOTH |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 9,426 AF. Its most recent year on record, 2025, came in at 17,296 AF — 184% of that, and 14th lowest of the 15 years with a recorded volume.
This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.
| 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 | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2010 | 17,853 | 15th lowest of 15 · 189% of median | 451 | 232 | 106.0 |
| 2012 | 555 | 1st lowest of 15 · 6% of median | 89 | 61 | 21.8 |
| 2013 | 9,426 | 8th lowest of 15 · 100% of median | 8,499 | 365 | 133.8 |
| 2014 | 4,829 | 5th lowest of 15 · 51% of median | 6,350 | 365 | 99.4 |
| 2015 | 7,513 | 7th lowest of 15 · 80% of median | 8,160 | 365 | 180.8 |
| 2016 | 15,997 | 13th lowest of 15 · 170% of median | 8,316 | 361 | 139.8 |
| 2017 | 12,217 | 9th lowest of 15 · 130% of median | 13,007 | 365 | 124.2 |
| 2018 | 12,855 | 11th lowest of 15 · 136% of median | 10,370 | 365 | 141.1 |
| 2019 | 5,373 | 6th lowest of 15 · 57% of median | 11,945 | 365 | 34.5 |
| 2020 | 2,453 | 4th lowest of 15 · 26% of median | 14,301 | 366 | 35.8 |
| 2021 | 1,497 | 2nd lowest of 15 · 16% of median | 11,145 | 365 | 60.0 |
| 2022 | 2,099 | 3rd lowest of 15 · 22% of median | 12,673 | 365 | 41.1 |
| 2023 | 12,661 | 10th lowest of 15 · 134% of median | 9,925 | 365 | 215.2 |
| 2024 | 14,480 | 12th lowest of 15 · 154% of median | 12,066 | 366 | 110.7 |
| 2025 | 17,296 | 14th lowest of 15 · 184% of median | 12,602 | 304 | 163.3 |
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.