Saint Charles
Saint Charles on the ground — the ditches, wells, reservoirs and gages of Water District 15 · clicktap anything for its record
The well-permit cells in view, as a table
Each row is one ~1-mile cell (0.02°) with the permits the file spots inside it, split into water-supply permits and monitoring holes (DWR’s two monitoring categories: drilled to look at the water, not to pump it). These are permits, not wells: a permit is a piece of paper, and the file does not say which were drilled. Spotting is the file’s own, about a mile at best, which is why the cells are no finer.
| Lat | Lon | Water-supply permits | Monitoring holes |
|---|
Browse this district’s ditches, gages, reservoirs, wells and springs as a list.
The Saint Charles River is critically low for late June -- 6% of normal flow, its 3rd-driest such week in 48 years of record. 22 calls stand against it right now; the most senior right calling dates to 1860.
Schematic
Historical
Evolution of the network
Trends
Source Our computation, no independent reference · computed here from the screened DWR record Source Our computation, no independent reference · no independent reference; see /methods
This year, in context
In the weeks around 2026-07-06 (the newest reading on file), flows at the 4 ranked gages are running at a median 14% of their own long-term norm for this window — 4 below a typical year, 0 at or above. Driest relative to its record: SHURTZ DITCH ABOVE RYE CO, ranking 1st lowest of 20 years.
How this comparison is made
Each gage's mean flow over the 3 days either side of 2026-07-06, compared with the same window in every year of its own record — so a gage is only ever measured against itself, and gages with no record in the window are counted out rather than guessed.
Gage flow trend & changepoints
What counts as a trend here
Computed 2026-09-06 19:57 from 12 gage(s) with cached period-of-record data. The series is each gage's annual mean flow in cfsCubic feet per second, a rate of flow. One cfs running for a day is about 2 acre-feet. (years with ≥300 days of record). Mann-Kendall (trend, with the Hamed–Rao correction for serial correlation — persistence can otherwise fake significance) and Pettitt (changepoint) both require at least 8 years spanning at least 10 years of record. A gage below that reports no signal — which is not the same as “no change.” The %-per-decade figure is the same Sen slope divided by the gage's median annual flow, for comparing across streams of very different size; it is omitted for near-ephemeral channels where the median is too small to divide by honestly.
None of the 12 gages with enough record shows a significant trend or a detected shift — which is itself the finding.
Drought history, cost, and the four-century context moved to the Drought tab.
No gage shows a statistically significant trend or changepoint yet.
12 other gage(s) show no significant trend or changepoint (not shown).
How the measurement network itself changed
This basin was not always measured the way it is today — the API-era record is dense and recent, the early record sparse. 4 gage(s) and 65 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1912. Every historical claim below is checked against this: long-term shifts that co-move with the growth of the network carry an explicit measurement-evolution caution, and abandonment screens whose idleness begins before the modern reporting era are flagged †.
| Decade | Gages with data (median yr) | Structures reporting (median yr) |
|---|---|---|
| 1900s | 0 | 12 |
| 1910s | 0 | 53 |
| 1920s | 1 | 58 |
| 1930s | 1 | 72 |
| 1940s | 1 | 65 |
| 1950s | 0 | 55 |
| 1960s | 0 | 49 |
| 1970s | 2 | 78 |
| 1980s | 1 | 73 |
| 1990s | 1 | 58 |
| 2000s | 2 | 71 |
| 2010s | 4 | 69 |
| 2020s | 4 | 65 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 3% of 1860 schematic-relevant structures. 0 year(s) clear the 30% coverage gate so far -- the trend activates automatically once qualifying years span a full decade. No action needed; the nightly backfill keeps extending the record.
Reach gain/loss shifts (1974–2025)
Mass-balance kinks computed for every summer month back to 1974 (135 reach-snapshots) — which reaches gain or lose water, and how that has shifted across decades. Each shift is cross-checked against the observation record above: as more diversions became metered, "unaccounted" water shrinks mechanically, which can masquerade as a hydrologic shift.
No reach shows a statistically significant long-term gain/loss shift.
Groundwater now has its own tab: 80 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 9 reservoir(s), end-of-year storage back to 1950, click-to-chart histories.
Cross-gage pattern fingerprint
Not enough gages with a long enough common-coverage window yet to fingerprint shared patterns.
Data provenance & quality
Where these numbers come from and how far they can be trusted. Grade C (3/6 points) — the components below are the finding; the letter alone is not. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (imported 2026-09-04) for history, plus the CDSS REST API for current conditions.
| Check | State | What was measured |
|---|---|---|
| gage freshness | stale | newest gage reading is 62 day(s) old (target 7) |
| diversion record | expected-lag | newest diversion record is 311 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 3% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 212,966 stored values re-checked against DWR's authoritative record (HydroBase_CO_20260707), over 20 structures. 0 disagreement(s) beyond a 0.01 cfs tolerance. Checked 2026-08-19; a rotating sample covers the whole basin across successive runs, and the structures this report cites are checked every time.
Federal cross-check: PASS — 99.95% day-level agreement with USGS's own published records for the same gages, across 8 co-listed station(s) and 36,555 overlapping days (within max(2%, 0.5 cfs) daily). Pre-1950 records at some gages carry known between-agency day-stamp and transcription differences — scored at each year's best ±1-day alignment; residual disagreement is real historical divergence, flagged for review.
12 gage(s) / 57,812 daily values (1923-03-01–2026-07-06); 182 structure(s) with diversion records; 704 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.
Groundwater
Source DWR administrative record · verify at DWR groundwater wells ↗ Source DWR administrative record · verify at DWR well permits ↗
343 water-level measurements across 80 monitored well(s) — 18 alluvial, 0 bedrock — plus 5 administered well(s) reporting metered pumping.
What is being counted
Observation wells and pumping wells are different populations and are never conflated: water levels come from monitored observation wells, and metered pumping comes from administered wells reporting through diversion records. Click any well to chart its own record.
Well map
3D aquifer x-ray
Every aquifer unit as its own head surface, animated through time.
How the surfaces are built, and what they are not
Alluvial water table on top, Denver Basin members (Dawson, Denver, Arapahoe, Laramie–Fox Hills) stacked beneath where measured, interpolated from measured water levels. Units are never mixed; a surface exists only inside its own unit's well coverage, with no extrapolation; thin epochs are suppressed and say why. Vertical scale is exaggerated for readability and z is head elevation in feet. These are measured heads, not a calibrated groundwater model.
Water-table trends
Of 1 well(s) with enough record for a trend test: 1 declining, 0 rising.
| Fastest-declining wells | Setting | ft / decade | Span | p |
|---|---|---|---|---|
| ▸ SC02106523ADC | alluvial | -2.65 | 44 yr | 0.0316 |
Wells labeled by administrative world before anything else is said about them: tributary alluvium participates in the priority system; designated-basin and Denver Basin bedrock aquifers are governed differently and are excluded from stream-connection reasoning. Read bedrock declines differently too: deep bedrock aquifers recharge negligibly on human timescales, so a falling bedrock level is storage mining — effectively permanent — not a drought response that a wet year undoes. All screens advisory.
67% are constructed wells; 7% tie to a decreed structure. A permit is permission to drill, not a water right; most here are exempt household wells. More in three things called “well”, or turn on the Well permits chip on the map above to see where they sit.
Permits issued here, by year
2,781 located water-supply permits with an issue date, 1948 to 2026; half of them had been issued by 1999, and the busiest year was 1972 with 135. The district’s 227 monitoring holes are counted apart: they are drilled to look, not to pump. A permit is not a well, and the year is the date the paper was issued, not a drilling date. The 4,056 above counts every permit on file here; 1,048 of them have no usable location or no issue date and are not in this chart.
water-supply permits issued that year monitoring holes, when shown 1 issued before 1950 is in the table, not the bars
The counts by year, as a table
| Year | Issued | Monitoring holes | Water-supply | Issued through that year |
|---|---|---|---|---|
| 1948 | 1 | 0 | 1 | 1 |
| 1953 | 11 | 0 | 11 | 12 |
| 1954 | 11 | 0 | 11 | 23 |
| 1955 | 19 | 0 | 19 | 42 |
| 1956 | 5 | 0 | 5 | 47 |
| 1957 | 4 | 0 | 4 | 51 |
| 1958 | 3 | 0 | 3 | 54 |
| 1959 | 19 | 0 | 19 | 73 |
| 1960 | 33 | 0 | 33 | 106 |
| 1961 | 9 | 0 | 9 | 115 |
| 1962 | 3 | 0 | 3 | 118 |
| 1963 | 5 | 0 | 5 | 123 |
| 1964 | 9 | 0 | 9 | 132 |
| 1965 | 7 | 0 | 7 | 139 |
| 1966 | 12 | 0 | 12 | 151 |
| 1967 | 10 | 0 | 10 | 161 |
| 1968 | 13 | 0 | 13 | 174 |
| 1969 | 12 | 0 | 12 | 186 |
| 1970 | 11 | 0 | 11 | 197 |
| 1971 | 23 | 0 | 23 | 220 |
| 1972 | 135 | 0 | 135 | 355 |
| 1973 | 81 | 0 | 81 | 436 |
| 1974 | 21 | 0 | 21 | 457 |
| 1975 | 8 | 0 | 8 | 465 |
| 1976 | 21 | 0 | 21 | 486 |
| 1977 | 31 | 0 | 31 | 517 |
| 1978 | 39 | 0 | 39 | 556 |
| 1979 | 46 | 0 | 46 | 602 |
| 1980 | 40 | 0 | 40 | 642 |
| 1981 | 38 | 0 | 38 | 680 |
| 1982 | 31 | 0 | 31 | 711 |
| 1983 | 30 | 0 | 30 | 741 |
| 1984 | 39 | 0 | 39 | 780 |
| 1985 | 24 | 0 | 24 | 804 |
| 1986 | 24 | 0 | 24 | 828 |
| 1987 | 53 | 16 | 37 | 881 |
| 1988 | 17 | 0 | 17 | 898 |
| 1989 | 17 | 0 | 17 | 915 |
| 1990 | 31 | 7 | 24 | 946 |
| 1991 | 38 | 11 | 27 | 984 |
| 1992 | 26 | 1 | 25 | 1,010 |
| 1993 | 33 | 2 | 31 | 1,043 |
| 1994 | 34 | 0 | 34 | 1,077 |
| 1995 | 58 | 4 | 54 | 1,135 |
| 1996 | 75 | 8 | 67 | 1,210 |
| 1997 | 110 | 11 | 99 | 1,320 |
| 1998 | 88 | 14 | 74 | 1,408 |
| 1999 | 121 | 6 | 115 | 1,529 |
| 2000 | 120 | 7 | 113 | 1,649 |
| 2001 | 77 | 0 | 77 | 1,726 |
| 2002 | 138 | 4 | 134 | 1,864 |
| 2003 | 96 | 6 | 90 | 1,960 |
| 2004 | 70 | 6 | 64 | 2,030 |
| 2005 | 57 | 8 | 49 | 2,087 |
| 2006 | 87 | 0 | 87 | 2,174 |
| 2007 | 53 | 0 | 53 | 2,227 |
| 2008 | 48 | 3 | 45 | 2,275 |
| 2009 | 42 | 0 | 42 | 2,317 |
| 2010 | 28 | 1 | 27 | 2,345 |
| 2011 | 44 | 0 | 44 | 2,389 |
| 2012 | 30 | 2 | 28 | 2,419 |
| 2013 | 33 | 0 | 33 | 2,452 |
| 2014 | 32 | 0 | 32 | 2,484 |
| 2015 | 44 | 4 | 40 | 2,528 |
| 2016 | 68 | 28 | 40 | 2,596 |
| 2017 | 33 | 4 | 29 | 2,629 |
| 2018 | 48 | 5 | 43 | 2,677 |
| 2019 | 30 | 4 | 26 | 2,707 |
| 2020 | 55 | 4 | 51 | 2,762 |
| 2021 | 85 | 22 | 63 | 2,847 |
| 2022 | 36 | 5 | 31 | 2,883 |
| 2023 | 32 | 4 | 28 | 2,915 |
| 2024 | 56 | 30 | 26 | 2,971 |
| 2025 | 27 | 0 | 27 | 2,998 |
| 2026 | 10 | 0 | 10 | 3,008 |
Every district in the file on one scale · the whole file, one year at a time · Plate 4 of the Driller’s Atlas.
What drillers reached, township by township
14 PLSS townships here where at least 5 water-supply permits naming the same aquifer filed a depth (2,503 permits in all). Each column is one township, six miles square, on one scale to 1,100 ft below ground: a faint lane spans the 10th to 90th percentile of where the permits naming that aquifer stopped, the solid band their screens, the tick the median. This is the permit file’s view of the ground — the aquifer is the name the driller wrote, the band is where those holes ended — not a geologic map, and a township is as fine as it gets. Monitoring holes are left out. 5 of these townships straddle a district line and are filed here because most of their permits are.
396
301 · 74% here
236
220
179 · 74% here
174
171
169
156 · 94% here
155
134
116
88 · 70% here
8 · 69% here
unnamed other named faint = where the permits naming it stopped (10th–90th pct) · solid = their screens · tick = median · ft below ground as filed
Every township here, as a table
| Township | Share of its permits in this district | Aquifer named | Permits with a depth | Drilled depth p10 / p50 / p90, ft | Screen top p10 / p50 / p90, ft | Screen bottom p10 / p50 / p90, ft |
|---|---|---|---|---|---|---|
| T24S R68W 6th PM | 99% | unnamed | 391 | 43 / 110 / 396 | 29 / 90 / 365 | 60 / 150 / 455 |
| T24S R68W 6th PM | 99% | other named | 5 | 60 / 209 / 217 | — | — |
| T25S R67W 6th PM | 74% | unnamed | 294 | 40 / 96 / 260 | 21 / 56 / 156 | 55 / 90 / 294 |
| T25S R67W 6th PM | 74% | other named | 7 | 90 / 161 / 480 | 24 / 75 / 378 | 86 / 161 / 480 |
| T23S R68W 6th PM | 98% | unnamed | 227 | 15 / 100 / 554 | 12 / 220 / 545 | 20 / 265 / 627 |
| T23S R68W 6th PM | 98% | other named | 8 | 158 / 408 / 630 | — | — |
| T24S R67W 6th PM | 98% | unnamed | 199 | 46 / 190 / 522 | 30 / 150 / 438 | 56 / 202 / 500 |
| T24S R67W 6th PM | 98% | other named | 18 | 130 / 243 / 518 | 80 / 194 / 345 | 130 / 234 / 522 |
| T25S R68W 6th PM | 74% | unnamed | 177 | 50 / 100 / 201 | 38 / 70 / 130 | 63 / 104 / 204 |
| T23S R69W 6th PM | 98% | unnamed | 174 | 41 / 125 / 382 | 26 / 69 / 350 | 60 / 152 / 423 |
| T23S R65W 6th PM | 97% | unnamed | 160 | 150 / 342 / 527 | 105 / 280 / 482 | 172 / 322 / 534 |
| T23S R65W 6th PM | 97% | other named | 11 | 265 / 465 / 505 | 186 / 420 / 455 | 238 / 465 / 501 |
| T23S R67W 6th PM | 97% | other named | 12 | 114 / 277 / 359 | 50 / 208 / 303 | 110 / 258 / 387 |
| T23S R67W 6th PM | 97% | unnamed | 157 | 166 / 330 / 616 | 110 / 280 / 585 | 181 / 340 / 630 |
| T24S R69W 6th PM | 94% | unnamed | 156 | 40 / 149 / 290 | 25 / 104 / 225 | 73 / 160 / 280 |
| T24S R66W 6th PM | 97% | unnamed | 143 | 113 / 500 / 660 | 82 / 432 / 563 | 219 / 520 / 663 |
| T24S R66W 6th PM | 97% | other named | 12 | 346 / 530 / 644 | 238 / 450 / 471 | 335 / 510 / 644 |
| T23S R66W 6th PM | 98% | unnamed | 122 | 125 / 284 / 509 | 80 / 240 / 405 | 148 / 283 / 445 |
| T23S R66W 6th PM | 98% | other named | 11 | 280 / 401 / 559 | 152 / 324 / 491 | 235 / 374 / 523 |
| T22S R65W 6th PM | 97% | unnamed | 90 | 66 / 505 / 566 | 235 / 450 / 523 | 320 / 505 / 560 |
| T22S R65W 6th PM | 97% | other named | 26 | 408 / 525 / 588 | 417 / 490 / 553 | 495 / 525 / 576 |
| T24S R65W 6th PM | 70% | unnamed | 82 | 287 / 488 / 605 | 245 / 383 / 565 | 305 / 485 / 625 |
| T24S R65W 6th PM | 70% | other named | 6 | 482 / 515 / 580 | — | — |
| T22S R64W 6th PM | 69% | unnamed | 6 | 95 / 702 / 1,028 | — | — |
These columns on the map · Plate 6 of the Driller’s Atlas.
The Driller’s Atlas · Plate 2 A cross-section nobody surveyed
Every permitted well within a few miles of the line, drawn from the ground to its drilled depth as the driller filed it. The bright part of each stroke is the perforated casing — where the well actually takes water — coloured by the aquifer named on the permit. Nobody arranged these; the aquifers arrange themselves.
The ground each well hangs from is a 1-km elevation model sampled at the point the permit was spotted, so the profile is real topography smoothed to about a kilometre — peaks are shaved, valleys filled a little — and the depths are the driller’s, measured down from that ground.
Hover or arrow through the strokes to read a well.
The same corridor as a table
| Miles from A | Wells drawn | Median depth (ft) | With a screen | Most-named aquifer | No depth filed | Ground, ft above sea level (median) |
|---|
Bins run from end A to end B of the line. “Most-named aquifer” is the family most often named on permits in the bin, with its count; permits naming no aquifer are the majority of the file and are not a family.
Reservoirs
Source DWR administrative record · verify at DWR structure records ↗
9 reservoir(s) with 2,308 storage measurement(s), 1950–2014. Basin storage as of 2013-10-31 (the record's own end — reservoir records publish ~annually): 893 AF across 1 reservoir(s).
Why storage matters to the flow network
Storage change is real water the mass balance must credit — a losing reach beside a filling reservoir isn't losing water, it's banking it.
Reservoir map — how full is each vessel?
What “full” is measured against
Bubble size is proportional to a reservoir's record-high storage. Fill is its last recorded storage as a share of its surveyed capacity (USACE National Inventory of Dams) where a confident NID match exists — the tooltip names the matched dam — and as a share of its own record high otherwise. A wrong capacity would be worse than an honest record high, so only confident joins upgrade.
A dashed teal ring marks reservoirs reporting live DWR telemetry: their fill reflects yesterday's storage, is drawn as a dotted tail on charts, and is treated as provisional until the next verified HydroBase snapshot supersedes it.
A dashed red ring marks a dam under an active storage restriction from DWR's Dam Safety branch — the State Engineer has limited how much it may legally store, so a low fill can be an order, not a drought. Hazard class and inspection condition come from the same record, joined only where the dam carries this reservoir's WDID or a confident NID match — a wrong dam's restriction would be worse than none shown.
Basin storage, end of each water year
End-of-water-year totals; per-year reservoir counts shown because reporting coverage varies -- a total is only comparable to years with similar counts.
Largest reservoirs on record
Click a row to chart its full storage history, or open its dossier for rights, documents and dam-safety facts.
| Reservoir | Last recorded storage (AF) | As of | Full | Dam (DWR Dam Safety) | |
|---|---|---|---|---|---|
| ▸ ST CHARLES RES NO 3 (1503829) | 6,033 | 2000-10-30 | — | — | dossier → |
| ▸ ST CHARLES RES NO 2 (1503828) | 2,047 | 2000-10-30 | — | — | dossier → |
| ▸ LAKE ISABEL (1503830) | 1,069 | 1952-11-01 | — | — | dossier → |
| ▸ HAYDEN RESERVOIR (1503695) | 893 | 2013-10-31 | — | — | dossier → |
| ▸ BONNIEMEADE RESERVOIR (1503694) | 200 | 1997-05-20 | — | — | dossier → |
| ▸ CLARK RESERVOIR NO 1 (7903728) | 100 | 1994-10-15 | — | — | dossier → |
| ▸ HICKLAND RESERVOIR NO 2 (1503696) | 5 | 1997-07-01 | — | — | dossier → |
| ▸ NAUMANN POND (1503512) | 0 | 2009-10-31 | — | — | dossier → |
Drought
Source Our computation, no independent reference · computed here from the screened DWR record Source Independent agency measurement · fetched 2026-09-08 · verify at U.S. Drought Monitor ↗
Right now
This is the 3rd-driest week 27 in 48 years of record at SAINT CHARLES RIVER AT VINELAND (as of 2026-06-29; this week’s flow sits at the 6th percentileRank against the record: a river at its 5th percentile is lower than it was in 95 of the past 100 years on this same date. for the date). On this week’s US Drought Monitor, Custer County is 100% in D3 extreme drought (2026-09-08). The law agrees: the most senior active call leaves 0% of this district’s decreed flow rights junior to the calling right this week.
Every year since 1978, week by week
Each thin row is a year at SAINT CHARLES RIVER AT VINELAND; each cell is one week’s flow ranked against the same calendar week of every other year — warm means dry for the date, blue wet, so seasonality cancels and droughts appear as warm bands. Gaps are missing record, never a dry river. Click a year to reconstruct it on the Historical tab.
This year against its analogs
Over the 27 weeks recorded so far, 2026’s weekly trace most resembles 2002 (mean gap 9.3 percentile points; next closest 1981 (11.5), 2012 (12.1)). The analog’s remainder is drawn as context — its ending is what happened to it, not a forecast for this year.
The Drought Monitor’s view since 2000
Mean share of area in each class across Custer, Pueblo counties — the counties this district’s gages sit in, which overlap the district imperfectly. The Drought Monitor weighs soils, vegetation and local reports; it is CONTEXT beside the river’s own record above, not the water-rights picture.
The law’s own drought gauge
When water runs short, administration answers: calls reach further back in time, and more decreed rights go junior to the calling right. This is that response, weekly since 2005 — the share of this district’s decreed flow rights junior to the most senior active call. Watch it spike in the named droughts below, and linger after the river recovers.
Computed from DWR’s call record (156 calls touching this district) against the district’s rights index. Scoping is deliberately coarse — a call’s own district, or districts named in its comments — and this is administration’s RESPONSE, not a per-structure verdict (each dossier’s curtailment card does that, with stream miles). A deepening call can also reflect growing demand, not only shrinking supply.
This basin’s droughts, by its own record
| Drought | Span | Weeks | Trough percentile | Flows recovered | Water table back |
|---|---|---|---|---|---|
| unnamed dry spell | 2023-12-25 → 2024-05-20 | 21 | 23rd (2024-01-22) | 2 weeks | — |
| the 2020-22 drought | 2022-10-10 → 2023-08-14 | 44 | 11th (2023-02-20) | 42 weeks | — |
| the 2020-22 drought | 2020-09-07 → 2021-07-12 | 44 | 23rd (2020-10-12) | 2 weeks | — |
| the 2012-13 drought | 2014-02-03 → 2014-09-08 | 31 | 12th (2014-04-07) | 0 weeks | — |
| the 2012-13 drought | 2012-05-07 → 2013-11-11 | 79 | 5th (2013-07-08) | 42 weeks | — |
| the 2012-13 drought | 2010-12-06 → 2011-11-07 | 48 | 19th (2011-06-27) | 147 weeks | — |
| unnamed dry spell | 2005-10-24 → 2006-12-25 | 61 | 6th (2006-06-19) | 27 weeks | — |
| the 2002 drought | 2003-10-06 → 2004-08-23 | 46 | 6th (2004-02-02) | 16 weeks | — |
| the 2002 drought | 2002-04-01 → 2003-09-29 | 78 | 6th (2002-09-02) | 63 weeks | — |
| unnamed dry spell | 1989-09-18 → 1990-03-12 | 25 | 27th (1989-11-13) | 35 weeks | — |
| the 1981 drought | 1980-12-08 → 1981-10-19 | 45 | 18th (1981-05-18) | 45 weeks | 1 yr (5 wells) |
| the 1977 drought | 1978-12-25 → 1979-07-16 | 29 | 10th (1978-12-25) | 44 weeks | — |
Detected mechanically: the 26-week smoothed percentile below the 30th for at least 20 weeks; recovered on regaining the 50th. The water-table clock compares each monitoring well against its own pre-drought median (the 3 years before onset) and dates the year the median well got back — the aquifer remembers longest, and “still below” is a finding, not a gap. The knobs are stated because the episode list depends on them — a different reasonable choice merges or splits episodes at the edges. Names are attached where an episode overlaps a drought Colorado already talks about.
What drought has cost here
Since 1991, federal crop insurance has paid $3,076,450 in drought-caused claims across Custer, Pueblo counties — 6.5% of all insured crop losses there. The worst year was 2012 ($356,114).
USDA crop-insurance indemnities where the recorded cause of loss is drought, summed over the counties this district's gages sit in. Counties overlap water districts imperfectly, and insured-crop claims are a floor on drought damage, not a total. Source: USDA RMA cause-of-loss files.
When this basin claimed its water
Every bar is a year’s new appropriations (82 rights across 49 years of shared record), colored by that year’s wetness from the barcode above. Here the correlation is -0.21 — this basin tended to claim water in dry times, under scarcity pressure. Across the state both behaviors exist: ephemeral southwest basins file after wet demonstrations, transbasin-source basins under drought — and the biggest statewide filing waves sat in the 1950s drought and after 2002, not in the wet 1980s–90s.
Appropriation dates are the CLAIMED initiation of a right, not the courthouse filing date; the record is survivor-biased (abandoned claims are absent, so failed dry-era scrambles are undercounted); and the big 1960s and 2000s spikes sit on legal events — the pre-1969-Act adjudication era and 2000s legislation — not on weather. A correlation here is a description, never a cause.
New to how a dry winter becomes a call on the river? Anatomy of a drought walks the chain in four minutes — snow to rivers to reservoirs to calls to the water table.
Legal
Who serves it, who protects it
Two registers the site fetches on their own schedules, read for this district. Neither is a DWR record; each links its own page and its agency.
Public water systems here
Source Register of another agency · fetched 2026-09-08 · verify at EPA SDWIS ↗
7 systems touch this district (7 community systems reporting 128,166 people served, a figure that counts a wholesaler's customers twice); 1 of them carries an open health-based violation on EPA's record.
| System | Serves | Source | Here |
|---|---|---|---|
| PUEBLO BOARD OF WW | 114,070 | Surface water | 4% of its area |
| ST CHARLES MESA WD | 9,690 | Surface water | 9% of its area |
| COLORADO CITY MD 2 open health-based | 2,755 | Surface water | 100% of its area |
| RYE TOWN OF | 745 | Surface water | 100% of its area |
| BEULAH WATER WORKS DISTRICT | 445 | Surface water | 100% of its area |
| PINE DRIVE WD | 416 | Surface water | 100% of its area |
| MOUNTAIN SHADOWS MOBILE ESTATES | 45 | Groundwater | 100% of its area |
Instream-flow rights held by the state
Source Register of another agency · fetched 2026-09-08 · verify at CWCB instream flow program ↗
8 reaches over 53.3 miles, held by the Colorado Water Conservation Board so that water stays in the stream. Every reach, with its schedule and case →
- Saint Charles River, 13.0 mi: 3 (1/1 - 12/31) cfs (appropriated 1976, 76W4435) · dossier
- Greenhorn Creek, 6.8 mi: 1.5 (3/15 - 4/30), 4.75 (5/1 - 7/14), 0.85 (11/15 - 3/14), 1.5 (7/15 - 11/14) cfs (appropriated 1998, 98CW0154) · dossier
- Middle Creek, 6.72 mi: 5.1 (4/1 - 8/31), 2.8 (9/1 - 3/31) cfs (appropriated 2010, 10CW0057) · dossier
- Graneros Creek, 6.3 mi: 0.25 (1/1 - 12/31) cfs (appropriated 1998, 98CW0160) · dossier
- Greenhorn Creek, 6.3 mi: 1.25 (7/1 - 3/31), 2.25 (4/1 - 6/30) cfs (appropriated 1998, 98CW0148) · dossier
- Graneros Creek, 5.4 mi: 0.5 (3/15 - 4/30), 1.25 (5/1 - 8/14), 0.3 (12/1 - 3/14), 0.5 (8/15 - 11/30) cfs (appropriated 1998, 98CW0150) · dossier
and 2 more on the district's instream-flow page.
What the water is like -- USGS sensors right now, where it has been sampled, the impaired-waters list, and how the tap water here stands with EPA -- is on the Water quality tab.
Designated groundwater basins are on their own page.
Source Adjudicated record · verify at DWR water-right transactions ↗ Source Adjudicated record · verify at DWR net amounts ↗
Decreed rights on this network run from 1859-05-01 to 2022-12-13. Of the 20 structures with a yield estimate, the median one’s senior right was in priority 3% of a median irrigation season and 0% in a dry one. 25 abandonment screens and 58 compliance flags are listed below as leads for review — a screen is not an abandonment and a flag is not a violation.
Rights on file: 957 across 704 structure(s); 95 structure(s) carry 0 court-case references. Advisory reading aids on public DWR data — not administrative or legal conclusions.
Is the river getting harder to divert from?
Over 2003–2025, administration on this district has been tightening: 3 of 3 measures (days under callA senior water right demanding its water, which requires everyone junior on that stream to stop diverting until it is satisfied., calls set, seniorityColorado shares water by date: the earlier the right, the stronger its claim when the river runs short. "First in time, first in right." of the controlling call) are moving toward more administration, none the other way.
The three measures, year by year
One row per whole calendar year inside the call record's coverage (23 years); partly-covered years are omitted rather than reported as quiet. Trend is Mann-Kendall with the same significance gate as every other trend on this site. Counted from DWR's published call record, which begins in the early 2000s: earlier years are absent, not quiet. A rise in the number of calls set can also reflect how finely an administrator records one episode, which is why days under call -- insensitive to that -- is the component to read first. Advisory summary of the public record, not an administrative finding.
| Year | Days under call | Calls set | Controlling priority (median) |
|---|---|---|---|
| 2014 | 365 | 419 | 1866-05-01 |
| 2015 | 365 | 222 | 1865-10-07 |
| 2016 | 366 | 355 | 1862-04-30 |
| 2017 | 365 | 260 | 1866-10-31 |
| 2018 | 365 | 401 | 1862-04-30 |
| 2019 | 365 | 389 | 1862-03-20 |
| 2020 | 366 | 340 | 1861-05-31 |
| 2021 | 365 | 362 | 1862-04-30 |
| 2022 | 365 | 370 | 1862-11-15 |
| 2023 | 365 | 369 | 1862-04-30 |
| 2024 | 366 | 359 | 1862-04-30 |
| 2025 | 365 | 384 | 1862-04-30 |
Why diversions stopped — call-based explanations
Sustained diversion stops matched to senior administrative calls.
- PIONEER MIDDLE CREEK (1500517) DWR↗ stopped 2025-08-31 (61+ days) — call at MODEL DITCH curtailing 100% of its decreed rate [heuristic-strong]
- CARTER DITCH (1500557) DWR↗ stopped 2025-08-02 (16+ days) — call at TITSWORTH DITCH curtailing 100% of its decreed rate [heuristic-strong]
- HIGHLINE DITCH (1500541) DWR↗ stopped 2025-07-07 (58+ days) — call at LEWELLING-MCCORMICK curtailing 100% of its decreed rate [heuristic-strong]
- ROBINSON DITCH (1500549) DWR↗ stopped 2025-07-07 (21+ days) — call at LEWELLING-MCCORMICK curtailing 100% of its decreed rate [heuristic-strong]
- SHURTZ DITCH (1500553) DWR↗ stopped 2025-07-07 (49+ days) — call at LEWELLING-MCCORMICK curtailing 100% of its decreed rate [heuristic-strong]
- MESA DITCH (1500544) DWR↗ stopped 2025-07-06 (9+ days) — call at LEWELLING-MCCORMICK curtailing 100% of its decreed rate [heuristic-strong]
- A J LAMB DITCH (1500567) DWR↗ stopped 2025-07-02 (121+ days) — call at TITSWORTH DITCH curtailing 100% of its decreed rate [heuristic-strong]
- GRANEROS CANON DITCH (1500563) DWR↗ stopped 2025-06-15 (138+ days) — call at LUCERO DITCH curtailing 100% of its decreed rate [heuristic-strong]
- DUNBAUGH DITCH (1500545) DWR↗ stopped 2025-06-10 (42+ days) — call at LUCERO DITCH curtailing 81% of its decreed rate [heuristic-partial]
- A J LAMB DITCH (1500567) DWR↗ stopped 2025-06-04 (5+ days) — call at PULASKI DITCH curtailing 100% of its decreed rate [heuristic-strong]
- PIONEER MIDDLE CREEK (1500517) DWR↗ stopped 2025-06-03 (5+ days) — call at PULASKI DITCH curtailing 71% of its decreed rate [heuristic-partial]
- SHURTZ DITCH (1500553) DWR↗ stopped 2025-05-19 (18+ days) — call at HOEHNE DITCH curtailing 100% of its decreed rate [heuristic-strong]
Right yield — how often could these rights actually divert?
Share of irrigation-season days each structure's rights were not called out, derived from the 22-year district-scoped call record (senior right = floor, junior right = ceiling constraint). Call-record-derived; DWR's own analysis governs where available.
| Structure | Senior priority | Senior right: median / dry yr | Junior right: median / dry yr |
|---|---|---|---|
| ST CHARLES FLOOD DITCH (1500522) DWR↗ | 1861-09-01 | 96.7% / 44.4% | 0.0% / 0.0% |
| HAYDEN SUPPLY DITCH (1500537) DWR↗ | 1859-05-01 | 100.0% / 100.0% | 0.0% / 0.0% |
| DOTSON DITCH NO 1 (1500507) DWR↗ | 1865-05-31 | 41.1% / 2.8% | 0.0% / 0.0% |
| BRYSON DITCH (1500504) DWR↗ | 1883-10-31 | 0.0% / 0.0% | 0.0% / 0.0% |
| GREENHORN HIGHLINE DITCH (1500539) DWR↗ | 1859-05-01 | 100.0% / 100.0% | 0.0% / 0.0% |
| A J LAMB DITCH (1500567) DWR↗ | 1869-12-31 | 0.0% / 0.0% | 0.0% / 0.0% |
| POLLARD DITCH (1500518) DWR↗ | 1866-12-15 | 17.3% / 0.0% | 0.0% / 0.0% |
| HIGHLINE DITCH (1500541) DWR↗ | 1869-03-01 | 1.4% / 0.0% | 0.0% / 0.0% |
| MIDDLE CREEK MIN FLOW - LOWER (1503008) DWR↗ | 2010-01-26 | 0.0% / 0.0% | 0.0% / 0.0% |
| PIONEER MIDDLE CREEK (1500517) DWR↗ | 1866-06-30 | 25.2% / 0.0% | 0.0% / 0.0% |
| RYE FISH HATCHERY P/L #2 (1500550) DWR↗ | 1939-09-15 | 0.0% / 0.0% | 0.0% / 0.0% |
| SHURTZ DITCH (1500553) DWR↗ | 1868-04-01 | 5.1% / 0.0% | 0.0% / 0.0% |
Abandonment radar (25 screens)
Absolute rights with 10+ years of no recorded diversions. Screens only — storage, alternate points, and plan operations can explain nonuse lawfully. And diversion REPORTING itself only reached its modern level ~1912 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- GREENHORN HIGHLINE DITCH (1500539) DWR↗ (1859-05-01, 10.9 cfs decreed): last active 1934 — 91 years idle
- FISHER CANON DITCH NO 2 (1500560) DWR↗ (1893-06-27, 2.0 cfs decreed): last active 1939 — 86 years idle
- MEXICAN DITCH (1500585) DWR↗ (1867-02-20, 2.0 cfs decreed): last active 1957 — 68 years idle
- MCDANIEL DITCH NO 3 (1500569) DWR↗ (1879-11-30, 0.1 cfs decreed): last active 1973 — 52 years idle
- MOORE'S SPRING PIPELINE (1500617) DWR↗ (1906-06-30, 0.5 cfs decreed): last active 1973 — 52 years idle
- DAVIS DITCH (1500533) DWR↗ (1873-06-01, 0.9 cfs decreed): last active 1974 — 51 years idle
- COLORADO CITY WELL NO 3 (1505593) DWR↗ (1965-08-25, 0.6 cfs decreed): last active 1974 — 51 years idle
- CRAWFORD & SMYTHE DITCH (1500531) DWR↗ (1870-03-01, 3.7 cfs decreed): last active 1975 — 50 years idle
- PIERSON SPRING DITCH (1500619) DWR↗ (1868-05-01, 1.8 cfs decreed): last active 1975 — 50 years idle
- IRON SPRINGS PIPELINE (1500642) DWR↗ (1901-12-31, 0.3 cfs decreed): last active 1982 — 43 years idle
Compliance screens (58 advisory flags)
Screened 105 of 704 structures with rights (117 have diversion history on file). A flag is a lead for expert review — augmentation plans, exchanges, and free-river conditions can make over-decree diversions lawful and are deliberately not modeled.
- DOTSON DITCH NO 1 (1500507) DWR↗: Observed p99 daily rate 26.2 cfs (max 266.0) exceeds total decreed absolute 26.0 cfs across 47152 recorded day(s).
- A J LAMB DITCH (1500567) DWR↗: Observed p99 daily rate 11.2 cfs (max 15.5) exceeds total decreed absolute 7.3 cfs across 7705 recorded day(s).
- GREENHORN HIGHLINE DITCH (1500539) DWR↗: Observed p99 daily rate 11.0 cfs (max 11.0) exceeds total decreed absolute 10.9 cfs across 2376 recorded day(s).
- HICKLIN DITCH "A" (1500538) DWR↗: Observed p99 daily rate 10.0 cfs (max 29.4) exceeds total decreed absolute 0.7 cfs across 38112 recorded day(s).
- HICKLIN DITCH "B" (1500540) DWR↗: Observed p99 daily rate 10.0 cfs (max 20.0) exceeds total decreed absolute 1.7 cfs across 2732 recorded day(s).
- CRAWFORD & SMYTHE DITCH (1500531) DWR↗: Observed p99 daily rate 6.0 cfs (max 8.0) exceeds total decreed absolute 3.7 cfs across 9180 recorded day(s).
- STANLEY DITCH NO 1 (1500554) DWR↗: Observed p99 daily rate 5.8 cfs (max 38.0) exceeds total decreed absolute 1.5 cfs across 5902 recorded day(s).
- WAGNER DITCH (1500524) DWR↗: Observed p99 daily rate 4.2 cfs (max 8.0) exceeds total decreed absolute 1.5 cfs across 10596 recorded day(s).
- MARINCICH PUMP (1500525) DWR↗: Observed p99 daily rate 4.2 cfs (max 4.6) exceeds total decreed absolute 0.8 cfs across 1454 recorded day(s).
- CHASE DITCH (1500506) DWR↗: Observed p99 daily rate 4.0 cfs (max 11.5) exceeds total decreed absolute 2.0 cfs across 7370 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| ST CHARLES FLOOD DITCH (1500522) DWR↗ | 1861-09-01 | 16 | 1135.4 | 0 | — |
| HAYDEN SUPPLY DITCH (1500537) DWR↗ | 1859-05-01 | 11 | 70.0 | 0 | — |
| DOTSON DITCH NO 1 (1500507) DWR↗ | 1865-05-31 | 4 | 26.0 | 0 | — |
| BRYSON DITCH (1500504) DWR↗ | 1883-10-31 | 3 | 11.6 | 0 | — |
| GREENHORN HIGHLINE DITCH (1500539) DWR↗ | 1859-05-01 | 16 | 10.9 | 0 | — |
| A J LAMB DITCH (1500567) DWR↗ | 1869-12-31 | 7 | 7.3 | 0 | — |
| POLLARD DITCH (1500518) DWR↗ | 1866-12-15 | 2 | 6.0 | 0 | — |
| HIGHLINE DITCH (1500541) DWR↗ | 1869-03-01 | 4 | 5.4 | 0 | — |
| PIONEER MIDDLE CREEK (1500517) DWR↗ | 1866-06-30 | 4 | 5.1 | 0 | — |
| MIDDLE CREEK MIN FLOW - LOWER (1503008) DWR↗ | 2010-01-26 | 1 | 5.1 | 0 | — |
| RYE FISH HATCHERY P/L #2 (1500550) DWR↗ | 1939-09-15 | 1 | 5.0 | 0 | — |
| SHURTZ DITCH (1500553) DWR↗ | 1868-04-01 | 6 | 4.9 | 0 | — |
| GREENHORN CREEK MIN FLOW (1503003) DWR↗ | 1998-05-11 | 1 | 4.8 | 0 | — |
| BRYSON PUMP NO 1 (1500757) DWR↗ | 1870-01-02 | 2 | 4.5 | 0 | — |
| GREENHORN VALLEY DITCH (1500536) DWR↗ | 1859-05-01 | 14 | 4.2 | 0 | — |
Recent inventory & legal-document changes
- 2026-09-04 — call set: LAMAR CANAL (39415)
- 2026-09-04 — call released: 39400
- 2026-09-04 — call set: BACA IRRIGATING DITCH (39408)
- 2026-09-04 — call set: LISTON & LOVE SOUTH (39412)
- 2026-09-04 — call released: 39316
- 2026-09-03 — call set: PBWW NORTHSIDE INTAKE (39399)
- 2026-09-03 — call set: AMITY CANAL (39400)
- 2026-09-03 — call released: 39384
Water-court filings this month (division-wide)
6 applications in the 2026-07 resume for this basin's division — new rights, changes, augmentation plans — from the water clerk's statutory monthly notice (C.R.S. 37-92-302), the earliest public signal of a new claim. Filings are division-wide, not district-filtered: check the county column. Full resume PDF at the Judicial Branch →
Anyone affected may file a statement of opposition until 2026-09-30 (17 days left). C.R.S. 37-92-302(3): due by the last day of the second month following the filing month — computed, not legal advice; confirm with the water clerk.
All 6 filings, with excerpts
| Case | What it asks | County | Excerpt |
|---|---|---|---|
2026CW3032
|
— | — | CASE NO. 2026CW3032; Previous Case Nos. 20CW3003, 13CW3008, 97CW83 – EMPIRE LODGE HOMEOWNER’S ASSOCIATION, INC. c/o Tim Ratterman, President, 585 Empire Valley Drive, Leadville, CO 80461 (Please address all pleadings and inquiries regarding this matter to Appl… |
2026CW3033
1205090 1205091 |
reasonable diligence | — | CASE NO. 2026CW3033; Previous Case No. 2019CW3032 – SANGRE DE CRISTO RANCH, LLC c/o Stephanie Stolba, 44301 E Iliff Trail, Bennett, CO 80102 (Please address all pleadings and inquiries regarding this matter to Applicant’s attorney: Jennifer M. DiLalla, #40319,… |
2026CW3034
|
— | HUERFANO | CASE NO. 2026CW 3034; (2017CW3075); CUCHARAS SANITATION & WATER DISTRICT, 16925 Highway 12, Cucharas, Colorado 81055 (“CSWD”); Huerfano County Water Conservancy District, c/o/ Administrator, P.O. Pox 442, La Veta, Colorado 81055 (“Huerfano”); Town of La Veta, … |
2026CW3035
|
plan for augmentation | — | CASE NO. 2026CW3035; GUM FAMILY TRUST AND JACOB GUM, TRUSTEE AND INDIVIDUALLY, 8580 Forest Line Point, Colorado Springs, CO, 80908 (Please address all pleadings a nd inquiries regarding this matter to Applicant’s attorney s: Philip E. Lopez, Eric K. Trout, Fai… |
2026CW3036
1406622 1406637 1406670 |
plan for augmentation | — | CASE NO. 2026CW3036; Previous Case No. 2017CW3009 – SILOAM WELL ASSOCIATION, 46 Glenroyal Dr., Pueblo, CO 81005 (Please address all pleadings and inquiries regarding this matter to Applicant’s attorney: Steven L. Jasnssen, Esq., 1937 Juniper St., Longmont, CO … |
2026CW7
|
— | — | CASE NO. 2026CW7; COLORADO DIVISION OF PARKS AND WILDLIFE AND THE PARKS AND WILDLIFE COMMISSION (“CPW”), Attn: Pete Conovitz, Water Rights Program Administrator, 6060 Broadway, Denver, Colorado 80216 (Please address all pleadings and inquiries regarding this m… |
Active substitute water supply plans in this district
Temporary State Engineer approvals to divert out of priority (37-92-308 / 37-90-137). A structure operating under one behaves differently under a call than its decreed rights alone suggest — the priority tables above don't know about these; this list does. Source: DWR’s active-SWSP register, refreshed nightly.
| Plan | Type | Status | Expires | Structure | Documents |
|---|---|---|---|---|---|
| KELLY BOND DUST SUPPRESSION - CWPDA | 37-92-308(5) PLANS LESS THAN 5 YEARS | Approved | 2027-02-28 | 1407849 | plan file |
Water quality
The water itself, in this district
Four registers, each on its own schedule: what USGS sensors read right now, where samples have been taken, which stretches the state lists as impaired, and how the tap water of the systems here stands with EPA. None is a DWR record; each links its own page.
Right now
Source Provisional telemetry · fetched 2026-09-13 · verify at USGS current conditions ↗
1 USGS sensor reports temperature, conductance, dissolved oxygen or turbidity from inside this district; provisional readings, never merged into the verified record.
| Site | Temp °C | Cond µS/cm | DO mg/L | Turb FNU | As of |
|---|---|---|---|---|---|
| BESSEMER DITCH AT ST. CHARLES WD NEAR PUEBLO CO ↗ | 19.2 | 560 | 9 | 2026-09-12 23:45 |
Where water has been sampled
Source Register of another agency · fetched 2026-09-09 · verify at Water Quality Portal ↗
The portal lists 1,561 sampling stations in this district's watershed (Upper Arkansas 11020002), of which 65 reported a sample in the last 5 years on the state and tribal side (USGS activity is in the station count, not in that figure). Most active: Colorado Dept. of Public Health & Environment-WQCD (State) (44), USGS Colorado Water Science Center (11), Colorado River Watch (8). Most-sampled groups: Physical, Nutrient, Inorganics, Major, Non-metals, Information. Every station as a file ↗
Results themselves are not fetched here; USGS samples added after March 2024 may not be in the portal's legacy profiles yet.
Drinking water
Source Register of another agency · fetched 2026-09-09 · verify at EPA SDWIS ↗
7 community systems touch this district. 1 carries an open health-based violation on EPA's record. EPA sampled 2 of them for PFAS in 2023–25; none had PFOA or PFOS at or above the 2024 limit.
| System | Serves | EPA record | PFAS (UCMR 5) | Lead, latest 90th pct |
|---|---|---|---|---|
| COLORADO CITY MD | 2,755 | 2 open health-based | not sampled | 0.001 mg/L |
| PUEBLO BOARD OF WW | 114,070 | clean, last 12 quarters | none detected | 0.0023 mg/L |
| ST CHARLES MESA WD | 9,690 | clean, last 12 quarters | 1 detected, under the limits | 0.002 mg/L |
| RYE TOWN OF | 745 | 11 of 12 quarters with a violation | not sampled | 0.0 mg/L |
| BEULAH WATER WORKS DISTRICT | 445 | 7 of 12 quarters with a violation | not sampled | 0.0 mg/L |
| PINE DRIVE WD | 416 | 11 of 12 quarters with a violation | not sampled | 0.0015 mg/L |
| MOUNTAIN SHADOWS MOBILE ESTATES | 45 | 1 of 12 quarters with a violation | not sampled | 0.0018 mg/L |
EPA's record carries violations and lead/copper percentiles; nitrate and disinfection by-product results are not in it. UCMR 5 samples are monitoring, not compliance, and the 2024 PFOA/PFOS limits equal its reporting limit, so any detection of those two is at or above them.
Impaired waters
Source Register of another agency · verify at EPA ATTAINS ↗
The state's 303(d) impaired-waters list has not been joined to this basin's own watershed boundary yet, so nothing is shown rather than a guess; the basins with a join carry the full list here. Why the join is geometry, not a name match.
Call cascade
If a call were placed at a given seniority, which structures in this basin would be out of priority, and how much of their decreed rate would be curtailed? Computed from this basin's cached decrees.
What this does and doesn't model. Seniority arithmetic only: every right junior to the call is treated as curtailed. It does not model reach applicability — structures downstream of the calling point are not administered by it — and it applies no futile-call judgment. Read it as “who is junior to this date, and by how much,” not as a prediction of what the Division Engineer would actually order.
Pick a calling right
Real decrees from this basin, ordered by administration number — that is, by actual seniority. The years will look out of order, and that is correct: an administration number encodes the adjudication date as well as the appropriation date, so a right appropriated in 1970 can be administered ahead of one from 1950. A senior call curtails almost everything; a junior one curtails almost nothing.
Or enter an administration number directly
DWR administration numbers encode appropriation and adjudication dates; lower is more senior.
Each row shows a streamgage where the upstream walk (headwater seed ± diversions ± returns ± tributaries) disagrees with the gage reading. Possible reasons include ungaged diversions/returns, channel losses, or structures with stale telemetry.
| Stream | Gage | R-mile | Predicted (cfs) | Observed (cfs) | Δ (cfs) | Reach (mi) | Hypothesis |
|---|---|---|---|---|---|---|---|
| MAINSTEM | SAINT CHARLES RIVER AT VINELAND (STCHARCO) | 61.4 | 5.3 | 56.6 | +51.2 | 10.1 | Unaccounted +51.2 cfs gain over 10.1 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | COMANCHE RETURN FLOW (COMRETCO) | 51.3 | 0.3 | 5.3 | +5.0 | 37.4 | Unaccounted +5.0 cfs gain over 37.4 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| Gage ⇅ | Station ⇅ | Avg cfs Aug 10–Aug 16 ⇅ |
% Hist Median ⇅ | Rank ⇅ | Δ1wk ⇅ | Δ4wk ⇅ | Yrs ⇅ | Status ⇅ |
|---|---|---|---|---|---|---|---|---|
| GRECRKCO | GREENHORN CREEK ABOVE RYE CO | 0.3 | 10% | 0 | +0 | +0 | 19.1 | SHORT_RECORD |
| SHRDITCO | SHURTZ DITCH ABOVE RYE CO | 0.0 | 0% | 0 | +0 | +0 | 19.2 | SHORT_RECORD |
| COMRETCO | COMANCHE RETURN FLOW | 2.3 | 77% | 0 | -0 | -0 | 18.1 | SHORT_RECORD |
| STCHARCO | SAINT CHARLES RIVER AT VINELAND | 56.6 | 240% | 77 | +48 | +54 | 47.8 | OK |
Call details in gantt above
3 alert(s) · 0 warning(s) · 3 info. Each gage contributes at most one flag per category (its single most-severe match), so this list shouldn't multiply-count the same underlying condition.
Topology cross-check: 8 parent disagreements, 6 sizable streams not on this network (vs DWR's route framework — under review)
This flow network was built mechanically; DWR's Source Water Route Framework disagrees with it in the places below. Each row is a question a human reviewer has not yet answered — not an error verdict. Checked 13 streams, 5 agree. Know this water? Tell us →
| Stream | This site routes it to | DWR routes it to |
|---|---|---|
| Arkansas River | the mainstem | nan |
| North Creek | the mainstem | Middle Creek |
| Middle Creek | the mainstem | North Saint Charles River |
| Squirrel Creek | the mainstem | North Saint Charles River |
| South Creek | the mainstem | Squirrel Creek |
| Graneros Creek | the mainstem | Greenhorn Creek |
| Cold Spring Creek | the mainstem | Greenhorn Creek |
| Little Graneros Creek | the mainstem | Graneros Creek |
Sizable streams DWR maps here that this network does not carry:
Thomkins Arroyo (14 mi) · Stinking Arroyo (11 mi) · Spring Branch (10 mi) · Edson Arroyo (10 mi) · Beaver Creek (4 mi) · Amethyst Creek (4 mi)