Upper South Platte
Upper South Platte on the ground — the ditches, wells, reservoirs and gages of Water District 23 · 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 South Platte River is well below normal for late August -- 35% of normal flow. 25 calls stand against it right now; the most senior right calling dates to 1860. This year's runoff outlook, issued 2026-06-01, called for 41% of normal.
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 2026-09-07 (the newest reading on file), flows at the 24 ranked gages are running at a median 46% of their own long-term norm for this window — 24 below a typical year, 0 at or above. Driest relative to its record: FOUR MILE CREEK AT BEERY DITCH, ranking 1st lowest of 6 years.
How this comparison is made
Each gage's mean flow over the 3 days either side of 2026-09-07, 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 2026-09-13 19:37 from 50 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.
Of the 50 gages with enough record, 0 are trending down and 3 up, and 4 carry a detected shift. The clearest is South Platte River near Lake George, its annual mean flow changing +7.54 cfs per decade (+8.2% of its median annual flow) over 96 years (p<0.0001). The other 46 show no clear signal either way.
Drought history, cost, and the four-century context moved to the Drought tab.
| Gage | Trend | Change / decade cfs · % of median annual flow | Significance | Years | Changepoint |
|---|---|---|---|---|---|
|
▸
South Platte River near Lake George PLAGEOCO |
↑ increasing | +7.54 cfs +8.2% | p<0.001 | 96 | ~1983 |
|
▸
South Platte River above Elevenmile Reservoir PLAHARCO |
↑ increasing | +7.62 cfs +8.0% | p<0.001 | 86 | ~1983 |
|
▸
Aurora Homestake Pipeline to Spinney Mountain Reservoir (Relief Valve) HOMSPRCO |
↑ increasing | +0.38 cfs | p=0.002 | 11 | ~2017 |
|
▸
Boreas Pass Ditch at Boreas Pass BORDITCO |
no clear trend | +0.00 cfs | p=0.941 | 83 | ~1962 |
46 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. 32 gage(s) and 0 structure(s) report in 2026. 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) |
|---|---|---|
| 1910s | 2 | 0 |
| 1920s | 1 | 0 |
| 1930s | 2 | 0 |
| 1940s | 2 | 0 |
| 1950s | 4 | 0 |
| 1960s | 4 | 0 |
| 1970s | 5 | 0 |
| 1980s | 10 | 0 |
| 1990s | 25 | 0 |
| 2000s | 28 | 0 |
| 2010s | 31 | 0 |
| 2020s | 32 | 0 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 0% of 96 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.
Cross-gage pattern fingerprint
Over the 51-year window with full coverage (1976–2026), the dominant shared pattern across 3 gage(s) explains 70% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).
All gages in this window move with the shared pattern -- no localized outlier.
Structures most implicated by reconciliation (as of 2026-08-10)
Which structures' data absorbed the most correction when the current mass-balance snapshot was reconciled -- see the Historical tab for the full picture on any date.
- SPINNEY MTN RESERVOIR (diversion): +45.7 cfs (50% of that reach's correction)
- SOUTH PLATTE RIVER CR 59 PUMP (diversion): +45.7 cfs (50% of that reach's correction)
- CAMP ALEXANDER PUMP (diversion): -13.4 cfs (14% of that reach's correction)
- LAKE GEORGE INTAKE (diversion): -13.4 cfs (14% of that reach's correction)
- LIDDERDALE RES (diversion): -13.4 cfs (14% of that reach's correction)
- ELEVEN MILE CANON D (diversion): -13.4 cfs (14% of that reach's correction)
- CR 90A PUMP (diversion): -13.4 cfs (14% of that reach's correction)
- SOUTH PLATTE RIVER CR 112 PUMP (diversion): -13.4 cfs (14% of that reach's correction)
- SPORTSMENS PARADISE PUMP (diversion): -13.4 cfs (14% of that reach's correction)
- WALKING BEAR PUMP (diversion): +5.6 cfs (100% of that reach's correction)
Data provenance & quality
Where these numbers come from and how far they can be trusted. Grade D (2/6 points) — the components below are the finding; the letter alone is not. Sources: CDSS REST API.
| Check | State | What was measured |
|---|---|---|
| gage freshness | current | newest gage reading is 6 day(s) old |
| diversion record | absent | no diversion records cached |
| structure coverage | sparse | 0% of schematic structures have data |
50 gage(s) / 338,346 daily values (1911-03-01–2026-09-07); 0 structure(s) with diversion records; 0 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
64% are constructed wells; 13% 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
15,383 located water-supply permits with an issue date, 1908 to 2026; half of them had been issued by 1998, and the busiest year was 1997 with 596. The district’s 821 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 18,038 above counts every permit on file here; 1,834 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 2 issued before 1950 are in the table, not the bars
The counts by year, as a table
| Year | Issued | Monitoring holes | Water-supply | Issued through that year |
|---|---|---|---|---|
| 1908 | 2 | 0 | 2 | 2 |
| 1953 | 2 | 0 | 2 | 4 |
| 1954 | 9 | 0 | 9 | 13 |
| 1955 | 29 | 0 | 29 | 42 |
| 1956 | 19 | 0 | 19 | 61 |
| 1957 | 8 | 0 | 8 | 69 |
| 1958 | 2 | 0 | 2 | 71 |
| 1959 | 8 | 0 | 8 | 79 |
| 1960 | 15 | 0 | 15 | 94 |
| 1961 | 12 | 0 | 12 | 106 |
| 1962 | 16 | 0 | 16 | 122 |
| 1963 | 19 | 0 | 19 | 141 |
| 1964 | 22 | 0 | 22 | 163 |
| 1965 | 34 | 0 | 34 | 197 |
| 1966 | 30 | 0 | 30 | 227 |
| 1967 | 18 | 0 | 18 | 245 |
| 1968 | 22 | 0 | 22 | 267 |
| 1969 | 58 | 0 | 58 | 325 |
| 1970 | 54 | 0 | 54 | 379 |
| 1971 | 80 | 0 | 80 | 459 |
| 1972 | 449 | 0 | 449 | 908 |
| 1973 | 282 | 1 | 281 | 1,190 |
| 1974 | 168 | 0 | 168 | 1,358 |
| 1975 | 127 | 0 | 127 | 1,485 |
| 1976 | 104 | 0 | 104 | 1,589 |
| 1977 | 165 | 0 | 165 | 1,754 |
| 1978 | 268 | 0 | 268 | 2,022 |
| 1979 | 372 | 0 | 372 | 2,394 |
| 1980 | 285 | 1 | 284 | 2,679 |
| 1981 | 293 | 0 | 293 | 2,972 |
| 1982 | 354 | 2 | 352 | 3,326 |
| 1983 | 274 | 3 | 271 | 3,600 |
| 1984 | 257 | 0 | 257 | 3,857 |
| 1985 | 213 | 0 | 213 | 4,070 |
| 1986 | 225 | 2 | 223 | 4,295 |
| 1987 | 186 | 2 | 184 | 4,481 |
| 1988 | 177 | 4 | 173 | 4,658 |
| 1989 | 162 | 10 | 152 | 4,820 |
| 1990 | 166 | 12 | 154 | 4,986 |
| 1991 | 205 | 17 | 188 | 5,191 |
| 1992 | 262 | 23 | 239 | 5,453 |
| 1993 | 301 | 12 | 289 | 5,754 |
| 1994 | 377 | 22 | 355 | 6,131 |
| 1995 | 559 | 33 | 526 | 6,690 |
| 1996 | 532 | 41 | 491 | 7,222 |
| 1997 | 625 | 29 | 596 | 7,847 |
| 1998 | 531 | 56 | 475 | 8,378 |
| 1999 | 493 | 43 | 450 | 8,871 |
| 2000 | 597 | 56 | 541 | 9,468 |
| 2001 | 533 | 32 | 501 | 10,001 |
| 2002 | 512 | 32 | 480 | 10,513 |
| 2003 | 403 | 42 | 361 | 10,916 |
| 2004 | 367 | 14 | 353 | 11,283 |
| 2005 | 366 | 23 | 343 | 11,649 |
| 2006 | 370 | 31 | 339 | 12,019 |
| 2007 | 325 | 28 | 297 | 12,344 |
| 2008 | 229 | 3 | 226 | 12,573 |
| 2009 | 147 | 5 | 142 | 12,720 |
| 2010 | 146 | 7 | 139 | 12,866 |
| 2011 | 133 | 10 | 123 | 12,999 |
| 2012 | 123 | 11 | 112 | 13,122 |
| 2013 | 133 | 9 | 124 | 13,255 |
| 2014 | 173 | 29 | 144 | 13,428 |
| 2015 | 174 | 4 | 170 | 13,602 |
| 2016 | 174 | 7 | 167 | 13,776 |
| 2017 | 202 | 26 | 176 | 13,978 |
| 2018 | 257 | 3 | 254 | 14,235 |
| 2019 | 224 | 11 | 213 | 14,459 |
| 2020 | 250 | 29 | 221 | 14,709 |
| 2021 | 364 | 17 | 347 | 15,073 |
| 2022 | 304 | 17 | 287 | 15,377 |
| 2023 | 244 | 1 | 243 | 15,621 |
| 2024 | 197 | 0 | 197 | 15,818 |
| 2025 | 178 | 1 | 177 | 15,996 |
| 2026 | 208 | 60 | 148 | 16,204 |
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
43 PLSS townships here where at least 5 water-supply permits naming the same aquifer filed a depth (12,751 permits in all; the 24 most-drilled are drawn, every one is in the table). Each column is one township, six miles square, on one scale to 700 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. 8 of these townships straddle a district line and are filed here because most of their permits are.
1,583 · 73% here
1,377
993
893
786 · 84% here
776 · 50% here
627
532
526
469
433 · 76% here
419
349
260 · 86% here
240
223
203
172
165
162
131
127
127
124
unnamed alluvium fractured crystalline 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 |
|---|---|---|---|---|---|---|
| T13S R70W 6th PM | 73% | unnamed | 1,533 | 100 / 240 / 500 | 40 / 160 / 440 | 100 / 250 / 500 |
| T13S R70W 6th PM | 73% | fractured crystalline | 50 | 142 / 390 / 641 | 77 / 340 / 532 | 164 / 400 / 632 |
| T9S R75W 6th PM | 100% | unnamed | 1,326 | 195 / 358 / 588 | 85 / 230 / 440 | 193 / 360 / 580 |
| T9S R75W 6th PM | 100% | fractured crystalline | 51 | 227 / 401 / 520 | 72 / 200 / 308 | 223 / 380 / 528 |
| T9S R78W 6th PM | 100% | unnamed | 981 | 78 / 168 / 360 | 42 / 110 / 260 | 80 / 170 / 355 |
| T9S R78W 6th PM | 100% | alluvium | 6 | 158 / 238 / 320 | 91 / 190 / 282 | 147 / 235 / 336 |
| T12S R71W 6th PM | 99% | unnamed | 887 | 65 / 200 / 500 | 20 / 140 / 440 | 80 / 212 / 514 |
| T12S R71W 6th PM | 99% | fractured crystalline | 6 | 265 / 300 / 530 | — | — |
| T12S R70W 6th PM | 84% | unnamed | 770 | 125 / 300 / 500 | 50 / 215 / 440 | 131 / 300 / 500 |
| T12S R70W 6th PM | 84% | fractured crystalline | 16 | 310 / 460 / 700 | 324 / 380 / 504 | 372 / 440 / 620 |
| T8S R78W 6th PM | 50% | unnamed | 772 | 66 / 140 / 280 | 29 / 85 / 188 | 72 / 147 / 280 |
| T10S R75W 6th PM | 100% | unnamed | 608 | 140 / 285 / 476 | 75 / 185 / 350 | 145 / 280 / 475 |
| T10S R75W 6th PM | 100% | fractured crystalline | 19 | 212 / 320 / 444 | 130 / 225 / 360 | 230 / 320 / 400 |
| T9S R77W 6th PM | 100% | unnamed | 524 | 100 / 180 / 320 | 50 / 120 / 240 | 100 / 180 / 334 |
| T10S R77W 6th PM | 100% | unnamed | 512 | 92 / 160 / 295 | 58 / 100 / 200 | 100 / 160 / 296 |
| T10S R77W 6th PM | 100% | alluvium | 6 | 85 / 165 / 240 | — | — |
| T10S R77W 6th PM | 100% | fractured crystalline | 6 | 160 / 220 / 267 | 106 / 180 / 212 | 154 / 220 / 268 |
| T13S R76W 6th PM | 99% | unnamed | 450 | 120 / 205 / 420 | 60 / 140 / 321 | 120 / 202 / 420 |
| T13S R76W 6th PM | 99% | fractured crystalline | 18 | 130 / 240 / 478 | 70 / 195 / 310 | 128 / 255 / 466 |
| T13S R71W 6th PM | 76% | unnamed | 427 | 66 / 200 / 488 | 20 / 124 / 380 | 98 / 220 / 480 |
| T13S R71W 6th PM | 76% | fractured crystalline | 5 | 203 / 400 / 520 | — | — |
| T13S R72W 6th PM | 99% | unnamed | 418 | 60 / 162 / 400 | 20 / 98 / 316 | 75 / 180 / 400 |
| T8S R76W 6th PM | 99% | unnamed | 341 | 65 / 245 / 500 | 50 / 151 / 320 | 100 / 265 / 480 |
| T8S R76W 6th PM | 99% | fractured crystalline | 8 | 248 / 325 / 444 | 160 / 175 / 196 | 255 / 326 / 400 |
| T13S R77W 6th PM | 86% | unnamed | 255 | 140 / 260 / 451 | 70 / 165 / 340 | 120 / 260 / 446 |
| T13S R77W 6th PM | 86% | fractured crystalline | 5 | 200 / 320 / 363 | — | — |
| T8S R75W 6th PM | 99% | unnamed | 238 | 69 / 202 / 453 | 40 / 125 / 300 | 100 / 220 / 480 |
| T9S R74W 6th PM | 99% | unnamed | 218 | 158 / 440 / 655 | 88 / 250 / 421 | 180 / 440 / 652 |
| T11S R74W 6th PM | 99% | unnamed | 185 | 125 / 260 / 420 | 34 / 160 / 326 | 124 / 260 / 420 |
| T11S R74W 6th PM | 99% | fractured crystalline | 18 | 214 / 320 / 436 | 96 / 180 / 278 | 188 / 320 / 448 |
| T12S R75W 6th PM | 100% | unnamed | 161 | 30 / 150 / 552 | 20 / 120 / 428 | 50 / 203 / 600 |
| T12S R75W 6th PM | 100% | fractured crystalline | 9 | 380 / 440 / 549 | 124 / 150 / 312 | 390 / 460 / 526 |
| T11S R75W 6th PM | 100% | unnamed | 159 | 80 / 225 / 460 | 39 / 118 / 306 | 97 / 260 / 440 |
| T11S R75W 6th PM | 100% | fractured crystalline | 5 | 130 / 230 / 276 | — | — |
| T14S R76W 6th PM | 98% | unnamed | 153 | 180 / 280 / 400 | 120 / 202 / 336 | 180 / 280 / 400 |
| T14S R76W 6th PM | 98% | fractured crystalline | 9 | 112 / 310 / 512 | 90 / 240 / 265 | 150 / 300 / 355 |
| T11S R77W 6th PM | 99% | unnamed | 126 | 60 / 140 / 378 | 46 / 100 / 221 | 80 / 145 / 397 |
| T12S R73W 6th PM | 100% | unnamed | 122 | 77 / 200 / 384 | 26 / 115 / 302 | 80 / 200 / 394 |
| T12S R73W 6th PM | 100% | fractured crystalline | 5 | 226 / 285 / 348 | 98 / 225 / 288 | 210 / 280 / 342 |
| T9S R76W 6th PM | 99% | unnamed | 122 | 100 / 250 / 478 | 40 / 140 / 326 | 100 / 260 / 464 |
| T9S R76W 6th PM | 99% | fractured crystalline | 5 | 172 / 300 / 408 | — | — |
| T13S R75W 6th PM | 100% | unnamed | 120 | 90 / 200 / 380 | 45 / 120 / 283 | 102 / 200 / 360 |
| T12S R72W 6th PM | 98% | unnamed | 100 | 35 / 182 / 481 | 20 / 118 / 360 | 84 / 205 / 475 |
| T11S R76W 6th PM | 100% | unnamed | 100 | 40 / 120 / 280 | 32 / 88 / 248 | 76 / 133 / 318 |
| T10S R74W 6th PM | 99% | unnamed | 84 | 101 / 240 / 450 | 18 / 84 / 300 | 100 / 232 / 442 |
| T13S R74W 6th PM | 100% | unnamed | 83 | 101 / 200 / 452 | 40 / 120 / 336 | 100 / 200 / 398 |
| T13S R73W 6th PM | 99% | unnamed | 78 | 78 / 150 / 396 | 44 / 124 / 316 | 100 / 162 / 386 |
| T11S R72W 6th PM | 100% | unnamed | 77 | 44 / 140 / 376 | 22 / 82 / 320 | 62 / 180 / 385 |
| T10S R72W 6th PM | 99% | unnamed | 67 | 60 / 225 / 540 | 20 / 130 / 416 | 60 / 250 / 580 |
| T11S R78W 6th PM | 99% | unnamed | 68 | 68 / 175 / 376 | 49 / 106 / 283 | 84 / 180 / 376 |
| T11S R73W 6th PM | 100% | unnamed | 61 | 120 / 240 / 360 | 60 / 160 / 276 | 120 / 220 / 358 |
| T14S R75W 6th PM | 93% | unnamed | 43 | 100 / 240 / 492 | 40 / 160 / 340 | 110 / 220 / 480 |
| T7S R76W 6th PM | 93% | unnamed | 41 | 40 / 120 / 390 | 18 / 80 / 265 | 75 / 155 / 550 |
| T10S R76W 6th PM | 100% | unnamed | 39 | 58 / 174 / 506 | 30 / 75 / 304 | 60 / 162 / 470 |
| T12S R76W 6th PM | 99% | unnamed | 38 | 79 / 198 / 406 | 64 / 140 / 308 | 120 / 280 / 424 |
| T10S R73W 6th PM | 100% | unnamed | 32 | 21 / 179 / 295 | 70 / 140 / 252 | 154 / 185 / 370 |
| T11S R71W 6th PM | 97% | unnamed | 30 | 21 / 78 / 362 | 10 / 36 / 257 | 37 / 120 / 357 |
| T10S R78W 6th PM | 100% | unnamed | 27 | 48 / 140 / 318 | 39 / 90 / 155 | 78 / 140 / 256 |
| T14S R74W 6th PM | 66% | unnamed | 26 | 3 / 220 / 405 | 105 / 180 / 240 | 150 / 220 / 290 |
| T12S R74W 6th PM | 97% | unnamed | 19 | 54 / 200 / 320 | 30 / 100 / 240 | 58 / 200 / 319 |
| T12S R77W 6th PM | 100% | unnamed | 13 | 47 / 85 / 129 | 37 / 42 / 85 | 52 / 78 / 138 |
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.
Snow and runoff
Source Independent agency measurement · fetched 2026-09-14 · verify at NRCS report generator ↗ Source Our computation, scored against a reference · NRCS forecast, graded here against the gage record
Snow-water equivalent, WY2026
No snow on the ground — normal for the date; the snow year begins in October. The chart shows the full water year just ending.
| SNOTEL site | Elev (ft) | SWE (in) | Median (in) | % of median | Typical peak |
|---|---|---|---|---|---|
| Buckskin Joe | 11160 | 0.0 | 0.0 | — | May 2 (12.6 in) |
| Michigan Creek | 10700 | 0.0 | 0.0 | — | April 26 (13.2 in) |
| Rough And Tumble | 10420 | 0.0 | 0.0 | — | April 24 (8.3 in) |
NRCS SNOTEL, daily. Sites are assigned to the district whose boundary contains them — the snow that feeds this district can also sit in a neighboring headwater district.
Two ways a snow year goes wrong (1999–2026)
A bad snow year here comes in two flavors (both called snow droughtA winter that shorts the snowpack. It happens two ways: a dry one, where the snow never comes, and a warm one, where near-normal snow falls but melts off weeks early -- and the river feels them differently.), and the river feels them differently. In 8 of the last 28 winters the snow never came — the pack peaked below 80% of its median. In 0 more, the snow came but left early — a near-normal peak melted out two weeks or more ahead of its usual date, sending the water down before the season needed it. This year was one of the dry ones: the pack peaked at 33% of median.
The snow never came: 2002, 2012, 2017, 2018, 2022, 2023, 2025, 2026.
Computed by this site from 3 SNOTEL sites’ full daily records (NRCS AWDB, back to 1999). Each year is measured against each site’s own multi-decade median — not the 1991–2020 normal the chart above uses — so the 1980s grade against a fair baseline. Peak and melt-out need 85% of the season’s days on the record; thin years are dropped, not guessed. Derived from snow measurements alone — it cannot tell dry-from-warm causes apart, only what the snowpack did.
Runoff outlook — Antero Reservoir Inflow
NRCS's final issue (2026-06-01) calls it even odds that at least 5 kAF arrives over 06-01 to 09-30 — 46% of a normal season; almost certainly at least 2, probably not more than 7. New forecasts begin in January. How to read these numbers →
The record-adjusted April benchmark
NRCS’s April issue (2026-04-01) called even odds at 7 kAF over 04-01 to 09-30. Re-anchoring that number on this river’s own history — how its April issues have verified, the winter’s baseflow, and the district’s April 1 snowpack — moves it to 6 kAF.
Computed by this site — not an NRCS number, and shown only because it earned it: replayed over 60 past seasons here (1995–2025), never seeing the year it predicts, the adjustment cut the typical April miss from 33% to 30%. At points where it does not beat NRCS, no adjusted number appears. Coefficients are frozen each August; the model never changes mid-season. Method and honest limits →
| 90% chance of at least | 70% chance of at least | 50% chance of at least | 30% chance of at least | 10% chance of at least | Normal |
|---|---|---|---|---|---|
| 2 | 4 | 5 | 6 | 7 | 11 |
Runoff outlook — Spinney Mountain Reservoir Inflow
NRCS's final issue (2026-06-01) calls it even odds that at least 16 kAF arrives over 06-01 to 09-30 — 37% of a normal season; almost certainly at least 7, probably not more than 22. Our own record at this gage shows 6 kAF so far this period (partial record: 91 of 107 days). New forecasts begin in January. How to read these numbers →
We test a record-based adjustment of the April benchmark at every graded point. Here it did not beat NRCS over 61 replayed seasons (24% typical miss unadjusted vs 28% adjusted), so none is shown — NRCS’s own forecast, unadjusted, is the best April benchmark available for this river. Why we test →
| 90% chance of at least | 70% chance of at least | 50% chance of at least | 30% chance of at least | 10% chance of at least | Normal | Observed |
|---|---|---|---|---|---|---|
| 7 | 12 | 16 | 18 | 22 | 43 | 6* |
How good are these forecasts here? (1994–2025)
Grading every April issue against what the river then delivered, measured at this gage’s own record — 31 seasons: the median miss of the 50% forecast is 22%, with a high bias of 1%, and the observed volume landed inside the stated 10–90% band 74% of the time (a calibrated forecast would say 80%).
Computed by this site: NRCS's archived April issues (their period as issued each year) against the observed volume in DWR’s published record; years with under 90% daily coverage are dropped, not summed. A grade of the forecast, never of the forecasters — these are hard rivers. How this point ranks among every graded Colorado forecast point →
What April snow has meant for this river (1999–2026)
Across 28 measured years, the season’s water has loosely followed the April snowpack: a year opening April with 80% of median snow has typically gone on to deliver about 81% of a normal season (a snow-to-runoff elasticityHow strongly one number moves with another. A snow-to-runoff elasticity of 1.5 means a 10% shortfall in April snowpack has typically become a 15% shortfall in the season's water. of 0.8). This year opened April at 8% of median snow and delivered 51% of a normal season.
Computed by this site: the district’s April 1 SWE (% of each SNOTEL site’s own-record median) against the observed April–July volume at this gage (% of its median season) — a fixed window every year, unlike the forecast grades above, which use each issue’s own period. The slope is fit so single wild years can’t steer it (Theil–Sen, log space); years missing 10% of their days are dropped.
Runoff outlook — Elevenmile Canyon Reservoir Inflow
NRCS's final issue (2026-06-01) calls it even odds that at least 18 kAF arrives over 06-01 to 09-30 — 41% of a normal season; almost certainly at least 8, probably not more than 25. New forecasts begin in January. How to read these numbers →
We test a record-based adjustment of the April benchmark at every graded point. Here it did not beat NRCS over 60 replayed seasons (22% typical miss unadjusted vs 34% adjusted), so none is shown — NRCS’s own forecast, unadjusted, is the best April benchmark available for this river. Why we test →
| 90% chance of at least | 70% chance of at least | 50% chance of at least | 30% chance of at least | 10% chance of at least | Normal |
|---|---|---|---|---|---|
| 8 | 14 | 18 | 21 | 25 | 45 |
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 34th-driest week 36 in 96 years of record at SOUTH PLATTE RIVER NEAR LAKE GEORGE, CO. (as of 2026-08-31; this week’s flow sits at the 35th 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, Park County is 15% in D4 exceptional drought (2026-09-08).
Every year since 1929, week by week
Each thin row is a year at SOUTH PLATTE RIVER NEAR LAKE GEORGE, CO.; 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 36 weeks recorded so far, 2026’s weekly trace most resembles 2023 (mean gap 14.8 percentile points; next closest 2018 (15.6), 1992 (17.7)). 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 Boulder, Park 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 1957 — 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 (754 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 |
|---|---|---|---|---|---|
| the 2002 drought | 2003-07-21 → 2004-02-16 | 30 | 18th (2003-09-22) | 49 weeks | — |
| unnamed dry spell | 1983-04-25 → 1983-11-21 | 30 | 17th (1983-07-11) | 7 weeks | — |
| the 1981 drought | 1981-07-06 → 1981-12-07 | 22 | 25th (1981-08-31) | 35 weeks | — |
| the 1977 drought | 1977-09-12 → 1979-03-12 | 78 | 12th (1978-08-07) | 13 weeks | — |
| unnamed dry spell | 1974-09-16 → 1975-05-26 | 36 | 16th (1974-10-28) | 8 weeks | — |
| unnamed dry spell | 1972-08-28 → 1973-05-14 | 37 | 16th (1972-12-25) | 4 weeks | — |
| unnamed dry spell | 1965-11-29 → 1968-08-12 | 141 | 9th (1967-07-31) | 48 weeks | — |
| the 1963-64 drought | 1962-11-12 → 1963-08-19 | 40 | 18th (1963-02-04) | 1 week | — |
| unnamed dry spell | 1960-08-29 → 1961-10-16 | 59 | 14th (1961-01-30) | 5 weeks | — |
| unnamed dry spell | 1958-10-27 → 1959-12-14 | 59 | 9th (1958-12-22) | 16 weeks | — |
| the 1950s drought | 1956-11-26 → 1957-04-29 | 22 | 25th (1956-12-31) | 55 weeks | — |
| the 1950s drought | 1953-12-14 → 1954-05-03 | 20 | 22nd (1954-02-08) | 7 weeks | — |
| the 1950s drought | 1953-02-23 → 1953-08-03 | 23 | 27th (1953-05-25) | 46 weeks | — |
| the 1950s drought | 1950-09-11 → 1951-04-23 | 32 | 23rd (1950-10-23) | 59 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 1994, federal crop insurance has paid $182,449 in drought-caused claims across Boulder, Park counties — 4.2% of all insured crop losses there. The worst year was 2022 ($70,070).
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.
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 ↗
10 systems touch this district (10 community systems reporting 4,153 people served, a figure that counts a wholesaler's customers twice); none carries an open health-based violation on EPA's record.
| System | Serves | Source | Here |
|---|---|---|---|
| FAIRPLAY TOWN OF | 909 | Groundwater under the influence of surface water | 100% of its area |
| HIGHLAND LAKES WD | 875 | Groundwater under the influence of surface water | 100% of its area |
| DIVIDE WATER PROVIDERS INC | 570 | Groundwater | 13% of its area |
| ALMA TOWN OF | 460 | Surface water | 100% of its area |
| REDHILL FOREST POMWACA | 388 | Groundwater | 100% of its area |
| ARABIAN ACRES MD | 325 | Groundwater | 100% of its area |
| FLORISSANT WSD | 250 | Groundwater under the influence of surface water | 100% of its area |
| WARM SPRINGS OWNERS MUTUAL WA | 250 | Groundwater | 100% of its area |
and 2 more; the full directory filters by district.
Instream-flow rights held by the state
Source Register of another agency · fetched 2026-09-13 · verify at CWCB instream flow program ↗
41 reaches over 313.1 miles and 6 natural lake levels, held by the Colorado Water Conservation Board so that water stays in the stream. Every reach, with its schedule and case →
- Middle Fork South Platte River, 28.8 mi: 8 (10/1 - 4/30), 16 (5/1 - 9/30) cfs (appropriated 1980, 80CW0067) · dossier
- Tarryall Creek, 26.0 mi: 20 (1/1 - 12/31) cfs (appropriated 1977, 77W8730) · dossier
- Tarryall Creek, 21.4 mi: 7 (01/01 - 12/31) cfs (appropriated 1976, 76W8229) · dossier
- Michigan Creek, 19.3 mi: 7 (1/1 - 12/31) cfs (appropriated 1976, 76W8230) · dossier
- Fourmile Creek, 17.1 mi: 8 (1/1 - 12/31) cfs (appropriated 1976, 76W8224) · dossier
- Rule Creek, 14.6 mi: 1 (1/1 - 12/31) cfs (appropriated 1980, 80CW0213) · dossier
and 41 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 ↗
Rights on file: 0 across 0 structure(s); 65 structure(s) carry 181 court-case references. Advisory reading aids on public DWR data — not administrative or legal conclusions.
Is the river getting harder to divert from?
Over 1951–2025, administration on this district has been tightening: 2 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 (75 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 | 309 | 220 | 1873-06-30 |
| 2015 | 329 | 144 | 1870-06-01 |
| 2016 | 366 | 168 | 1875-06-30 |
| 2017 | 365 | 246 | 1881-02-01 |
| 2018 | 365 | 254 | 1876-05-10 |
| 2019 | 365 | 273 | 1881-02-01 |
| 2020 | 366 | 191 | 1869-04-01 |
| 2021 | 365 | 172 | 1867-04-15 |
| 2022 | 365 | 225 | 1867-04-15 |
| 2023 | 333 | 219 | 1869-04-01 |
| 2024 | 366 | 190 | 1881-02-01 |
| 2025 | 365 | 316 | 1881-02-01 |
Recent inventory & legal-document changes
- 2026-09-11 — call set: B H EATON DITCH (39462)
- 2026-09-11 — call released: 39455
- 2026-09-11 — call set: B H EATON DITCH (39455)
- 2026-09-11 — call set: BONUS DITCH (39461)
- 2026-09-11 — call released: 39201
- 2026-09-11 — call released: 39439
- 2026-09-09 — call set: COFFIN DAVIS DRY CREEK DIVERSION (39447)
- 2026-09-09 — call set: LAKE DITCH (39446)
Water-court filings this month (division-wide)
16 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 (15 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 16 filings, with excerpts
| Case | What it asks | County | Excerpt |
|---|---|---|---|
2026CW3054
|
new underground right | — | CASE NUMBER 2026CW3054 BRIAN ROBERT WEISSEG LIVING TRUST DATED MAY 15, 2011, AMANDA VINTON WEISSEG LIVING TRUST DATED DECEMBER 10, 2014 , c/o Brian Robert Weisseg and Amanda Vinton Weisseg, c/o John P. Justus, CURTIS, JUSTUS, & ZAHEDI, LLC, 1333 W. 120th Ave.,… |
2026CW3062
|
— | — | CASE NUMBER 2026CW3062 PRI #2, LLC (“Applicant”), 2138 Flying Horse Club Drive, Colorado Springs, Colorado 80921. Please forward all correspondence or inquiries regarding this matter to Attorneys for Applicant: Alan G. Hill; Ashley Pollock Zahedi; Nicoli R. Bo… |
2026CW3106
|
— | — | CASE NUMBER 2026CW3106 STANLEY E. KELLOGG, PO Box 1935 Grand Lake, CO 80447. Direct all pleadings and correspondence to Chris D. Cummins and Sedona E. Chavez, Monson, Cummins, Shohet & Farr, LLC, 13511 Northgate Estates Dr., Ste. 250, Colorado Springs, CO 8092… |
2026CW3107
|
— | — | CASE NUMBER 2026CW3107 Colorado Division of Parks and Wildlife - Order for Change of Venue to WD2.… |
2026CW3108
0107223 0107980 0107981 |
reasonable diligence, make absolute | — | CASE NUMBER 2026CW3108 WEITZEL LAND LLC , 28271 Road L, Brush, Colorado 80723, Lawrence Custer Grasmick Jones & Donovan LLP Attorneys for Applicant, Weitzel Land LLC Ryan M. Donovan, #44435 Regan M. O’Donnell, #62937 APPLICATION TO MAKE CONDITIONAL WATER RIGHT… |
2026CW3109
|
change of water right | — | CASE NUMBER 2026CW3109 ROBERT AND ALLISON JOHNSON, 1100 Shoreline Dr, Windsor, CO 80550, 970-581-2994. Please send all further pleadings to: Daniel K. Brown, Esq. and Whitney Phillips, Esq. Fischer, Brown, Bartlett, Larsen & Irby, P.C., 1319 E. Prospect Road, … |
2026CW3110
|
reasonable diligence | — | CASE NUMBER 20 26CW3110 (Case No. 19CW3038, 09CW279) THE CITY OF AURORA , COLORADO, a municipal corporation of the Counties of Adams, Arapahoe and Douglas acting by and through its Utility Enterprise (“Aurora" or "Applicant"). APPLICATION FOR A FINDING OF REAS… |
2026CW3111
|
— | IN WELD | CASE NUMBER 2026CW3111 CONCERNING THE APPLICATION FOR WATER RIGHTS OF THE COLORADO DIVISION OF PARKS AND WILDLIFE AND THE PARKS AND WILDLIFE COMMISSION, IN WELD COUNTY ; Colorado Division of Parks and Wildlife and the Parks and Wildlife Commission (“CPW”), 606… |
2026CW3112
0904297 |
reasonable diligence | ASONABLE DILIGENCE IN JEFFERSON | CASE NUMBER 2026CW3112 (2019CW3233, 2013CW3067, 2002CW138) APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN JEFFERSON COUNTY. RED ROCKS COUNTRY CLUB c/o Richard J. Mehren, Cameron J. Abatti, Moses, Wittemyer, Harrison and Woodruff, P.C., 2595 Canyon Boulevar… |
2026CW3113
|
change of water right | ATE POINT OF DIVERSION IN WELD | CASE NUMBER 20 26CW3113 APPLICATION FOR CHANGE OF WATER RIGHT TO ADD ALTERNATE POINT OF DIVERSION IN WELD COUNTY. 1. Name and Address of Applicant . GWIP, LLC, 252 Clayton Street, Fourth Floor, Denver, Colorado 80206. Copies of all pleadings and other correspo… |
2026CW3114
|
reasonable diligence | THE | CASE NUMBER 2026CW3114 CONCERNING THE APPLICATION FOR WATER RIGHTS OF THE COUNTY OF BOULDER (SUCCESSOR TO CEMEX, INC.) APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN BOULDER COUNTY . Attorneys for applicant: Andrea L. Benson, Esq., Reg. No. 33176, Gilbert … |
2026CW3115
|
plan for augmentation, new underground right | — | CASE NUMBER 2026CW3115 DORADO AND RAMIRO ROSALES , 14551 Imboden Rd, Hudson, CO 80642. James J Petrock, John D Buchanan, Hayes Poznanovic Korver LLC, 700 17 th Street, Suite 1800, Denver, CO 80202. APPLICATION FOR UNDERGROUND WATER RIGHTS FROM NONTRIBUTARY AND… |
2026CW3116
|
new underground right | — | CASE NUMBER 2026CW3116 ROBERT D HOFFMANN AND AMY LEE HOFFMANN , 4962 N State Highway 67, Sedalia, CO, 80135. Philip E. Lopez, Eric K. Trout, Fairfield and Woods, P.C., 1801 California Street, Suite 2600, Denver, CO, 80202. APPLICATION FOR UNDERGROUND WATER RIG… |
2026CW3117
|
reasonable diligence | — | CASE NUMBER 20 26CW3117 LOWER POUDRE AUGMENTATION COMPANY, THE NEW CACHE LA POUDRE IRRIGATING COMPANY, AND THE CACHE LA POUDRE RESERVOIR COMPANY, 33040 Railroad Avenue, P.O. Box 104. Lucerne, CO 80646, (970) 352-0222. Please send all further pleadings to: Bren… |
2026CW3118
|
— | DOUGLAS | CASE NUMBER 2026CW3118 ROBERT H BASTIAANS AND JANICE A YUVAN, 10440 Meadow Run, Parker, CO, 80134. Philip E. Lopez, Eric K. Trout, Fairfield and Woods, P.C., 1801 California Street, Suite 2600, Denver, CO, 80202. APPLICATION FOR AMENDMENT OF A PRIOR DECREE IN … |
2026CW8
|
new storage right | RIGHT IN CLEAR CREEK | CASE NUMBER 2026CW8 JONELLE AND JOHN PAUL HADDAD, P.O. Box 139, Dumont, CO 80436. 720 -951-1183. APPLICATION FOR ABSOLUTE/CONDITIONAL WATER STORAGE RIGHT IN CLEAR CREEK COUNTY. Date of original decree: 07-30-20 in case 20CW7, WD1. Haddad Pond fka Duke Pond loc… |
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 |
|---|---|---|---|---|---|
| BRANNAN SAND & GRAVEL COMPANY | 37-90-137(11) GRAVEL PIT PLAN | Approved | — | 2302537 | 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 2026-09-15 · verify at USGS current conditions ↗
No USGS continuous water-quality sensor reports from inside this district. Statewide sensors →
Where water has been sampled
Source Register of another agency · fetched 2026-09-09 · verify at Water Quality Portal ↗
The portal lists 1,047 sampling stations in this district's watershed (South Platte Headwaters 10190001), of which 31 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) (26), Colorado River Watch (4), EPA National Aquatic Resources Survey (NARS) (1). Most-sampled groups: Inorganics, Minor, Metals, Physical, Nutrient, Inorganics, Major, Metals. 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 ↗
10 community systems touch this district. None carries an open health-based violation on EPA's record. EPA sampled 0 of them for PFAS in 2023–25.
| System | Serves | EPA record | PFAS (UCMR 5) | Lead, latest 90th pct |
|---|---|---|---|---|
| FAIRPLAY TOWN OF | 909 | 2 of 12 quarters with a violation | not sampled | 0.001 mg/L |
| HIGHLAND LAKES WD | 875 | 12 of 12 quarters with a violation | not sampled | 0.003 mg/L |
| DIVIDE WATER PROVIDERS INC | 570 | 1 of 12 quarters with a violation | not sampled | 0.0005 mg/L |
| ALMA TOWN OF | 460 | 1 of 12 quarters with a violation | not sampled | 0.002 mg/L |
| REDHILL FOREST POMWACA | 388 | clean, last 12 quarters | not sampled | 0.0 mg/L |
| ARABIAN ACRES MD | 325 | 12 of 12 quarters with a violation | not sampled | 0.0 mg/L |
| WARM SPRINGS OWNERS MUTUAL WA | 250 | 2 of 12 quarters with a violation | not sampled | 0.0095 mg/L |
| FLORISSANT WSD | 250 | 11 of 12 quarters with a violation | not sampled | 0.0042 mg/L |
| FOREST GLEN SPORTS ASSOC INC | 76 | 12 of 12 quarters with a violation | not sampled | 0.001 mg/L |
| SHAWNEE WCA | 50 | 1 of 12 quarters with a violation | not sampled | 0.0 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.
| Gage ⇅ | Station ⇅ | Avg cfs Aug 31–Sep 06 ⇅ |
% Hist Median ⇅ | Rank ⇅ | Δ1wk ⇅ | Δ4wk ⇅ | Yrs ⇅ | Status ⇅ |
|---|---|---|---|---|---|---|---|---|
| RCKTARCO | ROCK CREEK ABOVE CONFLUENCE WITH TARRYALL CREEK | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| SCHFLMCO | SCHATTINGER FLUME ABOVE CONFLUENCE WITH MICHIGAN CREEK | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| FRNCRKCO | FRENCH CREEK ABOVE CONFLUENCE WITH MICHIGAN CREEK | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| FOUHIGCO | FOUR MILE AT HIGH CREEK | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| DIXCOMCO | DIXON FLUME ON HOLLTHUSEN GULCH | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| TROGARCO | TROUT CREEK NEAR GARO | 0.3 | 20% | 0 | -0 | +0 | 14.2 | STALE |
| JEFJEFCO | JEFFERSON CREEK NEAR JEFFERSON | 1.4 | 15% | 0 | +0 | -1 | 26.1 | SHORT_RECORD |
| TARCOMCO | TARRYALL CREEK AT US 285 NEAR COMO | 4.6 | 49% | 0 | -0 | -0 | 16.8 | SHORT_RECORD |
| TARBORCO | TARRYALL CREEK AT BORDEN DITCH | 6.1 | 23% | 0 | -1 | -1 | 16.2 | SHORT_RECORD |
| JEFSNYCO | JEFFERSON CREEK BELOW SYNDER CREEK | 0.7 | 7% | 0 | -0 | -1 | 13.4 | SHORT_RECORD |
| FOUHARCO | FOUR MILE CREEK NEAR HARTSEL | 2.4 | 43% | 0 | -0 | +0 | 12.6 | SHORT_RECORD |
| MFKSTMCO | MIDDLE FORK SOUTH PLATTE AT SANTA MARIA | 3.7 | 9% | 0 | -0 | -1 | 18.1 | SHORT_RECORD |
| OHGJEFCO | OHLER GULCH NEAR JEFFERSON | 0.0 | 0% | 0 | +0 | +0 | 15.7 | SHORT_RECORD |
| MFKPRICO | MIDDLE FORK SOUTH PLATTE AT PRINCE | 4.3 | 10% | 0 | -3 | -1 | 17.4 | SHORT_RECORD |
| SFKANTCO | SOUTH FORK OF SOUTH PLATTE ABOVE ANTERO | 1.9 | 12% | 0 | +0 | -2 | 17.8 | SHORT_RECORD |
| TARTARCO | TARRYALL CREEK BELOW TARRYALL RESERVOIR | 7.9 | 30% | 0 | -1 | +4 | 17.8 | SHORT_RECORD |
| TARUPPCO | TARRYALL CREEK AT UPPER STATION NEAR COMO, CO | 4.9 | 49% | 0 | -0 | -1 | 15.5 | SHORT_RECORD |
| LONMINCO | LONDON MINE | 2.1 | 78% | 0 | -0 | +0 | 7.6 | SHORT_RECORD |
| FOUBERCO | FOUR MILE CREEK AT BEERY DITCH | 0.0 | 0% | 0 | +0 | +0 | 2.8 | SHORT_RECORD |
| JEFBELCO | JEFFERSON CREEK BELOW JEFFERSON LAKE NEAR JEFFERSON, CO | 0.7 | 56% | 0 | -0 | -1 | 6.2 | SHORT_RECORD |
| HOCMINCO | HOCK HOCKING MINE PORTAL | 0.5 | 58% | 0 | -0 | -0 | 5.9 | SHORT_RECORD |
| MCHJEFCO | MICHIGAN CREEK ABOVE JEFFERSON, CO. | 4.4 | 59% | 0 | -1 | +0 | 26.1 | SHORT_RECORD |
| MFKBLMCO | MIDDLE FORK SOUTH PLATTE BELOW MONTGOMERY RESERVOIR NEAR ALMA | 4.0 | 58% | 1 | -1 | -2 | 25.2 | SHORT_RECORD |
| MFKABMCO | MIDDLE FORK SOUTH PLATTE ABOVE MONTGOMERY RESERVOIR NEAR ALMA | 3.3 | 58% | 3 | -0 | -2 | 26.1 | SHORT_RECORD |
| SPRBRNCO | SPRING BRANCH ABOVE CONFLUENCE WITH MIDDLE FORK SOUTH PLATTE RIVER | 1.6 | 65% | 12 | -0 | +0 | 17.3 | SHORT_RECORD |
| PLAANTCO | SOUTH PLATTE RIVER BELOW ANTERO RESERVOIR | 1.6 | 21% | 0 | -0 | -0 | 50.9 | OK |
| PLASPICO | SOUTH PLATTE RIVER ABOVE SPINNEY RESERVOIR | 3.2 | 6% | 0 | +0 | -0 | 42.6 | OK |
| HSPTUNCO | HOOSIER PASS TUNNEL AT MONTGOMERY RESERVOIR NEAR ALMA | 0.1 | 3% | 26 | -0 | -0 | 68.5 | OK |
| PLAHARCO | SOUTH PLATTE RIVER ABOVE ELEVENMILE RESERVOIR | 63.6 | 64% | 32 | -0 | -31 | 87.3 | OK |
| PLAGEOCO | SOUTH PLATTE RIVER NEAR LAKE GEORGE, CO. | 68.8 | 73% | 36 | +0 | -27 | 96.9 | OK |
Call details in gantt above
27 alert(s) · 13 warning(s) · 22 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.
Show 22 more alert flags
Show 8 more warning flags
Show 17 more info flags
Snowpack — no snow on the ground at 3 SNOTEL sites — normal for the date; the snow year begins in October and typically peaks around May 2. Runoff outlook — Antero Reservoir Inflow: even odds of at least 5 kAF over 06-01 to 09-30 — 46% of a normal season, per NRCS, issued 2026-06-01 — the season’s final; new forecasts begin in January. Runoff outlook — Spinney Mountain Reservoir Inflow: even odds of at least 16 kAF over 06-01 to 09-30 — 37% of a normal season, per NRCS, issued 2026-06-01 — the season’s final; new forecasts begin in January. Runoff outlook — Elevenmile Canyon Reservoir Inflow: even odds of at least 18 kAF over 06-01 to 09-30 — 41% of a normal season, per NRCS, issued 2026-06-01 — the season’s final; new forecasts begin in January. Full snow & runoff picture — charts, forecast history and how the forecasts have verified →
Sites, exceedance bands and sources
| SNOTEL site | Elev (ft) | SWE (in) | Median (in) | % of median | Typical peak |
|---|---|---|---|---|---|
| Buckskin Joe | 11160 | 0.0 | 0.0 | — | May 2 (12.6 in) |
| Michigan Creek | 10700 | 0.0 | 0.0 | — | April 26 (13.2 in) |
| Rough And Tumble | 10420 | 0.0 | 0.0 | — | April 24 (8.3 in) |
Antero Reservoir Inflow — 06-01 to 09-30 volume, thousand acre-feet (chance the volume is AT LEAST this):
| 90% | 70% | 50% | 30% | 10% | Normal |
|---|---|---|---|---|---|
| 2 | 4 | 5 | 6 | 7 | 11 |
Spinney Mountain Reservoir Inflow — 06-01 to 09-30 volume, thousand acre-feet (chance the volume is AT LEAST this):
| 90% | 70% | 50% | 30% | 10% | Normal |
|---|---|---|---|---|---|
| 7 | 12 | 16 | 18 | 22 | 43 |
Elevenmile Canyon Reservoir Inflow — 06-01 to 09-30 volume, thousand acre-feet (chance the volume is AT LEAST this):
| 90% | 70% | 50% | 30% | 10% | Normal |
|---|---|---|---|---|---|
| 8 | 14 | 18 | 21 | 25 | 45 |
Snow-water equivalent and medians (1991–2020) from NRCS SNOTEL; seasonal volume forecasts from the NRCS National Water and Climate Center. Sites and forecast points are assigned to the district whose boundary contains them — snowpack that feeds this district can also sit in a neighboring headwater district. Toggle the Snow chip on the map above to see the sites.