Clear Creek on the ground — the ditches, wells, reservoirs and gages of Water District 7 · clicktap anything for its record
Snowpack — no snow on the ground at 1 SNOTEL site — normal for the date; the snow year begins in October and typically peaks around May 2. Runoff outlook — Clear Ck at Golden: even odds of at least 52 kAF over 06-01 to 09-30 — 52% 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 |
|---|---|---|---|---|---|
| Loveland Basin | 11410 | 0.0 | 0.0 | — | May 2 (24.4 in) |
Clear Ck at Golden — 06-01 to 09-30 volume, thousand acre-feet (chance the volume is AT LEAST this):
| 90% | 70% | 50% | 30% | 10% | Normal |
|---|---|---|---|---|---|
| 42 | 48 | 52 | 56 | 63 | 100 |
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.
Topology cross-check: 2 parent disagreements, 10 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 11 streams, 9 agree. Know this water? Tell us →
| Stream | This site routes it to | DWR routes it to |
|---|---|---|
| South Fork Ralston Creek | the mainstem | Ralston Creek |
| Coal Creek | the mainstem | Boulder Creek |
Sizable streams DWR maps here that this network does not carry:
Beaver Brook (11 mi) · Lena Gulch (10 mi) · Tucker Gulch (9 mi) · Little Dry Creek (9 mi) · Mill Creek (9 mi) · Guy Gulch (8 mi) · Elk Creek (6 mi) · Soda Creek (5 mi)
Schematic
Historical
Evolution of the network
Trends
This year, in context
In the weeks around 2026-08-09 (the newest reading on file), flows at the 86 ranked gages are running at a median 55% of their own long-term norm for this window — 65 below a typical year, 21 at or above. Driest relative to its record: CHURCH DITCH TO CLEAR CREEK (BLACK HAWK AUG RETURN), ranking 1st lowest of 11 years.
How this comparison is made
Each gage's mean flow over the 3 days either side of 2026-08-09, 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 2026-08-30 19:02 from 120 gage(s) with cached period-of-record data. The series is each gage's annual mean flow in cfs (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 120 gages with enough record, 7 are trending down and 2 up, and 3 carry a detected shift. The clearest is Straight Cr. Tunnel at East Portal of Eisenhower, its annual mean flow changing -0.08 cfs per decade over 31 years (p<0.0001). The other 110 show no clear signal either way. 1 transbasin gage meters imported or exported water — marked ⇆ below and kept out of these counts, because that flow is an operator's decision, not the basin's hydrology (all transbasin diversions).
What drought has cost here
Since 1991, federal crop insurance has paid $76,153,742 in drought-caused claims across Adams, Broomfield, Clear Creek, Denver, Gilpin, Grand, Jefferson, Summit counties — 51.9% of all insured crop losses there. The worst year was 2022 ($17,283,650).
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.
| Gage | Trend | Change / decade cfs · % of median annual flow | Significance | Years | Changepoint |
|---|---|---|---|---|---|
|
▸
Straight Cr. Tunnel at East Portal of Eisenhower STCTUNCO |
↓ decreasing | -0.08 cfs | p<0.001 | 31 | ~2006 |
|
▸
⚠️
Guanella Reservoir (Outflow) GUAOUTCO |
↑ increasing | +2.61 cfs +64.5% | p<0.001 | 20 | ~2014 |
|
▸
⚠️
Guanella Reservoir Inflow GUAINFCO |
↑ increasing | +2.05 cfs +67.2% | p=0.001 | 19 | ~2014 |
|
▸
Fisher Ditch Delivery to Cherokee Power Plant FISCOPCO |
↓ decreasing | -3.95 cfs -150.8% | p=0.002 | 13 | — |
|
▸
Clear Creek near Golden CLENEGCO |
↓ decreasing | -11.63 cfs -5.3% | p=0.004 | 68 | — |
|
▸
West Fork Clear Creek above Mouth near Empire WFCEMPCO |
↓ decreasing | -10.54 cfs -16.5% | p=0.007 | 31 | — |
|
▸
Jones Pass Delivery to West Fork of Clear Creek GUMCLRCO |
↓ decreasing | -0.18 cfs | p=0.026 | 20 | — |
|
▸
Clear Creek above West Fork Clear Creek near Empire CLEWFOCO |
↓ decreasing
extended
71 yr: no trend
|
-11.06 cfs -14.5% | p=0.031 | 28 | — |
|
▸
North Clear Creek above Mouth near Black Hawk NCCBLACO |
↓ decreasing | -2.87 cfs -21.1% | p=0.032 | 31 | — |
|
▸
⇆
Vidler Tunnel near Argentine Pass VIDTUNCO |
no clear trend | +0.04 cfs +7.1% | p=0.508 | 55 | ~1978 |
⚠️ 2 gages flagged: their records may have quietly shifted against their neighbours, so treat their trends with caution.
How drift is detected
Every gage's annual flows are compared against each neighbour's as a double-mass curve (Searcy & Hardison, USGS WSP 1541-B); a Pettitt step test looks for a break in the ratio. A gage is flagged only when the breaks AGREE across its references, and a break against an already-suspect gage is never counted against a healthy one. A double-mass break means the ratio between two gages changed, not that either gage is faulty: a new diversion, a reservoir, or an import changes that ratio exactly as a rating shift does. Screening aid for expert review, never a measurement verdict.
110 other gage(s) show no significant trend or changepoint (not shown).
1 of those show a significant trend once extended backwards from a retired neighbour's record: Clear Creek at Golden (115 yr, decreasing). Those are reconstructions, not measurements — each gage's page shows both.
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. 102 gage(s) and 139 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1981. 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) |
|---|---|---|
| 1890s | 1 | 0 |
| 1900s | 1 | 0 |
| 1910s | 1 | 0 |
| 1920s | 1 | 0 |
| 1930s | 4 | 0 |
| 1940s | 5 | 0 |
| 1950s | 6 | 20 |
| 1960s | 5 | 19 |
| 1970s | 7 | 30 |
| 1980s | 6 | 72 |
| 1990s | 12 | 62 |
| 2000s | 14 | 62 |
| 2010s | 36 | 86 |
| 2020s | 98 | 137 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 45% of 226 schematic-relevant structures. 10 year(s) clear the 30% coverage gate so far (2016–2025) -- 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 (1950–2026)
Mass-balance kinks computed for every summer month back to 1950 (1011 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.
- CLEAR CREEK NEAR GOLDEN, CO.: reach shifted from +78 cfs to +157 cfs summer mean (more gaining, p=0.030, 30 yr) [mountain crystalline canyon: minimal groundwater storage -- large or shifting unaccounted losses here are more consistent with data/measurement issues or unmodeled plumbing than with aquifer exchange]
- CLEAR CREEK AT GOLDEN, CO: reach shifted from +92 cfs to +32 cfs summer mean (more losing, p=0.035, 52 yr) [sedimentary plains/foothills: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records]
Groundwater now has its own tab: 510 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 151 reservoir(s), end-of-year storage back to 1920, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 52-year window with full coverage (1975–2026), the dominant shared pattern across 3 gage(s) explains 87% 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 2026-08-09)
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.
- CLEAR LAKE RES (diversion): +12.0 cfs (100% of that reach's correction)
- SEA OF TRANQUILLITY RES (diversion): -10.0 cfs (50% of that reach's correction)
- DORY LAKE INLET DITCH (diversion): -10.0 cfs (50% of that reach's correction)
- GOLDEN CITY WATER WORKS RESERVOIR (diversion): -0.9 cfs (4% of that reach's correction)
- AGRICULTURAL DITCH (diversion): -0.9 cfs (4% of that reach's correction)
- COORS INDUSTRIAL DITCH (diversion): -0.9 cfs (4% of that reach's correction)
- COORS COOLING WATER RT BELOW INLET (return): -0.9 cfs (4% of that reach's correction)
- FARMERS HIGHLINE CANAL (diversion): -0.9 cfs (4% of that reach's correction)
- FARMERS HIGHLINE RT TO CLEAR CR (return): -0.9 cfs (4% of that reach's correction)
- COORS HOT W 2 COOLING WTR RT (diversion): -0.9 cfs (4% of that reach's correction)
Data provenance & quality
Where these numbers come from and how far they can be trusted. Grade B (4/6 points) — the components below are the finding; the letter alone is not. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (imported 2026-08-19) for history, plus the CDSS REST API for current conditions.
| Check | State | What was measured |
|---|---|---|
| gage freshness | stale | newest gage reading is 21 day(s) old (target 7) |
| diversion record | expected-lag | newest diversion record is 304 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | partial | 45% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 580,149 stored values re-checked against DWR's authoritative record (HydroBase_CO_20260707), over 25 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: WARN — 93.27% day-level agreement with USGS's own published records for the same gages, across 20 co-listed station(s) and 155,784 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.
120 gage(s) / 546,515 daily values (1899-04-01–2026-08-09); 266 structure(s) with diversion records; 1815 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
4,042 water-level measurements across 510 monitored well(s) — 276 alluvial, 96 bedrock — plus 6 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 6 well(s) with enough record for a trend test: 1 declining, 3 rising.
| Fastest-declining wells | Setting | ft / decade | Span | p |
|---|---|---|---|---|
| ▸ DB-200 PV-KLF | bedrock | -7.48 | 45 yr | 0.0009 |
Stream corridors — the surface connection
Where a reach's gain or loss has shifted, the wells within two miles of its anchoring gage and what their water table did over the same era.
How the corridor is assembled
For each reach whose gain/loss has shifted (Trends tab): the wells within 2 miles of its anchoring gage, their pooled water-table history over the same era, and an advisory Glover screen of lagged stream depletion from nearby metered pumping. v1 proximity = distance to the reach's anchoring gage; segment-based reach join is a flagged upgrade.
CLEAR CREEK NEAR GOLDEN, CO.: 4 alluvial well(s) nearby. Glover screen: 3.1 cfs of nearby metered alluvial pumping → est. lagged depletion 1.9–2.9 cfs (uncalibrated T/S ranges; flagged for SPDSS calibration, AWAS cross-check, and expert review — DWR's AWAS is the authority).
CLEAR CREEK AT GOLDEN, CO: 4 alluvial well(s) nearby. Glover screen: 3.1 cfs of nearby metered alluvial pumping → est. lagged depletion 2.5–3.0 cfs (uncalibrated T/S ranges; flagged for SPDSS calibration, AWAS cross-check, and expert review — DWR's AWAS is the authority).
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.
Reservoirs
151 reservoir(s) with 33,869 storage measurement(s), 1920–2025. Basin storage as of 2024-10-31 (the record's own end — reservoir records publish ~annually): 30,687 AF across 39 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) | |
|---|---|---|---|---|---|
| ▸ 0703903 | 35,554 | 1993-10-01 | — | — | dossier → |
| ▸ RALSTON RES (0703324) | 9,126 | 2024-10-31 | — | — | dossier → |
| ▸ 0703018 | 6,512 | 2012-10-31 | — | — | dossier → |
| ▸ BLUNN RES (0703308) | 4,752 | 2024-10-31 | — | — | dossier → |
| ▸ COORS B4 (0703407) | 4,000 | 2024-10-31 | — | — | dossier → |
| ▸ 0704357 | 3,000 | 1965-11-01 | — | — | dossier → |
| ▸ 0704403 | 3,000 | 1963-11-01 | — | — | dossier → |
| ▸ COORS B3(THUET MAUZ RES) (0703406) | 2,764 | 2024-10-31 | — | — | dossier → |
Snow and runoff
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 |
|---|---|---|---|---|---|
| Loveland Basin | 11410 | 0.0 | 0.0 | — | May 2 (24.4 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 (1993–2026)
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 5 of the last 34 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 59% of median.
The snow never came: 2002, 2004, 2012, 2021, 2026.
Computed by this site from 1 SNOTEL site’ full daily records (NRCS AWDB, back to 1993). 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 — Clear Ck at Golden
NRCS's final issue (2026-06-01) calls it even odds that at least 52 kAF arrives over 06-01 to 09-30 — 52% of a normal season; almost certainly at least 42, probably not more than 63. Our own record at this gage shows 19 kAF so far this period (partial record: 70 of 92 days). New forecasts begin in January. How to read these numbers →
| 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 |
|---|---|---|---|---|---|---|
| 42 | 48 | 52 | 56 | 63 | 100 | 19* |
How good are these forecasts here? (1975–2025)
Grading every April issue against what the river then delivered, measured at this gage’s own record — 50 seasons: the median miss of the 50% forecast is 17%, with a high bias of 8%, and the observed volume landed inside the stated 10–90% band 78% 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 (1993–2026)
Across 34 measured years, the season’s water has closely followed the April snowpack: a year opening April with 80% of median snow has typically gone on to deliver about 71% 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 1.3). This year opened April at 60% of median snow and delivered 33% 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.
Legal
Decreed rights on this network run from 1859-12-31 to 2023-07-05. Of the 20 structures with a yield estimate, the median one’s senior right was in priority 100% of a median irrigation season and 87% in a dry one. 23 abandonment screens and 30 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: 3627 across 1815 structure(s); 153 structure(s) carry 955 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 call, calls set, seniority 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 | 162 | 1870-06-01 |
| 2016 | 366 | 199 | 1869-06-01 |
| 2017 | 355 | 279 | 1869-06-01 |
| 2018 | 365 | 306 | 1869-06-01 |
| 2019 | 365 | 321 | 1869-06-01 |
| 2020 | 366 | 230 | 1867-04-15 |
| 2021 | 365 | 236 | 1867-04-15 |
| 2022 | 365 | 279 | 1862-06-06 |
| 2023 | 365 | 289 | 1869-06-01 |
| 2024 | 366 | 234 | 1869-06-01 |
| 2025 | 365 | 373 | 1869-04-01 |
What the water is for — decade by decade
Of the water this district's structures diverted, the share whose decree includes municipal supply moved from 98% in the 1980s to 98% in the 2020s.
The decades, and how the attribution works
Every structure's recorded diversions, attributed to what its water was decreed FOR in that year. Colorado decrees are usually multi-use (“IRR MUN COM IND…”), so these are shares of water whose decree includes a use — non-exclusive, and they do not sum to 100%. A right that adds municipal use in 1988 counts toward it only after. Decades before this basin's modern reporting era are flagged: their records are thinner, not their rivers drier. Shares of recorded diverted volume, not of water rights or of acreage. A structure's water is attributed only to uses decreed by that year, so a later municipal decree cannot reach back and recolour earlier diversions. Families overlap -- a ditch decreed for irrigation and municipal supply counts in both -- so shares can sum past 100%. Volume the record cannot attribute is reported separately, never distributed.
| Decade | Recorded AF | Structures | Includes municipal | Unattributed |
|---|---|---|---|---|
| 1950s † | 1,280,375 | 29 | 95% | 7% |
| 1960s † | 1,266,620 | 23 | 100% | 11% |
| 1970s † | 1,605,009 | 66 | 98% | 14% |
| 1980s | 2,001,871 | 84 | 98% | 14% |
| 1990s | 2,020,227 | 58 | 100% | 14% |
| 2000s | 1,694,114 | 64 | 100% | 9% |
| 2010s | 2,374,510 | 153 | 98% | 34% |
| 2020s | 1,728,255 | 141 | 98% | 27% |
Why diversions stopped — call-based explanations
Sustained diversion stops matched to senior administrative calls. Self-check: 84% of the 19 explanations coverable by DWR's own out-of-priority analysis agree with it (6 outside its scope).
- COLO AGRICULTURAL D (0700549) DWR↗ stopped 2025-10-04 (27+ days) — call at CLEAR CR PLATTE RIVER D curtailing 100% of its decreed rate [heuristic-partial, district-confirmed]
- CROKE CANAL (0700553) DWR↗ stopped 2025-08-07 (11+ days) — call at CLEAR CR PLATTE RIVER D curtailing 100% of its decreed rate [heuristic-partial, district-confirmed]
- CHURCH DITCH (0700540) DWR↗ stopped 2025-08-06 (86+ days) — call at CLEAR CR PLATTE RIVER D curtailing 100% of its decreed rate [heuristic-partial, district-confirmed]
- GREEN LAKE DITCH (0700582) DWR↗ stopped 2025-08-03 (89+ days) — call at CLEAR CR PLATTE RIVER D curtailing 100% of its decreed rate [heuristic-strong, district-confirmed]
- MANHART DITCH (0700614) DWR↗ stopped 2025-06-23 (8+ days) — call at BLUNN RES curtailing 93% of its decreed rate [heuristic-partial, district-confirmed]
- CROKE CANAL (0700553) DWR↗ stopped 2025-06-14 (10+ days) — call at BLUNN RES curtailing 100% of its decreed rate [heuristic-partial, district-confirmed]
- CROKE CANAL (0700553) DWR↗ stopped 2025-04-07 (29+ days) — call at WANNAMAKER DITCH curtailing 100% of its decreed rate [heuristic-partial, district-confirmed]
- AGRICULTURAL DITCH (0700502) DWR↗ stopped 2024-11-01 (155+ days) — call at TUCKER RES curtailing 98% of its decreed rate [heuristic-partial, district-confirmed]
- FARMERS HIGHLINE CANAL (0700569) DWR↗ stopped 2024-11-01 (150+ days) — call at TUCKER RES curtailing 99% of its decreed rate [heuristic-partial, district-confirmed]
- FISHER DITCH (0700570) DWR↗ stopped 2024-11-01 (171+ days) — call at TUCKER RES curtailing 60% of its decreed rate [heuristic-partial, district-confirmed]
- CLEAR CR PLATTE RIVER D (0700547) DWR↗ stopped 2024-10-31 (151+ days) — call at TUCKER RES curtailing 63% of its decreed rate [heuristic-partial, district-confirmed]
- CHURCH DITCH (0700540) DWR↗ stopped 2024-10-04 (220+ days) — call at B H EATON DITCH curtailing 100% of its decreed rate [heuristic-partial]
DWR out-of-priority analysis (scoped structures)
| Structure | Right (admin no) | Mean % out of priority | Days curtailed | Span |
|---|---|---|---|---|
| HAINES PIQUETTE DITCH (0700586) DWR↗ | 52466.00000 | 88.6% | 89.1% | 2021-01-01 – 2025-12-31 |
| LONG LAKE DITCH (0700711) DWR↗ | 21706.00000 | 82.2% | 82.6% | 2021-01-01 – 2025-12-31 |
| AGRICULTURAL DITCH (0700502) DWR↗ | 60996.38628 | 79.2% | 79.4% | 2021-01-01 – 2025-12-31 |
| LINDSTROM NO 2 DITCH (0700606) DWR↗ | 57023.00000 | 79.2% | 79.4% | 2021-01-01 – 2025-12-31 |
| FARMERS HIGHLINE CANAL (0700569) DWR↗ | 60996.00000 | 78.9% | 79.0% | 2021-01-01 – 2025-12-31 |
| CHURCH DITCH (0700540) DWR↗ | 55149.00000 | 78.8% | 79.1% | 2021-01-01 – 2025-12-31 |
| LONG LAKE DITCH (0700711) DWR↗ | 8550.00000 | 78.8% | 79.2% | 2021-01-01 – 2025-12-31 |
| COORS INDUSTRIAL DITCH (0700725) DWR↗ | 54421.51395 | 78.8% | 79.1% | 2021-01-01 – 2025-12-31 |
| GOLDEN CITY WATER WORKS PIPELINE (0700575) DWR↗ | 53325.50130 | 78.7% | 79.0% | 2021-01-01 – 2025-12-31 |
| WELCH DITCH (0700699) DWR↗ | 51696.00000 | 78.6% | 78.9% | 2021-01-01 – 2025-12-31 |
| LOWER LOVELAND SNOWMAKING & DOMESTIC DIVERSION (0700874) DWR↗ | 50768.00000 | 78.6% | 78.9% | 2021-01-01 – 2025-12-31 |
| LEE STEWART ESKINS DITCH (0700601) DWR↗ | 58286.00000 | 78.5% | 79.0% | 2021-01-01 – 2025-12-31 |
| BLUNN RES (0703308) DWR↗ | 61358.00000 | 78.4% | 78.6% | 2021-01-01 – 2025-12-31 |
| WANNAMAKER DITCH (0700698) DWR↗ | 53325.50130 | 78.0% | 78.4% | 2021-01-01 – 2025-12-31 |
| ROCKY MOUNTAIN DITCH (0700652) DWR↗ | 61322.00000 | 76.9% | 77.2% | 2021-01-01 – 2025-12-31 |
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 |
|---|---|---|---|
| FARMERS HIGHLINE CANAL (0700569) DWR↗ | 1860-02-25 | 100.0% / 100.0% | 4.9% / 0.0% |
| CHURCH DITCH (0700540) DWR↗ | 1860-02-25 | 100.0% / 100.0% | 4.9% / 0.0% |
| CROKE CANAL (0700553) DWR↗ | 1860-02-25 | 100.0% / 100.0% | 4.9% / 0.0% |
| 0701000 DWR↗ | 1998-12-30 | 4.9% / 0.0% | 4.9% / 0.0% |
| ROCKY MOUNTAIN DITCH (0700652) DWR↗ | 1860-02-25 | 100.0% / 100.0% | 4.9% / 0.0% |
| AGRICULTURAL DITCH (0700502) DWR↗ | 1860-02-25 | 100.0% / 100.0% | 4.9% / 0.0% |
| 0700873 DWR↗ | 1860-05-16 | 100.0% / 86.9% | 12.8% / 0.0% |
| CHURCH DITCH RALSTON CREEK DIVERSION (0700942) DWR↗ | 1860-08-31 | 100.0% / 79.9% | 4.9% / 0.0% |
| FARMERS HIGHLINE RALSTON CREEK (0700872) DWR↗ | 1860-08-31 | 100.0% / 79.9% | 4.9% / 0.0% |
| 0700871 DWR↗ | 1860-05-16 | 100.0% / 86.9% | 12.8% / 0.0% |
| 0700648 DWR↗ | 1906-10-17 | 12.8% / 0.0% | 12.8% / 0.0% |
| 0700877 DWR↗ | 1930-01-01 | 5.6% / 0.0% | 5.6% / 0.0% |
Abandonment radar (23 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 ~1981 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- GOLDEN CITY WATER WORKS PIPELINE (0700575) DWR↗ (1860-02-25, 21.2 cfs decreed): last active 1952 — 73 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1981) -- early absence of record is weak evidence of nonuse
- 0700666 DWR↗ (1893-08-23, 5.0 cfs decreed): last active 1974 — 51 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1981) -- early absence of record is weak evidence of nonuse
- 0700581 DWR↗ (1863-05-21, 0.1 cfs decreed): last active 1980 — 45 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1981) -- early absence of record is weak evidence of nonuse
- 0703398 DWR↗ (1974-04-01, 0.0 cfs decreed): last active 1981 — 44 years idle
- 0704396 DWR↗ (1871-12-31, 0.0 cfs decreed): last active 1987 — 38 years idle
- SMALL STORAGE TANKS (0704079) DWR↗ (1988-07-01, 0.0 cfs decreed): last active 1991 — 34 years idle
- RHODES SOUTH DITCH (0700650) DWR↗ (1865-07-05, 2.8 cfs decreed): last active 1992 — 33 years idle
- LOWER LOVELAND SNOWMAKING & DOMESTIC DIVERSION (0700874) DWR↗ (1988-12-30, 11.0 cfs decreed): last active 1992 — 33 years idle
- LOVELAND BASIN RES (0703391) DWR↗ (1984-08-21, 0.0 cfs decreed): last active 1992 — 33 years idle
- LOVELAND VALLEY RES (0703392) DWR↗ (1984-08-21, 0.0 cfs decreed): last active 1992 — 33 years idle
Compliance screens (30 advisory flags)
Screened 83 of 1815 structures with rights (134 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.
- GOLDEN CITY WATER WORKS PIPELINE (0700575) DWR↗: Observed p99 daily rate 110.0 cfs (max 110.0) exceeds total decreed absolute 21.2 cfs across 1029 recorded day(s).
- 0700666 DWR↗: Observed p99 daily rate 49.0 cfs (max 68.0) exceeds total decreed absolute 5.0 cfs across 2950 recorded day(s).
- BLUNN RES (0703308) DWR↗: Observed p99 daily rate 32.1 cfs (max 416.6) exceeds total decreed absolute 15.1 cfs across 51491 recorded day(s).
- CROKE CANAL RALSTON CREEK DIVERSION (0700728) DWR↗: Observed p99 daily rate 19.0 cfs (max 19.1) exceeds total decreed absolute 0.1 cfs across 192 recorded day(s).
- KERSHAW DITCH (0700597) DWR↗: Observed p99 daily rate 13.0 cfs (max 16.0) exceeds total decreed absolute 11.4 cfs across 34138 recorded day(s).
- GOLDEN CITY DITCH (0700542) DWR↗: Observed p99 daily rate 11.2 cfs (max 49.6) exceeds total decreed absolute 11.1 cfs across 63001 recorded day(s).
- MANHART DITCH (0700614) DWR↗: Observed p99 daily rate 11.0 cfs (max 17.2) exceeds total decreed absolute 9.8 cfs across 32584 recorded day(s).
- CORT GRAVES HUGHES DITCH (0700551) DWR↗: Observed p99 daily rate 7.0 cfs (max 7.0) exceeds total decreed absolute 0.6 cfs across 18023 recorded day(s).
- APEX GULCH FEEDER D (0700717) DWR↗: Observed p99 daily rate 6.1 cfs (max 6.8) exceeds total decreed absolute 2.0 cfs across 6113 recorded day(s).
- OUELETTE DITCH (0700632) DWR↗: Observed p99 daily rate 6.0 cfs (max 11.0) exceeds total decreed absolute 1.1 cfs across 18892 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| FARMERS HIGHLINE CANAL (0700569) DWR↗ | 1860-02-25 | 121 | 5760.2 | 0 | yes |
| CHURCH DITCH (0700540) DWR↗ | 1860-02-25 | 66 | 1298.3 | 0 | yes |
| CROKE CANAL (0700553) DWR↗ | 1860-02-25 | 82 | 1132.7 | 0 | yes |
| 0701000 DWR↗ | 1998-12-30 | 1 | 1000.0 | 0 | — |
| ROCKY MOUNTAIN DITCH (0700652) DWR↗ | 1860-02-25 | 51 | 598.6 | 0 | — |
| AGRICULTURAL DITCH (0700502) DWR↗ | 1860-02-25 | 59 | 539.6 | 910 | yes |
| 0700873 DWR↗ | 1860-05-16 | 39 | 519.3 | 0 | — |
| CHURCH DITCH RALSTON CREEK DIVERSION (0700942) DWR↗ | 1860-08-31 | 8 | 480.2 | 0 | — |
| FARMERS HIGHLINE RALSTON CREEK (0700872) DWR↗ | 1860-08-31 | 24 | 478.5 | 0 | — |
| 0700871 DWR↗ | 1860-05-16 | 40 | 469.6 | 0 | — |
| 0700648 DWR↗ | 1906-10-17 | 1 | 318.0 | 0 | — |
| 0700877 DWR↗ | 1930-01-01 | 1 | 212.0 | 0 | yes |
| COORS INDUSTRIAL DITCH (0700725) DWR↗ | 1860-02-25 | 25 | 190.3 | 0 | — |
| CLEAR CR PLATTE RIVER D (0700547) DWR↗ | 1860-02-25 | 60 | 133.2 | 4368 | yes |
| COLO AGRICULTURAL D (0700549) DWR↗ | 1861-11-01 | 7 | 112.6 | 0 | — |
Recent inventory & legal-document changes
- 2026-08-29 — call set: LOWER LATHAM DITCH (39382)
- 2026-08-29 — call set: OGILVY DITCH (39386)
- 2026-08-29 — call set: LOWLINE DITCH (39383)
- 2026-08-29 — call released: 39379
- 2026-08-29 — call released: 39359
- 2026-08-28 — call set: COFFIN DAVIS DITCH (39369)
- 2026-08-28 — call set: PIONEER UNION DITCH (39366)
- 2026-08-28 — call set: WESTERN MUTUAL DITCH (39374)
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 (30 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 |
|---|---|---|---|---|---|
| CONSOLIDATED MUTUAL WATER COMPANY - SHWAYDER POND | 37-92-308(5) PLANS LESS THAN 5 YEARS | Approved | 2026-10-31 | — | plan file |
| CPW GOLDEN GATE CANYON STATE PARK | 37-92-308(5) PLANS LESS THAN 5 YEARS | Approved | 2027-03-31 | 0702546 | plan file |
| SMITH FAMILY PONDS | 37-92-308(5) PLANS LESS THAN 5 YEARS | Approved | 2027-03-31 | 0702551 | plan file |
| CPW REVEREND'S RIDGE CAMPGROUND WELLS | 37-92-308(4) PLAN PENDING COURT APPLICATION | Division Review | — | — | plan file |
| MARTIN MARIETTA CLEAR CREEK DIVERSION | 37-92-308(5) PLANS LESS THAN 5 YEARS | Division Review | — | — | plan file |
| CONSOLIDATED MUTUAL WATER COMPANY LEE STEWART AND ESKINS DITCH | 37-92-308(5) PLANS LESS THAN 5 YEARS | Withdrawn | — | — | plan file |
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 | CLEAR CREEK NEAR LAWSON, CO (CLELAWCO) | 19.8 | 18.2 | 45.1 | +26.9 | 2.1 | Unaccounted +26.9 cfs gain over 2.1 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| RALSTON CREEK | RALSTON CREEK ABOVE CLEAR CREEK CONFLUENCE (RALCCKCO) | 57.2 | 20.5 | 4.9 | -15.6 | 4.1 | Unaccounted -15.6 cfs loss over 4.1 mi. Likely cause: stale/missing diversion data at SEA OF TRANQUILLITY RES. |
| MAINSTEM | WEST FORK CLEAR CREEK ABV MOUTH NR EMPIRE, CO (WFCEMPCO) | 17.7 | 29.2 | 18.2 | -10.9 | 0.3 | Unaccounted -10.9 cfs loss over 0.3 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| SOUTH CLEAR CREEK | GREEN LAKE SEEPAGE IMPACT POINT (GNLKSPCO) | 10.1 | 0.1 | 7.6 | +7.5 | 2.1 | Unaccounted +7.5 cfs gain over 2.1 mi. Diversions in this reach with stale data (CLEAR LAKE RES) — under-reporting could mask an offsetting loss. |
| MAINSTEM | CLEAR CREEK AT DERBY (CLEDERCO) | 62.2 | 0.0 | 7.5 | +7.5 | 8.7 | Unaccounted +7.5 cfs gain over 8.7 mi. Likely cause: stale/missing return data at PROSPECT PARK LAKE. |
| Gage ⇅ | Station ⇅ | Avg cfs Aug 17–Aug 23 ⇅ |
% Hist Median ⇅ | Rank ⇅ | Δ1wk ⇅ | Δ4wk ⇅ | Yrs ⇅ | Status ⇅ |
|---|---|---|---|---|---|---|---|---|
| RCCRELCO | RALSTON-CLEAR CREEK CANAL RELEASE TO CLEAR CREEK | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| CRSAS1CO | COORS AUG STATION NO 1 | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| DORYINCO | DORY LAKE INLET DITCH | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| SWADITCO | SWADLEY DITCH | 0.5 | 25% | 0 | -0 | +0 | 4.6 | STALE |
| CHUAUGCO | CHURCH DITCH TO CLEAR CREEK (BLACK HAWK AUG RETURN) | 0.0 | 0% | 0 | +0 | +0 | 6.9 | STALE |
| RCCDIVCO | RALSTON-CLEAR CREEK CANAL | 0.0 | 0% | 0 | +0 | +0 | 4.7 | STALE |
| CRSHW2CO | COORS HOT WELL #2 COOLING WATER RETURN | 6.2 | 169% | 53 | -0 | -7 | 10.4 | STALE |
| FALIDACO | FALL RIVER NEAR IDAHO SPRINGS, CO. | 11.0 | 45% | 0 | +2 | -4 | 19.6 | SHORT_RECORD |
| RALCRKCO | RALSTON CREEK ABOVE RALSTON RESERVOIR NEAR GOLDEN | 0.0 | 0% | 0 | +0 | -0 | 28.4 | SHORT_RECORD |
| CLEGLKCO | CLEAR CR. ABV. GEORGETOWN LAKE NR GEORGETOWN, CO | 28.5 | 44% | 0 | -4 | -9 | 20.5 | SHORT_RECORD |
| LSEDITCO | LEE STEWART ESKINS DITCH | 0.2 | 5% | 0 | -1 | -2 | 10.5 | SHORT_RECORD |
| COADITCO | COLORADO AGRICULTURAL DITCH | 0.0 | 0% | 0 | +0 | +0 | 9.9 | SHORT_RECORD |
| 0700553A | CROKE CANAL | 0.1 | 3% | 0 | -0 | -5 | 0.7 | SHORT_RECORD |
| 0201700A | CROKE CANAL INLET TO STANDLEY RESERVOIR | 0.0 | 0% | 0 | +0 | +0 | 1.4 | SHORT_RECORD |
| CRSAP3CO | COORS APOD #3 DIVERSION | 0.0 | 0% | 0 | +0 | +0 | 10.9 | SHORT_RECORD |
| GDNEMSCO | GOLDEN EMERGENCY SUPPLY | 0.0 | 0% | 0 | +0 | +0 | 10.9 | SHORT_RECORD |
| AGGDITCO | AGRICULTURAL DITCH | 15.8 | 58% | 0 | +2 | +0 | 10.2 | SHORT_RECORD |
| RMTRTNCO | ROCKY MOUNTAIN DITCH RETURN TO CLEAR CREEK | 0.0 | 0% | 0 | +0 | +0 | 10.8 | SHORT_RECORD |
| RALBLWCO | RALSTON CREEK BELOW RALSTON RESERVOIR | 0.1 | 12% | 0 | -0 | -8 | 10.7 | SHORT_RECORD |
| FHLDITCO | FARMERS HIGHLINE CANAL | 42.2 | 70% | 0 | -3 | -3 | 10.4 | SHORT_RECORD |
| KERSHTCO | SHEETS PONDS FROM KERSHAW DITCH | 0.0 | 0% | 0 | +0 | +0 | 9.9 | SHORT_RECORD |
| FHLSTACO | FARMERS HIGHLINE TO STANDLEY LAKE | 20.5 | 56% | 0 | -4 | -3 | 10.6 | SHORT_RECORD |
| JBROUTCO | JIM BAKER RESERVOIR OUT TO CLEAR CREEK | 0.0 | 0% | 0 | +0 | +0 | 10.4 | SHORT_RECORD |
| RNJDITCO | RENO JUCHEM DITCH | 0.0 | 0% | 0 | +0 | -0 | 10.0 | SHORT_RECORD |
| CHUDITCO | CHURCH DITCH | 0.0 | 0% | 0 | +0 | +0 | 10.2 | SHORT_RECORD |
| WLFDITCO | WOLFF DITCH | 0.0 | 0% | 0 | +0 | -0 | 6.2 | SHORT_RECORD |
| LOMOUTCO | LOCH LOMOND RESERVOIR OUTLET | 5.1 | 26% | 0 | +3 | +3 | 3.3 | SHORT_RECORD |
| RALCCKCO | RALSTON CREEK ABOVE CLEAR CREEK CONFLUENCE | 4.9 | 50% | 0 | -1 | -0 | 4.5 | SHORT_RECORD |
| CRSHW1CO | COORS HOT WELL #1 COOLING WATER RETURN | 0.0 | 0% | 0 | +0 | -0 | 10.6 | SHORT_RECORD |
| CLPDICCO | CLEAR CR PLATTE RIVER DITCH | 8.1 | 55% | 0 | -12 | -13 | 1.2 | SHORT_RECORD |
| COOB7LCO | COORS B7 LAKE FROM WANNAMAKER DITCH | 0.4 | 18% | 0 | -0 | -0 | 10.2 | SHORT_RECORD |
| LDCWESCO | LITTLE DRY CREEK AT WESTMINSTER, CO | 0.8 | 37% | 0 | +0 | -0 | 8.8 | SHORT_RECORD |
| WGLINLCO | WEST GRAVEL LAKES COMBINED | 2.7 | 32% | 0 | -1 | -6 | 7.1 | SHORT_RECORD |
| CHURALCO | CHURCH DITCH RETURN TO RALSTON FOR NORTHGLENN | 0.0 | 0% | 0 | +0 | +0 | 8.4 | SHORT_RECORD |
| SIGDITCO | FARMERS HIGHLINE SIGNAL DITCH | 0.0 | 0% | 0 | -0 | +0 | 7.6 | SHORT_RECORD |
| BRNINLCO | BRANNAN LAKES INLET | 0.0 | 0% | 0 | +0 | +0 | 7.3 | SHORT_RECORD |
| SWLDITCO | SWADLEY-LONGAN DITCH | 0.3 | 25% | 0 | -0 | -1 | 4.7 | SHORT_RECORD |
| WDSSUBCO | WADSWORTH SUBSTITUTION | 0.3 | 29% | 0 | -1 | -1 | 5.8 | SHORT_RECORD |
| POMFDRCO | POMONA FEEDER DITCH | 0.0 | 0% | 0 | +0 | +0 | 5.9 | SHORT_RECORD |
| GNLKSPCO | GREEN LAKE SEEPAGE IMPACT POINT | 0.1 | 45% | 0 | -0 | -0 | 4.4 | SHORT_RECORD |
| SOCOUTCO | SODA CREEK POND OUTLET | 0.0 | 0% | 0 | +0 | -0 | 5.9 | SHORT_RECORD |
| ARVINLCO | ARVADA (BLUNN) RESERVOIR INLET FROM RALSTON CREEK | 0.0 | 0% | 0 | -0 | -7 | 5.1 | SHORT_RECORD |
| MTOLPICO | MOUNT OLIVET PIPLELINE | 0.2 | 39% | 0 | -0 | -0 | 3.6 | SHORT_RECORD |
| LBBINLCO | LOWER BEAVER BROOK INLET | 0.2 | 53% | 0 | +0 | +0 | 3.3 | SHORT_RECORD |
| HPQDITCO | HAINES PIQUETTE DITCH | 0.0 | 0% | 0 | +0 | -0 | 3.6 | SHORT_RECORD |
| LEBATLCO | LEE AND BAUGH DITCH TAIL | 0.1 | 73% | 0 | -0 | -0 | 1.7 | SHORT_RECORD |
| WDSDITCO | WADSWORTH DITCH | 0.4 | 54% | 1 | -1 | -1 | 6.3 | SHORT_RECORD |
| NBBABBCO | NORTH BEAVER BROOK AT BEAVER BROOK CONFLUENCE | 0.2 | 57% | 3 | +0 | +0 | 3.3 | SHORT_RECORD |
| FALOUTCO | FALL RIVER RESERVOIR OUTLET | 5.3 | 44% | 5 | -1 | -5 | 3.6 | SHORT_RECORD |
| RMTDITCO | ROCKY MOUNTAIN DITCH | 7.9 | 43% | 6 | -0 | -2 | 10.8 | SHORT_RECORD |
| GDNRWSCO | GOLDEN RAW WATER SUPPLY | 7.2 | 83% | 6 | +1 | +0 | 10.9 | SHORT_RECORD |
| KERDITCO | KERSHAW DITCH | 2.0 | 91% | 7 | -0 | -0 | 10.3 | SHORT_RECORD |
| FHLAUGCO | FARMERS HIGHLINE RETURN TO CLEAR CREEK FOR COORS | 1.8 | 74% | 11 | -0 | +0 | 10.4 | SHORT_RECORD |
| ARVAUGCO | ARVADA CROKE CANAL RELEASE TO RALSTON CREEK | 0.5 | 63% | 14 | -0 | -0 | 10.7 | SHORT_RECORD |
| LEEBAUCO | LEE AND BAUGH DITCH | 0.5 | 62% | 15 | -0 | -1 | 8.0 | SHORT_RECORD |
| CRSINDCO | COORS IND DITCH | 45.8 | 80% | 16 | -3 | -4 | 10.6 | SHORT_RECORD |
| FARHLGCO | FARMERS HIGHLINE GAYNO RT TO CLEAR CREEK | 0.1 | 64% | 17 | +0 | +0 | 10.2 | SHORT_RECORD |
| CHIDEVCO | CHICAGO CREEK BLW DEVILS CANYON NR IDAHO SPRGS C | 7.7 | 47% | 18 | +0 | +3 | 15.5 | SHORT_RECORD |
| GDNNPPCO | GOLDEN NON-POTABLE PUMP | 1.3 | 76% | 24 | +0 | -0 | 10.9 | SHORT_RECORD |
| FISCOPCO | FISHER DITCH DELIVERY TO CHEROKEE POWER PLANT | 0.0 | 0% | 25 | +0 | +0 | 13.7 | SHORT_RECORD |
| AGGRTNCO | AGRICULTURAL DITCH RETURN TO CLEAR CREEK | 0.0 | 8% | 27 | -0 | -0 | 10.8 | SHORT_RECORD |
| FHLRALCO | FARMERS HIGHLINE RETURN TO RALSTON FOR WESTMINSTER | 0.5 | 80% | 27 | -0 | +0 | 10.0 | SHORT_RECORD |
| GDNNPFCO | GOLDEN NON-POTABLE FLUME | 1.2 | 72% | 29 | -0 | -0 | 10.9 | SHORT_RECORD |
| WANDITCO | WANNAMAKER DITCH | 7.8 | 86% | 32 | -0 | -0 | 10.9 | SHORT_RECORD |
| LVNGEOCO | LEAVENWORTH CREEK AT MOUTH NEAR GEORGETOWN, CO | 7.9 | 83% | 37 | -1 | -3 | 23.3 | SHORT_RECORD |
| COOTRECO | COORS TREATMENT BACKWASH RETURN TO CLEAR CREEK | 0.8 | 88% | 41 | +0 | +0 | 9.9 | SHORT_RECORD |
| FHLARVCO | FARMERS HIGHLINE RETURN TO RALSTON CREEK FOR ARVADA | 0.1 | 74% | 43 | -0 | -0 | 8.8 | SHORT_RECORD |
| COOB4LCO | COORS B4 LAKE FROM ROCKY MOUNTAIN DITCH | 5.6 | 96% | 46 | +0 | -0 | 8.6 | SHORT_RECORD |
| UBBOUTCO | UPPER BEAVER BROOK RESERVOIR OUTLET | 0.2 | 0% | 50 | +0 | +0 | 0.2 | SHORT_RECORD |
| CHIIDSCO | CHICAGO CREEK BELOW IDAHO SPRINGS RESERVOIR | 3.2 | 125% | 56 | +0 | +2 | 7.5 | SHORT_RECORD |
| CRSRTNCO | COORS COOLING WATER RETURN BELOW INLET | 34.1 | 111% | 58 | -2 | +3 | 10.6 | SHORT_RECORD |
| GUAINFCO | GUANELLA RESERVOIR INFLOW | 1.9 | 128% | 58 | -0 | -0 | 20.3 | SHORT_RECORD |
| SLUDITCO | SLOUGH DITCH | 9.5 | 115% | 58 | -6 | +3 | 9.2 | SHORT_RECORD |
| KERRTNCO | KERSHAW DITCH RETURN TO CLEAR CREEK | 6.2 | 120% | 62 | +1 | +0 | 10.0 | SHORT_RECORD |
| LBBOUTCO | LOWER BEAVER BROOK OUTLET | 0.1 | 186% | 64 | +0 | +0 | 3.6 | SHORT_RECORD |
| FISDITCO | FISHER DITCH | 13.8 | 112% | 67 | +3 | +4 | 10.1 | SHORT_RECORD |
| GUAOUTCO | GUANELLA RESERVOIR (OUTFLOW) | 5.9 | 137% | 71 | -1 | +1 | 21.1 | SHORT_RECORD |
| CGSEWECO | COORS GOLDEN SEWER EFFLUENT | 10.4 | 182% | 89 | -0 | +1 | 6.0 | SHORT_RECORD |
| COOBY2CO | COORS BYPASS GATE 2 | 4.9 | 425% | 92 | -1 | +5 | 5.7 | SHORT_RECORD |
| JBRINLCO | JIM BAKER RESERVOIR INLET FROM MANHART | 0.1 | 0% | 92 | +0 | +0 | 9.6 | SHORT_RECORD |
| WANAUGCO | WANNAMAKER AUGMENTATION RETURN TO CLEAR CREEK | 6.1 | 123% | 100 | +0 | +1 | 10.9 | SHORT_RECORD |
| FISRTNCO | FISHER DITCH RETURN | 9.6 | 213% | 100 | +2 | +3 | 9.5 | SHORT_RECORD |
| ARVRCKCO | ARVADA (BLUNN) RESERVOIR RELEASE TO RALSTON CREEK | 0.1 | 473% | 100 | -0 | -0 | 10.7 | SHORT_RECORD |
| SLGAUGCO | SLOUGH DITCH AUG STATION | 7.9 | 6455% | 100 | -3 | +8 | 9.9 | SHORT_RECORD |
| MAHDITCO | MANHART DITCH | 0.1 | 0% | 100 | +0 | +0 | 9.8 | SHORT_RECORD |
| BLUDITCO | BLUE DITCH PIPELINE | 0.6 | 189% | 100 | +0 | +0 | 7.3 | SHORT_RECORD |
| LCCWSCCO | CC PRD WEST SPRAT-PLATTE PIT | 3.7 | 16798% | 100 | +0 | +4 | 7.3 | SHORT_RECORD |
| ARVRDBCO | ARVADA RALSTON CREEK BYPASS | 0.0 | 486% | 100 | -0 | -0 | 3.3 | SHORT_RECORD |
| JOPOUTCO | JOHNS POND OUTLET | 4.3 | 856% | 100 | +4 | +4 | 3.6 | SHORT_RECORD |
| CLELAWCO | CLEAR CREEK NEAR LAWSON, CO | 45.1 | 42% | 0 | -10 | -22 | 78.2 | OK |
| CLEGOLCO | CLEAR CREEK AT GOLDEN, CO | 61.9 | 42% | 0 | -14 | -24 | 51.8 | OK |
| CLEWFOCO | CLEAR CREEK ABV WEST FORK CLEAR CREEK NR EMPIRE CO | 29.2 | 45% | 0 | -4 | -9 | 30.5 | OK |
| WFCEMPCO | WEST FORK CLEAR CREEK ABV MOUTH NR EMPIRE, CO | 18.2 | 44% | 0 | -6 | -11 | 31.7 | OK |
| NCCBLACO | NORTH CLEAR CREEK ABOVE MOUTH NR BLACK HAWK, CO | 1.9 | 38% | 0 | -1 | +0 | 31.8 | OK |
| STCTUNCO | STRAIGHT CR. TUNNEL AT EAST PORTAL OF EISENHOWER | 0.2 | 57% | 0 | -0 | -0 | 31.8 | OK |
| CLEDERCO | CLEAR CREEK AT DERBY | 7.5 | 42% | 13 | -1 | +5 | 100.1 | OK |
| BERDITCO | BERTHOUD PASS DITCH AT BERTHOUD PASS, CO. | 0.1 | 12% | 28 | -0 | +0 | 82.7 | OK |
| VIDTUNCO | VIDLER TUNNEL NEAR ARGENTINE PASS | 0.0 | 13% | 28 | +0 | -1 | 55.3 | OK |
Call details in gantt above
61 alert(s) · 90 warning(s) · 56 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.