Arkansas: Headwaters to Salida
Bootstrap review report — d2_wd11_arkansas_headwaters_to_salida
Generated 2026-08-13 22:15 UTC for Division 2 / Water District 11.
This is a review checklist, not a finished config. Everything below is a suggestion from live DWR data — confirm or correct each section in config.yaml before running this basin for real.
1. Stream-name patterns
Assumed mainstem pattern: ARKANSAS RIVER (highest-count waterSource value). Candidates below by structure count — decide which are real tributaries worth their own centerline vs. noise, and add them to longitudinal.tributary_stream_patterns in priority order (more-specific names, e.g. "WEST FORK X", must precede substrings of themselves, e.g. "X").
| waterSource | structure count |
|---|---|
| ARKANSAS RIVER (assumed mainstem) | 60 |
| SOUTH ARKANSAS RIVER | 46 |
| COTTONWOOD CREEK | 24 |
| BROWNS CREEK | 20 |
| BEAR CREEK | 17 |
| CHALK CREEK | 13 |
| THREE ELK CREEK | 11 |
| IOWA GULCH | 11 |
| PINON CANON CREEK | 11 |
| CLEAR CREEK | 9 |
| SQUAW CREEK | 9 |
| LAKE CREEK | 8 |
| NORTH COTTONWOOD CREEK | 8 |
| TROUT CREEK | 8 |
| LAKE FORK | 7 |
| NORTH FORK SOUTH ARKANSAS RIVER | 7 |
| MAXWELL CREEK | 7 |
| FRENCHMAN CREEK | 7 |
| TENNESSEE CREEK | 6 |
| LITTLE COCHETOPA CREEK | 6 |
| EMPIRE GULCH | 6 |
| BIG UNION CREEK | 6 |
| HARRINGTON GULCH | 6 |
| BARTLETT GULCH | 5 |
| PASS CREEK | 5 |
| FOUR ELK CREEK | 5 |
| DROZ CREEK | 5 |
| CACHE CREEK | 5 |
| GREEN CREEK | 4 |
| THREEMILE CREEK | 4 |
2. Diversion / return classification
Auto-classified from structureType + name patterns: 376 diversions, 11 returns, 242 unclassified (neither pattern matched — these render as neither on the schematic unless added to return_flow_wdids/force_diversion_wdids or a type is added to the diversion/return type lists).
This layer needs the least manual work — it's the same heuristic the engine uses at runtime. Spot-check a sample rather than reviewing every row; if you have a water-year accounting spreadsheet for this basin, cross-reference it against the 'other' bucket specifically (that's where a real augmentation return with an unusual DWR structureType will hide).
2b. Cross-checked against decreed water rights (CDSS)
16 structure(s) have a decreed water right (CDSS waterrights/netamount) that disagrees with the structureType/name-pattern classification above. Same-agency evidence (DWR/HydroBase), not independent of DWR the way the NLDI topology check is — worth a glance, not an automatic correction.
| wdid | structure | currently | decreed uses suggest | decreed uses |
|---|---|---|---|---|
| 1100930 | ASARCO IOWA GULCH PUMP STATION | other | diversion | Commercial, Domestic, Fire, Industrial |
| 1100935 | BUENA VISTA INF GALLERY | other | diversion | All Beneficial Uses, Domestic, Fire, Irrigation, Municipal, Recreation |
| 1101063 | MORRISON CR HYDRO PLANT | other | diversion | Power Generation |
| 1101137 | UAWCD CHALK CREEK EXCHANGE | other | return | Augmentation |
| 1102800 | DRAGON LAIR DITCH TWIN LAKE EXCH | other | diversion | Commercial, Domestic |
| 1102833 | SUGAR LOAFIN EXCHANGE | other | return | Augmentation |
| 1102838 | SECWCD SOUTH ARK EXCHANGE | other | diversion | Municipal |
| 1105011 | HEBERER WELL NO 3 | other | diversion | Commercial, Domestic |
| 1105026 | SILVER CREEK WELL NO 3 | other | diversion | Commercial, Domestic, Municipal |
| 1105045 | BERNICK WELL NO 2 | other | diversion | Domestic, Irrigation, Stock |
| 1105055 | SILVER CREEK WELL NO 1 | other | diversion | Commercial, Domestic, Municipal |
| 1105056 | SPINO WELL | other | diversion | Commercial, Domestic |
| 1105060 | PAQUETTE WELL NO 2 | other | diversion | Domestic, Irrigation, Stock |
| 1105074 | S & H WELL NO 3 | other | diversion | Commercial |
| 1105083 | GRIFFITH WELL | other | diversion | Commercial |
| 1105097 | WRIGHTS WELL NO 12250 | other | diversion | Commercial |
3. Suspected nested tributaries
15 flag(s) confirmed connected by USGS NLDI — real surveyed stream-network topology, not a distance guess (see VERIFICATION-PLAN.md). This confirms the two candidates' channels really do merge (ruling out a coincidental-proximity false flag) but NOT auto-applied to tributary_parent_overrides — NLDI's overlap test can't reliably tell which side is upstream once two streams have already merged near DWR's own recorded structures, only that they connect. Confirm the direction (which one is the tributary, which is the parent) from local knowledge or the evidence below, then set it yourself.
| pair | NLDI evidence |
|---|---|
| TENNESSEE CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 916429) first overlaps MAINSTEM's own downstream trace at index 8 (next-nearest candidate: ('LAKE FORK', 10)) |
| BARTLETT GULCH <-> LAKE CREEK | tributary's downstream NHD trace (comid 916845) first overlaps LAKE CREEK's own downstream trace at index 0 (next-nearest candidate: ('MAINSTEM', 8)) |
| LAKE FORK <-> HALFMOON CREEK | tributary's downstream NHD trace (comid 916529) first overlaps HALFMOON CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 2)) |
| PONCHA CREEK <-> SOUTH ARKANSAS RIVER | tributary's downstream NHD trace (comid 918485) first overlaps SOUTH ARKANSAS RIVER's own downstream trace at index 1 (next-nearest candidate: none) |
| GREEN CREEK <-> SOUTH ARKANSAS RIVER | tributary's downstream NHD trace (comid 918437) first overlaps SOUTH ARKANSAS RIVER's own downstream trace at index 1 (next-nearest candidate: none) |
| PASS CREEK <-> SOUTH ARKANSAS RIVER | tributary's downstream NHD trace (comid 918431) first overlaps SOUTH ARKANSAS RIVER's own downstream trace at index 0 (next-nearest candidate: none) |
| CHALK CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 917871) first overlaps MAINSTEM's own downstream trace at index 0 (next-nearest candidate: none) |
| THREE ELK CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 918557) first overlaps MAINSTEM's own downstream trace at index 2 (next-nearest candidate: ('POWELL CREEK', 3)) |
| TROUT CREEK <-> LAKE CREEK | tributary's downstream NHD trace (comid 917753) first overlaps LAKE CREEK's own downstream trace at index 3 (next-nearest candidate: ('MAINSTEM', 5)) |
| EMPIRE GULCH <-> MAINSTEM | tributary's downstream NHD trace (comid 916817) first overlaps MAINSTEM's own downstream trace at index 1 (next-nearest candidate: ('LAKE CREEK', 9)) |
| HALFMOON CREEK <-> LAKE FORK | tributary's downstream NHD trace (comid 916821) first overlaps LAKE FORK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 2)) |
| WILLOW CREEK <-> LAKE FORK | tributary's downstream NHD trace (comid 916527) first overlaps LAKE FORK's own downstream trace at index 2 (next-nearest candidate: ('MAINSTEM', 4)) |
| BIG UNION CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 916597) first overlaps MAINSTEM's own downstream trace at index 4 (next-nearest candidate: ('LAKE CREEK', 10)) |
| FOUR ELK CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 917551) first overlaps MAINSTEM's own downstream trace at index 3 (next-nearest candidate: ('THREE ELK CREEK', 4)) |
| DROZ CREEK <-> LITTLE COCHETOPA CREEK | tributary's downstream NHD trace (comid 920553) first overlaps LITTLE COCHETOPA CREEK's own downstream trace at index 4 (next-nearest candidate: none) |
Still need a human decision — these tributary pairs are comparably close to EACH OTHER as to the mainstem — one may actually join the other rather than the mainstem directly (like Leavenworth Creek -> South Clear Creek in the Clear Creek basin). NLDI couldn't resolve these (no nearby flowline, or ambiguous/no downstream overlap within range) — if you know the real topology, set it in longitudinal.tributary_parent_overrides.
| tributary | possible parent | dist to possible parent (mi) | dist to mainstem (mi) | NLDI result |
|---|---|---|---|---|
| CLEAR CREEK | LAKE CREEK | 0.06 | 0.24 | ambiguous -- tied earliest overlap at index 1: ['LAKE CREEK', 'MAINSTEM'] |
| POWELL CREEK | THREE ELK CREEK | 0.71 | 1.91 | ambiguous -- tied earliest overlap at index 2: ['THREE ELK CREEK', 'MAINSTEM'] |
| BOX CREEK | LAKE FORK | 0.41 | 1.88 | ambiguous -- tied earliest overlap at index 5: ['LAKE FORK', 'MAINSTEM'] |
| CACHE CREEK | LAKE FORK | 0.05 | 3.95 | ambiguous -- tied earliest overlap at index 2: ['LAKE FORK', 'MAINSTEM'] |
4. Gage placement risk
1 gage(s) would currently fail placement (> 2.5mi from the nearest centerline anchor — same failure mode as the Clear Creek at Derby bug). Options: raise the cutoff (check it doesn't sweep in an unrelated stream first — see the Little Dry Creek case), or add a manual override.
| gage | name | nearest stream | distance (mi) |
|---|---|---|---|
| BUSTUNCO | BUSK-IVANHOE TUNNEL | LAKE FORK | 2.71 |
65 more gage(s) pass but are within 2x the cutoff distance — worth a glance if the structure dataset changes later.
Next steps
- Fill in
tributary_stream_patternsfrom section 1. - Resolve section 3's flags (or confirm none apply).
- Resolve section 4's at-risk gages.
- Cross-reference
return_flow_wdids/force_diversion_wdidsagainst any local accounting source you have for this basin. - Review the rendered schematic for this district before relying on it.
Evolution of the network
Computed 2026-08-20 08:33 from 62 gage(s) with cached period-of-record data. Statistical tests (Mann-Kendall trend, Pettitt changepoint) require at least 8 years spanning at least 10 years of record -- gages below that report no signal, not "no change."
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: 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 45 day(s) old (target 7) |
| diversion record | stale | newest diversion record is 1024 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 2% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 133,957 stored values re-checked against DWR's authoritative record (HydroBase_CO_20260707), over 20 structures. 0 disagreement(s) beyond a 0.01 cfs tolerance. Checked 2026-08-19; a rotating sample covers the whole basin across successive runs, and the structures this report cites are checked every time.
Federal cross-check: PASS — 99.82% day-level agreement with USGS's own published records for the same gages, across 29 co-listed station(s) and 281,373 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.
62 gage(s) / 719,555 daily values (1909-10-01–2026-07-06); 419 structure(s) with diversion records; 1489 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.
Read this first: the measurement network itself evolved
This basin was not always measured the way it is today — the API-era record is dense and recent, the early record sparse. 42 gage(s) and 0 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1973. Every historical claim below is checked against this: long-term shifts that co-move with the growth of the network carry an explicit measurement-evolution caution, and abandonment screens whose idleness begins before the modern reporting era are flagged †.
| Decade | Gages with data (median yr) | Structures reporting (median yr) |
|---|---|---|
| 1900s | 1 | 0 |
| 1910s | 8 | 0 |
| 1920s | 4 | 0 |
| 1930s | 4 | 0 |
| 1940s | 4 | 0 |
| 1950s | 14 | 1 |
| 1960s | 17 | 0 |
| 1970s | 25 | 110 |
| 1980s | 22 | 110 |
| 1990s | 26 | 170 |
| 2000s | 28 | 188 |
| 2010s | 36 | 212 |
| 2020s | 41 | 109 |
Gage flow trend & changepoints
Every located gage with a period of record — dot size scales with the strength of its flow trend (|Sen slope| in %/decade, the same statistic as the table below), color with direction. An amber ring marks a detected Pettitt changepoint. Click a gage to chart its trend and shift.
| Gage | Trend | Change / decade | Significance | Years | Changepoint |
|---|---|---|---|---|---|
|
▸
LAKE FORK CREEK ABOVE TURQUOISE LKCTURCO |
↓ decreasing | -225.7% | p=0.000 | 33 | ~2014 |
|
▸
SOUTH ARKANSAS RIVER BELOW GARFIELD SOARGRCO |
↑ increasing | +153.8% | p=0.020 | 11 | — |
|
▸
LAKE FORK CREEK BELOW SUGAR LOAF DAM NEAR LEADVILLE LFCBSLCO |
↓ decreasing | -73.1% | p=0.000 | 57 | ~1986 |
|
▸
LAKE FORK ABOVE SUGAR LOAF RESERVOIR, CO. LFCASLCO |
no clear trend | +21.4% | p=0.159 | 22 | ~1960 |
|
▸
LAKE CREEK BELOW TWIN LAKES RESERVOIR LAKBTLCO |
↑ increasing | +21.0% | p=0.012 | 60 | ~1980 |
|
▸
CHARLES H. BOUSTEAD TUNNEL BOUTUNCO |
↑ increasing | +20.2% | p=0.002 | 55 | ~1991 |
|
▸
BUSK-IVANHOE TUNNEL BUSTUNCO |
↓ decreasing | -7.5% | p=0.044 | 64 | ~1986 |
|
▸
TWIN LAKES TUNNEL TWITUNCO |
↑ increasing | +7.5% | p=0.001 | 92 | ~2003 |
|
▸
SOUTH ARKANSAS RIVER NEAR SALIDA, CO. SOARSACO |
↑ increasing | +7.1% | p=0.049 | 31 | — |
|
▸
ARKANSAS RIVER AT GRANITE, CO. ARKGRNCO |
↑ increasing | +5.4% | p=0.000 | 117 | ~1964 |
|
▸
ARKANSAS RIVER NEAR NATHROP, CO ARKNATCO |
no clear trend | -3.6% | p=0.084 | 55 | ~1999 |
51 other gage(s) show no significant trend or changepoint (not shown).
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 2% of 3197 schematic-relevant structures. 0 year(s) clear the 30% coverage gate so far -- the trend activates automatically once qualifying years span a full decade. No action needed; the nightly backfill keeps extending the record.
Reach gain/loss shifts (1950–2026)
Mass-balance kinks computed for every summer month back to 1950 (4327 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.
- EF ARKANSAS R AT US HIGHWAY 24, NR LEADVILLE, CO.: reach shifted from -756 cfs to +81 cfs summer mean (more gaining, p=0.013, 37 yr) [sedimentary uplands: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records]
- ARKANSAS RIVER AT BUENA VISTA, CO.: reach shifted from +959 cfs to +792 cfs summer mean (more losing, p=0.027, 23 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] [11 alluvial wells within 2 mi of the gage; pooled water table +1.3 ft (1971–2003, no_trend)]
- ARKANSAS RIVER AT GRANITE, CO.: reach shifted from +700 cfs to +266 cfs summer mean (more losing, p=0.000, 77 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] [measurement-evolution caution: this shift co-moves with the growth of the gage/metering network (rho=-0.42) -- part of it may be unaccounted water becoming accounted, not hydrologic change] [2 alluvial wells within 2 mi of the gage; pooled water table -0.4 ft (1972–1994, no_trend)]
- SOUTH ARKANSAS RIVER NEAR SALIDA, CO.: reach shifted from -47 cfs to -15 cfs summer mean (more gaining, p=0.010, 18 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization] [measurement-evolution caution: this shift co-moves with the growth of the gage/metering network (rho=0.62) -- part of it may be unaccounted water becoming accounted, not hydrologic change] [9 alluvial wells within 2 mi of the gage; pooled water table +1.3 ft (1990–2009, no_trend)]
- ARKANSAS RIVER AT SALIDA, CO.: reach shifted from +1277 cfs to -54 cfs summer mean (more losing, p=0.000, 77 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization] [measurement-evolution caution: this shift co-moves with the growth of the gage/metering network (rho=-0.59) -- part of it may be unaccounted water becoming accounted, not hydrologic change] [19 alluvial wells within 2 mi of the gage; pooled water table +4.2 ft (1971–2025, decreasing)]
- CLEAR CREEK ABOVE CLEAR CREEK RESERVOIR, CO.: reach shifted from -686 cfs to -426 cfs summer mean (more gaining, p=0.001, 75 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] [2 alluvial wells within 2 mi of the gage; pooled water table -0.4 ft (1972–1994, no_trend)]
Groundwater now has its own tab: 221 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 9 reservoir(s), end-of-year storage back to 1949, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 92-year window with full coverage (1935–2026), the dominant shared pattern across 3 gage(s) explains 61% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).
TWITUNCO doesn't move with that shared pattern -- a real, localized signal (a new diversion, land-use change, or a gage-specific data problem) worth a closer look, not necessarily noise.
The basin's aquifer story, from 3,234 water-level measurements across 221 monitored well(s) (142 alluvial, 0 bedrock, rest unclassified) — plus 3 administered well(s) reporting metered pumping through diversion records. Observation wells and pumping wells are different populations and are never conflated. Click a well to chart its record.
Well map
Every monitored well with a location — hover for identity, click to chart its water-level record below. ● alluvial ● bedrock / confined (Denver Basin, High Plains, etc. — one-way, no human-timescale recharge) ● unclassified — marker size scales with the strength of the well's water-level trend (|Sen slope| in ft/decade — the same Mann-Kendall/Sen statistic as the trends table below); the smallest, faintest dots have too little record to test.
3D aquifer x-ray
Every aquifer unit as its own 3D head surface — alluvial water table on top, Denver Basin members (Dawson, Denver, Arapahoe, Laramie–Fox Hills) stacked beneath where measured — interpolated from measured water levels and animated through time. Units are never mixed; surfaces exist only inside each unit's well coverage (no extrapolation); thin epochs are suppressed with their reason shown. Vertical scale exaggerated for readability; z is head elevation in feet. Advisory — measured heads, not a calibrated model.
Water-table trends
Of 23 well(s) with enough record for a trend test: 9 declining, 2 rising.
| Fastest-declining wells | Setting | ft / decade | Span | p |
|---|---|---|---|---|
| ▸ SC01108018AAA | unknown | -12.48 | 18 yr | 0.0 |
| ▸ NA05000814DCB | alluvial | -4.89 | 24 yr | 0.0001 |
| ▸ SC01507834CCD | alluvial | -2.32 | 36 yr | 0.0 |
| ▸ SC01407830DAA | unknown | -2.24 | 54 yr | 0.0 |
| ▸ NA05100833AAD | alluvial | -2.06 | 44 yr | 0.0 |
| ▸ NA05000835AAD | alluvial | -1.89 | 54 yr | 0.0 |
| ▸ NA05000733DAB | alluvial | -1.87 | 45 yr | 0.0003 |
| ▸ SC00908032ACD | alluvial | -0.47 | 44 yr | 0.0055 |
Stream corridors — the surface connection
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.
ARKANSAS RIVER AT BUENA VISTA, CO.: 11 alluvial well(s) nearby; pooled water table +1.3 ft (1971–2003, no_trend, p=0.4573)
ARKANSAS RIVER AT GRANITE, CO.: 2 alluvial well(s) nearby; pooled water table -0.4 ft (1972–1994, no_trend, p=0.8267)
SOUTH ARKANSAS RIVER NEAR SALIDA, CO.: 9 alluvial well(s) nearby; pooled water table +1.3 ft (1990–2009, no_trend, p=0.8711). Glover screen: 0.3 cfs of nearby metered alluvial pumping → est. lagged depletion 0.2–0.3 cfs (uncalibrated T/S ranges; flagged for SPDSS calibration, AWAS cross-check, and expert review — DWR's AWAS is the authority).
ARKANSAS RIVER AT SALIDA, CO.: 19 alluvial well(s) nearby; pooled water table +4.2 ft (1971–2025, decreasing, p=0.0). Glover screen: 0.3 cfs of nearby metered alluvial pumping → est. lagged depletion 0.3–0.3 cfs (uncalibrated T/S ranges; flagged for SPDSS calibration, AWAS cross-check, and expert review — DWR's AWAS is the authority).
CLEAR CREEK ABOVE CLEAR CREEK RESERVOIR, CO.: 2 alluvial well(s) nearby; pooled water table -0.4 ft (1972–1994, no_trend, p=0.8267)
LAKE FORK CREEK BELOW SUGAR LOAF DAM NEAR LEADVILLE: 1 alluvial well(s) nearby
LAKE CREEK BELOW TWIN LAKES RESERVOIR: 1 alluvial well(s) nearby
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.
9 reservoir(s) with 17,935 storage measurement(s), 1949–2018. Basin storage as of 2018-04-30 (the record's own end — reservoir records publish ~annually): 103,958 AF across 2 reservoir(s). 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?
Each reservoir drawn as a vessel: bubble size ∝ its record-high storage, fill level = 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 of its own record high otherwise (a wrong capacity would be worse than an honest record high, so only confident joins upgrade). Hover for numbers, click to chart its history below the map. A dashed teal ring marks reservoirs reporting live DWR telemetry — their fill reflects yesterday's storage, drawn as a dotted tail on charts and treated as provisional until the next verified HydroBase snapshot supersedes it. ● <25% ● 25–60% ● 60–90% ● >90%
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 reservoir to chart its full storage history.
| Reservoir | Last recorded storage (AF) | As of |
|---|---|---|
| ▸ BEAR LAKE (CHAFFEE CTY) MIN LEVEL (1103927) | 102,989 | 1979-10-31 |
| ▸ TURQUOISE RESERVOIR (1103500) | 95,794 | 2018-01-23 |
| ▸ TWIN LAKES RESERVOIR (1103503) | 80,503 | 1984-10-31 |
| ▸ CLEAR CREEK RESERVOIR (1103504) | 8,164 | 2018-04-30 |
| ▸ NORTH FORK RESERVOIR (1103300) | 583 | 2010-10-31 |
| ▸ O'HAVER RESERVOIR (1103921) | 168 | 2010-09-30 |
| ▸ COTTONWOOD LAKE (1104005) | 102 | 2010-10-31 |
| ▸ RAINBOW LAKE (M COTTONWD CRK) (1103535) | 59 | 2010-10-31 |
Decrees, seniority, and administrative calls connected to this basin's flow network. Advisory reading aids on public DWR data — not administrative or legal conclusions. Rights on file: 1934 across 1489 structure(s); 119 structure(s) carry 0 court-case references.
Abandonment radar (25 screens)
Absolute rights with 10+ years of no recorded diversions. Screens only — storage, alternate points, and plan operations can explain nonuse lawfully. And diversion REPORTING itself only reached its modern level ~1973 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- BLOW DITCH - EMPIRE CREEK (1100729) (1890-12-01, 2.0 cfs decreed): last active 1912 — 109 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- IRON SILVER MINING CO-EVANS GULCH BRANCH (1100757) (1904-06-02, 0.3 cfs decreed): last active 1912 — 109 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- RESURRECTION DITCH (1100758) (1904-06-01, 3.3 cfs decreed): last active 1912 — 109 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- EGGLESTON DITCH (1100846) (1885-04-20, 1.0 cfs decreed): last active 1913 — 108 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- PINON CANON DITCH (1100847) (1886-09-01, 3.4 cfs decreed): last active 1913 — 108 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- ROCK CLIFF DITCH (1100852) (1890-01-30, 2.0 cfs decreed): last active 1913 — 108 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- LIPPARD DITCH (1100853) (1895-05-01, 2.0 cfs decreed): last active 1913 — 108 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- TOWN DITCH (1100854) (1895-05-01, 1.5 cfs decreed): last active 1913 — 108 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- SCANGA DITCH (1100856) (1896-07-01, 2.8 cfs decreed): last active 1913 — 108 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
- WILLIAMS DITCH (1100876) (1877-04-30, 1.0 cfs decreed): last active 1913 — 108 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1973) -- early absence of record is weak evidence of nonuse
Compliance screens (179 advisory flags)
Screened 260 of 1489 structures with rights (281 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.
- TURQUOISE RESERVOIR (1103500): Observed p99 daily rate 804.3 cfs (max 1260.9) exceeds total decreed absolute 3.0 cfs across 12875 recorded day(s). Structure holds an Augmentation-use decree -- diversions above the direct-flow decree can be lawful under plan operations; interpret with care.
- OTERO PUMP STATION (1100529): Observed p99 daily rate 180.5 cfs (max 180.7) exceeds total decreed absolute 1.7 cfs across 4079 recorded day(s). Structure holds an Augmentation-use decree -- diversions above the direct-flow decree can be lawful under plan operations; interpret with care.
- SALIDA "OLD" GALLERY (1100882): Observed p99 daily rate 76.5 cfs (max 110.2) exceeds total decreed absolute 2.5 cfs across 3126 recorded day(s).
- CHAMP DITCH (ARK) (1100517): Observed p99 daily rate 52.8 cfs (max 52.8) exceeds total decreed absolute 5.0 cfs across 10598 recorded day(s).
- BOWEN DITCH (1100691): Observed p99 daily rate 50.0 cfs (max 55.5) exceeds total decreed absolute 44.5 cfs across 7630 recorded day(s). Structure holds an Augmentation-use decree -- diversions above the direct-flow decree can be lawful under plan operations; interpret with care.
- BUSK-IVANHOE SYSTEM (1104612): Observed p99 daily rate 49.6 cfs (max 74.7) exceeds total decreed absolute 17.5 cfs across 13026 recorded day(s).
- HELENA DITCH (1100535): Observed p99 daily rate 40.0 cfs (max 50.5) exceeds total decreed absolute 36.0 cfs across 16496 recorded day(s).
- MCFARLAND DITCH (1100702): Observed p99 daily rate 40.0 cfs (max 40.0) exceeds total decreed absolute 0.4 cfs across 6452 recorded day(s).
- STEVENS & LEITER WELL (1100759): Observed p99 daily rate 36.0 cfs (max 36.0) exceeds total decreed absolute 1.1 cfs across 4698 recorded day(s).
- FISH DITCH (1100546): Observed p99 daily rate 25.0 cfs (max 25.0) exceeds total decreed absolute 0.2 cfs across 7432 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| MT ELBERT CONDUIT (1101123) | 1939-02-10 | 1 | 370.0 | 0 | — |
| HALFMOON DIVERSION (1102057) | 1881-05-07 | 4 | 150.0 | 0 | — |
| D & C PIPELINE NO 3 (1100887) | 1908-07-05 | 1 | 72.8 | 0 | — |
| SETHMAN PIPELINE HDGT 1 (1100804) | 1904-06-01 | 1 | 63.8 | 0 | — |
| MISSOURI PARK DITCH (1100570) | 1880-11-15 | 3 | 55.0 | 0 | — |
| STARR DITCH (LOWER PT) (1100786) | 1860-05-01 | 1 | 51.0 | 0 | — |
| BOWEN DITCH (1100691) | 1888-09-24 | 1 | 44.5 | 0 | — |
| SUNNYSIDE PARK DITCH (1100539) | 1884-01-03 | 3 | 39.2 | 0 | — |
| HELENA DITCH (1100535) | 1882-03-01 | 3 | 36.0 | 0 | — |
| PIONEER DITCH (BROWNS) (1100632) | 1866-05-17 | 3 | 31.0 | 0 | — |
| RIVERSIDE-ALLEN DITCH (1100534) | 1872-11-01 | 4 | 29.0 | 0 | — |
| STEVENS & LEITER DITCH (1100751) | 1873-09-01 | 1 | 27.6 | 0 | — |
| WILLOWDALE DITCH (1100684) | 1867-05-31 | 9 | 24.9 | 0 | — |
| WOLF & NEERLAND DITCH (1100651) | 1877-04-01 | 6 | 21.4 | 0 | — |
| NEW SALIDA DITCH (1100536) | 1882-05-01 | 1 | 20.0 | 0 | — |
No inventory or legal-document changes detected since the daily watch began.
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 | PONCHA CREEK AT PONCHA SPRINGS (PNCKPSCO) | 321.8 | 253.9 | 2.0 | -251.9 | 240.7 | Unaccounted -251.9 cfs loss over 240.7 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | ARKANSAS RIVER NEAR NATHROP, CO (ARKNATCO) | 63.8 | 0.0 | 208.0 | +208.0 | 4.8 | Unaccounted +208.0 cfs gain over 4.8 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | COTTONWOOD CREEK NEAR BUENA VISTA (COCRBVCO) | 48.3 | 147.7 | 3.3 | -144.4 | 13.3 | Unaccounted -144.4 cfs loss over 13.3 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | ARKANSAS RIVER BELOW GRANITE, CO (ARKBGNCO) | 35.0 | 7.5 | 147.7 | +140.2 | 0.9 | Unaccounted +140.2 cfs gain over 0.9 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | CLEAR CREEK ABOVE CLEAR CREEK RESERVOIR, CO. (CCACCRCO) | 31.0 | 100.8 | 23.7 | -77.1 | 1.1 | Unaccounted -77.1 cfs loss over 1.1 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | ARKANSAS RIVER NEAR WELLSVILLE, CO. (ARKWELCO) | 81.1 | 197.3 | 253.9 | +56.6 | 5.6 | Unaccounted +56.6 cfs gain over 5.6 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | ARKANSAS RIVER AT GRANITE, CO. (ARKGRNCO) | 29.9 | 46.8 | 100.8 | +54.1 | 3.3 | Unaccounted +54.1 cfs gain over 3.3 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | ARKANSAS RIVER BELOW EMPIRE GULCH NEAR MALTA, CO (ARKEMPCO) | 20.1 | 3.1 | 43.1 | +40.0 | 7.7 | Unaccounted +40.0 cfs gain over 7.7 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | LARKSPUR DITCH AT MARSHALL PASS (LARDITCO) | 59.0 | 17.7 | 0.0 | -17.7 | 3.9 | Unaccounted -17.7 cfs loss over 3.9 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | PINE CREEK AT MOUTH (PINMOUCO) | 34.1 | 23.7 | 7.5 | -16.2 | 3.1 | Unaccounted -16.2 cfs loss over 3.1 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | LAKE CREEK BELOW TWIN LAKES RESERVOIR (LAKBTLCO) | 26.6 | 32.4 | 46.8 | +14.4 | 6.0 | Unaccounted +14.4 cfs gain over 6.0 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | CHALK CREEK AT NATHROP (CHCRNACO) | 55.1 | 3.8 | 17.7 | +13.9 | 1.4 | Unaccounted +13.9 cfs gain over 1.4 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | COTTONWOOD CREEK BELOW HOT SPRINGS (COCRHSCO) | 359.4 | 9.2 | 22.9 | +13.7 | 2.7 | Unaccounted +13.7 cfs gain over 2.7 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | ARKANSAS RIVER NEAR LEADVILLE, CO (ARKLEACO) | 12.2 | 0.0 | 11.9 | +11.9 | 12.2 | Unaccounted +11.9 cfs gain over 12.2 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | NORTH FORK SOUTH ARKANSAS RIVER (NFSOAKCO) | 360.2 | 22.9 | 11.4 | -11.5 | 0.8 | Unaccounted -11.5 cfs loss over 0.8 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | PUEBLO WEST PIONEER (BROWN) AUGMENTATION STATION (PWPBASCO) | 368.1 | 11.4 | 0.6 | -10.8 | 7.9 | Unaccounted -10.8 cfs loss over 7.9 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | CLEAR CREEK BELOW CLEAR CREEK RESERVOIR (CCBCCRCO) | 20.6 | 43.1 | 32.4 | -10.7 | 0.5 | Unaccounted -10.7 cfs loss over 0.5 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | ARKANSAS RIVER AT SALIDA, CO. (ARKSALCO) | 75.5 | 208.0 | 197.3 | -10.7 | 11.7 | Unaccounted -10.7 cfs loss over 11.7 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | SOUTH ARKANSAS RIVER BELOW GARFIELD (SOARGRCO) | 356.7 | 0.2 | 9.2 | +9.0 | 3.5 | Unaccounted +9.0 cfs gain over 3.5 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | LAKE FORK CREEK BELOW SUGAR LOAF DAM NEAR LEADVILLE (LFCBSLCO) | 12.4 | 11.9 | 3.1 | -8.8 | 0.2 | Unaccounted -8.8 cfs loss over 0.2 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | EF ARKANSAS R AT US HIGHWAY 24, NR LEADVILLE, CO. (ARKEFOCO) | 371.2 | 1.9 | 10.3 | +8.3 | 2.6 | Unaccounted +8.3 cfs gain over 2.6 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | BROWNS CREEK ABOVE CONFLUENCE OF ARKANSAS (BCACOACO) | 373.2 | 10.7 | 2.6 | -8.1 | 1.1 | Unaccounted -8.1 cfs loss over 1.1 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
Ribbon width ∝ flow. Hover any diversion/return branch for its data source (live telemetry vs. annual divrec) and age — use that to judge how much to trust a given number.
| Gage ⇅ | Station ⇅ | Avg cfs Aug 10–Aug 16 ⇅ |
% Hist Median ⇅ | Rank ⇅ | Δ1wk ⇅ | Δ4wk ⇅ | Yrs ⇅ | Status ⇅ |
|---|---|---|---|---|---|---|---|---|
| SOARGRCO | SOUTH ARKANSAS RIVER BELOW GARFIELD | 9.2 | 42% | 0 | +0 | +0 | 9.9 | STALE |
| LKCTURCO | LAKE FORK CREEK ABOVE TURQUOISE | 2.3 | 30% | 0 | +0 | -0 | 29.1 | SHORT_RECORD |
| ARKEMPCO | ARKANSAS RIVER BELOW EMPIRE GULCH NEAR MALTA, CO | 43.1 | 36% | 0 | +7 | -1 | 11.2 | SHORT_RECORD |
| ARKBGNCO | ARKANSAS RIVER BELOW GRANITE, CO | 147.7 | 32% | 0 | +46 | +45 | 13.9 | SHORT_RECORD |
| COCRHSCO | COTTONWOOD CREEK BELOW HOT SPRINGS | 22.9 | 53% | 0 | +1 | -1 | 12.3 | SHORT_RECORD |
| PNCKPSCO | PONCHA CREEK AT PONCHA SPRINGS | 2.0 | 33% | 0 | +1 | -2 | 10.9 | SHORT_RECORD |
| SOAKNBCO | SOUTH ARKANSAS ABOVE NEWBY BORING DITCH | 8.9 | 54% | 0 | -5 | -2 | 6.3 | SHORT_RECORD |
| DD3AUGCO | DERRY DITCH NO 3 AUGMENTATION | 0.0 | 0% | 0 | +0 | +0 | 5.7 | SHORT_RECORD |
| GYCROHCO | GRAY'S CREEK BELOW O'HAVER RESERVOIR | 0.7 | 50% | 6 | +0 | -0 | 13.2 | SHORT_RECORD |
| NFSOAKCO | NORTH FORK SOUTH ARKANSAS RIVER | 11.4 | 55% | 7 | +1 | +2 | 10.2 | SHORT_RECORD |
| PINMOUCO | PINE CREEK AT MOUTH | 7.5 | 75% | 19 | +0 | -0 | 7.3 | SHORT_RECORD |
| PWWDASCO | PUEBLO WEST COMBINED AUGMENTATION STATION NEAR WILLOWDALE HEADGATE | 3.8 | 59% | 33 | -0 | +0 | 12.2 | SHORT_RECORD |
| HRGTNDCO | HARRINGTON DITCH | 1.9 | 0% | 50 | -0 | -0 | 0.2 | SHORT_RECORD |
| BCACOACO | BROWNS CREEK ABOVE CONFLUENCE OF ARKANSAS | 2.6 | 145% | 55 | +1 | +2 | 3.2 | SHORT_RECORD |
| PWPBASCO | PUEBLO WEST PIONEER (BROWN) AUGMENTATION STATION | 0.6 | 6689% | 57 | +1 | +1 | 7.7 | SHORT_RECORD |
| SOAKTECO | SOUTH ARKANSAS BELOW TENNASSE DITCH | 10.7 | 117% | 59 | -5 | -4 | 16.2 | SHORT_RECORD |
| BLKRSOCO | BOSS LAKE RESERVOIR OUTLET | 0.2 | 348% | 100 | +0 | +0 | 12.1 | SHORT_RECORD |
| BUSTUNCO | BUSK-IVANHOE TUNNEL | 0.1 | 5% | 0 | -0 | -0 | 69.5 | OK |
| LAKBTLCO | LAKE CREEK BELOW TWIN LAKES RESERVOIR | 46.8 | 20% | 0 | +20 | +28 | 57.7 | OK |
| LARDITCO | LARKSPUR DITCH AT MARSHALL PASS | 0.0 | 0% | 0 | +0 | +0 | 63.9 | OK |
| LFCBSLCO | LAKE FORK CREEK BELOW SUGAR LOAF DAM NEAR LEADVILLE | 3.1 | 20% | 0 | +0 | -1 | 56.8 | OK |
| HOMTUNCO | HOMESTAKE TUNNEL | 0.0 | 0% | 0 | +0 | +0 | 59.7 | OK |
| ARKEFOCO | EF ARKANSAS R AT US HIGHWAY 24, NR LEADVILLE, CO. | 10.3 | 30% | 0 | -0 | +1 | 36.2 | OK |
| ARKLEACO | ARKANSAS RIVER NEAR LEADVILLE, CO | 11.9 | 24% | 0 | +1 | +0 | 52.2 | OK |
| HALMALCO | HALFMOON CREEK NEAR MALTA, CO | 7.6 | 28% | 0 | +0 | -0 | 79.9 | OK |
| LAKATLCO | LAKE CREEK ABOVE TWIN LAKES RESERVOIR, CO. | 26.0 | 26% | 0 | -2 | -5 | 78.3 | OK |
| ARKGRNCO | ARKANSAS RIVER AT GRANITE, CO. | 100.8 | 23% | 0 | +33 | +36 | 115.8 | OK |
| CCACCRCO | CLEAR CREEK ABOVE CLEAR CREEK RESERVOIR, CO. | 23.7 | 39% | 0 | -2 | -0 | 80.1 | OK |
| ARKNATCO | ARKANSAS RIVER NEAR NATHROP, CO | 208.0 | 30% | 0 | +26 | +32 | 39.2 | OK |
| ARKSALCO | ARKANSAS RIVER AT SALIDA, CO. | 197.3 | 28% | 0 | +13 | +6 | 116.8 | OK |
| ARKWELCO | ARKANSAS RIVER NEAR WELLSVILLE, CO. | 253.9 | 35% | 0 | +33 | +33 | 65.2 | OK |
| COLDITCO | COLUMBINE DITCH NEAR FREMONT PASS, CO. | 0.0 | 0% | 0 | +0 | +0 | 77.3 | OK |
| EWIDITCO | EWING DITCH AT TENNESSEE PASS, CO. | 0.0 | 0% | 0 | +0 | +0 | 73.2 | OK |
| WURDITCO | WURTZ DITCH NEAR TENNESSEE PASS | 0.0 | 0% | 0 | +0 | +0 | 78.5 | OK |
| WUREXTCO | WURTZ EXTENSION | 0.0 | 0% | 0 | +0 | +0 | 35.0 | OK |
| BOUTUNCO | CHARLES H. BOUSTEAD TUNNEL | 0.0 | 0% | 0 | -0 | -3 | 54.8 | OK |
| CCBCCRCO | CLEAR CREEK BELOW CLEAR CREEK RESERVOIR | 32.4 | 46% | 8 | +4 | +7 | 53.6 | OK |
| CHCRNACO | CHALK CREEK AT NATHROP | 17.7 | 43% | 10 | +3 | +5 | 55.6 | OK |
| COCRBVCO | COTTONWOOD CREEK NEAR BUENA VISTA | 3.3 | 42% | 27 | -5 | +2 | 51.6 | OK |
| TWITUNCO | TWIN LAKES TUNNEL | 6.4 | 24% | 30 | -0 | -3 | 90.9 | OK |
Call details in gantt above
32 alert(s) · 16 warning(s) · 32 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.