Bootstrap review report — d6_wd43_white_river_basin
Generated 2026-08-15 09:11 UTC for Division 6 / Water District 43.
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: WHITE 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 |
|---|---|
| WHITE RIVER (assumed mainstem) | 177 |
| PICEANCE CREEK | 95 |
| NORTH FORK WHITE RIVER | 41 |
| FLAG CREEK | 31 |
| BLACK SULPHUR CREEK | 22 |
| SOUTH FORK WHITE RIVER | 20 |
| MARVINE CREEK | 13 |
| WEST MILLER CREEK | 13 |
| CURTIS CREEK | 12 |
| MILLER CREEK | 11 |
| FAWN CREEK | 11 |
| HUNTER CREEK | 10 |
| DRY FORK PICEANCE CREEK | 10 |
| WEST CREEK | 9 |
| NORTH ELK CREEK | 9 |
| COAL CREEK | 8 |
| BIG BEAVER CREEK | 7 |
| WILLOW CREEK | 7 |
| EVANS GULCH | 7 |
| UTE CREEK | 6 |
| MIDDLE STEWART CREEK | 6 |
| BOX ELDER CREEK | 5 |
| STRAWBERRY CREEK | 5 |
| PRICE CREEK | 5 |
| BIG FISH CREEK | 4 |
| STEWART GULCH | 4 |
| CHERRY CREEK | 4 |
| VAUGHN CREEK | 4 |
| FOURTEENMILE CREEK | 4 |
| PELTIER CREEK | 4 |
2. Diversion / return classification
Auto-classified from structureType + name patterns: 642 diversions, 32 returns, 69 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)
33 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 |
|---|---|---|---|---|
| 4302317 | DESERADO MINE WATER SYSTEM | other | diversion | Domestic, Fire, Industrial, Irrigation |
| 4302342 | RANGELY SEWAGE TREATMENT PLANT DISCHARGE SYSTEM | other | diversion | Domestic, Fishery, Industrial, Irrigation, Municipal, Recreation |
| 4303219 | ELK CREEK EQUESTRIAN WELL | other | diversion | Commercial, Domestic, Irrigation, Stock |
| 4303235 | RBR LODGE WELL NO. 1 | other | diversion | Commercial |
| 4303237 | RBR PIONEER WELL NO. 2 | other | diversion | Commercial, Domestic, Irrigation |
| 4303238 | RBR COOK WELL NO. 3 | other | diversion | Commercial, Domestic, Irrigation |
| 4303239 | RBR LONGVIEW WELL NO. 4 | other | diversion | Commercial, Domestic, Irrigation |
| 4303240 | RBR SAGEBRUSH WELL NO. 5 | other | diversion | Commercial, Domestic, Irrigation |
| 4303242 | DEWATERING SYSTEM WELL SH-3 | other | diversion | Fire, Industrial |
| 4303314 | DEWATERING SYSTEM WELL SH-4 | other | diversion | Domestic, Fire, Industrial, Irrigation |
| 4305005 | LITTLE HILLS WELL 13 | other | diversion | Irrigation |
| 4305007 | LITTLE HILLS WELL 15 | other | diversion | Domestic, Fishery, Irrigation |
| 4305031 | BLUE MOUNTAIN WELL NO 2 | other | diversion | Domestic, Fire, Irrigation, Stock |
| 4305035 | DINOSAUR MUN WELL 1 | other | diversion | Municipal |
| 4305051 | RIO BLANCO RANCH WELL 1 | other | diversion | Commercial |
| 4305070 | ELK CREEK LODGE WELL NO. 1 | other | diversion | Commercial, Domestic, Fire, Irrigation |
| 4305071 | ELK CREEK LODGE WELL NO. 2 | other | diversion | Commercial, Domestic, Fire, Irrigation |
| 4305109 | LOVE WELL NO. 1 | other | diversion | Stock |
| 4305117 | NATEC WELL NO 26-90-1 | other | diversion | Commercial, Domestic, Industrial, Irrigation, Municipal, Stock, Storage |
| 4305119 | NATEC WELL NO WSW-2 | other | diversion | Commercial, Domestic, Industrial, Irrigation, Municipal, Stock, Storage |
| 4305123 | LOVE WELL NO. 2 | other | diversion | Commercial, Domestic |
| 4305124 | NATEC WELL NO WSW-3 | other | diversion | Domestic, Industrial, Stock |
| 4305125 | NATEC WELL NO WSW-4 | other | diversion | Domestic, Industrial, Stock |
| 4305126 | FRANKLIN WELL | other | diversion | Irrigation |
| 4306005 | BUTE NO 25 WELL | other | diversion | Commercial, Domestic, Industrial, Irrigation, Stock |
| 4306029 | HUNTER CREEK WELL 1 | other | diversion | Domestic, Industrial, Irrigation, Municipal, Recreation |
| 4306041 | HUNTER CREEK WELL 2 | other | diversion | Domestic, Industrial, Irrigation, Municipal, Recreation |
| 4306045 | MEEKER WELL B 1 | other | diversion | Municipal |
| 4306046 | MEEKER WELL B 2 | other | diversion | Municipal |
| 4306047 | MEEKER WELL B 3 | other | diversion | Municipal |
| 4306048 | MEEKER WELL B 4 | other | diversion | Municipal |
| 4306050 | HUNTER CREEK WELL 3 | other | diversion | Domestic, Industrial, Irrigation, Municipal, Recreation |
| 4306052 | OIL SHALE CORP WELL | other | diversion | Domestic, Industrial, Irrigation |
3. Suspected nested tributaries
33 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 |
|---|---|
| WEST CREEK <-> WEST DOUGLAS CREEK | tributary's downstream NHD trace (comid 5312658) first overlaps WEST DOUGLAS CREEK's own downstream trace at index 2 (next-nearest candidate: none) |
| FORBES CREEK <-> NORTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1343068) first overlaps NORTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 9)) |
| HUNTER CREEK <-> FAWN CREEK | tributary's downstream NHD trace (comid 3240671) first overlaps FAWN CREEK's own downstream trace at index 4 (next-nearest candidate: ('MAINSTEM', 30)) |
| BLACK SULPHUR CREEK <-> PICEANCE CREEK | tributary's downstream NHD trace (comid 3240623) first overlaps PICEANCE CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 27)) |
| MARVINE CREEK <-> NORTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1342870) first overlaps NORTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 20)) |
| BIG FISH CREEK <-> NORTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1343044) first overlaps NORTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: none) |
| BLACKS GULCH <-> MAINSTEM | tributary's downstream NHD trace (comid 1341734) first overlaps MAINSTEM's own downstream trace at index 9 (next-nearest candidate: none) |
| STEWART GULCH <-> FAWN CREEK | tributary's downstream NHD trace (comid 3240777) first overlaps FAWN CREEK's own downstream trace at index 14 (next-nearest candidate: none) |
| TEDS GULCH <-> MAINSTEM | tributary's downstream NHD trace (comid 1340994) first overlaps MAINSTEM's own downstream trace at index 17 (next-nearest candidate: none) |
| UTE CREEK <-> NORTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1342852) first overlaps NORTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 17)) |
| STRAWBERRY CREEK <-> FLAG CREEK | tributary's downstream NHD trace (comid 1342538) first overlaps FLAG CREEK's own downstream trace at index 8 (next-nearest candidate: ('MAINSTEM', 19)) |
| CHERRY CREEK <-> NORTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1343936) first overlaps NORTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 4)) |
| FAWN CREEK <-> BLACK SULPHUR CREEK | tributary's downstream NHD trace (comid 3240637) first overlaps BLACK SULPHUR CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 29)) |
| WEST MILLER CREEK <-> MILLER CREEK | tributary's downstream NHD trace (comid 1344564) first overlaps MILLER CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 6)) |
| VAUGHN CREEK <-> NORTH ELK CREEK | tributary's downstream NHD trace (comid 1344404) first overlaps NORTH ELK CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 4)) |
| COTTONWOOD CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1342680) first overlaps MAINSTEM's own downstream trace at index 24 (next-nearest candidate: none) |
| FOURTEENMILE CREEK <-> PICEANCE CREEK | tributary's downstream NHD trace (comid 3240843) first overlaps PICEANCE CREEK's own downstream trace at index 1 (next-nearest candidate: none) |
| MILLER CREEK <-> WEST MILLER CREEK | tributary's downstream NHD trace (comid 1344458) first overlaps WEST MILLER CREEK's own downstream trace at index 0 (next-nearest candidate: ('MAINSTEM', 5)) |
| PELTIER CREEK <-> SOUTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1344340) first overlaps SOUTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 13)) |
| DICKERVILLE CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1342750) first overlaps MAINSTEM's own downstream trace at index 18 (next-nearest candidate: none) |
| WILLOW CREEK <-> FAWN CREEK | tributary's downstream NHD trace (comid 3240989) first overlaps FAWN CREEK's own downstream trace at index 11 (next-nearest candidate: none) |
| MIDDLE STEWART CREEK <-> STEWART GULCH | tributary's downstream NHD trace (comid 3241461) first overlaps STEWART GULCH's own downstream trace at index 2 (next-nearest candidate: none) |
| GOOSEBERRY CREEK <-> NORTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1343952) first overlaps NORTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 2)) |
| WHITE CREEK <-> SOUTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1344280) first overlaps SOUTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 9)) |
| HILL CREEK <-> SOUTH FORK WHITE RIVER | tributary's downstream NHD trace (comid 1344500) first overlaps SOUTH FORK WHITE RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 17)) |
| WEST DOUGLAS CREEK <-> WEST CREEK | tributary's downstream NHD trace (comid 5312750) first overlaps WEST CREEK's own downstream trace at index 3 (next-nearest candidate: none) |
| LITTLE BEAVER CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1342834) first overlaps MAINSTEM's own downstream trace at index 18 (next-nearest candidate: none) |
| PAPOOSE CREEK <-> UTE CREEK | tributary's downstream NHD trace (comid 1343216) first overlaps UTE CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 18)) |
| SULPHUR CREEK <-> CURTIS CREEK | tributary's downstream NHD trace (comid 1342304) first overlaps CURTIS CREEK's own downstream trace at index 6 (next-nearest candidate: ('MAINSTEM', 7)) |
| PRICE CREEK <-> DEEP CHANNEL CREEK | tributary's downstream NHD trace (comid 1340856) first overlaps DEEP CHANNEL CREEK's own downstream trace at index 0 (next-nearest candidate: ('MAINSTEM', 22)) |
| DEEP CHANNEL CREEK <-> PRICE CREEK | tributary's downstream NHD trace (comid 1340906) first overlaps PRICE CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 19)) |
| CURTIS CREEK <-> COAL CREEK | tributary's downstream NHD trace (comid 1342628) first overlaps COAL CREEK's own downstream trace at index 2 (next-nearest candidate: ('MAINSTEM', 5)) |
| RYAN GULCH <-> WILLOW CREEK | tributary's downstream NHD trace (comid 3240619) first overlaps WILLOW CREEK's own downstream trace at index 10 (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 |
|---|---|---|---|---|
| SOUTH FORK WHITE RIVER | NORTH FORK WHITE RIVER | 0.78 | 0.54 | ambiguous -- tied earliest overlap at index 3: ['NORTH FORK WHITE RIVER', 'MAINSTEM'] |
| NORTH FORK WHITE RIVER | SOUTH FORK WHITE RIVER | 0.45 | 0.81 | ambiguous -- tied earliest overlap at index 1: ['SOUTH FORK WHITE RIVER', 'MAINSTEM'] |
| EVANS GULCH | STREHLKE DRAW | 1.01 | 1.28 | ambiguous -- tied earliest overlap at index 2: ['STREHLKE DRAW', 'MAINSTEM'] |
| WOLF CREEK | BOX ELDER CREEK | 11.1 | 15.93 | tributary's downstream NHD trace didn't overlap any candidate parent's own downstream trace within 40km |
4. Gage placement risk
4 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) |
|---|---|---|---|
| PATBUDCO | PATTERSON CREEK NEAR BUDGES RESORT, CO. | SOUTH FORK WHITE RIVER | 4.6 |
| YELTRICO | YELLOW CREEK TRIBUTARY NEAR 84 RANCH, CO. | WILLOW CREEK | 3.79 |
| DUCKRACO | DUCK CREEK NEAR 84 RANCH, CO. | WILLOW CREEK | 3.76 |
| BOXENECO | BOX ELDER GULCH NEAR RANGELY, CO. | WILLOW CREEK | 2.92 |
51 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 09:22 from 55 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 469 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 25% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 147,489 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 — 99.81% day-level agreement with USGS's own published records for the same gages, across 31 co-listed station(s) and 174,495 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.
55 gage(s) / 392,366 daily values (1901-10-01–2026-07-06); 941 structure(s) with diversion records; 3293 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. 9 gage(s) and 490 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1974. 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 | 3 | 0 |
| 1910s | 3 | 0 |
| 1920s | 1 | 0 |
| 1930s | 1 | 0 |
| 1940s | 2 | 0 |
| 1950s | 4 | 54 |
| 1960s | 10 | 108 |
| 1970s | 34 | 317 |
| 1980s | 26 | 304 |
| 1990s | 14 | 478 |
| 2000s | 9 | 567 |
| 2010s | 9 | 385 |
| 2020s | 9 | 250 |
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 |
|---|---|---|---|---|---|
|
▸
CORRAL GULCH BELOW WATER GULCH, NR RANGELY, CO. CORWATCO |
↑ increasing | +160.7% | p=0.013 | 16 | ~1982 |
|
▸
CORRAL GULCH NEAR RANGELY, CO CORNRACO |
↓ decreasing | -45.1% | p=0.000 | 53 | ~2001 |
|
▸
YELLOW CREEK NEAR WHITE RIVER, CO. YELWHICO |
↓ decreasing | -27.4% | p=0.000 | 49 | ~2004 |
|
▸
WHITE RIVER BELOW BOISE CREEK, NEAR RANGELY, CO. WHIBOICO |
↓ decreasing | -23.0% | p=0.000 | 44 | ~2000 |
|
▸
PICEANCE CREEK BL RYAN GULCH, NR RIO BLANCO, CO. PICRYACO |
↓ decreasing | -22.1% | p=0.001 | 60 | ~1998 |
|
▸
PICEANCE CREEK AT WHITE RIVER, CO PICRAWCO |
↓ decreasing | -18.7% | p=0.010 | 57 | ~1999 |
|
▸
WHITE RIVER NEAR MEEKER, CO. WHIMEECO |
↓ decreasing | -1.6% | p=0.004 | 122 | ~1933 |
48 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: 25% of 832 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 (1952–2026)
Mass-balance kinks computed for every summer month back to 1952 (2381 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.
- NORTH FORK WHITE RIVER NEAR BUFORD, CO.: reach shifted from +367 cfs to -46 cfs summer mean (more losing, p=0.019, 17 yr) [sedimentary uplands: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records] [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]
- SOUTH FORK WHITE RIVER AT BUDGES RESORT, CO.: reach shifted from +179 cfs to -361 cfs summer mean (more losing, p=0.003, 21 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=-0.65) -- part of it may be unaccounted water becoming accounted, not hydrologic change]
- LOST CREEK NEAR BUFORD, CO.: reach shifted from -8 cfs to -382 cfs summer mean (more losing, p=0.001, 25 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization]
- PICEANCE CREEK AT WHITE RIVER, CO: reach shifted from -104 cfs to -621 cfs summer mean (more losing, p=0.000, 57 yr) [sedimentary uplands: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records] [measurement-evolution caution: this shift co-moves with the growth of the gage/metering network (rho=-0.54) -- part of it may be unaccounted water becoming accounted, not hydrologic change]
Groundwater now has its own tab: 438 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 137 reservoir(s), end-of-year storage back to 1962, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 65-year window with full coverage (1962–2026), the dominant shared pattern across 3 gage(s) explains 99% 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.
The basin's aquifer story, from 24,232 water-level measurements across 438 monitored well(s) (302 alluvial, 34 bedrock, rest unclassified) — plus 31 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 40 well(s) with enough record for a trend test: 16 declining, 7 rising.
| Fastest-declining wells | Setting | ft / decade | Span | p |
|---|---|---|---|---|
| ▸ SC00109814ADC2 TH 75-6B | unknown | -15.36 | 36 yr | 0.0001 |
| ▸ WS-14B | bedrock | -9.27 | 48 yr | 0.0 |
| ▸ WS-06A | bedrock | -5.45 | 48 yr | 0.0 |
| ▸ WS-04 | bedrock | -4.32 | 54 yr | 0.0 |
| ▸ WS-06B | bedrock | -3.65 | 48 yr | 0.0001 |
| ▸ WS-20 | bedrock | -1.85 | 52 yr | 0.0 |
| ▸ WS-12 | bedrock | -1.57 | 51 yr | 0.0 |
| ▸ WS-08A | bedrock | -1.4 | 49 yr | 0.0046 |
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.
NORTH FORK WHITE RIVER NEAR BUFORD, CO.: 8 alluvial well(s) nearby
LOST CREEK NEAR BUFORD, CO.: 5 alluvial well(s) nearby
PICEANCE CREEK AT WHITE RIVER, CO: 5 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.
137 reservoir(s) with 10,886 storage measurement(s), 1962–2026. Basin storage as of 2025-10-31 (the record's own end — reservoir records publish ~annually): 7,985 AF across 51 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 |
|---|---|---|
| ▸ MOON LAKE PL (4302132) | 13,800 | 2002-10-31 |
| ▸ TAYLOR DRAW RES (4304433) | 6,578 | 2025-10-31 |
| ▸ JOHNNIE JOHNSON RESERVOIR (4303642) | 789 | 2025-10-31 |
| ▸ TAYLOR DRAW PWR CONDUIT (4302571) | 620 | 2013-05-02 |
| ▸ RIO BLANCO LAKE FDR (4301120) | 500 | 2002-10-28 |
| ▸ SKINNY FISH RESERVOIR (4303659) | 301 | 2018-08-13 |
| ▸ MCGINNIS MEADOW RES (4303651) | 87 | 2015-09-11 |
| ▸ GREENO DITCH 2 (4302474) | 81 | 2002-10-31 |
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: 4401 across 3293 structure(s); 204 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 ~1974 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- MACLEAR NO 2 DITCH (4300786) (1935-07-01, 0.8 cfs decreed): last active 1966 — 59 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- STORY SPRING 2 (4301138) (1986-10-10, 0.0 cfs decreed): last active 1968 — 57 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- GRIFFITH DITCH NO 1 (4300667) (1887-05-01, 0.3 cfs decreed): last active 1969 — 56 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- SYLVAN SPRING (4301153) (1987-05-23, 0.0 cfs decreed): last active 1969 — 56 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- MOO POND SPRING (4301154) (1987-05-23, 0.0 cfs decreed): last active 1969 — 56 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- FEED YARD SPRING 2 (4301155) (1970-04-17, 0.0 cfs decreed): last active 1969 — 56 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- FEED YARD SPRING 3 (4301156) (1972-05-10, 0.2 cfs decreed): last active 1969 — 56 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- FEED YARD SPRING 4 (4301157) (1974-10-04, 0.1 cfs decreed): last active 1969 — 56 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- ROJO SPRING PL 1 (4301158) (1955-06-25, 0.0 cfs decreed): last active 1969 — 56 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
- ROJO SPRING PL 2 (4301159) (1955-06-25, 0.0 cfs decreed): last active 1969 — 56 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1974) -- early absence of record is weak evidence of nonuse
Compliance screens (522 advisory flags)
Screened 732 of 3293 structures with rights (850 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.
- FULTON IRR & FEEDER D (4300649): Observed p99 daily rate 140.0 cfs (max 160.0) exceeds total decreed absolute 2.0 cfs across 13913 recorded day(s).
- MILLER CREEK DITCH (4300819): Observed p99 daily rate 125.0 cfs (max 141.4) exceeds total decreed absolute 124.0 cfs across 25315 recorded day(s).
- POWELL PARK DITCH (4300883): Observed p99 daily rate 90.0 cfs (max 118.0) exceeds total decreed absolute 82.6 cfs across 41741 recorded day(s).
- STEWART SPRING 1 (4301073): Observed p99 daily rate 67.0 cfs (max 90.0) exceeds total decreed absolute 0.0 cfs across 1420 recorded day(s).
- MCCARTHY SPRING 1 (4301074): Observed p99 daily rate 63.1 cfs (max 84.0) exceeds total decreed absolute 0.0 cfs across 1396 recorded day(s).
- MCDOWELL NO 2 DITCH (4301855): Observed p99 daily rate 62.9 cfs (max 67.9) exceeds total decreed absolute 5.0 cfs across 5491 recorded day(s).
- OLD AGENCY DITCH (4300849): Observed p99 daily rate 62.5 cfs (max 267.0) exceeds total decreed absolute 35.4 cfs across 21498 recorded day(s).
- RAINBOW LAKE DITCH (4300888): Observed p99 daily rate 55.0 cfs (max 55.0) exceeds total decreed absolute 35.0 cfs across 35384 recorded day(s).
- LOWLAND DITCH (4300777): Observed p99 daily rate 46.0 cfs (max 46.0) exceeds total decreed absolute 8.4 cfs across 13400 recorded day(s).
- SOUTH SIDE HIGHLINE D (4300935): Observed p99 daily rate 38.1 cfs (max 57.0) exceeds total decreed absolute 33.0 cfs across 26338 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| TAYLOR DRAW PWR CONDUIT (4302571) | 1962-07-03 | 2 | 745.0 | 0 | yes |
| HIGHLAND DITCH (4300694) | 1886-05-01 | 7 | 249.0 | 0 | — |
| WHITE RIVER MSF (4301845) | 1977-11-15 | 1 | 200.0 | 0 | — |
| MEEKER POWER DITCH (4300809) | 1911-03-15 | 3 | 180.0 | 0 | — |
| OAK RIDGE PARK DITCH (4300848) | 1887-12-20 | 7 | 133.0 | 0 | — |
| MILLER CREEK DITCH (4300819) | 1896-06-01 | 5 | 124.0 | 0 | yes |
| NORTH FORK WHITE RIVER MSF MARVINE CREEK (4302338) | 1977-11-15 | 1 | 120.0 | 0 | — |
| NIBLOCK DITCH (4300842) | 1885-03-08 | 10 | 99.0 | 0 | yes |
| POWELL PARK DITCH (4300883) | 1880-05-01 | 4 | 82.6 | 0 | — |
| SOUTH FORK WHITE R MSF (4302344) | 1977-11-15 | 1 | 80.0 | 0 | — |
| NORTH FORK WHITE RIVER ( (4303358) | 2019-01-29 | 1 | 74.0 | 0 | — |
| NORTH FORK WHITE RIVER MSF RIPPLE CK TO (4302339) | 1977-11-15 | 1 | 70.0 | 0 | — |
| COAL CREEK MESA DITCH (4300578) | 1883-05-14 | 9 | 63.0 | 0 | — |
| MARVINE CREEK MINIMUM STREAM FLOW (4302334) | 1977-11-15 | 1 | 40.0 | 0 | — |
| OLD AGENCY DITCH (4300849) | 1884-04-20 | 5 | 35.4 | 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.