{"report":{"report":{"id":"CNR-CF5859FD59A3","inputs_fingerprint":"CNI-F2FBC0738EF8","kind":"site","format_version":16,"generated_at":"2026-09-26T23:07:03+00:00","engine_version":"0.9.0","attributed":true,"retained":true,"notice":null,"provisional":true,"time_zone":{"key":"America/Los_Angeles","zone":"Pacific","words":"Pacific Time","basis":"Found from the site's location in the U.S. Department of Transportation's time zone boundaries (Bureau of Transportation Statistics, updated Jan 5, 2023), stored with CurveNumber.","placed":"inside"}},"subject":{"site_id":"site_8d09ebf92cfcdff9","site_name":"Pasture to townhomes, Hillsboro, Oregon","address":"","project":"Example 3b: Pacific Northwest rainfall","client":"Example builder (fictional)","jurisdiction":"Washington County, Oregon","drawn_boundary":{"centroid":{"lat":45.521,"lon":-123.01849999999999},"bounds":{"north":45.522,"south":45.52,"east":-123.017,"west":-123.02},"area_ac":12.87430485189816}},"storm":{"depth_in":3.72,"duration_hr":24.0,"rainfall":{"depth":{"magnitude":3.72,"unit":"in","origin":"derived","label":"24-hr 25 year depth (mean)","explanation":"24-hr 25 year depth (mean) = 3.72 in (derived from NOAA Atlas 2 (1973) (Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded Sep 24, 2026)) 24-hr duration, 25 year ARI, partial duration series, Oregon: read off the return-period diagram (Figure 6) on the straight line through the 2 year (2.25 in) and 100 year (4.62 in) 24-hr depths, at 0.621 of the way from the 2 year line, as the Atlas directs; those depths read at the grid cell under the site centroid retrieved Sep 26, 2026)","source":"NOAA Atlas 2 (1973) (Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded 2026-09-24)) 24-hr duration, 25 year ARI, partial duration series, Oregon: read off the return-period diagram (Figure 6) on the straight line through the 2 year (2.25 in) and 100 year (4.62 in) 24-hr depths, at 0.621 of the way from the 2 year line, as the Atlas directs; those depths read at the grid cell under the site centroid retrieved 2026-09-26","registry_key":null,"note":"Miller, J. F, R. H. Frederick and R. J. Tracey, 1973. Precipitation-Frequency Atlas of the Western United States, NOAA Atlas 2, Volume IX (Washington) and Volume X (Oregon). National Weather Service, Silver Spring, MD. Grids from NOAA/National Weather Service/Office of Hydrologic Development/Hydrometeorological Design Studies Center (HDSC) and the Bureau of Reclamation, public domain. Partial duration series, as the Atlas states for these maps. Atlas 2 publishes no confidence interval. NAD27 grid, not shifted to the site's datum (the shift is a fraction of one cell)."},"duration_hr":{"magnitude":24.0,"unit":"hr","origin":"computed","label":"storm duration","explanation":"storm duration = 24 hr (computed from supplied with this run)","source":null,"registry_key":null,"note":"Supplied to CurveNumber rather than produced by it, so it carries no source of its own. Where it came from is recorded by the layer that supplied it, against the area or the setting it belongs to. The curve number method has no rainfall intensity term, so the duration does not change a curve number result. It is published because it governs the Green-Ampt path, because it says which published depth the rainfall above is, and because a reviewer will ask for it."},"selection":"estimate","note":"The depth this run was computed at is the design storm estimate in force on this site, so that estimate's own provenance is published here: it is the same value the estimates panel shows, quoted rather than recomputed. Whether the return period behind it is the one the governing requirement asks for is a regulatory choice this product does not make."},"note":"The curve number method has no rainfall intensity term. The duration is recorded because it governs the Green-Ampt path and because a reviewer will ask for it, not because it changes a curve number result."},"headline":{"available":true,"reason":"","depth_reduction_in":{"magnitude":-0.474344,"unit":"in","origin":"computed","label":"runoff depth reduction","explanation":"runoff depth reduction = -0.474344 in (computed from pre depth, post depth)","source":null,"registry_key":null,"note":""},"volume_reduction_cf":{"magnitude":-22169.132002,"unit":"ft3","origin":"computed","label":"runoff volume reduction","explanation":"runoff volume reduction = -22,169 cu ft (computed from pre volume, post volume)","source":null,"registry_key":null,"note":""},"percent_reduction":{"magnitude":-22.974561,"unit":"percent","origin":"computed","label":"reduction","explanation":"reduction = -22.9746 percent (computed from pre depth, post depth)","source":null,"registry_key":null,"note":""},"existing_depth_in":{"magnitude":2.064649,"unit":"in","origin":"computed","label":"runoff depth (distributed)","explanation":"runoff depth (distributed) = 2.06465 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, open space, Open space, fair condition, soil C, from land cover Developed, low intensity, Pasture, grassland or range, fair condition, soil C, from land cover Pasture/hay, Open space, fair condition, soil C, from land cover Developed, medium intensity, Impervious (measured), soil D, Pasture, grassland or range, fair condition, soil D, from land cover Pasture/hay, Open space, fair condition, soil D, from land cover Developed, open space)","source":null,"registry_key":null,"note":"Runoff computed per area then area weighted. This is the reported result."},"proposed_depth_in":{"magnitude":2.538993,"unit":"in","origin":"computed","label":"runoff depth (distributed)","explanation":"runoff depth (distributed) = 2.53899 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, low intensity, Open space, fair condition, soil C, from land cover Developed, medium intensity, Impervious (measured), soil D, Townhomes, 1/8 acre or less, on group C, Townhomes, 1/8 acre or less, on group D, Open space, fair condition, soil D, from land cover Developed, open space)","source":null,"registry_key":null,"note":"Runoff computed per area then area weighted. This is the reported result."},"existing_volume_cf":{"magnitude":96488.75526,"unit":"ft3","origin":"computed","label":"runoff volume","explanation":"runoff volume = 96,489 cu ft (computed from runoff depth, area=12.874 ac)","source":null,"registry_key":null,"note":""},"proposed_volume_cf":{"magnitude":118657.887262,"unit":"ft3","origin":"computed","label":"runoff volume","explanation":"runoff volume = 118,658 cu ft (computed from runoff depth, area=12.874 ac)","source":null,"registry_key":null,"note":""},"change_depth_in":0.474344,"change_volume_cf":22169.132002,"change_percent":22.97587106628408,"deprecated_keys":"depth reduction in, volume reduction cf and percent reduction are existing less proposed and will be removed; use change depth in, change volume cf and change percent (proposed less existing)."},"practice":null,"peak":{"basis":"NRCS unit hydrograph peak, lag = 0.6 Tc (NEH Part 630, Chapter 16)","unit_hydrograph":{"key":"standard","name":"NRCS standard dimensionless unit hydrograph","label":"NRCS standard dimensionless unit hydrograph (peak rate factor 484)","prf":484.0,"basis":"default","why":"the site is not on the Delmarva coastal plain and no local rule asks for another","auto_key":"standard","override":null,"source":"NEH Part 630 (edition not established by the transcriber) Chapter 16, dimensionless unit hydrograph ordinates","checked":false},"unit_hydrograph_words":"Unit hydrograph: the NRCS standard dimensionless unit hydrograph (peak rate factor 484), because the site is not on the Delmarva coastal plain and no local rule asks for another.","distribution":"NRCS Type IA","storm_duration_hr":24.0,"duration_note":"","distribution_note":"Distribution: NRCS Type IA, chosen for this run. TR-55 Figure B-2 assigns the NRCS type by county; this product does not hold that map, so the choice has not been checked against it.","distribution_source":"entered","tc_hr":0.227692,"tc_existing_hr":0.227692,"tc_proposed_hr":0.2277,"tc_source":"estimate","tc_source_words":"taken from the site's time of concentration estimate","tc_notes":[],"tc_proposed_source":"estimate","tc_proposed_estimate":{"differs":true,"surface":"short grass prairie","existing_surface":"short grass prairie","path_words":"1060 ft at 4.10 percent","impervious_share":0.153,"estimate_proposed_hr":0.2277,"estimate_existing_hr":0.2277,"ratio":1.0,"existing_in_force_hr":0.227692,"existing_in_force_source":"estimate","tc_hr":0.2277,"basis":"estimate","sentence":"CurveNumber's estimate of the proposed time of concentration: 0.228 hr, by the same TR-55 method and flow path as the existing estimate (1060 ft at 4.10 percent), with sheet flow over short grass prairie for the proposed cover (15% impervious). Accept it or enter your own."},"shared_tc_note":"","existing":{"available":true,"peak_cfs":{"magnitude":6.146352602149493,"unit":"cfs","label":"peak discharge","note":"NRCS unit hydrograph peak, lag = 0.6 Tc (NEH Part 630, Chapter 16). NRCS standard dimensionless unit hydrograph (peak rate factor 484). The site's own runoff hydrograph with no practice on it, computed by the same unit hydrograph and convolution the routed path uses. Time step 0.025 hr. The peak uses the 24 hour NRCS Type IA storm shape, whatever duration the runoff volume was computed for. The unit hydrograph shape table was transcribed and has not been checked against the source. The NRCS Type IA rainfall distribution was read from the published NRCS table by script and has not yet had a second person's check."},"time_to_peak_hr":{"magnitude":8.025,"unit":"hr","label":"time to peak discharge","note":""},"tc_hr":0.227692,"tc_used_hr":0.227692,"dt_hr":0.025,"distribution":"NRCS Type IA","loss_method":"M-CN","storm_duration_hr":24.0,"basis":"NRCS unit hydrograph peak, lag = 0.6 Tc (NEH Part 630, Chapter 16)","assumptions":[],"disclosure":"The unit hydrograph shape table was transcribed and has not been checked against the source. The NRCS Type IA rainfall distribution was read from the published NRCS table by script and has not yet had a second person's check.","refusal_id":null,"reason":"","waived":[],"unit_hydrograph":"NRCS standard dimensionless unit hydrograph (peak rate factor 484)","peak_rate_factor":484.0},"proposed":{"available":true,"peak_cfs":{"magnitude":8.046902078353808,"unit":"cfs","label":"peak discharge","note":"NRCS unit hydrograph peak, lag = 0.6 Tc (NEH Part 630, Chapter 16). NRCS standard dimensionless unit hydrograph (peak rate factor 484). The site's own runoff hydrograph with no practice on it, computed by the same unit hydrograph and convolution the routed path uses. Time step 0.025 hr. The peak uses the 24 hour NRCS Type IA storm shape, whatever duration the runoff volume was computed for. The unit hydrograph shape table was transcribed and has not been checked against the source. The NRCS Type IA rainfall distribution was read from the published NRCS table by script and has not yet had a second person's check."},"time_to_peak_hr":{"magnitude":8.0,"unit":"hr","label":"time to peak discharge","note":""},"tc_hr":0.2277,"tc_used_hr":0.2277,"dt_hr":0.025,"distribution":"NRCS Type IA","loss_method":"M-CN","storm_duration_hr":24.0,"basis":"NRCS unit hydrograph peak, lag = 0.6 Tc (NEH Part 630, Chapter 16)","assumptions":[],"disclosure":"The unit hydrograph shape table was transcribed and has not been checked against the source. The NRCS Type IA rainfall distribution was read from the published NRCS table by script and has not yet had a second person's check.","refusal_id":null,"reason":"","waived":[],"unit_hydrograph":"NRCS standard dimensionless unit hydrograph (peak rate factor 484)","peak_rate_factor":484.0},"reduction_cfs":-1.900549476204315,"reason":"","disclosure":"The unit hydrograph shape table was transcribed and has not been checked against the source. The NRCS Type IA rainfall distribution was read from the published NRCS table by script and has not yet had a second person's check.","tc_labels":{"existing":"CurveNumber's estimate","proposed":"CurveNumber's estimate for the proposed cover, on the same flow path as the existing estimate"},"tc_basis_note":""},"soil_range":null,"soil_waiver":null,"refusal":null,"coverage":{"ok":true,"severity":"","totals_ac":{"proposed":12.874442046220604,"existing":12.874304851898161},"boundary_area_ac":12.874305,"basis":"Volumes and peaks are computed over the areas entered: 12.874 ac existing and 12.874 ac proposed. The drawn boundary is 12.874 ac.","areas_method":"Land cover and soil were read from 30 m map squares. Each square counts only for the part of it inside your boundary, so the derived areas are shares of the 12.874 ac you drew. Your boundary is about 57.9 of those squares. The areas total 12.874 ac.","legacy_derivation":false,"unanswered_cover":[],"answered_cover":[],"folded_cover":["On soil group D, 0.099 ac of Developed, low intensity (4.8% of that group) was folded into Pasture/hay; both are CN 84, so the site figure does not change."],"problems":[],"passed":["Existing and proposed both total 12.874 ac; they differ by 6 sq ft (0.00 percent), which is within the 0.064 ac tolerance and is shown as information, not as a finding.","The existing areas total 12.874 ac against the 12.874 ac boundary, within 2 percent.","The proposed areas total 12.874 ac against the 12.874 ac boundary, within 2 percent."],"note":"The area areas were compared with each other and with the site boundary, and they agree."},"geography":{"located":true,"location":{"boundary":{"origin":"drawn","origin_note":"This boundary was drawn or loaded on the map. It was NOT geocoded: this product does not turn an address into an area of interest, because the Census geocoder returns a point interpolated along a street centerline and runoff computed around such a point is runoff for a piece of road. The coordinates below are the polygon a person drew, and every dataset on this report was read over that polygon and over nothing else.","crs":"WGS84 decimal degrees (EPSG:4326), longitude first","centroid":{"lon":-123.0185,"lat":45.521},"bounds":{"west":-123.02,"south":45.52,"east":-123.017,"north":45.522},"vertex_count":4,"vertices":[[-123.02,45.52],[-123.017,45.52],[-123.017,45.522],[-123.02,45.522]],"vertices_truncated":false,"vertices_note":"","area_ac":12.87430485189816,"area_sqm":52100.46327383955,"hole_count":0},"claims":[{"field":"state","value":"Oregon","source":"USDA NRCS SSURGO survey area OR067","basis":"read from a federal dataset over this boundary","checked":true,"note":"The first two characters of a survey area symbol are the postal code of the state the survey area is administered under. The soil groups on this report were read from OR067 over the boundary above.","soils_rating":"rated"},{"field":"state","value":"Oregon","source":"US Census Bureau geocoder, geographies at the boundary centroid","basis":"looked up from the boundary's own coordinate","checked":true,"note":"Washington County, Oregon, read from US Census Geocoder (current boundaries) at -123.018500, 45.521000. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},{"field":"county","value":"Washington County","source":"US Census Bureau geocoder, geographies at the boundary centroid","basis":"looked up from the boundary's own coordinate","checked":true,"note":"The county whose published boundary contains the centroid -123.018500, 45.521000. A site straddling a county line lies in two counties and this names the one its middle falls in. It is where the ground is and not a statement about which authority reviews the application."},{"field":"state","value":"Oregon","source":"NOAA Atlas 2 (1973) Volume X (Oregon)","basis":"read from a federal dataset over this boundary","checked":true,"note":"NOAA Atlas 2 Volume X is published for Oregon alone, and the grid cells the rainfall depths were read from lie in it."}],"silent_datasets":[{"dataset":"Annual NLCD Land Cover (CONUS) 2024","why":"A national map is sampled at this boundary's own coordinates, so it agrees with the boundary whatever the boundary is and is not evidence about where the boundary is."}],"survey_area_symbols":["OR067"],"survey_states":["Oregon"],"soils_rating":"rated","census":{"state":"Oregon","state_usps":"OR","county":"Washington County","county_fips":"41067","describe":"Washington County, Oregon, read from US Census Geocoder (current boundaries) at -123.018500, 45.521000. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},"census_note":"","state":"Oregon","county":"Washington County","note":"Every dataset on this report was read over the boundary printed above. Each statement about the county and the state carries the source it came from and whether anything checked it."},"soils_rating":"rated","why_not":"","consistency":{"ok":true,"problems":[],"dataset_states":["Oregon"],"dataset_county":"Washington County","claims":[{"field":"state","value":"Oregon","source":"USDA NRCS SSURGO survey area OR067","basis":"read from a federal dataset over this boundary","checked":true,"note":"The first two characters of a survey area symbol are the postal code of the state the survey area is administered under. The soil groups on this report were read from OR067 over the boundary above.","soils_rating":"rated"},{"field":"state","value":"Oregon","source":"US Census Bureau geocoder, geographies at the boundary centroid","basis":"looked up from the boundary's own coordinate","checked":true,"note":"Washington County, Oregon, read from US Census Geocoder (current boundaries) at -123.018500, 45.521000. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},{"field":"county","value":"Washington County","source":"US Census Bureau geocoder, geographies at the boundary centroid","basis":"looked up from the boundary's own coordinate","checked":true,"note":"The county whose published boundary contains the centroid -123.018500, 45.521000. A site straddling a county line lies in two counties and this names the one its middle falls in. It is where the ground is and not a statement about which authority reviews the application."},{"field":"state","value":"Oregon","source":"NOAA Atlas 2 (1973) Volume X (Oregon)","basis":"read from a federal dataset over this boundary","checked":true,"note":"NOAA Atlas 2 Volume X is published for Oregon alone, and the grid cells the rainfall depths were read from lie in it."}],"address":"","address_resolved":false,"address_note":"No address is recorded for this site, so there is nothing to hold the boundary against. The location of this site is the drawn polygon and the datasets read over it.","compared":["the project's jurisdiction line"],"unreadable":[],"note":"The state and county named by the datasets were compared with every geographic statement typed onto this file, and they agree."},"outside_datasets":[]},"refusals":[],"sources":{"available":true,"note":"","area_ac":12.874305,"area_basis":"geodesic area of the derived boundary","land_cover":{"dataset":"Annual NLCD Land Cover (CONUS)","year":2024,"resolution_m":30.000000000186755,"pixel_area_sqm":900.0000000112053,"pixels_used":78,"pixels_over_area":57.889404302819734,"pixels_note":"n is the boundary's area measured in land cover map squares: the area divided by the area of one square. Every square that touches the boundary is counted only for the part of it inside, so the derived areas add up to the boundary. n says how many independent readings of the ground the land cover rests on; a site of a few squares is coarse for this dataset whatever its areas add up to.","aoi_area_sqm":52100.46327383955,"sampled_area_sqm":52100.46326632178,"edge_fraction_lower_bound":1.442938045671007e-10,"sampled_outside_share":null,"edge_note":"Squares along the boundary are counted for the part of them inside it, so no ground outside the boundary is classified as part of the site and no ground inside it is left out.","sufficient":true,"impervious_measured":true,"impervious_source":"Annual NLCD Fractional Impervious Surface (CONUS) (Annual NLCD Fractional Impervious Surface (CONUS), 2024, 30 m, EPSG:5070 native grid) 78 pixels at 30 m retrieved Sep 26, 2026","source":"Annual NLCD Land Cover (CONUS) (Annual NLCD Land Cover (CONUS), 2024, 30 m, EPSG:5070 native grid) retrieved 2026-09-26","caveats":["1 land cover class was folded into a larger class on the same soil group, because each was smaller than one 30 m land cover pixel (0.222 ac) on that soil group, below what the map resolves: On soil group D, 0.099 ac of Developed, low intensity (4.8% of that group) was folded into Pasture/hay; both are CN 84, so the site figure does not change. Waiving the fold keeps every class at its own share."],"classes":[{"code":21,"name":"Developed, open space","fraction":0.3731588299010984},{"code":81,"name":"Pasture/hay","fraction":0.31552122704346885},{"code":22,"name":"Developed, low intensity","fraction":0.26481918157575385},{"code":23,"name":"Developed, medium intensity","fraction":0.046500761479679166}]},"soils":{"survey_areas":[{"areasymbol":"OR067","edition":"OR067 v25 2025-09-09"}],"map_units":6,"rated_map_units":6,"unrated_map_units":0,"unrated_share":0,"rating":"rated","units":[{"musym":"37A","muname":"Quatama loam, 0 to 3 percent slopes","mukey":"61491","share":0.3018551840630017,"published":"C","dual":false,"used":"C","how":"The survey publishes C for this map unit. Nothing was decided.","origin":"derived","areasymbol":"OR067"},{"musym":"30","muname":"McBee silty clay loam","mukey":"61469","share":0.24807306117746947,"published":"C","dual":false,"used":"C","how":"The survey publishes C for this map unit. Nothing was decided.","origin":"derived","areasymbol":"OR067"},{"musym":"37D","muname":"Quatama loam, 12 to 20 percent slopes","mukey":"61494","share":0.17535847944576044,"published":"C","dual":false,"used":"C","how":"The survey publishes C for this map unit. Nothing was decided.","origin":"derived","areasymbol":"OR067"},{"musym":"1","muname":"Aloha silt loam","mukey":"61419","share":0.11326238177830818,"published":"C/D","dual":true,"used":"C","how":"dual group C/D on map unit Aloha silt loam (1) = 0 policy flag (overridden by CurveNumber Examples on Sep 26, 2026, 4:05 PM PDT, was 1, reason: Drain tile record: The owner's drain tile plan (fictional, dated 1998, for this example) shows 4 inch clay tile at 40 foot spacing under the whole pasture, outletting to the roadside ditch, and the tile was found working on the site walk. Drained, so group C.)","origin":"overridden","areasymbol":"OR067"},{"musym":"43","muname":"Wapato silty clay loam","mukey":"61507","share":0.10235004349986812,"published":"C/D","dual":true,"used":"D","how":"dual group C/D on map unit Wapato silty clay loam (43) = 1 policy flag (overridden by CurveNumber Examples on Sep 26, 2026, 4:05 PM PDT, was 1, reason: Observed on site: The Wapato soil is the low swale along the south edge, which the tile plan does not reach and which held standing water on the site walk. Undrained, so group D.)","origin":"overridden","areasymbol":"OR067"},{"musym":"2027A","muname":"Verboort silty clay loam, 0 to 3 percent slopes","mukey":"61506","share":0.05909821610859122,"published":"D","dual":false,"used":"D","how":"The survey publishes D for this map unit. Nothing was decided.","origin":"derived","areasymbol":"OR067"}],"unmapped_share":2.633927000839087e-06,"geometry_notes":[],"source":"USDA NRCS SSURGO via Soil Data Access (SSURGO, OR067 v25 2025-09-09) retrieved 2026-09-26"},"derivation_refusal":null},"method":{"badge":"The curve number method, chosen by the storm depth rule: Judged area by area on each area's own curve number: P of 3.72 in is above 5 Ia on every area that yields a material share of the runoff. The curve number governs.","method":"M-CN","band":"R3","gate":"the storm depth rule","reason":"Judged area by area on each area's own curve number: P of 3.72 in is above 5 Ia on every area that yields a material share of the runoff. The curve number governs.","cn_reportable":true,"sensitivity":"A five CN unit uncertainty either way on every area's curve number moves the site's area weighted runoff at this depth from 1.68 in to 2.44 in, against 2.06 in as computed, a factor of 1.4 from end to end.","surfaces":{"existing":[{"name":"Impervious (measured), soil C","cn":98.0,"area_ac":1.8409273527699688,"band":"R3","ia_in":0.040816,"depth_in":3.485827,"method":"curve number, standard","minor":false},{"name":"Open space, fair condition, soil C, from land cover Developed, open space","cn":79.0,"area_ac":3.3266854905542327,"band":"R3","ia_in":0.531646,"depth_in":1.738726,"method":"curve number, standard","minor":false},{"name":"Open space, fair condition, soil C, from land cover Developed, low intensity","cn":79.0,"area_ac":2.740049568632072,"band":"R3","ia_in":0.531646,"depth_in":1.738726,"method":"curve number, standard","minor":false},{"name":"Pasture, grassland or range, fair condition, soil C, from land cover Pasture/hay","cn":79.0,"area_ac":2.39152174645305,"band":"R3","ia_in":0.531646,"depth_in":1.738726,"method":"curve number, standard","minor":false},{"name":"Open space, fair condition, soil C, from land cover Developed, medium intensity","cn":79.0,"area_ac":0.49657874913201655,"band":"R3","ia_in":0.531646,"depth_in":1.738726,"method":"curve number, standard","minor":false},{"name":"Impervious (measured), soil D","cn":98.0,"area_ac":0.1282883846870314,"band":"R3","ia_in":0.040816,"depth_in":3.485827,"method":"curve number, standard","minor":false},{"name":"Pasture, grassland or range, fair condition, soil D, from land cover Pasture/hay","cn":84.0,"area_ac":1.2056555686702732,"band":"R3","ia_in":0.380952,"depth_in":2.126172,"method":"curve number, standard","minor":false},{"name":"Open space, fair condition, soil D, from land cover Developed, open space","cn":84.0,"area_ac":0.7445979909995161,"band":"R3","ia_in":0.380952,"depth_in":2.126172,"method":"curve number, standard","minor":false}],"proposed":[{"name":"Impervious (measured), soil C","cn":98.0,"area_ac":1.8409273527699688,"band":"R3","ia_in":0.040816,"depth_in":3.485827,"method":"curve number, standard","minor":false},{"name":"Open space, fair condition, soil C, from land cover Developed, low intensity","cn":79.0,"area_ac":2.740049568632072,"band":"R3","ia_in":0.531646,"depth_in":1.738726,"method":"curve number, standard","minor":false},{"name":"Open space, fair condition, soil C, from land cover Developed, medium intensity","cn":79.0,"area_ac":0.49657874913201655,"band":"R3","ia_in":0.531646,"depth_in":1.738726,"method":"curve number, standard","minor":false},{"name":"Impervious (measured), soil D","cn":98.0,"area_ac":0.1282883846870314,"band":"R3","ia_in":0.040816,"depth_in":3.485827,"method":"curve number, standard","minor":false},{"name":"Townhomes, 1/8 acre or less, on group C","cn":90.0,"area_ac":5.718,"band":"R3","ia_in":0.222222,"depth_in":2.654533,"method":"curve number, standard","minor":false},{"name":"Townhomes, 1/8 acre or less, on group D","cn":92.0,"area_ac":1.206,"band":"R3","ia_in":0.173913,"depth_in":2.847763,"method":"curve number, standard","minor":false},{"name":"Open space, fair condition, soil D, from land cover Developed, open space","cn":84.0,"area_ac":0.7445979909995161,"band":"R3","ia_in":0.380952,"depth_in":2.126172,"method":"curve number, standard","minor":false}]},"proposed_badge":"The curve number method, chosen by the storm depth rule: Judged area by area on each area's own curve number: P of 3.72 in is above 5 Ia on every area that yields a material share of the runoff. The curve number governs.","depth_note":""},"aggregation":{"distributed_in":{"magnitude":2.064649,"unit":"in","origin":"computed","label":"runoff depth (distributed)","explanation":"runoff depth (distributed) = 2.06465 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, open space, Open space, fair condition, soil C, from land cover Developed, low intensity, Pasture, grassland or range, fair condition, soil C, from land cover Pasture/hay, Open space, fair condition, soil C, from land cover Developed, medium intensity, Impervious (measured), soil D, Pasture, grassland or range, fair condition, soil D, from land cover Pasture/hay, Open space, fair condition, soil D, from land cover Developed, open space)","source":null,"registry_key":null,"note":"Runoff computed per area then area weighted. This is the reported result."},"composite_in":{"magnitude":2.018176,"unit":"in","origin":"computed","label":"runoff depth (composite)","explanation":"runoff depth (composite) = 2.01818 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, open space, Open space, fair condition, soil C, from land cover Developed, low intensity, Pasture, grassland or range, fair condition, soil C, from land cover Pasture/hay, Open space, fair condition, soil C, from land cover Developed, medium intensity, Impervious (measured), soil D, Pasture, grassland or range, fair condition, soil D, from land cover Pasture/hay, Open space, fair condition, soil D, from land cover Developed, open space)","source":null,"registry_key":null,"note":"Area weighted CN then runoff. What a reviewer computing by hand obtains."},"composite_cn":{"magnitude":82.663605,"unit":"CN","origin":"computed","label":"area weighted CN","explanation":"area weighted CN = 82.7 CN (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, open space, Open space, fair condition, soil C, from land cover Developed, low intensity, Pasture, grassland or range, fair condition, soil C, from land cover Pasture/hay, Open space, fair condition, soil C, from land cover Developed, medium intensity, Impervious (measured), soil D, Pasture, grassland or range, fair condition, soil D, from land cover Pasture/hay, Open space, fair condition, soil D, from land cover Developed, open space)","source":null,"registry_key":null,"note":""},"divergence_pct":{"magnitude":-2.250892,"unit":"percent","origin":"computed","label":"composite less distributed","explanation":"composite less distributed = -2.25089 percent (computed from distributed, composite)","source":null,"registry_key":null,"note":"Signed. The direction reverses between small and large P."},"explanation":"The two paths differ because runoff is a non-linear function of the curve number, so averaging the curve numbers first and averaging the runoff first do not give the same answer; the distributed path is reported because it applies the method to each surface as the method was fitted, and the composite path is printed beside it because it is what a reviewer recomputing by hand from a single area weighted curve number will obtain."},"aggregation_proposed":{"distributed_in":{"magnitude":2.538993,"unit":"in","origin":"computed","label":"runoff depth (distributed)","explanation":"runoff depth (distributed) = 2.53899 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, low intensity, Open space, fair condition, soil C, from land cover Developed, medium intensity, Impervious (measured), soil D, Townhomes, 1/8 acre or less, on group C, Townhomes, 1/8 acre or less, on group D, Open space, fair condition, soil D, from land cover Developed, open space)","source":null,"registry_key":null,"note":"Runoff computed per area then area weighted. This is the reported result."},"composite_in":{"magnitude":2.497137,"unit":"in","origin":"computed","label":"runoff depth (composite)","explanation":"runoff depth (composite) = 2.49714 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, low intensity, Open space, fair condition, soil C, from land cover Developed, medium intensity, Impervious (measured), soil D, Townhomes, 1/8 acre or less, on group C, Townhomes, 1/8 acre or less, on group D, Open space, fair condition, soil D, from land cover Developed, open space)","source":null,"registry_key":null,"note":"Area weighted CN then runoff. What a reviewer computing by hand obtains."},"composite_cn":{"magnitude":88.298585,"unit":"CN","origin":"computed","label":"area weighted CN","explanation":"area weighted CN = 88.3 CN (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, low intensity, Open space, fair condition, soil C, from land cover Developed, medium intensity, Impervious (measured), soil D, Townhomes, 1/8 acre or less, on group C, Townhomes, 1/8 acre or less, on group D, Open space, fair condition, soil D, from land cover Developed, open space)","source":null,"registry_key":null,"note":""},"divergence_pct":{"magnitude":-1.648535,"unit":"percent","origin":"computed","label":"composite less distributed","explanation":"composite less distributed = -1.64853 percent (computed from distributed, composite)","source":null,"registry_key":null,"note":"Signed. The direction reverses between small and large P."},"reduction_distributed_in":-0.4743439999999999,"reduction_composite_in":-0.47896099999999997},"conditions":{"proposed":[{"id":"seg_999d1bd63dcfb0ce","condition_id":"cnd_ea68121ca677b821","name":"Impervious (measured), soil C","area_ac":1.8409273527699688,"cover_key":"","hsg":"C","cn":98.0,"impervious_fraction":1.0,"geometry_json":null,"sort_order":0,"origin":null,"source":null,"mark":"copied","history":{"how":"copied","by":"CurveNumber Examples","at":"2026-09-26T23:06:38+00:00","source":"existing","from":"seg_8c378812244ff39b","copied_from_how":"derived","edits":[]},"story":"Copied from the existing condition by CurveNumber Examples on Sep 26, 2026, 4:06 PM PDT; the area it was copied from was read from the datasets."},{"id":"seg_e61b41abdbc4cf9d","condition_id":"cnd_ea68121ca677b821","name":"Open space, fair condition, soil C, from land cover Developed, low intensity","area_ac":2.740049568632072,"cover_key":"open_space_fair","hsg":"C","cn":79.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":2,"origin":null,"source":null,"mark":"copied","history":{"how":"copied","by":"CurveNumber Examples","at":"2026-09-26T23:06:38+00:00","source":"existing","from":"seg_f2b820c8f5f3fb56","copied_from_how":"derived","edits":[]},"story":"Copied from the existing condition by CurveNumber Examples on Sep 26, 2026, 4:06 PM PDT; the area it was copied from was read from the datasets."},{"id":"seg_acec0eda03f1cd16","condition_id":"cnd_ea68121ca677b821","name":"Open space, fair condition, soil C, from land cover Developed, medium intensity","area_ac":0.49657874913201655,"cover_key":"open_space_fair","hsg":"C","cn":79.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":4,"origin":null,"source":null,"mark":"copied","history":{"how":"copied","by":"CurveNumber Examples","at":"2026-09-26T23:06:38+00:00","source":"existing","from":"seg_25a83e0a4dee0463","copied_from_how":"derived","edits":[]},"story":"Copied from the existing condition by CurveNumber Examples on Sep 26, 2026, 4:06 PM PDT; the area it was copied from was read from the datasets."},{"id":"seg_339eeb521f3333b9","condition_id":"cnd_ea68121ca677b821","name":"Impervious (measured), soil D","area_ac":0.1282883846870314,"cover_key":"","hsg":"D","cn":98.0,"impervious_fraction":1.0,"geometry_json":null,"sort_order":5,"origin":null,"source":null,"mark":"copied","history":{"how":"copied","by":"CurveNumber Examples","at":"2026-09-26T23:06:38+00:00","source":"existing","from":"seg_974bb3935a192f9a","copied_from_how":"derived","edits":[]},"story":"Copied from the existing condition by CurveNumber Examples on Sep 26, 2026, 4:06 PM PDT; the area it was copied from was read from the datasets."},{"id":"seg_81bbeaa1c9628166","condition_id":"cnd_ea68121ca677b821","name":"Townhomes, 1/8 acre or less, on group C","area_ac":5.718,"cover_key":"residential_eighth_acre","hsg":"C","cn":90.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":5,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Residential districts, 1/8 acre or less, town houses (65 percent impervious), CN 90 for hydrologic soil group C","mark":"entered","history":{"how":"typed","by":"CurveNumber Examples","at":"2026-09-26T23:06:52+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Area, cover and soil group typed by CurveNumber Examples on Sep 26, 2026, 4:06 PM PDT."},{"id":"seg_e2598c77e1556d91","condition_id":"cnd_ea68121ca677b821","name":"Townhomes, 1/8 acre or less, on group D","area_ac":1.206,"cover_key":"residential_eighth_acre","hsg":"D","cn":92.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":6,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Residential districts, 1/8 acre or less, town houses (65 percent impervious), CN 92 for hydrologic soil group D","mark":"entered","history":{"how":"typed","by":"CurveNumber Examples","at":"2026-09-26T23:06:56+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Area, cover and soil group typed by CurveNumber Examples on Sep 26, 2026, 4:06 PM PDT."},{"id":"seg_ec180d33a027a48c","condition_id":"cnd_ea68121ca677b821","name":"Open space, fair condition, soil D, from land cover Developed, open space","area_ac":0.7445979909995161,"cover_key":"open_space_fair","hsg":"D","cn":84.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":7,"origin":null,"source":null,"mark":"copied","history":{"how":"copied","by":"CurveNumber Examples","at":"2026-09-26T23:06:38+00:00","source":"existing","from":"seg_60fbfe543832e39d","copied_from_how":"derived","edits":[]},"story":"Copied from the existing condition by CurveNumber Examples on Sep 26, 2026, 4:06 PM PDT; the area it was copied from was read from the datasets."}],"existing":[{"id":"seg_8c378812244ff39b","condition_id":"cnd_46bc902471b30c75","name":"Impervious (measured), soil C","area_ac":1.8409273527699688,"cover_key":"","hsg":"C","cn":98.0,"impervious_fraction":1.0,"geometry_json":null,"sort_order":0,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Impervious, paved and roofed, CN 98 for hydrologic soil group C","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T23:05:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 4:05 PM PDT."},{"id":"seg_01a4b6a4e4c77e46","condition_id":"cnd_46bc902471b30c75","name":"Open space, fair condition, soil C, from land cover Developed, open space","area_ac":3.3266854905542327,"cover_key":"open_space_fair","hsg":"C","cn":79.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":1,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Open space, fair condition, CN 79 for hydrologic soil group C","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T23:05:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 4:05 PM PDT."},{"id":"seg_f2b820c8f5f3fb56","condition_id":"cnd_46bc902471b30c75","name":"Open space, fair condition, soil C, from land cover Developed, low intensity","area_ac":2.740049568632072,"cover_key":"open_space_fair","hsg":"C","cn":79.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":2,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Open space, fair condition, CN 79 for hydrologic soil group C","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T23:05:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 4:05 PM PDT."},{"id":"seg_96ae6f303fb7953b","condition_id":"cnd_46bc902471b30c75","name":"Pasture, grassland or range, fair condition, soil C, from land cover Pasture/hay","area_ac":2.39152174645305,"cover_key":"pasture_fair","hsg":"C","cn":79.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":3,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2c, Pasture, grassland or range, fair condition, CN 79 for hydrologic soil group C","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T23:05:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 4:05 PM PDT."},{"id":"seg_25a83e0a4dee0463","condition_id":"cnd_46bc902471b30c75","name":"Open space, fair condition, soil C, from land cover Developed, medium intensity","area_ac":0.49657874913201655,"cover_key":"open_space_fair","hsg":"C","cn":79.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":4,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Open space, fair condition, CN 79 for hydrologic soil group C","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T23:05:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 4:05 PM PDT."},{"id":"seg_974bb3935a192f9a","condition_id":"cnd_46bc902471b30c75","name":"Impervious (measured), soil D","area_ac":0.1282883846870314,"cover_key":"","hsg":"D","cn":98.0,"impervious_fraction":1.0,"geometry_json":null,"sort_order":5,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Impervious, paved and roofed, CN 98 for hydrologic soil group D","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T23:05:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 4:05 PM PDT."},{"id":"seg_eb152e1b82c59c5e","condition_id":"cnd_46bc902471b30c75","name":"Pasture, grassland or range, fair condition, soil D, from land cover Pasture/hay","area_ac":1.2056555686702732,"cover_key":"pasture_fair","hsg":"D","cn":84.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":6,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2c, Pasture, grassland or range, fair condition, CN 84 for hydrologic soil group D","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T23:05:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 4:05 PM PDT."},{"id":"seg_60fbfe543832e39d","condition_id":"cnd_46bc902471b30c75","name":"Open space, fair condition, soil D, from land cover Developed, open space","area_ac":0.7445979909995161,"cover_key":"open_space_fair","hsg":"D","cn":84.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":7,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Open space, fair condition, CN 84 for hydrologic soil group D","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T23:05:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 4:05 PM PDT."}]},"assumptions":[{"key":"condition.default","quantity":"Hydrologic condition","value":1.0,"unit":"class index","class":"C5","confidence":"Low","worth":"5 to 12 CN units. One of the two largest silent levers in the method.","displaced_by":"A site visit, current aerial imagery, or a measured ground cover fraction against the NEH Chapter 9 mapping.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Fair is the mid-range assignment and avoids systematic bias. Recorded as a judgment, not a citation, because a user told this is 'the published default' will not think to change it, and a user told it is a mid-range assumption worth 5 to 12 CN units will.","overridable":true},{"key":"method.band_lower","quantity":"Curve number suppression band, lower","value":2.0,"unit":"multiples of Ia","class":"C6","confidence":"Low","worth":"A five CN unit uncertainty is worth a factor of 18.1 at 1.5 Ia, 4.4 at 2 Ia, 2.3 at 3 Ia and 1.4 at 9 Ia.","displaced_by":"Expert panel calibration.","source":null,"reasoning":"REASONED, NOT MEASURED. Proposed default awaiting calibration.","overridable":false},{"key":"method.band_upper","quantity":"Curve number caution band, upper","value":5.0,"unit":"multiples of Ia","class":"C6","confidence":"Low","worth":"Above this the method is in the regime it was fitted for.","displaced_by":"Expert panel calibration.","source":null,"reasoning":"REASONED, NOT MEASURED.","overridable":false},{"key":"impervious.connectivity","quantity":"Impervious connectivity","value":0.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"Bounded at 10.2 CN units. Figure 2-4 adjusts the composite as CN = CNp + (Pimp/100)(98 - CNp)(1 - R/2), so the whole span from fully connected to fully unconnected is 0.5 (Pimp/100)(98 - CNp), largest at the 30 percent total impervious ceiling the figure is valid to and at the lowest pervious curve number TR-55 publishes, which is 30: 0.15 x 68 = 10.2 units. At a pervious CN of 61 the same bound is 5.55 units, and at 80 it is 2.7.","displaced_by":"A delineated drainage path showing impervious area discharging to pervious ground. Automated detection from LiDAR routing is an open gap.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The conservative assumption.","overridable":true},{"key":"hsg.dual_resolution","quantity":"Dual hydrologic soil group resolution","value":1.0,"unit":"policy flag","class":"C5","confidence":"Low","worth":"Enormous. Open space in good condition on A/D is CN 39 drained against CN 80 undrained. At P = 3 in, pasture on B against D is 0.365 in against 1.250 in, a factor of 3.42.","displaced_by":"User attestation that artificial drainage is present, or a drain tile record.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The conservative choice, matching the physical condition absent evidence of drainage.","overridable":true},{"key":"crosswalk.nlcd_21","quantity":"Cover type, NLCD 21 developed open space","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"Against using the TR-55 residential 1 acre lot row as the pervious cover, which already contains 20 percent impervious, group B composite is 65.0 against 71.3 at the measured 10.9 percent impervious, and 0.507 in against 0.773 in, 52 percent more runoff. The family choice itself is nearly free, because the open space and pasture rows are identical digit for digit; the condition axis is not, at 69 against 61 on group B and 0.670 in against 0.365 in.","displaced_by":"Site imagery or a site visit establishing the condition of the pervious cover, or a high resolution land cover product that separates turf from tree canopy.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Class 21 is vegetation on lots under 20 percent impervious: parks, golf courses, large lot residential, roadside verge. TR-55 open space, described as lawns, parks, golf courses and cemeteries, is the row that names that vegetation. Maps to open_space with the condition left to condition.default, which deliberately does not follow TR-55's own assumption that urban pervious area is in good condition.","overridable":true}],"assumptions_total":11,"assumptions_state":[{"key":"condition.default","quantity":"Hydrologic condition","value":1.0,"unit":"class index","class":"C5","confidence":"Low","worth":"5 to 12 CN units. One of the two largest silent levers in the method.","displaced_by":"A site visit, current aerial imagery, or a measured ground cover fraction against the NEH Chapter 9 mapping.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Fair is the mid-range assignment and avoids systematic bias. Recorded as a judgment, not a citation, because a user told this is 'the published default' will not think to change it, and a user told it is a mid-range assumption worth 5 to 12 CN units will.","overridable":true,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"method.band_lower","quantity":"Curve number suppression band, lower","value":2.0,"unit":"multiples of Ia","class":"C6","confidence":"Low","worth":"A five CN unit uncertainty is worth a factor of 18.1 at 1.5 Ia, 4.4 at 2 Ia, 2.3 at 3 Ia and 1.4 at 9 Ia.","displaced_by":"Expert panel calibration.","source":null,"reasoning":"REASONED, NOT MEASURED. Proposed default awaiting calibration.","overridable":false,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"method.band_upper","quantity":"Curve number caution band, upper","value":5.0,"unit":"multiples of Ia","class":"C6","confidence":"Low","worth":"Above this the method is in the regime it was fitted for.","displaced_by":"Expert panel calibration.","source":null,"reasoning":"REASONED, NOT MEASURED.","overridable":false,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"impervious.connectivity","quantity":"Impervious connectivity","value":0.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"Bounded at 10.2 CN units. Figure 2-4 adjusts the composite as CN = CNp + (Pimp/100)(98 - CNp)(1 - R/2), so the whole span from fully connected to fully unconnected is 0.5 (Pimp/100)(98 - CNp), largest at the 30 percent total impervious ceiling the figure is valid to and at the lowest pervious curve number TR-55 publishes, which is 30: 0.15 x 68 = 10.2 units. At a pervious CN of 61 the same bound is 5.55 units, and at 80 it is 2.7.","displaced_by":"A delineated drainage path showing impervious area discharging to pervious ground. Automated detection from LiDAR routing is an open gap.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The conservative assumption.","overridable":true,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"hsg.dual_resolution","quantity":"Dual hydrologic soil group resolution","value":1.0,"unit":"policy flag","class":"C5","confidence":"Low","worth":"Enormous. Open space in good condition on A/D is CN 39 drained against CN 80 undrained. At P = 3 in, pasture on B against D is 0.365 in against 1.250 in, a factor of 3.42.","displaced_by":"User attestation that artificial drainage is present, or a drain tile record.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The conservative choice, matching the physical condition absent evidence of drainage.","overridable":true,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":"","partly_replaced":{"who":"CurveNumber Examples","when":"2026-09-26T23:05:58+00:00","magnitude":1.0,"prior_magnitude":1.0,"reason":"Observed on site: The Wapato soil is the low swale along the south edge, which the tile plan does not reach and which held standing water on the site walk. Undrained, so group D.","flagged":false,"label":"dual group C/D on map unit Wapato silty clay loam (43)","parameter_record":1999},"acted_records":[1998,1999]},{"key":"crosswalk.nlcd_21","quantity":"Cover type, NLCD 21 developed open space","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"Against using the TR-55 residential 1 acre lot row as the pervious cover, which already contains 20 percent impervious, group B composite is 65.0 against 71.3 at the measured 10.9 percent impervious, and 0.507 in against 0.773 in, 52 percent more runoff. The family choice itself is nearly free, because the open space and pasture rows are identical digit for digit; the condition axis is not, at 69 against 61 on group B and 0.670 in against 0.365 in.","displaced_by":"Site imagery or a site visit establishing the condition of the pervious cover, or a high resolution land cover product that separates turf from tree canopy.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Class 21 is vegetation on lots under 20 percent impervious: parks, golf courses, large lot residential, roadside verge. TR-55 open space, described as lawns, parks, golf courses and cemeteries, is the row that names that vegetation. Maps to open_space with the condition left to condition.default, which deliberately does not follow TR-55's own assumption that urban pervious area is in good condition.","overridable":true,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"crosswalk.nlcd_22","quantity":"Cover type, NLCD 22 developed low intensity","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"9.2 CN units on group B against the double counted alternative. The residential 1/4 acre row is exactly 0.38 x 98 + 0.62 x 61 = 75.06, so it already holds its impervious share; using it as the pervious cover and adding the measured 34.6 percent impervious as its own area gives 83.0 where the correct composite is 73.8, and 1.444 in against 0.898 in, 61 percent high. Both sides are on TR-55's own good condition assumption for urban pervious area, so the figure isolates the double counting from the condition choice; under the defaulted fair condition it is 3.9 CN units and 21.5 percent. Preferring the class midpoint of 38 percent to the measured 34.6 is worth a further 1.3 CN units and 7.3 percent.","displaced_by":"A high resolution land cover product that resolves roofs and driveways, or a site plan giving the actual lot coverage.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Maps to open_space for the PERVIOUS remainder only, with the measured impervious fraction carried as its own segment. The composite residential rows are not used at all, because they are a class midpoint for imperviousness with a cover assumption stapled to it.","overridable":true,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"crosswalk.nlcd_81","quantity":"Cover type, NLCD 81 pasture and hay","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"11 CN units on group B against the meadow row: pasture Fair 69 against meadow 58, which is 0.670 in against 0.274 in, a factor of 2.4.","displaced_by":"Whether the field is grazed or cut for hay, which the operator knows and no raster records.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS, though this is the closest thing to a name match in the crosswalk. NLCD merges grazed pasture with hay and TR-55 separates them: meadow is protected from grazing and mowed, and is published as a single Good condition row. Maps to pasture with the condition left to condition.default, because choosing meadow would assert a good condition as well as a cover type.","overridable":true,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"crosswalk.nlcd_23","quantity":"Cover type, NLCD 23 developed medium intensity","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"8.1 CN units on group B against reading the 1/8 acre lot row as the pervious cover and adding the measured 66.4 percent impervious on top: 93.6 against 85.6, and 2.314 in against 1.630 in, 42 percent high. Class midpoint against measured imperviousness is small on this class, 0.55 CN units and 2.5 percent at the defaulted fair condition, because 64.5 and the measured 66.4 nearly agree.","displaced_by":"A high resolution land cover product, or a site plan. The pervious condition is displaced by imagery showing whether the remnant is established turf or compacted fill.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Maps to open_space for the pervious remainder. At this intensity the remnant is a third of the area and is more often compacted than established, which argues for Poor rather than the defaulted Fair, at 79 against 69 on group B.","overridable":true,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"cn.lambda","quantity":"Initial abstraction ratio","value":0.2,"unit":"dimensionless","class":"C1","confidence":"Verified","worth":"Switching to 0.05 with the converted CN roughly doubles runoff at P = 1 in and changes it about 4 percent at P = 3 in.","displaced_by":"Not displaceable by evidence: no measurement of a site changes the ratio a table was fitted at. A person may state the other published convention, 0.05, and the retention is then converted with it through “Coefficient of the 0.2 to 0.05 retention conversion” and “Exponent of the 0.2 to 0.05 retention conversion”. A ratio with no published conversion is refused under “The curve numbers do not fit this initial abstraction ratio” rather than computed.","source":"NEH Part 630 (2004) Chapter 10","reasoning":"No site measurement changes the ratio a published table was fitted at, so evidence cannot displace this value. What a person may do is choose the other published convention, 0.05, and the retention is then converted to it. The 4 percent figure above compares the two conventions after that conversion.","overridable":false,"tier":"groupable","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"cn.impervious","quantity":"Curve number, connected impervious","value":98.0,"unit":"CN","class":"C2","confidence":"Verified","worth":"Against direct depression storage subtraction at Sd = 0.05 in, CN 98 understates impervious runoff by 34.6 percent at P = 0.4 in, 25.5 percent at 0.6 in and 16.7 percent at 1.0 in.","displaced_by":"Not displaceable as a table value; CurveNumber routes impervious areas to direct subtraction instead.","source":"USDA NRCS TR-55 (1986, 2nd ed.) Chapter 2","reasoning":"","overridable":true,"tier":"groupable","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_cb73a7997a01cfd8","carried_from":null,"adoption":null,"what_the_adoption_means":""}],"acknowledgement":{"total":11,"in_force":11,"acknowledged":0,"pending":11,"displaced":0,"adopted":0,"carried_from_other_runs":0,"standing_acceptances":0,"one_at_a_time_pending":9,"groupable_pending":2,"complete":false,"provisional":true,"tier_rule":"An entry is accepted on its own when it has no published source (a judgment, or a threshold CurveNumber chose) or when its confidence is low. Every other entry (a method constant, a published table, a local manual's figure or a research value rated moderate or better) may be accepted together with others in one act, and the record says so.","sentence":"11 assumptions carried this answer and a person has accepted 0 of them. 11 carry no acceptance, so this report is provisional.","as_of":"2026-09-26T23:23:49+00:00","subsequent_acts":0},"subsequent_acts":[],"unsourced_defaults":[{"key":"condition.default","quantity":"Hydrologic condition","value":1.0,"unit":"class index","class":"C5","confidence":"Low","worth":"5 to 12 CN units. One of the two largest silent levers in the method.","displaced_by":"A site visit, current aerial imagery, or a measured ground cover fraction against the NEH Chapter 9 mapping.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Fair is the mid-range assignment and avoids systematic bias. Recorded as a judgment, not a citation, because a user told this is 'the published default' will not think to change it, and a user told it is a mid-range assumption worth 5 to 12 CN units will.","overridable":true},{"key":"method.band_lower","quantity":"Curve number suppression band, lower","value":2.0,"unit":"multiples of Ia","class":"C6","confidence":"Low","worth":"A five CN unit uncertainty is worth a factor of 18.1 at 1.5 Ia, 4.4 at 2 Ia, 2.3 at 3 Ia and 1.4 at 9 Ia.","displaced_by":"Expert panel calibration.","source":null,"reasoning":"REASONED, NOT MEASURED. Proposed default awaiting calibration.","overridable":false},{"key":"method.band_upper","quantity":"Curve number caution band, upper","value":5.0,"unit":"multiples of Ia","class":"C6","confidence":"Low","worth":"Above this the method is in the regime it was fitted for.","displaced_by":"Expert panel calibration.","source":null,"reasoning":"REASONED, NOT MEASURED.","overridable":false},{"key":"impervious.connectivity","quantity":"Impervious connectivity","value":0.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"Bounded at 10.2 CN units. Figure 2-4 adjusts the composite as CN = CNp + (Pimp/100)(98 - CNp)(1 - R/2), so the whole span from fully connected to fully unconnected is 0.5 (Pimp/100)(98 - CNp), largest at the 30 percent total impervious ceiling the figure is valid to and at the lowest pervious curve number TR-55 publishes, which is 30: 0.15 x 68 = 10.2 units. At a pervious CN of 61 the same bound is 5.55 units, and at 80 it is 2.7.","displaced_by":"A delineated drainage path showing impervious area discharging to pervious ground. Automated detection from LiDAR routing is an open gap.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The conservative assumption.","overridable":true},{"key":"hsg.dual_resolution","quantity":"Dual hydrologic soil group resolution","value":1.0,"unit":"policy flag","class":"C5","confidence":"Low","worth":"Enormous. Open space in good condition on A/D is CN 39 drained against CN 80 undrained. At P = 3 in, pasture on B against D is 0.365 in against 1.250 in, a factor of 3.42.","displaced_by":"User attestation that artificial drainage is present, or a drain tile record.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The conservative choice, matching the physical condition absent evidence of drainage.","overridable":true},{"key":"crosswalk.nlcd_21","quantity":"Cover type, NLCD 21 developed open space","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"Against using the TR-55 residential 1 acre lot row as the pervious cover, which already contains 20 percent impervious, group B composite is 65.0 against 71.3 at the measured 10.9 percent impervious, and 0.507 in against 0.773 in, 52 percent more runoff. The family choice itself is nearly free, because the open space and pasture rows are identical digit for digit; the condition axis is not, at 69 against 61 on group B and 0.670 in against 0.365 in.","displaced_by":"Site imagery or a site visit establishing the condition of the pervious cover, or a high resolution land cover product that separates turf from tree canopy.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Class 21 is vegetation on lots under 20 percent impervious: parks, golf courses, large lot residential, roadside verge. TR-55 open space, described as lawns, parks, golf courses and cemeteries, is the row that names that vegetation. Maps to open_space with the condition left to condition.default, which deliberately does not follow TR-55's own assumption that urban pervious area is in good condition.","overridable":true},{"key":"crosswalk.nlcd_22","quantity":"Cover type, NLCD 22 developed low intensity","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"9.2 CN units on group B against the double counted alternative. The residential 1/4 acre row is exactly 0.38 x 98 + 0.62 x 61 = 75.06, so it already holds its impervious share; using it as the pervious cover and adding the measured 34.6 percent impervious as its own area gives 83.0 where the correct composite is 73.8, and 1.444 in against 0.898 in, 61 percent high. Both sides are on TR-55's own good condition assumption for urban pervious area, so the figure isolates the double counting from the condition choice; under the defaulted fair condition it is 3.9 CN units and 21.5 percent. Preferring the class midpoint of 38 percent to the measured 34.6 is worth a further 1.3 CN units and 7.3 percent.","displaced_by":"A high resolution land cover product that resolves roofs and driveways, or a site plan giving the actual lot coverage.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Maps to open_space for the PERVIOUS remainder only, with the measured impervious fraction carried as its own segment. The composite residential rows are not used at all, because they are a class midpoint for imperviousness with a cover assumption stapled to it.","overridable":true},{"key":"crosswalk.nlcd_81","quantity":"Cover type, NLCD 81 pasture and hay","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"11 CN units on group B against the meadow row: pasture Fair 69 against meadow 58, which is 0.670 in against 0.274 in, a factor of 2.4.","displaced_by":"Whether the field is grazed or cut for hay, which the operator knows and no raster records.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS, though this is the closest thing to a name match in the crosswalk. NLCD merges grazed pasture with hay and TR-55 separates them: meadow is protected from grazing and mowed, and is published as a single Good condition row. Maps to pasture with the condition left to condition.default, because choosing meadow would assert a good condition as well as a cover type.","overridable":true},{"key":"crosswalk.nlcd_23","quantity":"Cover type, NLCD 23 developed medium intensity","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"8.1 CN units on group B against reading the 1/8 acre lot row as the pervious cover and adding the measured 66.4 percent impervious on top: 93.6 against 85.6, and 2.314 in against 1.630 in, 42 percent high. Class midpoint against measured imperviousness is small on this class, 0.55 CN units and 2.5 percent at the defaulted fair condition, because 64.5 and the measured 66.4 nearly agree.","displaced_by":"A high resolution land cover product, or a site plan. The pervious condition is displaced by imagery showing whether the remnant is established turf or compacted fill.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Maps to open_space for the pervious remainder. At this intensity the remnant is a third of the area and is more often compacted than established, which argues for Poor rather than the defaulted Fair, at 79 against 69 on group B.","overridable":true}],"segment_edits":[],"departures":[{"id":1953,"label":"dual group C/D on map unit Aloha silt loam (1)","origin":"overridden","magnitude":0.0,"text_value":"","unit":"policy flag","prior_magnitude":1.0,"changed_by":"CurveNumber Examples","reason":"Drain tile record: The owner's drain tile plan (fictional, dated 1998, for this example) shows 4 inch clay tile at 40 foot spacing under the whole pasture, outletting to the roadside ditch, and the tile was found working on the site walk. Drained, so group C.","drafted_by":"","drafted_edited":false,"drafted_signed_by":"","recorded_at":"2026-09-26T23:05:33+00:00","flagged":false,"registry_key":"hsg.dual_resolution","source_cite":"","boundary_move":null,"segment_id":null,"condition":null,"segment_name":null,"superseded_by":1998,"in_force":false,"flagged_material_band":false,"large_change":false,"recorded_on":"Sep 26, 2026, 4:05 PM PDT"},{"id":1998,"label":"dual group C/D on map unit Aloha silt loam (1)","origin":"overridden","magnitude":0.0,"text_value":"","unit":"policy flag","prior_magnitude":1.0,"changed_by":"CurveNumber Examples","reason":"Drain tile record: The owner's drain tile plan (fictional, dated 1998, for this example) shows 4 inch clay tile at 40 foot spacing under the whole pasture, outletting to the roadside ditch, and the tile was found working on the site walk. Drained, so group C.","drafted_by":"","drafted_edited":false,"drafted_signed_by":"","recorded_at":"2026-09-26T23:05:58+00:00","flagged":false,"registry_key":"hsg.dual_resolution","source_cite":"","boundary_move":null,"segment_id":null,"condition":null,"segment_name":null,"superseded_by":null,"in_force":true,"flagged_material_band":false,"large_change":false,"recorded_on":"Sep 26, 2026, 4:05 PM PDT"},{"id":1999,"label":"dual group C/D on map unit Wapato silty clay loam (43)","origin":"overridden","magnitude":1.0,"text_value":"","unit":"policy flag","prior_magnitude":1.0,"changed_by":"CurveNumber Examples","reason":"Observed on site: The Wapato soil is the low swale along the south edge, which the tile plan does not reach and which held standing water on the site walk. Undrained, so group D.","drafted_by":"","drafted_edited":false,"drafted_signed_by":"","recorded_at":"2026-09-26T23:05:58+00:00","flagged":false,"registry_key":"hsg.dual_resolution","source_cite":"","boundary_move":null,"segment_id":null,"condition":null,"segment_name":null,"superseded_by":null,"in_force":true,"flagged_material_band":false,"large_change":false,"recorded_on":"Sep 26, 2026, 4:05 PM PDT"},{"id":2028,"label":"Design storm return period","origin":"supplied","magnitude":25.0,"text_value":"","unit":"yr","prior_magnitude":null,"changed_by":"CurveNumber Examples","reason":"Illustrative rule for this example only: the local detention standard is taken to require the 25-year, 24-hour storm. Check the governing standard for a real site.","drafted_by":"","drafted_edited":false,"drafted_signed_by":"","recorded_at":"2026-09-26T23:06:19+00:00","flagged":false,"registry_key":"","source_cite":"A regulatory choice and not a climatological one. CurveNumber refuses to make it and lays out the ten periods Atlas 14 tabulates at this point with their confidence intervals.","boundary_move":null,"segment_id":null,"condition":null,"segment_name":null,"superseded_by":null,"in_force":true,"flagged_material_band":false,"large_change":false,"recorded_on":"Sep 26, 2026, 4:06 PM PDT"},{"id":2045,"label":"Proposed condition seeded from existing","origin":"overridden","magnitude":12.874304851898161,"text_value":"","unit":"acre","prior_magnitude":null,"changed_by":"CurveNumber Examples","reason":"8 areas and 12.874 ac copied from the existing condition. The assumption is that the surfaces are unchanged between the two, so the whole of any reduction reported for this site is the practice and not a change of cover. Edit the proposed areas where that is not true.","drafted_by":"","drafted_edited":false,"drafted_signed_by":"","recorded_at":"2026-09-26T23:06:38+00:00","flagged":false,"registry_key":"","source_cite":"","boundary_move":null,"segment_id":null,"condition":null,"segment_name":null,"superseded_by":null,"in_force":true,"flagged_material_band":false,"large_change":false,"restated":"Proposed condition seeded from existing by CurveNumber Examples on Sep 26, 2026, 4:06 PM PDT: 12.874 ac copied. Nothing copied has been edited since, so the surfaces are the same in both conditions and any change is the practice.","recorded_on":"Sep 26, 2026, 4:06 PM PDT"}],"imagery":null,"calibration":null,"abstraction":null,"jurisdiction":null,"credits":[],"compliance":null,"green_roofs":[],"resolutions":[],"ga_soil":null,"estimates":{"made":[{"field":"credit_slope","title":"Slope of the receiving area","engine_field":"slope","value":{"magnitude":4.102278,"unit":"percent","origin":"derived","label":"median slope","explanation":"median slope = 4.10228 percent (derived from USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026)","source":"USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved 2026-09-26","registry_key":null,"note":"percent slope, converted from the service's degrees with tan; 45 degrees is 100 percent"},"rests_on":"USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026. Median of 2208 sampled pixels, in percent, which is the tangent of the angle and not the angle.","displaced_by":"A graded surface from the plan, which is what the credit is actually checked against: the slope that matters is the one the receiving area will have after construction, and a DEM measures the one it has now.","worth":"The site spans P10 1.37 to P90 16.75 percent, a factor of 12.23, around a median of 4.10. A maximum slope condition is decided conservatively by the P90 and a minimum slope condition by the P10, and no single number is conservative for both, so the median is reported with both beside it.","moves":12.2288,"moves_figure":"slope across the area","rank":1,"headline":true,"editable":false,"edited":false,"flagged":false,"override":null,"registry_keys":[],"judgements":[],"bounds":[{"magnitude":1.370112,"unit":"percent","origin":"derived","label":"slope P10","explanation":"slope P10 = 1.37011 percent (derived from USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026)","source":"USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved 2026-09-26","registry_key":null,"note":"percent slope, converted from the service's degrees with tan; 45 degrees is 100 percent"},{"magnitude":16.754846,"unit":"percent","origin":"derived","label":"slope P90","explanation":"slope P90 = 16.7548 percent (derived from USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026)","source":"USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved 2026-09-26","registry_key":null,"note":"percent slope, converted from the service's degrees with tan; 45 degrees is 100 percent"}],"notes":["maximum slope and minimum slope read the same field and pull opposite ways. This is the one measurement of the five that is reported as a measurement rather than as a bound."],"render":"slope: median slope = 4.10228 percent (derived from USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026)\n rests on: USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026. Median of 2208 sampled pixels, in percent, which is the tangent of the angle and not the angle.\n worth: The site spans P10 1.37 to P90 16.75 percent, a factor of 12.23, around a median of 4.10. A maximum slope condition is decided conservatively by the P90 and a minimum slope condition by the P10, and no single number is conservative for both, so the median is reported with both beside it. (a factor of 12.23 on slope across the area)\n displaced by: A graded surface from the plan, which is what the credit is actually checked against: the slope that matters is the one the receiving area will have after construction, and a DEM measures the one it has now.\n bound: slope P10 = 1.37011 percent (derived from USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026)\n bound: slope P90 = 16.7548 percent (derived from USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026)\n note: maximum slope and minimum slope read the same field and pull opposite ways. This is the one measurement of the five that is reported as a measurement rather than as a bound.","flow_path":null},{"field":"time_of_concentration","title":"Time of concentration","engine_field":"time of concentration","value":{"magnitude":0.227692,"unit":"hr","origin":"computed","label":"time of concentration","explanation":"time of concentration = 0.227692 hr (computed from flow length=1060 ft, slope=4.10 percent, surface=short grass prairie, P2=2.25 in, sheet cap=100 ft)","source":null,"registry_key":null,"note":"1060 ft of flow path at 4.10 percent: 100 ft of sheet flow over short grass prairie at n = 0.15 in 0.1461 hr, 960 ft of shallow concentrated flow in 0.0816 hr, and no channel, total 0.2277 hr. The flow length is estimated from the drawn boundary as its longest chord. The sheet flow surface was taken as short grass prairie because 15% of the site is impervious; on smooth surfaces: concrete, asphalt, gravel or bare soil it would be 0.083 hr, so the plausible range is 0.083 to 0.228 hr. This is an unchecked estimate. Flow length, surface and slope are assumed; check against the plan."},"rests_on":"TR-55 segmental: sheet flow over short grass prairie at n = 0.15 for 100 ft, then shallow concentrated flow. Slope 4.10 percent from USGS 3DEP, two year 24 hour depth 2.25 in from NOAA Atlas 2 (1973) Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded Sep 24, 2026), flow length 1060 ft estimated as the longest chord of the drawn boundary, which is not a flow path.","displaced_by":"The flow path drawn on the grading plan, measured from the hydraulically most distant point to the design point, which is what the method actually asks for and what no dataset contains. A LiDAR flow accumulation routing over the graded surface displaces it too and is not implemented.","worth":"The surface is worth a factor of 7.72 on Tc and decides whether the peak discharge is drawn at the TR-55 minimum; the sheet flow cap 1.83; the estimated flow length 1.14.","moves":7.7167,"moves_figure":"time of concentration","rank":2,"headline":true,"editable":true,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.flow_surface_from_land_cover","estimate.sheet_flow_length_cap_ft","estimate.flow_length_from_boundary","peak.min_tc_hours"],"judgements":[{"magnitude":1.0,"unit":"cover mapping","origin":"defaulted","label":"flow surface inferred from land cover","explanation":"flow surface inferred from land cover = 1 cover mapping (defaulted from CurveNumber's default value “Sheet flow roughness and shallow concentrated flow surface, inferred from the land cover class”)","source":null,"registry_key":"estimate.flow_surface_from_land_cover","note":""},{"magnitude":100.0,"unit":"ft","origin":"defaulted","label":"sheet flow length cap","explanation":"sheet flow length cap = 100 ft (defaulted from CurveNumber's default value “Length above which sheet flow is treated as concentrated”)","source":null,"registry_key":"estimate.sheet_flow_length_cap_ft","note":""},{"magnitude":1.0,"unit":"policy flag","origin":"defaulted","label":"flow length taken as the longest chord","explanation":"flow length taken as the longest chord = 1 policy flag (defaulted from CurveNumber's default value “Hydraulic flow length taken as the longest chord of the drawn boundary”)","source":null,"registry_key":"estimate.flow_length_from_boundary","note":""}],"bounds":[{"magnitude":1059.804788,"unit":"ft","origin":"computed","label":"longest chord of the boundary","explanation":"longest chord of the boundary = 1059.8 ft (computed from drawn boundary)","source":null,"registry_key":null,"note":"An upper bound on a straight path across the shape."},{"magnitude":729.277947,"unit":"ft","origin":"computed","label":"narrowest crossing of the boundary","explanation":"narrowest crossing of the boundary = 729.278 ft (computed from drawn boundary)","source":null,"registry_key":null,"note":"A lower bound on a path that crosses the shape completely, exact for a convex boundary and an upper bound on the true narrowest crossing of one with a notch in it, because it is computed on the convex hull."}],"notes":["1060 ft of flow path at 4.10 percent: 100 ft of sheet flow over short grass prairie at n = 0.15 in 0.1461 hr, 960 ft of shallow concentrated flow in 0.0816 hr, and no channel, total 0.2277 hr.","The boundary gives a longest chord of 1060 ft, a narrowest crossing of 729 ft and an equivalent square side of 749 ft. The flow path is between the first two and is in no dataset. On the narrowest crossing the time of concentration would be 0.1996 hr against 0.2277 hr here, which is 14.1 percent.","The three judgments in this number are worth a factor of 7.72 for the surface, 1.83 for the 100 ft sheet flow cap against 300 ft, and 1.14 for the flow length. The geometric guess is the smallest of the three.","Above the 0.1 hr TR-55 minimum time of concentration by 127.7 percent."],"render":"time of concentration: time of concentration = 0.227692 hr (computed from flow length=1060 ft, slope=4.10 percent, surface=short grass prairie, P2=2.25 in, sheet cap=100 ft)\n rests on: TR-55 segmental: sheet flow over short grass prairie at n = 0.15 for 100 ft, then shallow concentrated flow. Slope 4.10 percent from USGS 3DEP, two year 24 hour depth 2.25 in from NOAA Atlas 2 (1973) Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded Sep 24, 2026), flow length 1060 ft estimated as the longest chord of the drawn boundary, which is not a flow path.\n worth: The surface is worth a factor of 7.72 on Tc and decides whether the peak discharge is drawn at the TR-55 minimum; the sheet flow cap 1.83; the estimated flow length 1.14. (a factor of 7.72 on time of concentration)\n displaced by: The flow path drawn on the grading plan, measured from the hydraulically most distant point to the design point, which is what the method actually asks for and what no dataset contains. A LiDAR flow accumulation routing over the graded surface displaces it too and is not implemented.\n judgment: flow surface inferred from land cover = 1 cover mapping (defaulted from CurveNumber's default value “Sheet flow roughness and shallow concentrated flow surface, inferred from the land cover class”)\n judgment: sheet flow length cap = 100 ft (defaulted from CurveNumber's default value “Length above which sheet flow is treated as concentrated”)\n judgment: flow length taken as the longest chord = 1 policy flag (defaulted from CurveNumber's default value “Hydraulic flow length taken as the longest chord of the drawn boundary”)\n bound: longest chord of the boundary = 1059.8 ft (computed from drawn boundary)\n bound: narrowest crossing of the boundary = 729.278 ft (computed from drawn boundary)\n note: 1060 ft of flow path at 4.10 percent: 100 ft of sheet flow over short grass prairie at n = 0.15 in 0.1461 hr, 960 ft of shallow concentrated flow in 0.0816 hr, and no channel, total 0.2277 hr.\n note: The boundary gives a longest chord of 1060 ft, a narrowest crossing of 729 ft and an equivalent square side of 749 ft. The flow path is between the first two and is in no dataset. On the narrowest crossing the time of concentration would be 0.1996 hr against 0.2277 hr here, which is 14.1 percent.\n note: The three judgments in this number are worth a factor of 7.72 for the surface, 1.83 for the 100 ft sheet flow cap against 300 ft, and 1.14 for the flow length. The geometric guess is the smallest of the three.\n note: Above the 0.1 hr TR-55 minimum time of concentration by 127.7 percent.","flow_path":{"length_ft":1059.8047880220427,"slope":0.04102277819337138,"surface_key":"short grass","surface":"short grass prairie","p2_in":2.25,"cap_ft":100.0,"channel_length_ft":0.0,"total_hr":0.2276919598133872}},{"field":"antecedent_dry_period","title":"Antecedent dry period","engine_field":"antecedent dry period","value":{"magnitude":14.0,"unit":"day","origin":"derived","label":"antecedent dry period","explanation":"antecedent dry period = 14 days (derived from NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 90th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-08-31) station USC00352997, 90th percentile of interevent dry period length retrieved 2026-09-26","registry_key":null,"note":"Interevent dry period between rainfalls of at least 0.1 inch, from 841 periods over Jan 1, 1991 to Dec 31, 2020 at a station 6.6 km from the site. Which percentile a design should use is a judgment about assumed antecedent storage and is not made by CurveNumber."},"rests_on":"NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 841 interevent dry periods over Jan 1, 1991 to Dec 31, 2020, plus the choice of the 90th percentile, which is a judgment and not a measurement.","displaced_by":"A continuous simulation over the local record, which answers the question this percentile is a proxy for: how often the roof is full when a storm arrives, rather than how dry a typical gap is. A jurisdiction that names an antecedent dry period supersedes outright. Failing both, a local gauge record in place of the station this one reads, which is 4.8 km away and is a different point.","worth":"P50 is 3 days and P90 is 14 days at this station, a factor of 4.67, and on a green roof whose media empties in between the two it is the difference between the whole credit and half of it.","moves":4.6667,"moves_figure":"antecedent dry period","rank":3,"headline":true,"editable":true,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.dry_spell_percentile"],"judgements":[{"magnitude":90.0,"unit":"percentile","origin":"defaulted","label":"dry spell percentile chosen for design","explanation":"dry spell percentile chosen for design = 90 percentile (defaulted from CurveNumber's default value “Percentile of the interevent dry period distribution taken as the design antecedent dry period”)","source":null,"registry_key":"estimate.dry_spell_percentile","note":"Which percentile a design uses is a judgment about how much of the practice's storage is assumed to have been empty when the storm arrived. sources.climate returns the whole distribution and deliberately does not choose; this is where the choosing happens and it is recorded as a default rather than absorbed."}],"bounds":[{"magnitude":3.0,"unit":"day","origin":"derived","label":"dry spell P50","explanation":"dry spell P50 = 3 days (derived from NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 50th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-08-31) station USC00352997, 50th percentile of interevent dry period length retrieved 2026-09-26","registry_key":null,"note":"Interevent dry period between rainfalls of at least 0.1 inch, from 841 periods over Jan 1, 1991 to Dec 31, 2020 at a station 6.6 km from the site. Which percentile a design should use is a judgment about assumed antecedent storage and is not made by CurveNumber."},{"magnitude":14.0,"unit":"day","origin":"derived","label":"dry spell P90","explanation":"dry spell P90 = 14 days (derived from NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 90th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-08-31) station USC00352997, 90th percentile of interevent dry period length retrieved 2026-09-26","registry_key":null,"note":"Interevent dry period between rainfalls of at least 0.1 inch, from 841 periods over Jan 1, 1991 to Dec 31, 2020 at a station 6.6 km from the site. Which percentile a design should use is a judgment about assumed antecedent storage and is not made by CurveNumber."},{"magnitude":6.103448,"unit":"day","origin":"derived","label":"mean dry spell length","explanation":"mean dry spell length = 6.10345 days (derived from NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, mean interevent dry period, Jan 1, 1991 to Dec 31, 2020 retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-08-31) station USC00352997, mean interevent dry period, 1991-01-01 to 2020-12-31 retrieved 2026-09-26","registry_key":null,"note":"The mean of a strongly skewed distribution. Reported for reconciliation only; a design should be argued from a percentile of the distribution, which is on this object."}],"notes":["The distribution at USC00352997 FOREST GROVE, OR US, 6.6 km from the site, daily precipitation Jan 1, 1893 to Aug 31, 2026, 90 percent complete: P10 1 d, P25 1 d, P50 3 d, P75 7 d, P90 14 d, P95 21 d, P99 43 d, mean 6.10 d, longest 83 d, from 841 interevent periods.","An event is a day of at least 0.1 inch and a dry period is measured between events rather than between wet days. 255 further periods were dropped for a day with no usable observation.","The station is 6.6 km from the site and a climate is not a point. The candidates considered were: USC00353908 HILLSBORO, OR US, 2.4 km from the site, daily precipitation Nov 1, 1929 to May 31, 2003, 98 percent complete; USW00094261 PORTLAND HILLSBORO AIRPORT, OR US, 5.7 km from the site, daily precipitation Jun 14, 1998 to Sep 22, 2026, 100 percent complete; USC00352997 FOREST GROVE, OR US, 6.6 km from the site, daily precipitation Jan 1, 1893 to Aug 31, 2026, 90 percent complete.","The percentile runs in the GENEROUS direction, which is the opposite of how a safety factor usually runs: a longer assumed dry period empties more of the media and credits the practice with more storage. The default value says so rather than implying the choice errs safely."],"render":"antecedent dry period: antecedent dry period = 14 days (derived from NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 90th percentile of interevent dry period length retrieved Sep 26, 2026)\n rests on: NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 841 interevent dry periods over Jan 1, 1991 to Dec 31, 2020, plus the choice of the 90th percentile, which is a judgment and not a measurement.\n worth: P50 is 3 days and P90 is 14 days at this station, a factor of 4.67, and on a green roof whose media empties in between the two it is the difference between the whole credit and half of it. (a factor of 4.67 on antecedent dry period)\n displaced by: A continuous simulation over the local record, which answers the question this percentile is a proxy for: how often the roof is full when a storm arrives, rather than how dry a typical gap is. A jurisdiction that names an antecedent dry period supersedes outright. Failing both, a local gauge record in place of the station this one reads, which is 4.8 km away and is a different point.\n judgment: dry spell percentile chosen for design = 90 percentile (defaulted from CurveNumber's default value “Percentile of the interevent dry period distribution taken as the design antecedent dry period”)\n bound: dry spell P50 = 3 days (derived from NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 50th percentile of interevent dry period length retrieved Sep 26, 2026)\n bound: dry spell P90 = 14 days (derived from NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 90th percentile of interevent dry period length retrieved Sep 26, 2026)\n bound: mean dry spell length = 6.10345 days (derived from NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, mean interevent dry period, Jan 1, 1991 to Dec 31, 2020 retrieved Sep 26, 2026)\n note: The distribution at USC00352997 FOREST GROVE, OR US, 6.6 km from the site, daily precipitation Jan 1, 1893 to Aug 31, 2026, 90 percent complete: P10 1 d, P25 1 d, P50 3 d, P75 7 d, P90 14 d, P95 21 d, P99 43 d, mean 6.10 d, longest 83 d, from 841 interevent periods.\n note: An event is a day of at least 0.1 inch and a dry period is measured between events rather than between wet days. 255 further periods were dropped for a day with no usable observation.\n note: The station is 6.6 km from the site and a climate is not a point. The candidates considered were: USC00353908 HILLSBORO, OR US, 2.4 km from the site, daily precipitation Nov 1, 1929 to May 31, 2003, 98 percent complete; USW00094261 PORTLAND HILLSBORO AIRPORT, OR US, 5.7 km from the site, daily precipitation Jun 14, 1998 to Sep 22, 2026, 100 percent complete; USC00352997 FOREST GROVE, OR US, 6.6 km from the site, daily precipitation Jan 1, 1893 to Aug 31, 2026, 90 percent complete.\n note: The percentile runs in the GENEROUS direction, which is the opposite of how a safety factor usually runs: a longer assumed dry period empties more of the media and credits the practice with more storage. The default value says so rather than implying the choice errs safely.","flow_path":null},{"field":"irrigation_demand","title":"Irrigation water demand","engine_field":"irrigation demand, July","value":{"magnitude":5115.958534,"unit":"ft3/day","origin":"defaulted","label":"July irrigation demand","explanation":"July irrigation demand = 5,116 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"gridMET reference evapotranspiration 0.193857 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 475,026 sq ft."},"rests_on":"gridMET monthly reference evapotranspiration (archive built 03 March 2026) as a landscape water budget: reference rate times a plant factor of 0.5, divided by an irrigation efficiency of 0.75, over 475,026 sq ft. Both coefficients are CurveNumber defaults, not figures from a published page.","displaced_by":"A plant factor from the WUCOLS listing or from the state model ordinance that governs the site, for the species actually specified on the landscape plan, which is a document the project already has. A metered irrigation record displaces both. A distribution uniformity test on the system as installed, which is the measurement this number stands for and which irrigation auditors run as a matter of course. A drip system designed and certified to a stated efficiency displaces it directly.","worth":"In July the demand is 5,116 cu ft per day at the shipped coefficients, 2558.0 at the generous end of both and 10231.9 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 0.9 hours, 1.9 hours or 0.5 hours.","moves":4.0,"moves_figure":"irrigation demand in the governing month","rank":4,"headline":false,"editable":true,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.irrigation_plant_factor","estimate.irrigation_efficiency","estimate.irrigation_season"],"judgements":[{"magnitude":0.5,"unit":"dimensionless","origin":"defaulted","label":"irrigation plant factor","explanation":"irrigation plant factor = 0.5 dimensionless (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":""},{"magnitude":0.75,"unit":"dimensionless","origin":"defaulted","label":"irrigation application efficiency","explanation":"irrigation application efficiency = 0.75 dimensionless (defaulted from CurveNumber's default value “Irrigation application efficiency in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_efficiency","note":""},{"magnitude":7.0,"unit":"months","origin":"defaulted","label":"irrigation season length","explanation":"irrigation season length = 7 months (defaulted from CurveNumber's default value “Months in which an estimated irrigation demand is non-zero”)","source":null,"registry_key":"estimate.irrigation_season","note":"The months are April, May, June, July, August, September, October. A water budget computed from the reference rate alone returns a positive demand in every month, because the reference rate is positive in every month, and a positive demand in a dormant month credits a tank with a drawdown nobody draws."}],"bounds":[{"magnitude":0.0,"unit":"ft3/day","origin":"defaulted","label":"January irrigation demand","explanation":"January irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"January is outside the irrigation season this estimate assumes, so the demand is exactly zero and the tank does not empty."},{"magnitude":0.0,"unit":"ft3/day","origin":"defaulted","label":"February irrigation demand","explanation":"February irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"February is outside the irrigation season this estimate assumes, so the demand is exactly zero and the tank does not empty."},{"magnitude":0.0,"unit":"ft3/day","origin":"defaulted","label":"March irrigation demand","explanation":"March irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"March is outside the irrigation season this estimate assumes, so the demand is exactly zero and the tank does not empty."},{"magnitude":2721.688897,"unit":"ft3/day","origin":"defaulted","label":"April irrigation demand","explanation":"April irrigation demand = 2,722 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"gridMET reference evapotranspiration 0.103132 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 475,026 sq ft."},{"magnitude":3986.365436,"unit":"ft3/day","origin":"defaulted","label":"May irrigation demand","explanation":"May irrigation demand = 3,986 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"gridMET reference evapotranspiration 0.151054 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 475,026 sq ft."},{"magnitude":4436.366756,"unit":"ft3/day","origin":"defaulted","label":"June irrigation demand","explanation":"June irrigation demand = 4,436 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"gridMET reference evapotranspiration 0.168106 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 475,026 sq ft."},{"magnitude":5115.958534,"unit":"ft3/day","origin":"defaulted","label":"July irrigation demand","explanation":"July irrigation demand = 5,116 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"gridMET reference evapotranspiration 0.193857 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 475,026 sq ft."},{"magnitude":4588.420347,"unit":"ft3/day","origin":"defaulted","label":"August irrigation demand","explanation":"August irrigation demand = 4,588 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"gridMET reference evapotranspiration 0.173868 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 475,026 sq ft."},{"magnitude":3199.970077,"unit":"ft3/day","origin":"defaulted","label":"September irrigation demand","explanation":"September irrigation demand = 3,200 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"gridMET reference evapotranspiration 0.121255 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 475,026 sq ft."},{"magnitude":1552.338651,"unit":"ft3/day","origin":"defaulted","label":"October irrigation demand","explanation":"October irrigation demand = 1,552 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"gridMET reference evapotranspiration 0.058822 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 475,026 sq ft."},{"magnitude":0.0,"unit":"ft3/day","origin":"defaulted","label":"November irrigation demand","explanation":"November irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"November is outside the irrigation season this estimate assumes, so the demand is exactly zero and the tank does not empty."},{"magnitude":0.0,"unit":"ft3/day","origin":"defaulted","label":"December irrigation demand","explanation":"December irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)","source":null,"registry_key":"estimate.irrigation_plant_factor","note":"December is outside the irrigation season this estimate assumes, so the demand is exactly zero and the tank does not empty."}],"notes":["irrigation of 475,026 sq ft of landscape, Apr, May, Jun, Jul, Aug, Sep, Oct, estimated as a landscape water budget, 2,133 cu ft per day on the annual average, 5116.0 in July and 0.0 in January.","A landscape water budget and not a metered record. The plant factor and the efficiency are both recorded as NOT VERIFIED AGAINST A SOURCE: the figures are published, in WUCOLS and in state model ordinances, and no page of either was read in setting them.","An INDOOR demand is refused rather than added. An indoor water demand cannot be estimated from anything this product reads: it depends on occupancy, which no dataset holds. The irrigation part of a cistern's demand is estimated; the indoor part is not, because a guessed continuous demand would give a cistern its whole credit on a number nobody supplied. To credit it, enter a metered monthly demand schedule with a written commitment that the use continues."],"render":"irrigation demand, July: July irrigation demand = 5,116 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n rests on: gridMET monthly reference evapotranspiration (archive built 03 March 2026) as a landscape water budget: reference rate times a plant factor of 0.5, divided by an irrigation efficiency of 0.75, over 475,026 sq ft. Both coefficients are CurveNumber defaults, not figures from a published page.\n worth: In July the demand is 5,116 cu ft per day at the shipped coefficients, 2558.0 at the generous end of both and 10231.9 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 0.9 hours, 1.9 hours or 0.5 hours. (a factor of 4.00 on irrigation demand in the governing month)\n displaced by: A plant factor from the WUCOLS listing or from the state model ordinance that governs the site, for the species actually specified on the landscape plan, which is a document the project already has. A metered irrigation record displaces both. A distribution uniformity test on the system as installed, which is the measurement this number stands for and which irrigation auditors run as a matter of course. A drip system designed and certified to a stated efficiency displaces it directly.\n judgment: irrigation plant factor = 0.5 dimensionless (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n judgment: irrigation application efficiency = 0.75 dimensionless (defaulted from CurveNumber's default value “Irrigation application efficiency in a landscape water budget”)\n judgment: irrigation season length = 7 months (defaulted from CurveNumber's default value “Months in which an estimated irrigation demand is non-zero”)\n bound: January irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: February irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: March irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: April irrigation demand = 2,722 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: May irrigation demand = 3,986 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: June irrigation demand = 4,436 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: July irrigation demand = 5,116 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: August irrigation demand = 4,588 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: September irrigation demand = 3,200 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: October irrigation demand = 1,552 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: November irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: December irrigation demand = 0 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n note: irrigation of 475,026 sq ft of landscape, Apr, May, Jun, Jul, Aug, Sep, Oct, estimated as a landscape water budget, 2,133 cu ft per day on the annual average, 5116.0 in July and 0.0 in January.\n note: A landscape water budget and not a metered record. The plant factor and the efficiency are both recorded as NOT VERIFIED AGAINST A SOURCE: the figures are published, in WUCOLS and in state model ordinances, and no page of either was read in setting them.\n note: An INDOOR demand is refused rather than added. An indoor water demand cannot be estimated from anything this product reads: it depends on occupancy, which no dataset holds. The irrigation part of a cistern's demand is estimated; the indoor part is not, because a guessed continuous demand would give a cistern its whole credit on a number nobody supplied. To credit it, enter a metered monthly demand schedule with a written commitment that the use continues.","flow_path":null},{"field":"green_roof_et_rate","title":"Green roof evapotranspiration rate","engine_field":"green roof evapotranspiration rate","value":{"magnitude":0.116314,"unit":"in/day","origin":"defaulted","label":"July green roof evapotranspiration rate","explanation":"July green roof evapotranspiration rate = 0.116314 in/day (defaulted from CurveNumber's default value “Ratio of an extensive green roof's evapotranspiration to the grass reference”)","source":null,"registry_key":"estimate.green_roof_crop_coefficient","note":"gridMET ASCE short crop (0.12 m clipped grass) reference reference evapotranspiration for July at cell -123.0167, 45.5250, 0.194 in/day over Jan 1, 1991 to Dec 31, 2020, multiplied by a crop coefficient of 0.6. THIS IS A REFERENCE FIGURE SCALED BY AN ASSUMPTION AND NOT A MEASURED ASSEMBLY RATE. The reference rate is what the weather takes from a well watered short grass lawn; a green roof is not a lawn, and the factor between them depends on the media, the planting and how much water is in the media at the time."},"rests_on":"gridMET monthly reference evapotranspiration normals (archive built 03 March 2026) at -123.0167, 45.5250, scaled by a crop coefficient that no published source gives for this purpose.","displaced_by":"A manufacturer's assembly test on the specified build-up, which green roof media suppliers run and which measures the actual assembly rather than a ratio to a grass surface. Failing that, a published crop coefficient for an extensive green roof of the stated media depth and planting, read against the same ASCE short crop reference gridMET publishes. A jurisdictional retention credit for a stated media depth supersedes both.","worth":"On a media holding 1.00 in, the recovery time runs 12.90 days at a coefficient of 0.40 and 5.16 days at 1.00, which is the whole of the credit when the dry period falls between them.","moves":2.5,"moves_figure":"green roof recovery time","rank":5,"headline":false,"editable":true,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.green_roof_crop_coefficient"],"judgements":[{"magnitude":0.6,"unit":"dimensionless","origin":"defaulted","label":"green roof crop coefficient","explanation":"green roof crop coefficient = 0.6 dimensionless (defaulted from CurveNumber's default value “Ratio of an extensive green roof's evapotranspiration to the grass reference”)","source":null,"registry_key":"estimate.green_roof_crop_coefficient","note":""}],"bounds":[{"magnitude":0.193857,"unit":"in/day","origin":"derived","label":"July reference ET (grass)","explanation":"July reference ET (grass) = 0.193857 in/day (derived from gridMET (archive built 03 March 2026) daily mean reference evapotranspiration grass, July mean of daily values Jan 1, 1991 to Dec 31, 2020, cell center -123.01667, 45.52500 retrieved Sep 26, 2026)","source":"gridMET (archive built 03 March 2026) daily_mean_reference_evapotranspiration_grass, July mean of daily values 1991-01-01 to 2020-12-31, cell center -123.01667, 45.52500 retrieved 2026-09-26","registry_key":null,"note":"ASCE short crop (0.12 m clipped grass) reference. Mean of 930 daily values. This is a REFERENCE rate for a standardized surface and is not the evapotranspiration of a green roof: converting it needs a coefficient for the media and the planting, which is a judgment and is not made here."},{"magnitude":0.095402,"unit":"in/day","origin":"derived","label":"annual mean reference ET (grass)","explanation":"annual mean reference ET (grass) = 0.095 in/day (derived from gridMET (archive built 03 March 2026) daily mean reference evapotranspiration grass, mean of daily values Jan 1, 1991 to Dec 31, 2020, cell center -123.01667, 45.52500 retrieved Sep 26, 2026)","source":"gridMET (archive built 03 March 2026) daily_mean_reference_evapotranspiration_grass, mean of daily values 1991-01-01 to 2020-12-31, cell center -123.01667, 45.52500 retrieved 2026-09-26","registry_key":null,"note":"Mean daily rate over the whole period. Reported for reconciliation against published annual figures only. Sizing a green roof's recovery on it would credit a January roof at close to twice the rate it can empty."}],"notes":["The same roof on the annual mean reference rate would recover at 0.0572 in/day rather than 0.1163, which is 0.49 times the July figure. The month is an argument to this function for that reason.","Reference January 0.021285 in/day against July 0.193857, a factor of 9.11 at this cell."],"render":"green roof evapotranspiration rate: July green roof evapotranspiration rate = 0.116314 in/day (defaulted from CurveNumber's default value “Ratio of an extensive green roof's evapotranspiration to the grass reference”)\n rests on: gridMET monthly reference evapotranspiration normals (archive built 03 March 2026) at -123.0167, 45.5250, scaled by a crop coefficient that no published source gives for this purpose.\n worth: On a media holding 1.00 in, the recovery time runs 12.90 days at a coefficient of 0.40 and 5.16 days at 1.00, which is the whole of the credit when the dry period falls between them. (a factor of 2.50 on green roof recovery time)\n displaced by: A manufacturer's assembly test on the specified build-up, which green roof media suppliers run and which measures the actual assembly rather than a ratio to a grass surface. Failing that, a published crop coefficient for an extensive green roof of the stated media depth and planting, read against the same ASCE short crop reference gridMET publishes. A jurisdictional retention credit for a stated media depth supersedes both.\n judgment: green roof crop coefficient = 0.6 dimensionless (defaulted from CurveNumber's default value “Ratio of an extensive green roof's evapotranspiration to the grass reference”)\n bound: July reference ET (grass) = 0.193857 in/day (derived from gridMET (archive built 03 March 2026) daily mean reference evapotranspiration grass, July mean of daily values Jan 1, 1991 to Dec 31, 2020, cell center -123.01667, 45.52500 retrieved Sep 26, 2026)\n bound: annual mean reference ET (grass) = 0.095 in/day (derived from gridMET (archive built 03 March 2026) daily mean reference evapotranspiration grass, mean of daily values Jan 1, 1991 to Dec 31, 2020, cell center -123.01667, 45.52500 retrieved Sep 26, 2026)\n note: The same roof on the annual mean reference rate would recover at 0.0572 in/day rather than 0.1163, which is 0.49 times the July figure. The month is an argument to this function for that reason.\n note: Reference January 0.021285 in/day against July 0.193857, a factor of 9.11 at this cell.","flow_path":null},{"field":"credit_contributing_flow_path","title":"Contributing flow path length","engine_field":"contributing flow path length","value":{"magnitude":1059.804788,"unit":"ft","origin":"defaulted","label":"contributing flow path length","explanation":"contributing flow path length = 1059.8 ft (defaulted from CurveNumber's default value “Which geometric bound is offered for a jurisdictional credit measurement”)","source":null,"registry_key":"estimate.credit_geometry_bound","note":"The longest chord of the drawn contributing boundary, 1060 ft, against a narrowest crossing of 729 ft. A CHORD IS NOT A FLOW PATH. It is an upper bound on a straight path across the shape, and maximum contributing flow path length is a maximum, so the bound can only deny a credit the real measurement would grant."},"rests_on":"The drawn contributing boundary, as a geometric bound. No dataset contains a flow path.","displaced_by":"The measurement off the plan, which is what a manual asks for and what a reviewer checks. Every one of these fields is a dimension somebody draws, and the estimate exists to fill the box before they do, not to stand in for them.","worth":"Against a manual capping the contributing flow path at 500 ft, 1060 ft denies the credit and 729 ft grants it. The true path is between them.","moves":1.4532,"moves_figure":"contributing flow path length","rank":6,"headline":false,"editable":false,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.credit_geometry_bound"],"judgements":[{"magnitude":1.0,"unit":"policy flag","origin":"defaulted","label":"geometric bound chosen for a credit","explanation":"geometric bound chosen for a credit = 1 policy flag (defaulted from CurveNumber's default value “Which geometric bound is offered for a jurisdictional credit measurement”)","source":null,"registry_key":"estimate.credit_geometry_bound","note":""}],"bounds":[{"magnitude":729.277947,"unit":"ft","origin":"computed","label":"narrowest crossing","explanation":"narrowest crossing = 729.278 ft (computed from boundary)","source":null,"registry_key":null,"note":""}],"notes":[],"render":"contributing flow path length: contributing flow path length = 1059.8 ft (defaulted from CurveNumber's default value “Which geometric bound is offered for a jurisdictional credit measurement”)\n rests on: The drawn contributing boundary, as a geometric bound. No dataset contains a flow path.\n worth: Against a manual capping the contributing flow path at 500 ft, 1060 ft denies the credit and 729 ft grants it. The true path is between them. (a factor of 1.45 on contributing flow path length)\n displaced by: The measurement off the plan, which is what a manual asks for and what a reviewer checks. Every one of these fields is a dimension somebody draws, and the estimate exists to fill the box before they do, not to stand in for them.\n judgment: geometric bound chosen for a credit = 1 policy flag (defaulted from CurveNumber's default value “Which geometric bound is offered for a jurisdictional credit measurement”)\n bound: narrowest crossing = 729.278 ft (computed from boundary)","flow_path":null},{"field":"design_storm_depth","title":"Design storm depth","engine_field":"design storm depth, 24-hr 25 year","value":{"magnitude":3.72,"unit":"in","origin":"derived","label":"24-hr 25 year depth (mean)","explanation":"24-hr 25 year depth (mean) = 3.72 in (derived from NOAA Atlas 2 (1973) (Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded Sep 24, 2026)) 24-hr duration, 25 year ARI, partial duration series, Oregon: read off the return-period diagram (Figure 6) on the straight line through the 2 year (2.25 in) and 100 year (4.62 in) 24-hr depths, at 0.621 of the way from the 2 year line, as the Atlas directs; those depths read at the grid cell under the site centroid retrieved Sep 26, 2026)","source":"NOAA Atlas 2 (1973) (Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded 2026-09-24)) 24-hr duration, 25 year ARI, partial duration series, Oregon: read off the return-period diagram (Figure 6) on the straight line through the 2 year (2.25 in) and 100 year (4.62 in) 24-hr depths, at 0.621 of the way from the 2 year line, as the Atlas directs; those depths read at the grid cell under the site centroid retrieved 2026-09-26","registry_key":null,"note":"Miller, J. F, R. H. Frederick and R. J. Tracey, 1973. Precipitation-Frequency Atlas of the Western United States, NOAA Atlas 2, Volume IX (Washington) and Volume X (Oregon). National Weather Service, Silver Spring, MD. Grids from NOAA/National Weather Service/Office of Hydrologic Development/Hydrometeorological Design Studies Center (HDSC) and the Bureau of Reclamation, public domain. Partial duration series, as the Atlas states for these maps. Atlas 2 publishes no confidence interval. NAD27 grid, not shifted to the site's datum (the shift is a fraction of one cell)."},"rests_on":"NOAA Atlas 2 (1973) Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded Sep 24, 2026), Partial duration series, 24-hr duration, Oregon. The return period was named by the user and is not estimated by CurveNumber.","displaced_by":"The governing jurisdiction's own design depth, which supersedes outright and is entered as a a figure under Local rules. NOAA Atlas 15, when it is published, displaces the dataset rather than the choice.","worth":"NOAA Atlas 2 (1973) publishes no confidence interval, so the uncertainty in this depth is not stated by its source. The RETURN PERIOD, which CurveNumber refuses to choose, is worth far more: see design storm choices.","moves":1.0,"moves_figure":"design storm depth at a named return period","rank":7,"headline":false,"editable":true,"edited":false,"flagged":false,"override":null,"registry_keys":[],"judgements":[],"bounds":[],"notes":["The series used is 'Partial duration' and it is on the value's own citation.","The return period was supplied. Nothing here chose it."],"render":"design storm depth, 24-hr 25 year: 24-hr 25 year depth (mean) = 3.72 in (derived from NOAA Atlas 2 (1973) (Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded Sep 24, 2026)) 24-hr duration, 25 year ARI, partial duration series, Oregon: read off the return-period diagram (Figure 6) on the straight line through the 2 year (2.25 in) and 100 year (4.62 in) 24-hr depths, at 0.621 of the way from the 2 year line, as the Atlas directs; those depths read at the grid cell under the site centroid retrieved Sep 26, 2026)\n rests on: NOAA Atlas 2 (1973) Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded Sep 24, 2026), Partial duration series, 24-hr duration, Oregon. The return period was named by the user and is not estimated by CurveNumber.\n worth: NOAA Atlas 2 (1973) publishes no confidence interval, so the uncertainty in this depth is not stated by its source. The RETURN PERIOD, which CurveNumber refuses to choose, is worth far more: see design storm choices. (a factor of 1.00 on design storm depth at a named return period)\n displaced by: The governing jurisdiction's own design depth, which supersedes outright and is entered as a a figure under Local rules. NOAA Atlas 15, when it is published, displaces the dataset rather than the choice.\n note: The series used is 'Partial duration' and it is on the value's own citation.\n note: The return period was supplied. Nothing here chose it.","flow_path":null}],"refusals":[{"field":"temporal_distribution","kind":"service","title":"Temporal distribution","message":"Not estimated: the Atlas 14 temporal distribution files gave no single answer for this site. NOAA Atlas 14 does not cover this location (latitude 45.5210, longitude -123.0185). NOAA Atlas 14 covers every state in the contiguous United States except Washington and Oregon, where CurveNumber reads NOAA Atlas 2 (1973) instead, and neither atlas has a depth at this point. It is usually a point offshore. Enter the design depth from your local criteria manual.","services":["temporal"],"service_words":"the Atlas 14 temporal distribution files","state":"no_coverage","detail":"NOAA Atlas 14 does not cover this location (latitude 45.5210, longitude -123.0185). NOAA Atlas 14 covers every state in the contiguous United States except Washington and Oregon, where CurveNumber reads NOAA Atlas 2 (1973) instead, and neither atlas has a depth at this point. It is usually a point offshore. Enter the design depth from your local criteria manual.","retry":false},{"field":"credit_receiving_length_ft","kind":"not_offered","title":"Receiving flow path length","message":"receiving flow path length: the length of pervious ground the flow crosses, which is a dimension of a practice nobody has drawn yet and not a dimension of the site. The narrowest crossing of the site boundary is a bounding dimension and using it here would credit a disconnection across ground that may hold no disconnection at all. The field is left empty, so a condition reading it comes back unchecked and the credit is not granted, which is the correct outcome.","measurement":"receiving_length_ft","leave_blank":true},{"field":"credit_width_ft","kind":"not_offered","title":"Filter strip width","message":"width: the width of a filter strip measured across the face it treats, which needs the flow direction and the strip, and CurveNumber has neither. A bounding dimension of the site is not a strip width. The field is left empty and a condition reading it denies the credit.","measurement":"width_ft","leave_blank":true},{"field":"indoor_water_demand","kind":"no_dataset","title":"Indoor water demand","message":"An indoor water demand cannot be estimated from anything this product reads: it depends on occupancy, which no dataset holds. The irrigation part of a cistern's demand is estimated; the indoor part is not, because a guessed continuous demand would give a cistern its whole credit on a number nobody supplied. To credit it, enter a metered monthly demand schedule with a written commitment that the use continues.","half_offered":"irrigation_demand"}],"supplied":[{"field":"design_storm_return_period","kind":"input","title":"Design storm return period","unit":"yr","magnitude":25.0,"text":"","who":"CurveNumber Examples","reason":"Illustrative rule for this example only: the local detention standard is taken to require the 25-year, 24-hour storm. Check the governing standard for a real site.","when":"2026-09-26T23:06:19+00:00"}],"headline":"Check these 3 first: slope, a factor of 12.23 on slope across the area; time of concentration, a factor of 7.72 on time of concentration; antecedent dry period, a factor of 4.67 on antecedent dry period. The other 4 move their own figures by a factor of 4.00 or less and are reported rather than put in front of you.","recorded_at":"2026-09-26T23:06:19+00:00","available":true},"waivers":[],"reproduction":{"run_id":"run_cb73a7997a01cfd8","run_at":"2026-09-26T23:07:03+00:00","engine_version":"0.9.0","storm_in":3.72,"duration_hr":24.0,"lambda":0.2,"abstraction":{"basis":"registry_default","mode":"ratio","lambda":0.2,"depth_in":null,"registry_key":"cn.lambda","registry_default_lambda":0.2,"revision":null,"set_by":null,"set_at":null,"purpose":null,"conversion":null},"inputs_match_run":true,"identifier_basis":"The report identifier is a SHA-256 hash of the run identifier, CurveNumber version, the storm, the method badge, the headline figures and the area table. It excludes the generation time, so re-rendering an unchanged run reproduces the same identifier. IT ALSO EXCLUDES THE ACKNOWLEDGMENT STATE, which is not a property of the run: who has accepted which assumption is a record of what people have done since, it is read afresh every time this document is rendered, and the instant it was read is printed with it in the status line above and under the count on page one. Two printouts bearing this identifier are the same computation over the same inputs. Where their acceptance counts differ, they were read at the two times printed on them and neither figure has moved. The identifier cannot be checked against a printout alone: an edited copy can carry it. To verify a printout, ask the applicant for the published link, which serves the same document from this product. The inputs fingerprint beside the identifier is a hash of the inputs alone, so two runs of the same inputs share it."},"provenance_legend":[{"state":"entered","mark":"double border","meaning":"A person typed this area: its area, and its cover and soil group where named. Who and when are printed on the row. Where the curve number is the TR-55 table value for that cover and soil group, the row also says the curve number was looked up; the area and the choice of cover are still the person's."},{"state":"edited","mark":"double border, underlined","meaning":"A person changed the area, cover, soil group or curve number of this area after it was derived, entered or copied. The change, who, when and the reason are printed on the row and in the overrides section."},{"state":"copied","mark":"heavy solid border","meaning":"Copied from the other condition. The row says whether the area it was copied from was read from the datasets or typed by a person."},{"state":"derived","mark":"solid border","meaning":"Retrieved from a published source. The citation and its edition are printed with the value, because TR-55 1986 and TR-55 1975 disagree and a citation without an edition cannot be checked."},{"state":"defaulted","mark":"dashed border","meaning":"An assumption, not a measurement. CurveNumber's list of default values entry is named, and what the assumption is worth in the answer is stated with it. Where no external source exists for the assumption, this report says so in those words."},{"state":"overridden","mark":"double border, hatched, bold","meaning":"A person changed the value. Who, when, the prior value and the reason given are recorded in the overrides section and cannot be edited afterwards, because the parameter record is append only."},{"state":"supplied","mark":"double border, bold","meaning":"A person gave CurveNumber an argument and it recomputed from it: a measured flow path length in place of the geometric bound, the flow surface the ground actually is, the month the design storm is taken in. Nothing the product had stored was overwritten, which is why this mark is not the override mark; what the argument displaced is CurveNumber's own figure, and the estimates section prints it. Who, when and the reason given are in the overrides section and the record is append only."},{"state":"accepted","mark":"double border, dotted inner rule, bold","meaning":"A person examined a figure a machine produced and adopted it unchanged. It carries a person's mark because a person put it into this record under their own name, and it is not the supplied mark because nothing was handed to anything and nothing recomputed: the magnitude is the machine's own. Two acts carry it. The acceptance of a classification of an aerial photograph, which is a guess about an image and not a measurement of the ground, and which the imagery section explains; and the acceptance of a curve number fitted to a gauged rainfall and discharge record, which is a property of the whole watershed above that gauge and not a measurement of this site, and which the calibration section explains. The mark is also on an area of ground the soil survey does not rate, computed on the most likely soil group a person accepted (an estimate, not a survey rating), and on an impervious area sized by an accepted photograph. Who, when and the reason given are in the overrides section and the record is append only."},{"state":"fitted","mark":"dashed border, dotted inner rule","meaning":"CurveNumber fitted this magnitude to an observed record. It carries no person's mark, because no person put it here, and it is not the computed mark, because a computed value is a function of the inputs printed beside it and a fitted one is a function of the inputs AND of conventions: change the baseflow separation and not one input moves while the magnitude moves by curve number units. It is never printed without its interval, and a fitted figure becomes an input to a design only when a named person accepts it, which is a separate act carrying the accepted mark above."}],"disclaimers":{"long":"This report was produced using CurveNumber.com, a computational aid for estimating NRCS curve numbers and direct runoff. It is not an engineering deliverable and it is not a certification of compliance with any regulation, ordinance, or design standard. The curve number method, as published in USDA NRCS Technical Release 55 and National Engineering Handbook Part 630 Chapter 10, is an empirical method with substantial uncertainty, and its applicability to any specific site is a professional judgment that this software has not made. Input data were retrieved from third party sources listed at https://curvenumber.com/data-sources and are provided by those sources without warranty. All results require review, verification, and adoption by a qualified professional before use in design, permitting, or construction. CurveNumber.com is not the engineer of record for any project.","short":"Computational aid only. Not an engineering deliverable or a certification of compliance. Requires review by a qualified professional.","micro":"Estimate. Requires professional review.","data_quality_grade":null,"data_quality_grade_note":"No Data Quality Grade is stated on this report. The grade is a defined measure of how good the inputs behind a result are, this version does not compute one, and an absent grade is not a good grade. What this report carries instead is the provenance of each input individually, in the dataset and assumption sections below."},"disclaimer":"Decision support. Every figure in this report requires independent verification, and a licensed professional is responsible for the design. Values marked DERIVED carry a citation with an edition. Values marked DEFAULTED carry an assumption rather than a measurement, and for some of them no external source exists, which CurveNumber's list of default values states on its face and which this report repeats rather than hides. Values marked OVERRIDDEN were changed by a named person, and the prior value and the reason given are printed in the overrides section.","peak_after_practice":null,"rests_on":[{"kind":"overrides","tag":"OVERRIDDEN","conditions":["existing","proposed"],"headline":"2 values changed by a person.","detail":"2 values in force were changed by a person from the derived, table or default value. Each one, with its reason, is in the overrides section."},{"kind":"soil_chosen","tag":"SOIL CHOSEN","conditions":["existing"],"headline":"A person chose the soil group for 22 percent of the site.","detail":"Aloha silt loam (11.3 percent): published C/D, used C; Wapato silty clay loam (10.2 percent): published C/D, used D. Who chose it and why is in the soils table and the overrides section."}],"headline_change":{"direction":"increase","volume_cf":22169.132002,"depth_in":0.474344,"depth_direction":"increase","volume_percent":22.97587106628408,"depth_percent":22.974558871750112,"opposed":false,"volume_ac_ft":0.5089332415518825},"headline_ac_ft":{"existing":2.215077026170799,"proposed":2.7240102677226816},"photograph_share_words":"","signed_drafts":[],"site_map":{"format_version":1,"frame":{"west":-13694759.276,"east":-13693954.28,"south":5703616.735,"north":5704220.482,"width_px":960,"height_px":720,"ground_m_per_px":0.5875195347325648},"boundary":[[[[-123.02,45.52],[-123.017,45.52],[-123.017,45.522],[-123.02,45.522],[-123.02,45.52]]]],"practice":null,"centroid":{"lat":45.521,"lon":-123.0185},"area_ac":12.87430485189816,"image":"data:image/jpeg;base64,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","imagery":{"source":"naip","service":"USGS NAIP Imagery, The National Map","dates":["2022-07-14"],"retrieved":"2026-09-26T23:00:50+00:00","credit":"Imagery: USGS The National Map, public domain, flown July 14, 2022."},"note":""},"prepared_by":{"label":"as entered by the account holder","held":[],"name":"CurveNumber Examples","firm":"CurveNumber","title":"","website":"","website_approved":false,"source":"profile"},"published_state":{"inputs_match_run":true,"changes_since_run":[],"waivers":{}}},"steps":[{"step":1,"date":"2026-09-26T23:04:08+00:00","action":"Created the site Pasture to townhomes, Hillsboro, Oregon.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"name":"Pasture to townhomes, Hillsboro, Oregon","address":"","project_id":"prj_a5a336de52baa932","has_geometry":false}},{"step":2,"date":"2026-09-26T23:04:19+00:00","action":"Set the site boundary at 12.874 ac.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"area_ac":12.87430485189816,"prior_area_ac":null,"source":"patch","reason":"","acknowledged_run":null,"segments_now_stale":false,"overlap":null,"exception":null}},{"step":3,"date":"2026-09-26T23:04:22+00:00","action":"Derived 9 areas over a 12.874 ac boundary from the published datasets.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"derivation_id":"drv_d4c4a0597757db94","condition":"existing","segments_written":9,"segments_area_ac":12.874304851898165,"segments_replaced":0,"segments_kept":0,"area_ac":12.87430485189816,"headline_available":true,"refusal_id":"","refusal":""}},{"step":4,"date":"2026-09-26T23:04:22+00:00","action":"Derived slope of the receiving area at 4.102 percent, which moves slope across the area by a factor of 12.23.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"credit_slope","title":"Slope of the receiving area","engine_field":"slope","magnitude":4.102277819337138,"unit":"percent","origin":"derived","moves":12.22881378549002,"moves_figure":"slope across the area","rank":1,"headline":true,"worth":"The site spans P10 1.37 to P90 16.75 percent, a factor of 12.23, around a median of 4.10. A maximum slope condition is decided conservatively by the P90 and a minimum slope condition by the P10, and no single number is conservative for both, so the median is reported with both beside it.","rests_on":"USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026. Median of 2208 sampled pixels, in percent, which is the tangent of the angle and not the angle.","source_cite":"USGS 3DEP (1 m DEM, acquired 2024) Slope Degrees raster function retrieved Sep 26, 2026","registry_keys":[],"derivation_id":"drv_d4c4a0597757db94"}},{"step":5,"date":"2026-09-26T23:04:22+00:00","action":"Computed time of concentration at 0.228 hr, which moves time of concentration by a factor of 7.72.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"time_of_concentration","title":"Time of concentration","engine_field":"time of concentration","magnitude":0.2276919598133872,"unit":"hr","origin":"computed","moves":7.716706438244492,"moves_figure":"time of concentration","rank":2,"headline":true,"worth":"The surface is worth a factor of 7.72 on Tc and decides whether the peak discharge is drawn at the TR-55 minimum; the sheet flow cap 1.83; the estimated flow length 1.14.","rests_on":"TR-55 segmental: sheet flow over short grass prairie at n = 0.15 for 100 ft, then shallow concentrated flow. Slope 4.10 percent from USGS 3DEP, two year 24 hour depth 2.25 in from NOAA Atlas 2 (1973) Volume X (Oregon), 1973; HDSC and Bureau of Reclamation GIS grids, 2001, stored with CurveNumber (downloaded Sep 24, 2026), flow length 1060 ft estimated as the longest chord of the drawn boundary, which is not a flow path.","source_cite":"","registry_keys":["estimate.flow_surface_from_land_cover","estimate.sheet_flow_length_cap_ft","estimate.flow_length_from_boundary","peak.min_tc_hours"],"derivation_id":"drv_d4c4a0597757db94"}},{"step":6,"date":"2026-09-26T23:04:22+00:00","action":"Derived antecedent dry period at 14 days, which moves antecedent dry period by a factor of 4.67.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"antecedent_dry_period","title":"Antecedent dry period","engine_field":"antecedent dry period","magnitude":14.0,"unit":"day","origin":"derived","moves":4.666666666666667,"moves_figure":"antecedent dry period","rank":3,"headline":true,"worth":"P50 is 3 days and P90 is 14 days at this station, a factor of 4.67, and on a green roof whose media empties in between the two it is the difference between the whole credit and half of it.","rests_on":"NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 841 interevent dry periods over Jan 1, 1991 to Dec 31, 2020, plus the choice of the 90th percentile, which is a judgment and not a measurement.","source_cite":"NOAA NCEI GHCN-Daily (station record through Aug 31, 2026) station USC00352997, 90th percentile of interevent dry period length retrieved Sep 26, 2026","registry_keys":["estimate.dry_spell_percentile"],"derivation_id":"drv_d4c4a0597757db94"}},{"step":7,"date":"2026-09-26T23:04:22+00:00","action":"Defaulted irrigation water demand at 5,116 cu ft/day, which moves irrigation demand in the governing month by a factor of 4.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"irrigation_demand","title":"Irrigation water demand","engine_field":"irrigation demand, July","magnitude":5115.958533903154,"unit":"ft3/day","origin":"defaulted","moves":4.000000000000001,"moves_figure":"irrigation demand in the governing month","rank":4,"headline":false,"worth":"In July the demand is 5,116 cu ft per day at the shipped coefficients, 2558.0 at the generous end of both and 10231.9 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 0.9 hours, 1.9 hours or 0.5 hours.","rests_on":"gridMET monthly reference evapotranspiration (archive built 03 March 2026) as a landscape water budget: reference rate times a plant factor of 0.5, divided by an irrigation efficiency of 0.75, over 475,026 sq ft. Both coefficients are CurveNumber defaults, not figures from a published page.","source_cite":"","registry_keys":["estimate.irrigation_plant_factor","estimate.irrigation_efficiency","estimate.irrigation_season"],"derivation_id":"drv_d4c4a0597757db94"}},{"step":8,"date":"2026-09-26T23:04:22+00:00","action":"Defaulted green roof evapotranspiration rate at 0.116 in/day, which moves green roof recovery time by a factor of 2.5.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"green_roof_et_rate","title":"Green roof evapotranspiration rate","engine_field":"green roof evapotranspiration rate","magnitude":0.11631445262890536,"unit":"in/day","origin":"defaulted","moves":2.5,"moves_figure":"green roof recovery time","rank":5,"headline":false,"worth":"On a media holding 1.00 in, the recovery time runs 12.90 days at a coefficient of 0.40 and 5.16 days at 1.00, which is the whole of the credit when the dry period falls between them.","rests_on":"gridMET monthly reference evapotranspiration normals (archive built 03 March 2026) at -123.0167, 45.5250, scaled by a crop coefficient that no published source gives for this purpose.","source_cite":"","registry_keys":["estimate.green_roof_crop_coefficient"],"derivation_id":"drv_d4c4a0597757db94"}},{"step":9,"date":"2026-09-26T23:04:22+00:00","action":"Defaulted contributing flow path length at 1059.805 ft, which moves contributing flow path length by a factor of 1.45.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"credit_contributing_flow_path","title":"Contributing flow path length","engine_field":"contributing flow path length","magnitude":1059.8047880220427,"unit":"ft","origin":"defaulted","moves":1.4532247855123108,"moves_figure":"contributing flow path length","rank":6,"headline":false,"worth":"Against a manual capping the contributing flow path at 500 ft, 1060 ft denies the credit and 729 ft grants it. The true path is between them.","rests_on":"The drawn contributing boundary, as a geometric bound. No dataset contains a flow path.","source_cite":"","registry_keys":["estimate.credit_geometry_bound"],"derivation_id":"drv_d4c4a0597757db94"}},{"step":10,"date":"2026-09-26T23:05:33+00:00","action":"Attested hydrologic soil group C for map unit Aloha silt loam (1).","author":"CurveNumber Examples","reason":"","explanation":"An attestation supplies an input and moves no figure by itself. The next reading of the public data uses it and shows what it was worth. No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"groups":[{"mukey":"61419","hsg":"C","reason":"Drain tile record: The owner's drain tile plan (fictional, dated 1998, for this example) shows 4 inch clay tile at 40 foot spacing under the whole pasture, outletting to the roadside ditch, and the tile was found working on the site walk. Drained, so group C.","answer_id":"sla_3b92915f5c2aefb2","replaces":null}]}},{"step":11,"date":"2026-09-26T23:05:33+00:00","action":"Derived 8 areas over a 12.874 ac boundary from the published datasets, replacing 9.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"derivation_id":"drv_2fae6da87861a783","condition":"existing","segments_written":8,"segments_area_ac":12.874304851898161,"segments_replaced":9,"segments_kept":0,"area_ac":12.87430485189816,"headline_available":true,"refusal_id":"","refusal":""}},{"step":12,"date":"2026-09-26T23:05:58+00:00","action":"Attested hydrologic soil group D for map unit Wapato silty clay loam (43).","author":"CurveNumber Examples","reason":"","explanation":"An attestation supplies an input and moves no figure by itself. The next reading of the public data uses it and shows what it was worth. No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"groups":[{"mukey":"61507","hsg":"D","reason":"Observed on site: The Wapato soil is the low swale along the south edge, which the tile plan does not reach and which held standing water on the site walk. Undrained, so group D.","answer_id":"sla_9b508b03ad7762fd","replaces":null}]}},{"step":13,"date":"2026-09-26T23:05:58+00:00","action":"Derived 8 areas over a 12.874 ac boundary from the published datasets, replacing 8.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"derivation_id":"drv_05c0d5e6f3390b39","condition":"existing","segments_written":8,"segments_area_ac":12.874304851898161,"segments_replaced":8,"segments_kept":0,"area_ac":12.87430485189816,"headline_available":true,"refusal_id":"","refusal":""}},{"step":14,"date":"2026-09-26T23:06:19+00:00","action":"Supplied design storm return period as 25 yr, which CurveNumber recomputed design storm depth from.","author":"CurveNumber Examples","reason":"Illustrative rule for this example only: the local detention standard is taken to require the 25-year, 24-hour storm. Check the governing standard for a real site.","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"design_storm_return_period","title":"Design storm return period","kind":"input","magnitude":25.0,"text":"","unit":"yr","prior_magnitude":null,"prior":null,"reason":"Illustrative rule for this example only: the local detention standard is taken to require the 25-year, 24-hour storm. Check the governing standard for a real site.","who":"CurveNumber Examples","words_demanded":5,"words_given":26,"flagged":false,"affects":"design storm depth","worth":"","rests_on":"","recomputed":[{"field":"credit_slope","title":"Slope of the receiving area","magnitude":4.102278,"unit":"percent","origin":"derived","is_subject":false,"prior_magnitude":4.102278,"moved":false,"gone":false},{"field":"time_of_concentration","title":"Time of concentration","magnitude":0.227692,"unit":"hr","origin":"computed","is_subject":false,"prior_magnitude":0.227692,"moved":false,"gone":false},{"field":"antecedent_dry_period","title":"Antecedent dry period","magnitude":14.0,"unit":"day","origin":"derived","is_subject":false,"prior_magnitude":14.0,"moved":false,"gone":false},{"field":"irrigation_demand","title":"Irrigation water demand","magnitude":5115.958534,"unit":"ft3/day","origin":"defaulted","is_subject":false,"prior_magnitude":5115.958534,"moved":false,"gone":false},{"field":"green_roof_et_rate","title":"Green roof evapotranspiration rate","magnitude":0.116314,"unit":"in/day","origin":"defaulted","is_subject":false,"prior_magnitude":0.116314,"moved":false,"gone":false},{"field":"credit_contributing_flow_path","title":"Contributing flow path length","magnitude":1059.804788,"unit":"ft","origin":"defaulted","is_subject":false,"prior_magnitude":1059.804788,"moved":false,"gone":false},{"field":"design_storm_depth","title":"Design storm depth","magnitude":3.72,"unit":"in","origin":"derived","is_subject":false,"prior_magnitude":null,"moved":true,"gone":false}],"green_roofs_rebuilt":[]}},{"step":15,"date":"2026-09-26T23:06:38+00:00","action":"Seeded the proposed condition from the existing, 8 areas and 12.874 ac.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","source":"existing","segments":8,"total_area_ac":12.874304851898161,"replaced":0,"copied":[{"id":"seg_999d1bd63dcfb0ce","from":"seg_8c378812244ff39b"},{"id":"seg_ba9c55017876689c","from":"seg_01a4b6a4e4c77e46"},{"id":"seg_e61b41abdbc4cf9d","from":"seg_f2b820c8f5f3fb56"},{"id":"seg_acf97bf9ea535df6","from":"seg_96ae6f303fb7953b"},{"id":"seg_acec0eda03f1cd16","from":"seg_25a83e0a4dee0463"},{"id":"seg_339eeb521f3333b9","from":"seg_974bb3935a192f9a"},{"id":"seg_726989ab68709425","from":"seg_eb152e1b82c59c5e"},{"id":"seg_ec180d33a027a48c","from":"seg_60fbfe543832e39d"}]}},{"step":16,"date":"2026-09-26T23:06:42+00:00","action":"Removed area Pasture, grassland or range, fair condition, soil C, from land cover Pasture/hay from the proposed condition, 2.392 ac at CN 79.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_acf97bf9ea535df6","name":"Pasture, grassland or range, fair condition, soil C, from land cover Pasture/hay","area_ac":2.39152174645305,"cn":79.0,"impervious_fraction":0.0,"cover_key":"pasture_fair","hsg":"C"},"reason":""}},{"step":17,"date":"2026-09-26T23:06:45+00:00","action":"Removed area Pasture, grassland or range, fair condition, soil D, from land cover Pasture/hay from the proposed condition, 1.206 ac at CN 84.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_726989ab68709425","name":"Pasture, grassland or range, fair condition, soil D, from land cover Pasture/hay","area_ac":1.2056555686702732,"cn":84.0,"impervious_fraction":0.0,"cover_key":"pasture_fair","hsg":"D"},"reason":""}},{"step":18,"date":"2026-09-26T23:06:48+00:00","action":"Removed area Open space, fair condition, soil C, from land cover Developed, open space from the proposed condition, 3.327 ac at CN 79.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_ba9c55017876689c","name":"Open space, fair condition, soil C, from land cover Developed, open space","area_ac":3.3266854905542327,"cn":79.0,"impervious_fraction":0.0,"cover_key":"open_space_fair","hsg":"C"},"reason":""}},{"step":19,"date":"2026-09-26T23:06:52+00:00","action":"Added area Townhomes, 1/8 acre or less, on group C to the proposed condition, 5.718 ac at CN 90, residential districts, 1/8 acre or less, town houses (65 percent impervious).","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_81bbeaa1c9628166","name":"Townhomes, 1/8 acre or less, on group C","area_ac":5.718,"cn":90.0,"impervious_fraction":0.0,"cover_key":"residential_eighth_acre","hsg":"C"}}},{"step":20,"date":"2026-09-26T23:06:56+00:00","action":"Added area Townhomes, 1/8 acre or less, on group D to the proposed condition, 1.206 ac at CN 92, residential districts, 1/8 acre or less, town houses (65 percent impervious).","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_e2598c77e1556d91","name":"Townhomes, 1/8 acre or less, on group D","area_ac":1.206,"cn":92.0,"impervious_fraction":0.0,"cover_key":"residential_eighth_acre","hsg":"D"}}},{"step":21,"date":"2026-09-26T23:07:03+00:00","action":"Ran the site at the 3.72 in 24 hr storm by the curve number method.","author":"CurveNumber Examples","reason":"","explanation":"At the 3.72 in storm this run moves runoff depth from 2.065 to 2.539 in, an increase of 23.0 percent, and volume from 96,489 to 118,658 cu ft, an increase of 23.0 percent.","delta":{"state":"priced","storm_in":3.72,"duration_hr":24.0,"basis":"this run, as CurveNumber computed it","changes":[{"key":"run.depth","label":"runoff depth","unit":"in","from":2.0646492855122074,"to":2.5389933866828858,"delta":0.4743441011706784,"percent":22.974560594827658,"direction":"up","note":""},{"key":"run.volume","label":"runoff volume","unit":"ft3","from":96488.75525959452,"to":118657.8872616879,"delta":22169.132002093378,"percent":22.97587106647741,"direction":"up","note":""}],"sentence":"At the 3.72 in storm this run moves runoff depth from 2.065 to 2.539 in, an increase of 23.0 percent, and volume from 96,489 to 118,658 cu ft, an increase of 23.0 percent.","why":"","elapsed_ms":0.0},"inputs_changed":{"run_id":"run_cb73a7997a01cfd8","storm_in":3.72,"duration_hr":24.0,"method":"M-CN","routed":false}}],"run_id":"run_cb73a7997a01cfd8","time_zone":"Times written in sentences are in the site's local time, Pacific Time (America/Los_Angeles). Time fields are ISO 8601 in UTC."}