{"report":{"report":{"id":"CNR-48CDE392BFE5","inputs_fingerprint":"CNI-2CE963B01C3A","kind":"site","format_version":16,"generated_at":"2026-09-26T23:24:25+00:00","engine_version":"0.9.0","attributed":true,"retained":true,"notice":null,"provisional":true,"time_zone":{"key":"America/New_York","zone":"Eastern","words":"Eastern 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_5e0454039de99fc8","site_name":"Office pad redevelopment, Ballston area","address":"","project":"Example 1: Commercial redevelopment","client":"Example client (fictional)","jurisdiction":"Arlington County, Virginia","drawn_boundary":{"centroid":{"lat":38.8815,"lon":-77.11135},"bounds":{"north":38.882,"south":38.881,"east":-77.1107,"west":-77.112},"area_ac":3.0943784052498846}},"storm":{"depth_in":4.85,"duration_hr":24.0,"rainfall":{"depth":{"magnitude":4.85,"unit":"in","origin":"derived","label":"24-hr 10 year depth (mean)","explanation":"24-hr 10 year depth (mean) = 4.85 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"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":"atlas14","return_period_yr":10,"atlas":"NOAA Atlas 14","note":"This depth is the NOAA Atlas 14 10-year 24-hour depth read at this site (Partial duration series): NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026. Whether that return period 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":0.266073,"unit":"in","origin":"computed","label":"runoff depth reduction","explanation":"runoff depth reduction = 0.266073 in (computed from pre depth, post depth)","source":null,"registry_key":null,"note":""},"volume_reduction_cf":{"magnitude":2989.038251,"unit":"ft3","origin":"computed","label":"runoff volume reduction","explanation":"runoff volume reduction = 2,989 cu ft (computed from pre volume, post volume)","source":null,"registry_key":null,"note":""},"percent_reduction":{"magnitude":6.123944,"unit":"percent","origin":"computed","label":"reduction","explanation":"reduction = 6.12394 percent (computed from pre depth, post depth)","source":null,"registry_key":null,"note":""},"existing_depth_in":{"magnitude":4.344795,"unit":"in","origin":"computed","label":"runoff depth (distributed)","explanation":"runoff depth (distributed) = 4.34479 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, high intensity)","source":null,"registry_key":null,"note":"Runoff computed per area then area weighted. This is the reported result."},"proposed_depth_in":{"magnitude":4.078722,"unit":"in","origin":"computed","label":"runoff depth leaving the site","explanation":"runoff depth leaving the site = 4.07872 in (computed from runoff volume leaving the site, area=3.094 ac)","source":null,"registry_key":null,"note":"The routed volume divided by the drainage area, in that order. This is what leaves the site after the practice, not what the storm delivered to it and not what the practice held. Of 45,814 cu ft reaching the practice, 2,342 cu ft passed over the crest, 0.0 cu ft left through the underdrain and 43,472 cu ft was metered out through the outlet structure, and all of those leave the site. 0.0 cu ft infiltrated and 0.2 cu ft was still in the practice at the end of the routing. Nothing credited removes it from the practice except its outlets, so it is counted as leaving the site with them and is not retained. EXCEEDED in the 4.85 in NRCS Type II storm: 2,342 cu ft, 5.1 percent of the inflow, passed over the crest at 5.00 ft and left the practice untreated. The maximum stage was 5.22 ft. That is not by itself a failure: every practice overflows in a large enough storm, and the design question is whether it overflows in the storm it is being sized against."},"existing_volume_cf":{"magnitude":48803.312371,"unit":"ft3","origin":"computed","label":"runoff volume","explanation":"runoff volume = 48,803 cu ft (computed from runoff depth, area=3.094 ac)","source":null,"registry_key":null,"note":""},"proposed_volume_cf":{"magnitude":45814.27412,"unit":"ft3","origin":"computed","label":"runoff volume leaving the site","explanation":"runoff volume leaving the site = 45,814 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, area=3.094 ac, dt=0.0125 hr, Tc=0.1 hr)","source":null,"registry_key":null,"note":"Of 45,814 cu ft reaching the practice, 2,342 cu ft passed over the crest, 0.0 cu ft left through the underdrain and 43,472 cu ft was metered out through the outlet structure, and all of those leave the site. 0.0 cu ft infiltrated and 0.2 cu ft was still in the practice at the end of the routing. Nothing credited removes it from the practice except its outlets, so it is counted as leaving the site with them and is not retained. EXCEEDED in the 4.85 in NRCS Type II storm: 2,342 cu ft, 5.1 percent of the inflow, passed over the crest at 5.00 ft and left the practice untreated. The maximum stage was 5.22 ft. That is not by itself a failure: every practice overflows in a large enough storm, and the design question is whether it overflows in the storm it is being sized against."},"change_depth_in":-0.266073,"change_volume_cf":-2989.038251,"change_percent":-6.1246626628076015,"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":{"condition":"proposed","practice":{"id":"prc_c8be75b64bf2ef08","condition":"proposed","condition_id":"cnd_6281660d70c9c13c","name":"Underground detention vault under the parking deck","kind":"underground detention vault","from_template":true,"template_fields":["top_length_ft","top_width_ft","ponding_depth_ft","media_depth_ft","gravel_depth_ft"],"overflow_follows_rim":true,"water_table":null,"dimensions":{"top_length_ft":77.45966692414834,"top_width_ft":25.81988897471611,"ponding_depth_ft":5.0,"media_depth_ft":0.0,"gravel_depth_ft":0.0,"side_slope":0.0,"overflow_depth_ft":5.0,"weir_length_ft":25.81988897471611,"longitudinal_slope_pct":0.0,"check_dam_spacing_ft":null,"top_area_sqft":1999.9999999999998,"bottom_area_sqft":1999.9999999999998,"media_surface_ft":0.0,"overflow_ft":5.0,"rim_ft":5.0,"permanent_pool_ft":0.0,"available_storage_cf":9999.999999999998,"dead_storage_cf":0.0,"gross_storage_cf":9999.999999999998,"effective_depth_in":60.0,"ponding_frustum_cf":9999.999999999998,"ponding_prism_cf":9999.999999999998},"underdrain":null,"outlet":{"name":"single orifice control structure","stages":[{"control":"orifice","label":"10 inch low-flow orifice","diameter_in":10.0,"invert_ft":0.0,"discharge_coefficient":null,"control_ft":0.0,"empties":true,"describe":"10 inch low-flow orifice: 10 in at invert 0.00 ft, part full to 0.83 ft and an orifice on the centroid at 0.42 ft after it, Cd 0.61"}],"lowest_control_ft":0.0,"empties":true,"note":"The stages of an outlet structure discharge IN PARALLEL to one barrel. Every stage with head on it is flowing at once and the discharges add, which is why a riser passes far more at the top of its range than any one opening in it. The emergency spillway is not one of these stages: it is the overflow crest and weir length on the practice itself, and the two are kept apart because water through the structure drained the practice and water over the spillway left without entering it."},"drainage":{"contributing_impervious_sqft":95832.0,"contributing_pervious_sqft":38959.0,"contributing_total_sqft":134791.0,"note":"The routing assumes the whole site drains to this practice. Every area's runoff is convolved into one hydrograph and all of it is routed, with no bypass, no flow split and no untreated remainder, because CurveNumber represents one practice and one site. The contributing area recorded on the practice is used for the capture check and the loading ratio only. Where the two disagree, the routed figures describe a site that all drains here and the capture check describes the area stated."},"rate":{"basis":"none","is_field_test":false,"native_rate_in_hr":0.0,"design_rate_in_hr":0.0,"method":"","location":"","date":"","elevation_note":"","texture_note":"","provenance":"texture class default: no infiltration (lined or not intended to infiltrate)","statement":"No infiltration (lined). This practice is declared lined or not intended to infiltrate, so no native rate is claimed, no field test is required, and the infiltrated volume is reported as zero."},"storm_axis":{"distribution":null,"distribution_source":"run","record_distribution":null,"tc_hr":0.1,"dt_hr":null,"distribution_checked":null,"distribution_provenance":null,"transcription_caveat":null,"reasoning":"A routing needs a rainfall temporal distribution and a time of concentration, and the two are on different footings now.\n\nTHE DISTRIBUTION IS STILL CHOSEN AND STILL HAS NO DEFAULT. The distributions module refuses to resolve a coordinate to an NRCS type, because TR-55 Figure B-2 assigns the type by county and nothing here holds that map. A NOAA Atlas 14 temporal distribution IS fetched for the site and is the better provenance, and it is still not offered as the storm shape for a routed practice: the file tabulates every twelfth of the duration, so on a catchment whose time of concentration is shorter than that interval the peak discharge it produces is an artifact of the tabulation rather than a statement about storms, and the engine measures that at a factor of 4.4 against the NRCS curve. The estimate says what choosing among the four is worth; it does not choose.\n\nTHE TIME OF CONCENTRATION IS NOW ESTIMATED AND IS STILL NOT A MEASUREMENT. The flow length it depends on is not in the soil survey, the land cover raster, the elevation model or the rainfall atlas, and that has not changed. What the estimator does is bound it from the drawn boundary, as the longest chord, and assumes the flow surface (from the impervious share) and the slope. It is an unchecked estimate and may err either way: a flow path longer or rougher than assumed gives a longer time and a lower peak, a shorter or smoother one a shorter time and a higher peak. The figure arrives in the box marked as an estimate, with what it rests on and what would displace it, and the flow path measured off the grading plan displaces it. Below the TR-55 minimum of 0.1 hr the estimate is reported as computed and never lengthened, and the peak discharge is drawn at the minimum, with the raise stated on the result."},"geometry":null,"curves":null,"harvest":null,"created_at":"2026-09-26T21:33:19+00:00","updated_at":"2026-09-26T21:33:19+00:00"},"sizing":{"function":"detention, water leaves through the outlet structure","usable":true,"capture":{"required_cf":{"magnitude":7986.0,"unit":"ft3","origin":"computed","label":"required treatment volume","explanation":"required treatment volume = 7,986 cu ft (computed from impervious=95832 sqft, depth=1 in)","source":null,"registry_key":null,"note":"Taken over the contributing impervious area only. Where pervious area also drains to the practice the requirement is larger than this and the jurisdiction's own definition governs."},"available_cf":{"magnitude":10000.0,"unit":"ft3","origin":"computed","label":"available storage to the overflow","explanation":"available storage to the overflow = 10,000 cu ft (computed from bed=2000.0 sqft, gravel=0 ft at n=0.4, media=0 ft at n=0.25, ponding=5 ft at 0H:1V)","source":null,"registry_key":null,"note":"Ponding computed as a frustum: 10,000 cu ft against 10,000 cu ft for a prism on the 2,000 sq ft footprint at grade."},"surplus_cf":{"magnitude":2014.0,"unit":"ft3","origin":"computed","label":"storage surplus over the requirement","explanation":"storage surplus over the requirement = 2,014 cu ft (computed from available storage, required treatment volume)","source":null,"registry_key":null,"note":""},"loading_ratio":{"magnitude":67.3955,"unit":"dimensionless","origin":"computed","label":"loading ratio, contributing area to bed area","explanation":"loading ratio, contributing area to bed area = 67.3955 dimensionless (computed from contributing=134791 sqft, bed=2000.0 sqft)","source":null,"registry_key":null,"note":""},"dead_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"dead storage below the permanent pool","explanation":"dead storage below the permanent pool = 0 cu ft (computed from pool=0 ft, bed=2000.0 sqft)","source":null,"registry_key":null,"note":"No permanent pool is declared on this practice."},"loading_ratio_checked":false,"loading_ratio_basis":"practice.detention_loading_ratio_exempt","meets":true},"drawdown":{"hours":{"magnitude":0.84519,"unit":"hr","origin":"computed","label":"drawdown time from full","explanation":"drawdown time from full = 0.84519 hr (computed from live storage=10,000 cu ft, design rate=0 in/hr, bed=2000.0 sqft, underdrain=none, outlet structure=1 stages)","source":null,"registry_key":null,"note":"Integrated from the stage-storage and stage-discharge relations between stage 0.42 and 5.00 ft. Of 9,167 cu ft drained, 0.0 cu ft (0.0 percent) infiltrates, 0.0 cu ft (0.0 percent) leaves through the underdrain, 9,167 cu ft (100.0 percent) leaves through the outlet structure. Only the first is retention. Water that leaves through the pipe has been filtered and discharged, and water that leaves through the structure has been detained and discharged. Either one arrives downstream at full volume and recharges nothing. A jurisdiction that credits retention and not filtration or detention credits the first figure alone."},"naive_hours":{"magnitude":0.44565,"unit":"hr","origin":"computed","label":"drawdown time, naive division","explanation":"drawdown time, naive division = 0.44565 hr (computed from live storage=10,000 cu ft, design rate=0 in/hr, bed=2000.0 sqft, underdrain=none, outlet structure=1 stages)","source":null,"registry_key":null,"note":"Diagnostic, not a result. The stored volume divided by the outflow at full stage gives 0.45 hr against the integrated 0.85 hr, a difference of 47.3 percent of the integrated figure. The two agree exactly only where the outflow does not vary with stage, which is bottom infiltration at unit gradient and nothing else."},"infiltrated_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"volume infiltrated","explanation":"volume infiltrated = 0 cu ft (computed from live storage=10,000 cu ft, design rate=0 in/hr, bed=2000.0 sqft, underdrain=none, outlet structure=1 stages)","source":null,"registry_key":null,"note":"Exactly zero, and this zero is a design statement rather than a missing measurement: the underground detention vault is lined, so it passes no water to the native soil and none is credited. Crediting infiltration here would credit the same design twice. No field test is required and none is refused, which is the one exemption from that rule in CurveNumber and which is granted to a design statement rather than to a kind. Of 9,167 cu ft drained, 0.0 cu ft (0.0 percent) infiltrates, 0.0 cu ft (0.0 percent) leaves through the underdrain, 9,167 cu ft (100.0 percent) leaves through the outlet structure. Only the first is retention. Water that leaves through the pipe has been filtered and discharged, and water that leaves through the structure has been detained and discharged. Either one arrives downstream at full volume and recharges nothing. A jurisdiction that credits retention and not filtration or detention credits the first figure alone."},"underdrained_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"volume through the underdrain","explanation":"volume through the underdrain = 0 cu ft (computed from live storage=10,000 cu ft, design rate=0 in/hr, bed=2000.0 sqft, underdrain=none, outlet structure=1 stages)","source":null,"registry_key":null,"note":"Of 9,167 cu ft drained, 0.0 cu ft (0.0 percent) infiltrates, 0.0 cu ft (0.0 percent) leaves through the underdrain, 9,167 cu ft (100.0 percent) leaves through the outlet structure. Only the first is retention. Water that leaves through the pipe has been filtered and discharged, and water that leaves through the structure has been detained and discharged. Either one arrives downstream at full volume and recharges nothing. A jurisdiction that credits retention and not filtration or detention credits the first figure alone."},"outlet_cf":{"magnitude":9166.666667,"unit":"ft3","origin":"computed","label":"volume through the outlet structure","explanation":"volume through the outlet structure = 9,167 cu ft (computed from live storage=10,000 cu ft, design rate=0 in/hr, bed=2000.0 sqft, underdrain=none, outlet structure=1 stages)","source":null,"registry_key":null,"note":"Of 9,167 cu ft drained, 0.0 cu ft (0.0 percent) infiltrates, 0.0 cu ft (0.0 percent) leaves through the underdrain, 9,167 cu ft (100.0 percent) leaves through the outlet structure. Only the first is retention. Water that leaves through the pipe has been filtered and discharged, and water that leaves through the structure has been detained and discharged. Either one arrives downstream at full volume and recharges nothing. A jurisdiction that credits retention and not filtration or detention credits the first figure alone."},"drawn_cf":null,"permanent_pool_cf":{"magnitude":833.333333,"unit":"ft3","origin":"computed","label":"volume that does not drain","explanation":"volume that does not drain = 833.333 cu ft (computed from live storage=10,000 cu ft, design rate=0 in/hr, bed=2000.0 sqft, underdrain=none, outlet structure=1 stages)","source":null,"registry_key":null,"note":"Below the lowest outlet control, at 0.42 ft (the centroid of the lowest opening, where the orifice model gives no flow), 833.3 cu ft does not drain through the outlet structure. In practice a low flow opening at the floor drains it as a shallow weir, which this model does not represent, so the drawdown time is to that stage and is short of the true empty."},"limit_hr":48.0,"within_limit":true,"drained_stage_ft":0.4166666666666667},"stage_storage":[[0.0,0.0],[0.5,999.9999999999999],[1.0,1999.9999999999998],[1.5,2999.9999999999995],[2.0,3999.9999999999995],[2.5,4999.999999999999],[3.0,5999.999999999999],[3.5,6999.999999999999],[4.0,7999.999999999999],[4.5,8999.999999999998],[5.0,9999.999999999998]],"refusals":[],"resolutions":[],"jurisdiction":null,"notes":["The loading ratio of 67.4 to 1 above is REPORTED AND NOT CHECKED on an underground detention vault. The ceiling in CurveNumber is a filter bed criterion: it reasons about clogging, about scour across a media surface and about pretreatment capacity, and this practice has no media surface to load. Two acres onto the reference extended detention basin is 21.7 to 1 and would be refused by that ceiling, which is a small drainage area for a basin. What actually sizes a detention practice is the release rate against the allowable discharge, the residence time, the forebay volume and the embankment, and CurveNumber computes none of the four. The volume check below and the drawdown are sound and they are not the whole of the design."],"assumptions":["practice.added_kind_templates","practice.weir_coefficient","practice.treatment_depth_in","practice.drawdown_limit_hours","practice.detention_loading_ratio_exempt"]},"sizing_refusal":null,"storm":{"depth_in":4.85,"duration_hr":24.0,"distribution":"NRCS Type II","tc_hr":0.1,"dt_hr":null,"record_distribution":null,"record_tc_hr":0.1,"label":"the 4.85 in NRCS Type II storm","distribution_checked":false,"distribution_provenance":"NRCS Type II (built in) from USDA NRCS WinTR-55 tabular rainfall distributions (NEH Part 630 Ch. 4) (WinTR-55 version 2.00) Type I, IA, II and III 24 hour mass curves at 0.1 hr; applicability per TR-55 (1986) Appendix B, Figure B-2; not transcribed; parsed by script from the WinTR-55 v2.00 tabular files and machine cross-checked against the HEC-HMS 4.13 copy of the same tables (agreement within 0.0006); checked by NOBODY; a mass curve read as one rainfall","transcription_caveat":"The four NRCS 24 hour distributions in this product are the published NRCS tables at a 0.1 hour step (as issued with WinTR-55 version 2.00), read from the published files by a script and compared by machine with a second copy of the same tables. They have NOT yet had a second person's check against the NRCS program files. This matters more here than a curve number would: a distribution ordinate changes the peak intensity, and the peak intensity drives the inflow hydrograph, the stage the practice reaches and therefore the volume split reported below. Where the jurisdiction publishes its own distribution, supply it."},"routing":{"split":{"inflow_cf":{"magnitude":45814.27412,"unit":"ft3","origin":"computed","label":"inflow volume","explanation":"inflow volume = 45,814 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Trapezoidal, on the same rule the routing equation uses, so this is the volume the balance is closed against. It can differ from the volume the inflow hydrograph reports for itself, which is a rectangular sum, by half a step at each end of the series. On a hydrograph that starts and ends at zero, which every hydrograph CurveNumber convolves does, the two are the same number."},"antecedent_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"water in the practice before the storm","explanation":"water in the practice before the storm = 0 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Exactly zero. This practice starts the storm empty, or at its permanent pool, which is dead storage and is excluded from both sides of the balance rather than carried here."},"infiltrated_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"volume infiltrated","explanation":"volume infiltrated = 0 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Exactly zero by design: the underground detention vault is lined, so it passes no water to the native soil and none is credited. No field test is required and none is refused, which is the one exemption from that rule in CurveNumber. Of 43,472 cu ft that left through the practice rather than over it, 0.0 cu ft (0.0 percent) infiltrated, 0.0 cu ft (0.0 percent) left through the underdrain and 43,472 cu ft (100.0 percent) left through the outlet structure. Only the first is retention."},"underdrained_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"volume through the underdrain","explanation":"volume through the underdrain = 0 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Filtered and discharged. This water leaves the site and recharges nothing, so a jurisdiction crediting retention credits none of it."},"outlet_cf":{"magnitude":43472.054494,"unit":"ft3","origin":"computed","label":"volume through the outlet structure","explanation":"volume through the outlet structure = 43,472 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Detained and discharged. Every cubic foot of this arrives downstream, later and more slowly than it would have without the structure but at full volume, so it is quantity control and it is not a volume reduction. A jurisdiction crediting retention credits none of it, and a jurisdiction crediting filtration credits none of it either: nothing here passed through media."},"drawn_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"volume drawn from the practice for a use","explanation":"volume drawn from the practice for a use = 0 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Exactly zero. There is no demand schedule on this practice, so nothing is drawn out of it for a use, and the zero is a property of the design rather than a missing measurement."},"overflowed_cf":{"magnitude":2342.022632,"unit":"ft3","origin":"computed","label":"volume over the overflow","explanation":"volume over the overflow = 2,342 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Untreated. It passed the crest without entering the media."},"retained_cf":{"magnitude":0.196995,"unit":"ft3","origin":"computed","label":"volume still in the practice at the end","explanation":"volume still in the practice at the end = 0.196995 cu ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Live storage at stage 0.000 ft above a floor of 0.000 ft, 48 hr after the storm ended."},"balance_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"volume balance residual","explanation":"volume balance residual = 0.000000024 cu ft (computed from inflow, antecedent storage, infiltrated, underdrained, through the outlet structure, overflowed, drawn for a use, retained)","source":null,"registry_key":null,"note":"Inflow and whatever the practice held before the storm, less the five outflows, less what is left in storage. The fifth outflow is water drawn out of the practice for a use, which leaves the site as neither runoff nor recharge; the four before it are infiltration, the underdrain, the outlet structure and the overflow. On a practice with no demand schedule the fifth term and the antecedent term are both exactly zero and the balance is the four it always was. Zero to floating point is the expected value, because the outflow is accumulated on the same trapezoidal rule the routing equation is written in. Anything else is a solve that did not converge or a stage-storage and stage-discharge pair that describe different practices."},"discharged_cf":45814.077125729884,"leaving_cf":45814.27412026582,"destinations":[{"key":"infiltrated_cf","credit":"retention","headline":"Retained on site","where":"Infiltrated into the native soil beneath the practice.","what":"This water left the site and does not come back. It recharges groundwater, and it is the only figure a retention credit is claimed against."},{"key":"underdrained_cf","credit":"filtration","headline":"Left the site, filtered","where":"Through the underdrain, under the media bed.","what":"Treated and then discharged at full volume to the same place the runoff was going. It recharges nothing, and a jurisdiction that credits retention and not filtration credits none of it."},{"key":"outlet_cf","credit":"detention","headline":"Left the site, detained","where":"Metered out through the outlet structure.","what":"Every cubic foot of this arrives downstream, later and more slowly than it would have without the structure but at full volume. It is quantity control and it is not a volume reduction, and nothing here passed through media, so it is neither retention nor filtration."},{"key":"drawn_cf","credit":"use","headline":"Left the site, used","where":"Drawn out of the practice against the demand schedule.","what":"Somebody used this water. It left the site as neither runoff nor recharge: it did not reach the conveyance system and it did not reach the ground, so it is not detention and it is not retention. Folding it into the infiltrated volume would claim groundwater recharge for water that was used indoors, which is why it is the fifth term in the volume balance and its own figure here. What a jurisdiction credits a use at is a rule in that jurisdiction's manual; CurveNumber reports the volume and applies no credit to it."}],"never_sum":"Infiltrated, underdrained, outlet and drawn volumes are four different claims and this report never adds them. Water that infiltrates leaves the site and does not come back: it recharges groundwater and it is retention. Water that leaves through the underdrain has been filtered and then discharged, at full volume, to the same place the runoff was going: it is filtration, and it reduces nothing downstream. Water that is metered out through the outlet structure has been detained and then discharged: it arrives later and more slowly, at full volume, and it passed through no media at all, so it is neither retention nor filtration. Water that was DRAWN OUT OF THE PRACTICE FOR A USE is the fifth outflow term in the volume balance and the fourth of these claims: somebody used it, so it left the site as neither runoff nor recharge, and folding it into the infiltrated volume would claim groundwater recharge for water that was used indoors. A jurisdiction that credits retention credits the first figure alone; a jurisdiction that credits filtration credits none of the third; what a jurisdiction credits a use at is a rule CurveNumber does not hold and reports rather than applies; and a single combined reduction figure would tell a reviewer something that is not true.","balance_terms":{"inflow":["inflow_cf","antecedent_cf"],"outflow":["infiltrated_cf","underdrained_cf","outlet_cf","overflowed_cf","drawn_cf"],"held":["retained_cf"],"note":"The volume balance is the inflow plus whatever the practice held before the storm, less the five outflows, less what is still in storage at the end. The fifth outflow is water drawn out of the practice for a use; the four before it are infiltration, the underdrain, the outlet structure and the overflow. On a practice with no demand schedule the drawn term and the antecedent term are both exactly zero and the balance is the four it always was. Zero to floating point is the expected value: anything else is a solve that did not converge or a stage-storage and stage-discharge pair that describe different practices."}},"peaks":{"inflow_cfs":{"magnitude":17.235292,"unit":"cfs","origin":"computed","label":"peak inflow","explanation":"peak inflow = 17.2353 cfs (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"curve number, incremental, distributed losses convolved with the curvilinear unit hydrograph. curvilinear NRCS unit hydrograph (NRCS standard dimensionless unit hydrograph), Tp = dt/2 + 0.6 Tc = 0.0663 hr, peak rate factor 484. Ordinates rescaled by 0.99885 so the discrete volume is exactly one inch over 3.094 ac. The peak rate factor is a judgment about watershed shape and storage, not a constant, and the peak scales linearly with it. Derived from gauged watersheds of square miles and applied here to 3.094 ac, which is 207 times smaller than a square mile. Shape from NEH Part 630 (edition not established by the transcriber) Chapter 16, dimensionless unit hydrograph ordinates, transcribed by engine v0.1 seed, from the transcriber's memory of the table and checked by NOBODY."},"discharge_cfs":{"magnitude":13.847722,"unit":"cfs","origin":"computed","label":"peak discharge from the practice","explanation":"peak discharge from the practice = 13.8477 cfs (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"The underdrain plus the overflow: what reaches the conveyance system downstream. Infiltration is excluded because it does not arrive there, which is why a practice that infiltrates everything reports a peak discharge of zero rather than a small one."},"time_to_peak_inflow_hr":{"magnitude":11.925,"unit":"hr","origin":"computed","label":"time to peak inflow","explanation":"time to peak inflow = 11.925 hr (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":""},"time_to_peak_discharge_hr":{"magnitude":12.01875,"unit":"hr","origin":"computed","label":"time to peak discharge","explanation":"time to peak discharge = 12.0188 hr (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"The midpoint of the step that carried the peak, because the discharge series is a mean over each step rather than a node sample. Measured from the start of the storm on the same clock as the inflow. A practice with storage in it delays the peak as well as reducing it, and one that overflows delays it much less, because once the crest is passed the weir responds to the inflow almost directly."},"attenuation_cfs":{"magnitude":3.38757,"unit":"cfs","origin":"computed","label":"peak attenuation","explanation":"peak attenuation = 3.38757 cfs (computed from peak inflow, peak discharge)","source":null,"registry_key":null,"note":""},"attenuation_pct":{"magnitude":19.654846,"unit":"percent","origin":"computed","label":"peak attenuation","explanation":"peak attenuation = 19.6548 percent (computed from peak inflow, peak discharge)","source":null,"registry_key":null,"note":"Slightly overstated, and by a known amount rather than an unknown one. The inflow peak is a value at a time node and the discharge peak is a mean over a step, so the two are not sampled the same way, and the difference falls with the step; step halving pct on this result measures it."}},"stage":{"max_stage_ft":{"magnitude":5.221932,"unit":"ft","origin":"computed","label":"maximum stage","explanation":"maximum stage = 5.22193 ft (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"Datum is the bottom of the excavation. The crest is at 5.00 ft and the rim at 5.00 ft."},"crest_ft":5.0,"rim_ft":5.0,"freeboard_ft":-0.2219317569810677,"exceeded":true,"storm":"the 4.85 in NRCS Type II storm","exceedance":"EXCEEDED in the 4.85 in NRCS Type II storm: 2,342 cu ft, 5.1 percent of the inflow, passed over the crest at 5.00 ft and left the practice untreated. The maximum stage was 5.22 ft. That is not by itself a failure: every practice overflows in a large enough storm, and the design question is whether it overflows in the storm it is being sized against."},"function":"detention, water leaves through the outlet structure","step_halving_pct":{"magnitude":0.065309,"unit":"percent","origin":"computed","label":"peak change on halving the step","explanation":"peak change on halving the step = 0.065 percent (computed from Underground detention vault under the parking deck, the 4.85 in NRCS Type II storm, dt=0.0125 hr, bed=2000.0 sqft, design rate=0 in/hr)","source":null,"registry_key":null,"note":"The same storm routed again at half the step. This measures the step sensitivity of this practice and this storm, which the ratio against the response time can only predict."},"dt_hr":0.0125,"usable":true,"refusals":[],"resolutions":[],"warnings":[],"notes":["The practice had not emptied when the routing stopped 48 hr after the storm ended, and was still holding 0.2 cu ft still draining. It did not empty within the drawdown limit, so that volume is not capacity: it is what is in the practice when the next storm arrives. It is not retained either: nothing credited removes it except the practice's outlets, so the site's runoff volume counts it as leaving."],"assumptions":["practice.added_kind_templates","practice.weir_coefficient","practice.drawdown_limit_hours","routing.time_step_warn_ratio","routing.time_step_refuse_ratio"]},"refusal":null,"warnings":[],"notes":["The routing assumes the whole site drains to this practice. Every area's runoff is convolved into one hydrograph and all of it is routed, with no bypass, no flow split and no untreated remainder, because CurveNumber represents one practice and one site. The contributing area recorded on the practice is used for the capture check and the loading ratio only. Where the two disagree, the routed figures describe a site that all drains here and the capture check describes the area stated."]},"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 II","storm_duration_hr":24.0,"duration_note":"","distribution_note":"Distribution: NRCS Type II, 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":0.1,"tc_existing_hr":0.1,"tc_proposed_hr":0.1,"tc_source":"entered","tc_source_words":"entered for this run","tc_notes":[],"tc_proposed_source":"entered","tc_proposed_estimate":{"differs":true,"tc_hr":null,"surface":null,"ratio":null,"sentence":"The proposed surfaces differ from the existing. Enter a proposed time of concentration on the same basis as the existing one you entered.","basis":null},"shared_tc_note":"The same time of concentration (0.1 hr) is used for existing and proposed. A shorter developed Tc would raise the proposed peak.","existing":{"available":true,"peak_cfs":{"magnitude":18.120194386034484,"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 0.0125 hr. The peak uses the 24 hour NRCS Type II 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 II 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":11.925,"unit":"hr","label":"time to peak discharge","note":""},"tc_hr":0.1,"tc_used_hr":0.1,"dt_hr":0.0125,"distribution":"NRCS Type II","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 II 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":17.23529223201947,"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 0.0125 hr. The peak uses the 24 hour NRCS Type II 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 II 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":11.925,"unit":"hr","label":"time to peak discharge","note":""},"tc_hr":0.1,"tc_used_hr":0.1,"dt_hr":0.0125,"distribution":"NRCS Type II","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 II 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":0.8849021540150126,"reason":"","disclosure":"The unit hydrograph shape table was transcribed and has not been checked against the source. The NRCS Type II rainfall distribution was read from the published NRCS table by script and has not yet had a second person's check.","tc_labels":{"existing":"entered by the engineer","proposed":"entered by the engineer"},"tc_basis_note":""},"soil_range":null,"soil_waiver":null,"refusal":null,"coverage":{"ok":true,"severity":"","totals_ac":{"proposed":3.094354712613438,"existing":3.0943784052498846},"boundary_area_ac":3.094378,"basis":"Volumes and peaks are computed over the areas entered: 3.094 ac existing and 3.094 ac proposed. The drawn boundary is 3.094 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 3.094 ac you drew. Your boundary is about 13.9 of those squares. The areas total 3.094 ac.","legacy_derivation":false,"unanswered_cover":[],"answered_cover":[],"folded_cover":["On soil group C, 0.003 ac of Developed, medium intensity (0.1% of that group) was folded into Developed, high intensity; both are CN 79, so the site figure does not change."],"problems":[],"passed":["Existing and proposed both total 3.094 ac; they differ by 1 sq ft (0.00 percent), which is within the 0.015 ac tolerance and is shown as information, not as a finding.","The existing areas total 3.094 ac against the 3.094 ac boundary, within 2 percent.","The proposed areas total 3.094 ac against the 3.094 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":-77.11135,"lat":38.8815},"bounds":{"west":-77.112,"south":38.881,"east":-77.1107,"north":38.882},"vertex_count":4,"vertices":[[-77.112,38.881],[-77.1107,38.881],[-77.1107,38.882],[-77.112,38.882]],"vertices_truncated":false,"vertices_note":"","area_ac":3.0943784052498846,"area_sqm":12522.505122621365,"hole_count":0},"claims":[{"field":"state","value":"Virginia","source":"USDA NRCS SSURGO survey area VA013","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. VA013 WAS CONSULTED OVER THIS BOUNDARY AND RATES NO HYDROLOGIC SOIL GROUP FOR ANY MAP UNIT IN IT, so no soil group on this report was read from it and no cell of TR-55 Table 2-2 was reached through it. What the symbol establishes here is the state and nothing further. The soil group behind each curve number on this report was therefore chosen or typed by a person, and the overrides section names each one.","soils_rating":"unrated"},{"field":"state","value":"Virginia","source":"US Census Bureau geocoder, geographies at the boundary centroid","basis":"looked up from the boundary's own coordinate","checked":true,"note":"Arlington County, Virginia, read from US Census Geocoder (current boundaries) at -77.111350, 38.881500. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},{"field":"county","value":"Arlington 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 -77.111350, 38.881500. 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":"region","value":"Ohio River Basin and Surrounding States","source":"NOAA Atlas 14 Volume 2","basis":"read from a federal dataset over this boundary","checked":true,"note":"This volume is published for a region rather than for one state, and the states it covers are delineated on a map this product does not hold. It names the region the site is in and makes no claim about which state."}],"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":["VA013"],"survey_states":["Virginia"],"soils_rating":"unrated","census":{"state":"Virginia","state_usps":"VA","county":"Arlington County","county_fips":"51013","describe":"Arlington County, Virginia, read from US Census Geocoder (current boundaries) at -77.111350, 38.881500. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},"census_note":"","state":"Virginia","county":"Arlington 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":"unrated","why_not":"","consistency":{"ok":true,"problems":[],"dataset_states":["Virginia"],"dataset_county":"Arlington County","claims":[{"field":"state","value":"Virginia","source":"USDA NRCS SSURGO survey area VA013","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. VA013 WAS CONSULTED OVER THIS BOUNDARY AND RATES NO HYDROLOGIC SOIL GROUP FOR ANY MAP UNIT IN IT, so no soil group on this report was read from it and no cell of TR-55 Table 2-2 was reached through it. What the symbol establishes here is the state and nothing further. The soil group behind each curve number on this report was therefore chosen or typed by a person, and the overrides section names each one.","soils_rating":"unrated"},{"field":"state","value":"Virginia","source":"US Census Bureau geocoder, geographies at the boundary centroid","basis":"looked up from the boundary's own coordinate","checked":true,"note":"Arlington County, Virginia, read from US Census Geocoder (current boundaries) at -77.111350, 38.881500. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},{"field":"county","value":"Arlington 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 -77.111350, 38.881500. 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":"region","value":"Ohio River Basin and Surrounding States","source":"NOAA Atlas 14 Volume 2","basis":"read from a federal dataset over this boundary","checked":true,"note":"This volume is published for a region rather than for one state, and the states it covers are delineated on a map this product does not hold. It names the region the site is in and makes no claim about which state."}],"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":3.094378,"area_basis":"geodesic area of the derived boundary","land_cover":{"dataset":"Annual NLCD Land Cover (CONUS)","year":2024,"resolution_m":30.000000000412502,"pixel_area_sqm":900.0000000247501,"pixels_used":24,"pixels_over_area":13.913892758098774,"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":12522.505122621365,"sampled_area_sqm":12522.505122570274,"edge_fraction_lower_bound":4.079996284010372e-12,"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":false,"impervious_measured":true,"impervious_source":"Annual NLCD Fractional Impervious Surface (CONUS) (Annual NLCD Fractional Impervious Surface (CONUS), 2024, 30 m, EPSG:5070 native grid) 24 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 C, 0.003 ac of Developed, medium intensity (0.1% of that group) was folded into Developed, high intensity; both are CN 79, so the site figure does not change. Waiving the fold keeps every class at its own share."],"classes":[{"code":24,"name":"Developed, high intensity","fraction":0.9925556517575329},{"code":23,"name":"Developed, medium intensity","fraction":0.0074443482424672944}]},"soils":{"survey_areas":[{"areasymbol":"VA013","edition":"VA013 v23 2025-09-05"}],"map_units":1,"rated_map_units":0,"unrated_map_units":1,"unrated_share":0.9999999999651376,"rating":"unrated","units":[{"musym":"12","muname":"Urban land-Udorthents complex, 2 to 15 percent slopes","mukey":"123059","share":0.9999999999651376,"published":null,"dual":false,"used":"C","how":"hydrologic soil group on map unit Urban land-Udorthents complex, 2 to 15 percent slopes (12) = 1 policy flag (overridden by CurveNumber Examples on Sep 26, 2026, 5:28 PM EDT, reason: Geotechnical report: Soil group C for the Urban land-Udorthents complex, which covers the whole site. Basis: the site's geotechnical report (Boring logs B-1 to B-4, example report, fictional) found 4 to 6 feet of silty clay fill over residual silt loam, with infiltration tests of 0.08 to 0.12 inches per hour. Those rates fall in the TR-55 group C range (0.05 to 0.15 in/hr). The borings are spread across the pad, so group C applies to the whole site.)","origin":"overridden","areasymbol":"VA013"}],"unmapped_share":3.486244626316193e-11,"geometry_notes":[],"source":"USDA NRCS SSURGO via Soil Data Access (SSURGO, VA013 v23 2025-09-05) 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 4.85 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 4.85 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 3.80 in to 4.61 in, against 4.34 in as computed, a factor of 1.2 from end to end.","surfaces":{"existing":[{"name":"Impervious (measured), soil C","cn":98.0,"area_ac":2.666023692636447,"band":"R3","ia_in":0.040816,"depth_in":4.61341,"method":"curve number, standard","minor":false},{"name":"Open space, fair condition, soil C, from land cover Developed, high intensity","cn":79.0,"area_ac":0.4283547126134376,"band":"R3","ia_in":0.531646,"depth_in":2.672969,"method":"curve number, standard","minor":false}],"proposed":[{"name":"Proposed building, drives and parking","cn":98.0,"area_ac":2.2,"band":"R3","ia_in":0.040816,"depth_in":4.61341,"method":"curve number, standard","minor":false},{"name":"Construction staging lawn, compacted","cn":86.0,"area_ac":0.4283547126134376,"band":"R3","ia_in":0.325581,"depth_in":3.327256,"method":"curve number, standard","minor":false},{"name":"Landscaped courtyard and tree islands","cn":74.0,"area_ac":0.466,"band":"R3","ia_in":0.702703,"depth_in":2.245203,"method":"curve number, standard","minor":false}]},"proposed_badge":"Routing through the practice, chosen by the practice rule: A practice is present, so the site's runoff is routed through it. The inflow is computed by the curve number method, chosen by the storm depth rule: Judged area by area on each area's own curve number: P of 4.85 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":4.344795,"unit":"in","origin":"computed","label":"runoff depth (distributed)","explanation":"runoff depth (distributed) = 4.34479 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, high intensity)","source":null,"registry_key":null,"note":"Runoff computed per area then area weighted. This is the reported result."},"composite_in":{"magnitude":4.3124,"unit":"in","origin":"computed","label":"runoff depth (composite)","explanation":"runoff depth (composite) = 4.3124 in (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, high intensity)","source":null,"registry_key":null,"note":"Area weighted CN then runoff. What a reviewer computing by hand obtains."},"composite_cn":{"magnitude":95.369831,"unit":"CN","origin":"computed","label":"area weighted CN","explanation":"area weighted CN = 95.4 CN (computed from Impervious (measured), soil C, Open space, fair condition, soil C, from land cover Developed, high intensity)","source":null,"registry_key":null,"note":""},"divergence_pct":{"magnitude":-0.745586,"unit":"percent","origin":"computed","label":"composite less distributed","explanation":"composite less distributed = -0.745586 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":4.078722,"unit":"in","origin":"computed","label":"runoff depth leaving the site","explanation":"runoff depth leaving the site = 4.07872 in (computed from runoff volume leaving the site, area=3.094 ac)","source":null,"registry_key":null,"note":"The routed volume divided by the drainage area, in that order. This is what leaves the site after the practice, not what the storm delivered to it and not what the practice held. Of 45,814 cu ft reaching the practice, 2,342 cu ft passed over the crest, 0.0 cu ft left through the underdrain and 43,472 cu ft was metered out through the outlet structure, and all of those leave the site. 0.0 cu ft infiltrated and 0.2 cu ft was still in the practice at the end of the routing. Nothing credited removes it from the practice except its outlets, so it is counted as leaving the site with them and is not retained. EXCEEDED in the 4.85 in NRCS Type II storm: 2,342 cu ft, 5.1 percent of the inflow, passed over the crest at 5.00 ft and left the practice untreated. The maximum stage was 5.22 ft. That is not by itself a failure: every practice overflows in a large enough storm, and the design question is whether it overflows in the storm it is being sized against."},"composite_in":{"magnitude":4.02083,"unit":"in","origin":"computed","label":"runoff depth (composite)","explanation":"runoff depth (composite) = 4.02083 in (computed from Proposed building, drives and parking, Construction staging lawn, compacted, Landscaped courtyard and tree islands)","source":null,"registry_key":null,"note":"Area weighted CN then runoff. What a reviewer computing by hand obtains."},"composite_cn":{"magnitude":92.724504,"unit":"CN","origin":"computed","label":"area weighted CN","explanation":"area weighted CN = 92.7 CN (computed from Proposed building, drives and parking, Construction staging lawn, compacted, Landscaped courtyard and tree islands)","source":null,"registry_key":null,"note":""},"divergence_pct":{"magnitude":-1.419373,"unit":"percent","origin":"computed","label":"composite less distributed","explanation":"composite less distributed = -1.41937 percent (computed from distributed, composite)","source":null,"registry_key":null,"note":"Signed. The direction reverses between small and large P."},"reduction_distributed_in":0.26607300000000045,"reduction_composite_in":0.2915700000000001},"conditions":{"proposed":[{"id":"seg_af704976fd68d5fb","condition_id":"cnd_6281660d70c9c13c","name":"Proposed building, drives and parking","area_ac":2.2,"cover_key":"","hsg":"C","cn":98.0,"impervious_fraction":1.0,"geometry_json":null,"sort_order":0,"origin":null,"source":null,"mark":"edited","history":{"how":"copied","by":"CurveNumber Examples","at":"2026-09-26T21:29:26+00:00","source":"existing","from":"seg_ec1ad47d6a2cc866","copied_from_how":"derived","edits":[{"fields":{"area_ac":{"from":2.666023692636447,"to":2.2},"name":{"from":"Impervious (measured), soil C","to":"Proposed building, drives and parking"}},"by":"CurveNumber Examples","at":"2026-09-26T21:29:54+00:00","reason":"Site plan sheet C-3 (example, fictional) reduces paved and roofed area from 2.67 to 2.20 acres by adding a landscaped courtyard and tree islands.","condition":"proposed","name":"Proposed building, drives and parking"}]},"story":"Copied from the existing condition by CurveNumber Examples on Sep 26, 2026, 5:29 PM EDT; the area it was copied from was read from the datasets. Edited by CurveNumber Examples on Sep 26, 2026, 5:29 PM EDT: area 2.666 to 2.200 ac, name Impervious (measured), soil C to Proposed building, drives and parking. Reason: Site plan sheet C-3 (example, fictional) reduces paved and roofed area from 2.67 to 2.20 acres by adding a landscaped courtyard and tree islands."},{"id":"seg_ba64c6546a667a2c","condition_id":"cnd_6281660d70c9c13c","name":"Construction staging lawn, compacted","area_ac":0.4283547126134376,"cover_key":"open_space_fair","hsg":"C","cn":86.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":1,"origin":"overridden","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Open space, fair condition, CN 79 for hydrologic soil group C","mark":"edited","history":{"how":"copied","by":"CurveNumber Examples","at":"2026-09-26T21:29:26+00:00","source":"existing","from":"seg_6152e2e92dfc6d48","copied_from_how":"derived","edits":[{"fields":{"cn":{"from":79.0,"to":86.0},"name":{"from":"Open space, fair condition, soil C, from land cover Developed, high intensity","to":"Construction staging lawn, compacted"}},"by":"CurveNumber Examples","at":"2026-09-26T21:30:51+00:00","reason":"This strip stays as a construction staging area and will be heavily compacted by equipment. The geotechnical report (example, fictional) measured 0.02 inches per hour on similar compacted fill, which behaves like group D. TR-55 Table 2-2a open space in fair condition on group D is CN 84; we use 86 to allow for gravel patches, and we will restore it to lawn after construction.","condition":"proposed","name":"Construction staging lawn, compacted"}]},"cell_check":{"ok":false,"cover_key":"open_space_fair","hsg":"C","stated":86.0,"tabulated":79.0,"elsewhere":[["desert_shrub_fair","D"],["fallow_bare","B"],["farmsteads","D"],["newly_graded","B"],["open_space_poor","C"],["pasture_poor","C"],["residential_third_acre","D"],["row_crops_c_good","D"],["small_grain_sr_cr_poor","D"],["woods_grass_poor","D"]],"why":"USDA NRCS TR-55 (1986, 2nd ed.) Tables 2-2a to 2-2d gives 79 for Open space, Fair on HSG C, and the figure stated is 86. 86 is the published cell for Desert shrub, Fair on HSG D, Fallow, bare soil on HSG B, farmsteads on HSG D, Newly graded area, pervious only, no vegetation on HSG B, Open space, Poor on HSG C, Pasture, grassland or range, Poor on HSG C, Residential districts, 1/3 acre lots (30 percent impervious) on HSG D, Row crops, contoured, Good on HSG D, Small grain, straight row and crop residue cover, Poor on HSG D, Woods-grass combination (orchard or tree farm), Poor on HSG D."},"story":"Copied from the existing condition by CurveNumber Examples on Sep 26, 2026, 5:29 PM EDT; the area it was copied from was read from the datasets. Edited by CurveNumber Examples on Sep 26, 2026, 5:30 PM EDT: CN 79 to 86, name Open space, fair condition, soil C, from land cover Developed, high intensity to Construction staging lawn, compacted. Reason: This strip stays as a construction staging area and will be heavily compacted by equipment. The geotechnical report (example, fictional) measured 0.02 inches per hour on similar compacted fill, which behaves like group D. TR-55 Table 2-2a open space in fair condition on group D is CN 84; we use 86 to allow for gravel patches, and we will restore it to lawn after construction."},{"id":"seg_e9aa6706f5c5e5c0","condition_id":"cnd_6281660d70c9c13c","name":"Landscaped courtyard and tree islands","area_ac":0.466,"cover_key":"open_space_good","hsg":"C","cn":74.0,"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, good condition, CN 74 for hydrologic soil group C","mark":"entered","history":{"how":"typed","by":"CurveNumber Examples","at":"2026-09-26T21:30:22+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Area, cover and soil group typed by CurveNumber Examples on Sep 26, 2026, 5:30 PM EDT."}],"existing":[{"id":"seg_ec1ad47d6a2cc866","condition_id":"cnd_80475370cbdfbf20","name":"Impervious (measured), soil C","area_ac":2.666023692636447,"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":"2026-09-26T21:28:41+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 5:28 PM EDT."},{"id":"seg_6152e2e92dfc6d48","condition_id":"cnd_80475370cbdfbf20","name":"Open space, fair condition, soil C, from land cover Developed, high intensity","area_ac":0.4283547126134376,"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":"2026-09-26T21:28:41+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 5:28 PM EDT."}]},"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":"practice.added_kind_templates","quantity":"Layer depths that the kinds added after the first four start from","value":1.0,"unit":"template flag","class":"C5","confidence":"Low","worth":"The kind chosen moves the answer further than any coefficient in CurveNumber does. On the same 1,000 sq ft footprint the seven dry templates give effective storage depths over their own bottom of 15.1 in for micro-bioretention, 15.9 in for a tree box, 24.0 in for a drywell, 33.3 in for a sand filter, 45.7 in for an infiltration basin and 60.0 in for a detention vault, which is a factor of 4.0 from end to end, against the 20.3 in the bioretention template gives on the same ground. The extended detention basin template is the one to read twice: at 1,000 sq ft the 3H:1V side slopes leave 116.5 sq ft of bottom and the effective depth reads 155.8 in, which is not storage worth having but a footprint that has almost entirely become side slope, and below 648 sq ft the same template has no bottom at all. The three wet templates supply geometry and no permanent pool, so they have no effective depth until a pool is declared, which is the point of not defaulting one.","displaced_by":"The section on the drawing. These are starting dimensions for a practice described by its area alone, and every one of them is replaced by a designed profile before anything is stamped.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. A second entry rather than an edit to practice.kind_geometry_defaults, and the reason is that the first entry quotes the effective depth of each of its four templates and a test pins those four figures: folding seven more into it would either leave that worth stale or reword a number a report has already printed. The templates follow. Micro-bioretention: 6 in ponding over 24 in media over 6 in gravel on the registry side slopes, with an underdrain. Infiltration basin: 24 in ponding over prepared subgrade, with no media, no stone and no underdrain. Sand filter: 24 in ponding over 18 in sand over 12 in stone, vertical walled, with an underdrain. Tree box: 6 in ponding over 30 in media over 6 in stone, vertical walled, with an underdrain. Drywell: 60 in of stone in a square vertical walled pit. Detention vault: 60 in of open chamber, carried as ponding at a side slope of zero because it is chamber volume and not stone voids. Dry extended detention basin: 36 in of ponding on the registry side slopes, with no underdrain and no outlet. Wet pond: 72 in on the registry side slopes at a 3 to 1 aspect. Wet swale: 18 in at a 10 to 1 aspect. Constructed wetland: 36 in at a 2 to 1 aspect. They are the middle of what is commonly drawn and they are not a recommendation. Neither the detention vault nor the extended detention basin template carries an outlet structure, and both are refused as unsizeable without one, because the invert elevations in a riser are the release rates the jurisdiction asked for and there is no default release rate.","overridable":true},{"key":"practice.detention_loading_ratio_exempt","quantity":"Kinds with no filter bed are exempt from the loading ratio ceiling","value":1.0,"unit":"policy flag","class":"C5","confidence":"Low","worth":"Applying the ceiling to these kinds would refuse every one of them. Two acres of impervious cover onto the reference extended detention basin is 87,120 sq ft over a 4,022.3 sq ft bottom, which is 21.7 to 1, above the 20 to 1 ceiling, and that is a small drainage area for a basin: the ratio for a real one runs past 100 to 1 and nothing is wrong with it. The same two acres onto the reference wet pond is 9.1 to 1 and passes, which is the clearest evidence the ceiling is measuring the wrong thing here: it separates the two practices by their plan area and not by anything either of them does. What is given up by exempting them is not small, because nothing replaces it: the checks that govern a detention practice are the release rate against the allowable, the residence time, the forebay volume and the embankment, and CurveNumber computes none of the four.","displaced_by":"A jurisdictional loading limit written for detention rather than for filtration, which supersedes, or a release rate criterion, which is what actually sizes these practices and which CurveNumber would need an allowable discharge to check against.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The loading ratio in this registry is a filter bed criterion and says so: practice.loading_ratio_warn reasons about clogging, scour across the media surface and pretreatment capacity, and all three are properties of a bed that water passes through. A detention vault, a dry extended detention basin, a wet pond, a wet swale and a constructed wetland have no bed to load. The exemption is granted to those five kinds by name and to nothing else: an infiltration basin and a drywell have no media either and keep the ceiling, because their bottom is the outlet and clogging it is exactly how they fail. The ratio is still computed and still reported for the exempt kinds, with a note saying it was not checked and what would have to be checked instead, because a ratio that disappears from the output is a ratio nobody notices was never applied.","overridable":true}],"assumptions_total":14,"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_9c0a0666d509069d","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_9c0a0666d509069d","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_9c0a0666d509069d","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.added_kind_templates","quantity":"Layer depths that the kinds added after the first four start from","value":1.0,"unit":"template flag","class":"C5","confidence":"Low","worth":"The kind chosen moves the answer further than any coefficient in CurveNumber does. On the same 1,000 sq ft footprint the seven dry templates give effective storage depths over their own bottom of 15.1 in for micro-bioretention, 15.9 in for a tree box, 24.0 in for a drywell, 33.3 in for a sand filter, 45.7 in for an infiltration basin and 60.0 in for a detention vault, which is a factor of 4.0 from end to end, against the 20.3 in the bioretention template gives on the same ground. The extended detention basin template is the one to read twice: at 1,000 sq ft the 3H:1V side slopes leave 116.5 sq ft of bottom and the effective depth reads 155.8 in, which is not storage worth having but a footprint that has almost entirely become side slope, and below 648 sq ft the same template has no bottom at all. The three wet templates supply geometry and no permanent pool, so they have no effective depth until a pool is declared, which is the point of not defaulting one.","displaced_by":"The section on the drawing. These are starting dimensions for a practice described by its area alone, and every one of them is replaced by a designed profile before anything is stamped.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. A second entry rather than an edit to practice.kind_geometry_defaults, and the reason is that the first entry quotes the effective depth of each of its four templates and a test pins those four figures: folding seven more into it would either leave that worth stale or reword a number a report has already printed. The templates follow. Micro-bioretention: 6 in ponding over 24 in media over 6 in gravel on the registry side slopes, with an underdrain. Infiltration basin: 24 in ponding over prepared subgrade, with no media, no stone and no underdrain. Sand filter: 24 in ponding over 18 in sand over 12 in stone, vertical walled, with an underdrain. Tree box: 6 in ponding over 30 in media over 6 in stone, vertical walled, with an underdrain. Drywell: 60 in of stone in a square vertical walled pit. Detention vault: 60 in of open chamber, carried as ponding at a side slope of zero because it is chamber volume and not stone voids. Dry extended detention basin: 36 in of ponding on the registry side slopes, with no underdrain and no outlet. Wet pond: 72 in on the registry side slopes at a 3 to 1 aspect. Wet swale: 18 in at a 10 to 1 aspect. Constructed wetland: 36 in at a 2 to 1 aspect. They are the middle of what is commonly drawn and they are not a recommendation. Neither the detention vault nor the extended detention basin template carries an outlet structure, and both are refused as unsizeable without one, because the invert elevations in a riser are the release rates the jurisdiction asked for and there is no default release rate.","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.detention_loading_ratio_exempt","quantity":"Kinds with no filter bed are exempt from the loading ratio ceiling","value":1.0,"unit":"policy flag","class":"C5","confidence":"Low","worth":"Applying the ceiling to these kinds would refuse every one of them. Two acres of impervious cover onto the reference extended detention basin is 87,120 sq ft over a 4,022.3 sq ft bottom, which is 21.7 to 1, above the 20 to 1 ceiling, and that is a small drainage area for a basin: the ratio for a real one runs past 100 to 1 and nothing is wrong with it. The same two acres onto the reference wet pond is 9.1 to 1 and passes, which is the clearest evidence the ceiling is measuring the wrong thing here: it separates the two practices by their plan area and not by anything either of them does. What is given up by exempting them is not small, because nothing replaces it: the checks that govern a detention practice are the release rate against the allowable, the residence time, the forebay volume and the embankment, and CurveNumber computes none of the four.","displaced_by":"A jurisdictional loading limit written for detention rather than for filtration, which supersedes, or a release rate criterion, which is what actually sizes these practices and which CurveNumber would need an allowable discharge to check against.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The loading ratio in this registry is a filter bed criterion and says so: practice.loading_ratio_warn reasons about clogging, scour across the media surface and pretreatment capacity, and all three are properties of a bed that water passes through. A detention vault, a dry extended detention basin, a wet pond, a wet swale and a constructed wetland have no bed to load. The exemption is granted to those five kinds by name and to nothing else: an infiltration basin and a drywell have no media either and keep the ceiling, because their bottom is the outlet and clogging it is exactly how they fail. The ratio is still computed and still reported for the exempt kinds, with a note saying it was not checked and what would have to be checked instead, because a ratio that disappears from the output is a ratio nobody notices was never applied.","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"routing.time_step_warn_ratio","quantity":"Routing step to practice response time ratio at which the peak is flagged","value":0.25,"unit":"dimensionless","class":"C6","confidence":"Low","worth":"Measured on two 400 cu ft trenches with response times of 0.823 and 3.080 hr, routing a triangular inflow sampled identically at every step so that only the routing changes: the peak discharge runs 0.65 and 3.00 percent below the converged value at this ratio, 2.17 and 6.10 percent below at 0.5, 5.54 and 18.22 percent below at 1.0 and 20.96 and 42.72 percent below at 2.0. The error is a clipped peak and it is one sided, so it is not conservative for a downstream pipe. The volumes are far less sensitive but they are not untouched, and the difference between those two statements matters: the volume BALANCE closes exactly at any step, by construction, while the volume SPLIT shifts a little because how much infiltrates depends on how long the water stands. Across a factor of forty in the step on the first of those trenches, the volume leaving the site moved by 1.5 percent and the infiltrated share by 10 percent of itself, against 2.3 percent on the peak over the same range.","displaced_by":"The step halving check the practice routing runs on the case in hand, which measures the sensitivity of this practice and this storm instead of predicting it from a ratio.","source":null,"reasoning":"REASONED, NOT MEASURED, and weaker than it looks. The response time is the practice's emptying time at the crest, and it is the right scale for the recession and the wrong one for the peak: the peak is governed by the local time constant dS/dz over dO/dz at the stage the routing actually reaches, which at an overflow weir or just above an orifice invert is orders of magnitude shorter than the emptying time and cannot be known before the routing is run. This ratio is therefore a cheap screen that catches the gross case, and the practice routing additionally routes the same storm at half the step and reports the difference in the peak, which is the check that catches what this one misses.","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"routing.time_step_refuse_ratio","quantity":"Routing step to practice response time ratio at which routing is refused","value":1.0,"unit":"dimensionless","class":"C6","confidence":"Low","worth":"On the same two measurements, the peak discharge is 5.54 and 18.22 percent below the converged value at this ratio and 20.96 and 42.72 percent below at twice it. The spread between the two practices is as large as the error itself, which is the reason this is a screen and not a correction.","displaced_by":"Not evidence-displaceable; it is a product policy line.","source":null,"reasoning":"REASONED, NOT MEASURED. Set at the ratio where one step drains the whole practice from its crest, because a recession described by its two endpoints is not a routing, and because that is also where the measured peak error passes a twentieth on the better behaved of the two practices and a fifth on the other. Where the line falls inside that range is a judgment and nothing published says where it is. Refused rather than warned because the peak is what a downstream pipe is sized on.","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"crosswalk.nlcd_24","quantity":"Cover type, NLCD 24 developed high intensity","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Low","worth":"The cover row is nearly irrelevant on this class and the impervious measurement is nearly everything. Against the commercial row used as the pervious cover with the measured 83.1 percent added on top, 97.0 against 91.7 and 2.657 in against 2.138 in, 24 percent high. Against the class definition midpoint of 90 percent impervious, 94.3 against 91.7, which is 2.55 CN units, 11.3 percent of the runoff depth and 27.6 percent at P = 1.2 in.","displaced_by":"A high resolution land cover product, or a site plan. This is the class where a 1 meter product changes the answer most.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Maps to open_space for the sixth of the area that is pervious, which is street tree pits, verge and lot edges rather than lawn. Confidence is LOW on the cover row and that matters little, which is the finding: on this class the measured impervious fraction carries the answer.","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.weir_coefficient","quantity":"Weir coefficient for the overflow or bypass","value":3.0,"unit":"ft^0.5 per s","class":"C4","confidence":"Moderate","worth":"Small, and the overflow is not there to be accurate. On a 4 ft wide overflow passing 5 cfs the head is 0.558 ft at 3.0 against 0.520 ft at the sharp crested 3.33, a difference of 0.46 in of stage, which matters only against the freeboard. What the overflow is worth is structural: without it a storm larger than the design storm accumulates to a stage the practice does not have, and the model would return a capture volume for water that is in fact running down the street.","displaced_by":"The rating for the overflow structure as designed, which for a grate or a domed riser is not a weir at all once it submerges.","source":null,"reasoning":"NOT VERIFIED AGAINST A SOURCE. 3.0 is the standard broad crested weir coefficient in US customary units and 3.33 is the sharp crested value; no specific text was checked. 3.0 is chosen because an earthen or concrete overflow lip is broad crested, and because it gives the higher stage of the two.","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.treatment_depth_in","quantity":"Depth of runoff over the contributing impervious area to be retained","value":1.0,"unit":"in","class":"C3","confidence":"Moderate","worth":"It scales the required volume exactly linearly and therefore scales the footprint. On half an acre of pavement it is 1,815 cu ft at 1.0 in against 2,722 cu ft at 1.5 in, and a bottom area of 908 against 1,361 sq ft at a design rate of 0.5 in/hr and a 48 hour limit. The common 1.2 in variant is 20 percent on both.","displaced_by":"The governing jurisdiction's water quality volume, which supersedes, including where it is expressed as a percentile storm depth or as a runoff reduction target rather than as a depth over impervious area.","source":null,"reasoning":"NOT VERIFIED AGAINST A SOURCE. One inch over the contributing impervious area is the most common form of the requirement, and the depth, the area it is taken over and whether pervious contributing area counts all vary by jurisdiction. No specific manual was checked. The engine takes the depth over impervious area only, which understates the required volume wherever pervious area also drains to the practice, and says so on the result rather than absorbing it into the default.","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.drawdown_limit_hours","quantity":"Maximum time to empty a practice from full","value":48.0,"unit":"hr","class":"C3","confidence":"Moderate","worth":"It is the criterion that sizes infiltration practices, not the capture volume. Moving 48 to 72 hours raises the storable depth at a design rate of 0.5 in/hr from 24 to 36 in and drops the bottom area needed for 1 in over half an acre of pavement from 908 to 605 sq ft, a third less land. In the other direction it is the whole of the refusal: the reference cell at a safety factor of 4 empties in 81.1 hours, and a cell that stands full for three days is a mosquito habitat, a dead planting and a practice with no capacity when the next storm arrives.","displaced_by":"The governing jurisdiction's own figure, which supersedes. Where a manual sets different limits for the surface ponding and for the subsurface reservoir, both apply and this single limit is not sufficient.","source":null,"reasoning":"NOT VERIFIED AGAINST A SOURCE. 48 hours is the most widely required figure and 72 hours is the common alternative, and no specific manual text was checked in setting this default, so it is shipped as a jurisdictional value that the user must confirm rather than as one this product has read. The governing manual supersedes it and the engine records which was used.","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_9c0a0666d509069d","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_9c0a0666d509069d","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_9c0a0666d509069d","carried_from":null,"adoption":null,"what_the_adoption_means":""}],"acknowledgement":{"total":14,"in_force":14,"acknowledged":0,"pending":14,"displaced":0,"adopted":0,"carried_from_other_runs":0,"standing_acceptances":0,"one_at_a_time_pending":9,"groupable_pending":5,"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":"14 assumptions carried this answer and a person has accepted 0 of them. 14 carry no acceptance, so this report is provisional.","as_of":"2026-09-26T23:24:40+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":"practice.added_kind_templates","quantity":"Layer depths that the kinds added after the first four start from","value":1.0,"unit":"template flag","class":"C5","confidence":"Low","worth":"The kind chosen moves the answer further than any coefficient in CurveNumber does. On the same 1,000 sq ft footprint the seven dry templates give effective storage depths over their own bottom of 15.1 in for micro-bioretention, 15.9 in for a tree box, 24.0 in for a drywell, 33.3 in for a sand filter, 45.7 in for an infiltration basin and 60.0 in for a detention vault, which is a factor of 4.0 from end to end, against the 20.3 in the bioretention template gives on the same ground. The extended detention basin template is the one to read twice: at 1,000 sq ft the 3H:1V side slopes leave 116.5 sq ft of bottom and the effective depth reads 155.8 in, which is not storage worth having but a footprint that has almost entirely become side slope, and below 648 sq ft the same template has no bottom at all. The three wet templates supply geometry and no permanent pool, so they have no effective depth until a pool is declared, which is the point of not defaulting one.","displaced_by":"The section on the drawing. These are starting dimensions for a practice described by its area alone, and every one of them is replaced by a designed profile before anything is stamped.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. A second entry rather than an edit to practice.kind_geometry_defaults, and the reason is that the first entry quotes the effective depth of each of its four templates and a test pins those four figures: folding seven more into it would either leave that worth stale or reword a number a report has already printed. The templates follow. Micro-bioretention: 6 in ponding over 24 in media over 6 in gravel on the registry side slopes, with an underdrain. Infiltration basin: 24 in ponding over prepared subgrade, with no media, no stone and no underdrain. Sand filter: 24 in ponding over 18 in sand over 12 in stone, vertical walled, with an underdrain. Tree box: 6 in ponding over 30 in media over 6 in stone, vertical walled, with an underdrain. Drywell: 60 in of stone in a square vertical walled pit. Detention vault: 60 in of open chamber, carried as ponding at a side slope of zero because it is chamber volume and not stone voids. Dry extended detention basin: 36 in of ponding on the registry side slopes, with no underdrain and no outlet. Wet pond: 72 in on the registry side slopes at a 3 to 1 aspect. Wet swale: 18 in at a 10 to 1 aspect. Constructed wetland: 36 in at a 2 to 1 aspect. They are the middle of what is commonly drawn and they are not a recommendation. Neither the detention vault nor the extended detention basin template carries an outlet structure, and both are refused as unsizeable without one, because the invert elevations in a riser are the release rates the jurisdiction asked for and there is no default release rate.","overridable":true},{"key":"practice.detention_loading_ratio_exempt","quantity":"Kinds with no filter bed are exempt from the loading ratio ceiling","value":1.0,"unit":"policy flag","class":"C5","confidence":"Low","worth":"Applying the ceiling to these kinds would refuse every one of them. Two acres of impervious cover onto the reference extended detention basin is 87,120 sq ft over a 4,022.3 sq ft bottom, which is 21.7 to 1, above the 20 to 1 ceiling, and that is a small drainage area for a basin: the ratio for a real one runs past 100 to 1 and nothing is wrong with it. The same two acres onto the reference wet pond is 9.1 to 1 and passes, which is the clearest evidence the ceiling is measuring the wrong thing here: it separates the two practices by their plan area and not by anything either of them does. What is given up by exempting them is not small, because nothing replaces it: the checks that govern a detention practice are the release rate against the allowable, the residence time, the forebay volume and the embankment, and CurveNumber computes none of the four.","displaced_by":"A jurisdictional loading limit written for detention rather than for filtration, which supersedes, or a release rate criterion, which is what actually sizes these practices and which CurveNumber would need an allowable discharge to check against.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. The loading ratio in this registry is a filter bed criterion and says so: practice.loading_ratio_warn reasons about clogging, scour across the media surface and pretreatment capacity, and all three are properties of a bed that water passes through. A detention vault, a dry extended detention basin, a wet pond, a wet swale and a constructed wetland have no bed to load. The exemption is granted to those five kinds by name and to nothing else: an infiltration basin and a drywell have no media either and keep the ceiling, because their bottom is the outlet and clogging it is exactly how they fail. The ratio is still computed and still reported for the exempt kinds, with a note saying it was not checked and what would have to be checked instead, because a ratio that disappears from the output is a ratio nobody notices was never applied.","overridable":true},{"key":"routing.time_step_warn_ratio","quantity":"Routing step to practice response time ratio at which the peak is flagged","value":0.25,"unit":"dimensionless","class":"C6","confidence":"Low","worth":"Measured on two 400 cu ft trenches with response times of 0.823 and 3.080 hr, routing a triangular inflow sampled identically at every step so that only the routing changes: the peak discharge runs 0.65 and 3.00 percent below the converged value at this ratio, 2.17 and 6.10 percent below at 0.5, 5.54 and 18.22 percent below at 1.0 and 20.96 and 42.72 percent below at 2.0. The error is a clipped peak and it is one sided, so it is not conservative for a downstream pipe. The volumes are far less sensitive but they are not untouched, and the difference between those two statements matters: the volume BALANCE closes exactly at any step, by construction, while the volume SPLIT shifts a little because how much infiltrates depends on how long the water stands. Across a factor of forty in the step on the first of those trenches, the volume leaving the site moved by 1.5 percent and the infiltrated share by 10 percent of itself, against 2.3 percent on the peak over the same range.","displaced_by":"The step halving check the practice routing runs on the case in hand, which measures the sensitivity of this practice and this storm instead of predicting it from a ratio.","source":null,"reasoning":"REASONED, NOT MEASURED, and weaker than it looks. The response time is the practice's emptying time at the crest, and it is the right scale for the recession and the wrong one for the peak: the peak is governed by the local time constant dS/dz over dO/dz at the stage the routing actually reaches, which at an overflow weir or just above an orifice invert is orders of magnitude shorter than the emptying time and cannot be known before the routing is run. This ratio is therefore a cheap screen that catches the gross case, and the practice routing additionally routes the same storm at half the step and reports the difference in the peak, which is the check that catches what this one misses.","overridable":false},{"key":"routing.time_step_refuse_ratio","quantity":"Routing step to practice response time ratio at which routing is refused","value":1.0,"unit":"dimensionless","class":"C6","confidence":"Low","worth":"On the same two measurements, the peak discharge is 5.54 and 18.22 percent below the converged value at this ratio and 20.96 and 42.72 percent below at twice it. The spread between the two practices is as large as the error itself, which is the reason this is a screen and not a correction.","displaced_by":"Not evidence-displaceable; it is a product policy line.","source":null,"reasoning":"REASONED, NOT MEASURED. Set at the ratio where one step drains the whole practice from its crest, because a recession described by its two endpoints is not a routing, and because that is also where the measured peak error passes a twentieth on the better behaved of the two practices and a fifth on the other. Where the line falls inside that range is a judgment and nothing published says where it is. Refused rather than warned because the peak is what a downstream pipe is sized on.","overridable":false},{"key":"crosswalk.nlcd_24","quantity":"Cover type, NLCD 24 developed high intensity","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Low","worth":"The cover row is nearly irrelevant on this class and the impervious measurement is nearly everything. Against the commercial row used as the pervious cover with the measured 83.1 percent added on top, 97.0 against 91.7 and 2.657 in against 2.138 in, 24 percent high. Against the class definition midpoint of 90 percent impervious, 94.3 against 91.7, which is 2.55 CN units, 11.3 percent of the runoff depth and 27.6 percent at P = 1.2 in.","displaced_by":"A high resolution land cover product, or a site plan. This is the class where a 1 meter product changes the answer most.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Maps to open_space for the sixth of the area that is pervious, which is street tree pits, verge and lot edges rather than lawn. Confidence is LOW on the cover row and that matters little, which is the finding: on this class the measured impervious fraction carries the answer.","overridable":true}],"segment_edits":[{"condition":"proposed","segment_id":"seg_af704976fd68d5fb","segment_name":"Proposed building, drives and parking","fields":{"area_ac":{"from":2.666023692636447,"to":2.2},"name":{"from":"Impervious (measured), soil C","to":"Proposed building, drives and parking"}},"words":"area 2.666 to 2.200 ac, name Impervious (measured), soil C to Proposed building, drives and parking","by":"CurveNumber Examples","at":"2026-09-26T21:29:54+00:00","reason":"Site plan sheet C-3 (example, fictional) reduces paved and roofed area from 2.67 to 2.20 acres by adding a landscaped courtyard and tree islands.","at_words":"Sep 26, 2026, 5:29 PM EDT"},{"condition":"proposed","segment_id":"seg_ba64c6546a667a2c","segment_name":"Construction staging lawn, compacted","fields":{"cn":{"from":79.0,"to":86.0},"name":{"from":"Open space, fair condition, soil C, from land cover Developed, high intensity","to":"Construction staging lawn, compacted"}},"words":"CN 79 to 86, name Open space, fair condition, soil C, from land cover Developed, high intensity to Construction staging lawn, compacted","by":"CurveNumber Examples","at":"2026-09-26T21:30:51+00:00","reason":"This strip stays as a construction staging area and will be heavily compacted by equipment. The geotechnical report (example, fictional) measured 0.02 inches per hour on similar compacted fill, which behaves like group D. TR-55 Table 2-2a open space in fair condition on group D is CN 84; we use 86 to allow for gravel patches, and we will restore it to lawn after construction.","at_words":"Sep 26, 2026, 5:30 PM EDT"}],"departures":[{"id":1478,"label":"hydrologic soil group on map unit Urban land-Udorthents complex, 2 to 15 percent slopes (12)","origin":"overridden","magnitude":1.0,"text_value":"","unit":"policy flag","prior_magnitude":null,"changed_by":"CurveNumber Examples","reason":"Geotechnical report: Soil group C for the Urban land-Udorthents complex, which covers the whole site. Basis: the site's geotechnical report (Boring logs B-1 to B-4, example report, fictional) found 4 to 6 feet of silty clay fill over residual silt loam, with infiltration tests of 0.08 to 0.12 inches per hour. Those rates fall in the TR-55 group C range (0.05 to 0.15 in/hr). The borings are spread across the pad, so group C applies to the whole site.","drafted_by":"engine","drafted_edited":true,"drafted_signed_by":"CurveNumber Examples","recorded_at":"2026-09-26T21:28:41+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,"recorded_on":"Sep 26, 2026, 5:28 PM EDT"},{"id":1500,"label":"Proposed condition seeded from existing","origin":"overridden","magnitude":3.0943784052498846,"text_value":"","unit":"acre","prior_magnitude":null,"changed_by":"CurveNumber Examples","reason":"2 areas and 3.094 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":"2026-09-26T21:29:26+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, 5:29 PM EDT: 3.094 ac copied. Since then 2 of its areas were edited, listed above, so the two conditions are no longer the same surfaces.","recorded_on":"Sep 26, 2026, 5:29 PM EDT"},{"id":1502,"label":"CN, Construction staging lawn, compacted","origin":"overridden","magnitude":86.0,"text_value":"","unit":"CN","prior_magnitude":79.0,"changed_by":"CurveNumber Examples","reason":"This strip stays as a construction staging area and will be heavily compacted by equipment. The geotechnical report (example, fictional) measured 0.02 inches per hour on similar compacted fill, which behaves like group D. TR-55 Table 2-2a open space in fair condition on group D is CN 84; we use 86 to allow for gravel patches, and we will restore it to lawn after construction.","drafted_by":"","drafted_edited":false,"drafted_signed_by":"","recorded_at":"2026-09-26T21:30:51+00:00","flagged":true,"registry_key":"","source_cite":"USDA NRCS TR-55 (1986, 2nd ed.) Tables 2-2a to 2-2d","boundary_move":null,"segment_id":"seg_ba64c6546a667a2c","condition":"proposed","segment_name":"Construction staging lawn, compacted","superseded_by":null,"in_force":true,"flagged_material_band":true,"large_change":true,"recorded_on":"Sep 26, 2026, 5:30 PM EDT"},{"id":1503,"label":"Practice storage to the crest, Underground detention vault under the parking deck","origin":"overridden","magnitude":9999.999999999998,"text_value":"","unit":"ft3","prior_magnitude":null,"changed_by":"CurveNumber Examples","reason":"Adding the 2,000 square foot underground vault from sheet C-5 (example, fictional) so the run routes the proposed runoff through it.","drafted_by":"","drafted_edited":false,"drafted_signed_by":"","recorded_at":"2026-09-26T21:33:19+00:00","flagged":true,"registry_key":"","source_cite":"Practice as designed or entered by the user.","boundary_move":null,"segment_id":null,"condition":null,"segment_name":null,"superseded_by":null,"in_force":true,"flagged_material_band":true,"large_change":false,"recorded_on":"Sep 26, 2026, 5:33 PM EDT"}],"imagery":null,"calibration":null,"abstraction":null,"jurisdiction":null,"credits":[],"compliance":null,"green_roofs":[],"resolutions":[],"ga_soil":null,"estimates":{"made":[{"field":"temporal_distribution","title":"Temporal distribution","engine_field":"temporal distribution","value":{"magnitude":0.276606,"unit":"fraction of total depth","origin":"derived","label":"peak one hour fraction, first quartile 10 percent line","explanation":"peak one hour fraction, first quartile 10 percent line = 0.276606 fraction of total depth (derived from NOAA Atlas 14 (Volume 2 Version 2.1) first quartile case, 10 percent cumulative probability of occurrence line, 24h duration, Volume 2 (Ohio River Basin and Surrounding States), area general retrieved Sep 14, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 2.1) first quartile case, 10 percent cumulative probability of occurrence line, 24h duration, Volume 2 (Ohio River Basin and Surrounding States), area general retrieved 2026-09-14","registry_key":null,"note":"Read off the published file for Volume 2 (Ohio River Basin and Surrounding States), area general, body sha256 4ac81df13bedb2df. Nobody re-keyed these ordinates. The curve is a cumulative probability of occurrence line and not a storm."},"rests_on":"NOAA Atlas 14 Volume 2 Version 2.1 temporal distribution file for Volume 2 (Ohio River Basin and Surrounding States), area general, 24h duration, fetched and hashed rather than transcribed. WHICH of its 45 curves is a judgment and is CurveNumber's default value “Which of the NOAA Atlas 14 quartile cases and probability of occurrence lines a design storm shape is taken from”.","displaced_by":"The quartile case and probability line the governing jurisdiction names, which supersedes outright. Failing that, NOAA's own guidance on which case a design should use, which is published alongside the files and which this product has not read. A local gauge record of the storms that actually produced the design flows displaces the whole question.","worth":"The selection spans a factor of 5.10 on the peak one hour fraction inside this file, and a factor of 8.37 against the NRCS Type II curve the product uses without it. The volume is untouched.","moves":8.3679,"moves_figure":"peak one hour rainfall fraction","rank":1,"headline":true,"editable":false,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.temporal_curve_selection"],"judgements":[{"magnitude":1.0,"unit":"curve selection","origin":"defaulted","label":"temporal curve selection: first quartile, 10 percent","explanation":"temporal curve selection: first quartile, 10 percent = 1 curve selection (defaulted from CurveNumber's default value “Which of the NOAA Atlas 14 quartile cases and probability of occurrence lines a design storm shape is taken from”)","source":null,"registry_key":"estimate.temporal_curve_selection","note":""}],"bounds":[{"magnitude":0.054217,"unit":"fraction of total depth","origin":"derived","label":"flattest curve in this file, peak one hour fraction","explanation":"flattest curve in this file, peak one hour fraction = 0.054 fraction of total depth (derived from NOAA Atlas 14 (Volume 2 Version 2.1) all quartile case, 60 percent line retrieved Sep 14, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 2.1) all quartile case, 60 percent line retrieved 2026-09-14","registry_key":null,"note":""},{"magnitude":0.276606,"unit":"fraction of total depth","origin":"derived","label":"sharpest curve in this file, peak one hour fraction","explanation":"sharpest curve in this file, peak one hour fraction = 0.276606 fraction of total depth (derived from NOAA Atlas 14 (Volume 2 Version 2.1) first quartile case, 10 percent line retrieved Sep 14, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 2.1) first quartile case, 10 percent line retrieved 2026-09-14","registry_key":null,"note":""}],"notes":["NOAA Atlas 14 Volume 2 Version 2.1 temporal, Ohio River Basin and Surrounding States area general, 24h, first quartile, 10 percent (user supplied) from NOAA Atlas 14 (Volume 2 Version 2.1) temporal distribution for Volume 2 (Ohio River Basin and Surrounding States), area general, 24h duration, first quartile case, 10 percent cumulative probability of occurrence line retrieved Sep 14, 2026; not transcribed; parsed from the published NOAA file; checked by NOAA HDSC as published, body sha256 4ac81df13bedb2df, retrieved Sep 14, 2026; a cumulative probability of occurrence line, assembled across a record, which no storm followed.","Selected the first quartile 10 percent line out of 45 curves in this file. Across them the peak one hour fraction runs 0.0542 (all quartile 60 percent) to 0.2766 (first quartile 10 percent), a factor of 5.10.","Against NRCS Type II, which is what this product uses with no Atlas 14 curve, the peak one hour fraction is 0.4537: the selected curve is 39.0 percent below it. The runoff VOLUME is identical on every curve, because volume does not depend on shape.","A probability of occurrence line is NOT A STORM. No storm followed it: each line is the level a stated share of observed storms sat above at each time, assembled across the record. That is now a field on the distribution, PROBABILITY_LINE, rather than a sentence in a note.","This file tabulates every 1.992 hr, so no intensity block shorter than that can be expressed by it."],"render":"temporal distribution: peak one hour fraction, first quartile 10 percent line = 0.276606 fraction of total depth (derived from NOAA Atlas 14 (Volume 2 Version 2.1) first quartile case, 10 percent cumulative probability of occurrence line, 24h duration, Volume 2 (Ohio River Basin and Surrounding States), area general retrieved Sep 14, 2026)\n rests on: NOAA Atlas 14 Volume 2 Version 2.1 temporal distribution file for Volume 2 (Ohio River Basin and Surrounding States), area general, 24h duration, fetched and hashed rather than transcribed. WHICH of its 45 curves is a judgment and is CurveNumber's default value “Which of the NOAA Atlas 14 quartile cases and probability of occurrence lines a design storm shape is taken from”.\n worth: The selection spans a factor of 5.10 on the peak one hour fraction inside this file, and a factor of 8.37 against the NRCS Type II curve the product uses without it. The volume is untouched. (a factor of 8.37 on peak one hour rainfall fraction)\n displaced by: The quartile case and probability line the governing jurisdiction names, which supersedes outright. Failing that, NOAA's own guidance on which case a design should use, which is published alongside the files and which this product has not read. A local gauge record of the storms that actually produced the design flows displaces the whole question.\n judgment: temporal curve selection: first quartile, 10 percent = 1 curve selection (defaulted from CurveNumber's default value “Which of the NOAA Atlas 14 quartile cases and probability of occurrence lines a design storm shape is taken from”)\n bound: flattest curve in this file, peak one hour fraction = 0.054 fraction of total depth (derived from NOAA Atlas 14 (Volume 2 Version 2.1) all quartile case, 60 percent line retrieved Sep 14, 2026)\n bound: sharpest curve in this file, peak one hour fraction = 0.276606 fraction of total depth (derived from NOAA Atlas 14 (Volume 2 Version 2.1) first quartile case, 10 percent line retrieved Sep 14, 2026)\n note: NOAA Atlas 14 Volume 2 Version 2.1 temporal, Ohio River Basin and Surrounding States area general, 24h, first quartile, 10 percent (user supplied) from NOAA Atlas 14 (Volume 2 Version 2.1) temporal distribution for Volume 2 (Ohio River Basin and Surrounding States), area general, 24h duration, first quartile case, 10 percent cumulative probability of occurrence line retrieved Sep 14, 2026; not transcribed; parsed from the published NOAA file; checked by NOAA HDSC as published, body sha256 4ac81df13bedb2df, retrieved Sep 14, 2026; a cumulative probability of occurrence line, assembled across a record, which no storm followed.\n note: Selected the first quartile 10 percent line out of 45 curves in this file. Across them the peak one hour fraction runs 0.0542 (all quartile 60 percent) to 0.2766 (first quartile 10 percent), a factor of 5.10.\n note: Against NRCS Type II, which is what this product uses with no Atlas 14 curve, the peak one hour fraction is 0.4537: the selected curve is 39.0 percent below it. The runoff VOLUME is identical on every curve, because volume does not depend on shape.\n note: A probability of occurrence line is NOT A STORM. No storm followed it: each line is the level a stated share of observed storms sat above at each time, assembled across the record. That is now a field on the distribution, PROBABILITY_LINE, rather than a sentence in a note.\n note: This file tabulates every 1.992 hr, so no intensity block shorter than that can be expressed by it.","flow_path":null},{"field":"irrigation_demand","title":"Irrigation water demand","engine_field":"irrigation demand, July","value":{"magnitude":228.427304,"unit":"ft3/day","origin":"defaulted","label":"July irrigation demand","explanation":"July irrigation demand = 228.427 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 0.220358 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 18,659 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 18,659 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 228.4 cu ft per day at the shipped coefficients, 114.2 at the generous end of both and 456.9 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 21.1 hours, 1.8 days or 10.5 hours.","moves":4.0,"moves_figure":"irrigation demand in the governing month","rank":2,"headline":true,"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":164.815978,"unit":"ft3/day","origin":"defaulted","label":"April irrigation demand","explanation":"April irrigation demand = 164.816 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 0.158994 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 18,659 sq ft."},{"magnitude":190.077426,"unit":"ft3/day","origin":"defaulted","label":"May irrigation demand","explanation":"May irrigation demand = 190.077 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 0.183363 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 18,659 sq ft."},{"magnitude":217.390579,"unit":"ft3/day","origin":"defaulted","label":"June irrigation demand","explanation":"June irrigation demand = 217.391 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 0.209711 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 18,659 sq ft."},{"magnitude":228.427304,"unit":"ft3/day","origin":"defaulted","label":"July irrigation demand","explanation":"July irrigation demand = 228.427 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 0.220358 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 18,659 sq ft."},{"magnitude":200.872792,"unit":"ft3/day","origin":"defaulted","label":"August irrigation demand","explanation":"August irrigation demand = 200.873 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 0.193777 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 18,659 sq ft."},{"magnitude":153.506589,"unit":"ft3/day","origin":"defaulted","label":"September irrigation demand","explanation":"September irrigation demand = 153.507 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 0.148084 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 18,659 sq ft."},{"magnitude":104.688717,"unit":"ft3/day","origin":"defaulted","label":"October irrigation demand","explanation":"October irrigation demand = 104.689 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 0.100991 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 18,659 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 18,659 sq ft of landscape, Apr, May, Jun, Jul, Aug, Sep, Oct, estimated as a landscape water budget, 105.0 cu ft per day on the annual average, 228.4 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 = 228.427 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 18,659 sq ft. Both coefficients are CurveNumber defaults, not figures from a published page.\n worth: In July the demand is 228.4 cu ft per day at the shipped coefficients, 114.2 at the generous end of both and 456.9 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 21.1 hours, 1.8 days or 10.5 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 = 164.816 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: May irrigation demand = 190.077 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: June irrigation demand = 217.391 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: July irrigation demand = 228.427 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: August irrigation demand = 200.873 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: September irrigation demand = 153.507 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: October irrigation demand = 104.689 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 18,659 sq ft of landscape, Apr, May, Jun, Jul, Aug, Sep, Oct, estimated as a landscape water budget, 105.0 cu ft per day on the annual average, 228.4 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":"antecedent_dry_period","title":"Antecedent dry period","engine_field":"antecedent dry period","value":{"magnitude":12.0,"unit":"day","origin":"derived","label":"antecedent dry period","explanation":"antecedent dry period = 12 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, 90th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-09-22) station USW00013743, 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 1499 periods over Jan 1, 1991 to Dec 31, 2020 at a station 7.7 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 Sep 22, 2026) station USW00013743, 1499 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 4 days and P90 is 12 days at this station, a factor of 3.00, 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":3.0,"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":4.0,"unit":"day","origin":"derived","label":"dry spell P50","explanation":"dry spell P50 = 4 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, 50th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-09-22) station USW00013743, 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 1499 periods over Jan 1, 1991 to Dec 31, 2020 at a station 7.7 km from the site. Which percentile a design should use is a judgment about assumed antecedent storage and is not made by CurveNumber."},{"magnitude":12.0,"unit":"day","origin":"derived","label":"dry spell P90","explanation":"dry spell P90 = 12 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, 90th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-09-22) station USW00013743, 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 1499 periods over Jan 1, 1991 to Dec 31, 2020 at a station 7.7 km from the site. Which percentile a design should use is a judgment about assumed antecedent storage and is not made by CurveNumber."},{"magnitude":5.896598,"unit":"day","origin":"derived","label":"mean dry spell length","explanation":"mean dry spell length = 5.8966 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, mean interevent dry period, Jan 1, 1991 to Dec 31, 2020 retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-09-22) station USW00013743, 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 USW00013743 WASHINGTON REAGAN NATIONAL AIRPORT, VA US, 7.7 km from the site, daily precipitation Jun 16, 1941 to Sep 22, 2026, 100 percent complete: P10 1 d, P25 2 d, P50 4 d, P75 8 d, P90 12 d, P95 17 d, P99 27 d, mean 5.90 d, longest 44 d, from 1499 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. 0 further periods were dropped for a day with no usable observation.","The station is 7.7 km from the site and a climate is not a point. The candidates considered were: USW00013743 WASHINGTON REAGAN NATIONAL AIRPORT, VA US, 7.7 km from the site, daily precipitation Jun 16, 1941 to Sep 22, 2026, 100 percent complete; USC00448737 VIENNA, VA US, 15.4 km from the site, daily precipitation Apr 1, 1925 to Sep 23, 2026, 86 percent complete; USC00181995 COLLEGE PARK, MD US, 18.0 km from the site, daily precipitation Jan 1, 1894 to Mar 31, 1996, 95 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 = 12 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, 90th percentile of interevent dry period length retrieved Sep 26, 2026)\n rests on: NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, 1499 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 4 days and P90 is 12 days at this station, a factor of 3.00, 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 3.00 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 = 4 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, 50th percentile of interevent dry period length retrieved Sep 26, 2026)\n bound: dry spell P90 = 12 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, 90th percentile of interevent dry period length retrieved Sep 26, 2026)\n bound: mean dry spell length = 5.8966 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 22, 2026) station USW00013743, mean interevent dry period, Jan 1, 1991 to Dec 31, 2020 retrieved Sep 26, 2026)\n note: The distribution at USW00013743 WASHINGTON REAGAN NATIONAL AIRPORT, VA US, 7.7 km from the site, daily precipitation Jun 16, 1941 to Sep 22, 2026, 100 percent complete: P10 1 d, P25 2 d, P50 4 d, P75 8 d, P90 12 d, P95 17 d, P99 27 d, mean 5.90 d, longest 44 d, from 1499 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. 0 further periods were dropped for a day with no usable observation.\n note: The station is 7.7 km from the site and a climate is not a point. The candidates considered were: USW00013743 WASHINGTON REAGAN NATIONAL AIRPORT, VA US, 7.7 km from the site, daily precipitation Jun 16, 1941 to Sep 22, 2026, 100 percent complete; USC00448737 VIENNA, VA US, 15.4 km from the site, daily precipitation Apr 1, 1925 to Sep 23, 2026, 86 percent complete; USC00181995 COLLEGE PARK, MD US, 18.0 km from the site, daily precipitation Jan 1, 1894 to Mar 31, 1996, 95 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":"green_roof_et_rate","title":"Green roof evapotranspiration rate","engine_field":"green roof evapotranspiration rate","value":{"magnitude":0.132215,"unit":"in/day","origin":"defaulted","label":"July green roof evapotranspiration rate","explanation":"July green roof evapotranspiration rate = 0.132215 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 -77.1000, 38.9000, 0.220 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 -77.1000, 38.9000, 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 11.35 days at a coefficient of 0.40 and 4.54 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":4,"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":0.220358,"unit":"in/day","origin":"derived","label":"July reference ET (grass)","explanation":"July reference ET (grass) = 0.220358 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 -77.10000, 38.90000 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 -77.10000, 38.90000 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":0.132277,"unit":"in/day","origin":"derived","label":"annual mean reference ET (grass)","explanation":"annual mean reference ET (grass) = 0.132277 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 -77.10000, 38.90000 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 -77.10000, 38.90000 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 0.0794 in/day rather than 0.1322, which is 0.60 times the July figure. The month is an argument to this function for that reason.","Reference January 0.056735 in/day against July 0.220358, a factor of 3.88 at this cell."],"render":"green roof evapotranspiration rate: July green roof evapotranspiration rate = 0.132215 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 -77.1000, 38.9000, 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 11.35 days at a coefficient of 0.40 and 4.54 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) = 0.220358 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 -77.10000, 38.90000 retrieved Sep 26, 2026)\n bound: annual mean reference ET (grass) = 0.132277 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 -77.10000, 38.90000 retrieved Sep 26, 2026)\n note: The same roof on the annual mean reference rate would recover at 0.0794 in/day rather than 0.1322, which is 0.60 times the July figure. The month is an argument to this function for that reason.\n note: Reference January 0.056735 in/day against July 0.220358, a factor of 3.88 at this cell.","flow_path":null}],"refusals":[{"field":"time_of_concentration","kind":"service","title":"Time of concentration","message":"Not estimated: the elevation model (USGS 3DEP) did not answer, so there is nothing to estimate from. The USGS elevation service (3DEP) did not answer. This is the service failing, not an answer about this site. Try again in a few minutes.","services":["terrain"],"service_words":"the elevation model (USGS 3DEP)","state":"unavailable","detail":"The USGS elevation service (3DEP) did not answer. This is the service failing, not an answer about this site. Try again in a few minutes.","retry":true},{"field":"design_storm_depth","kind":"regulatory","title":"Design storm depth","message":"No return period was named, and CurveNumber does not pick one. The return period is a REGULATORY choice and not a climatological one: it is written into an ordinance, it differs between water quality, channel protection and flood control on the same site, and nothing in NOAA Atlas 14 says which applies here. NOAA Atlas 14 Volume 2 Version 3 gives these depths for the 24-hr duration at this point, each with its ninety percent interval in brackets. 1 yr: 2.61 in (2.38 to 2.91). 2 yr: 3.16 in (2.87 to 3.52). 5 yr: 4.06 in (3.68 to 4.51). 10 yr: 4.85 in (4.39 to 5.37). 25 yr: 6.06 in (5.44 to 6.68). 50 yr: 7.15 in (6.36 to 7.84). 100 yr: 8.37 in (7.39 to 9.15). 200 yr: 9.76 in (8.52 to 10.7). 500 yr: 11.9 in (10.2 to 12.9). 1000 yr: 13.8 in (11.7 to 15). That is a factor of 5.29 on the depth between the ends. Name the return period the jurisdiction requires, or enter the manual's own design depth under Local rules, which then takes precedence.","choices":[{"return_period_yr":1,"lower":{"magnitude":2.38,"unit":"in","origin":"derived","label":"24-hr 1 year depth (lower)","explanation":"24-hr 1 year depth (lower) = 2.38 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":2.61,"unit":"in","origin":"derived","label":"24-hr 1 year depth (mean)","explanation":"24-hr 1 year depth (mean) = 2.61 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":2.91,"unit":"in","origin":"derived","label":"24-hr 1 year depth (upper)","explanation":"24-hr 1 year depth (upper) = 2.91 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":2,"lower":{"magnitude":2.87,"unit":"in","origin":"derived","label":"24-hr 2 year depth (lower)","explanation":"24-hr 2 year depth (lower) = 2.87 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 2 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 2 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":3.16,"unit":"in","origin":"derived","label":"24-hr 2 year depth (mean)","explanation":"24-hr 2 year depth (mean) = 3.16 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 2 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 2 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":3.52,"unit":"in","origin":"derived","label":"24-hr 2 year depth (upper)","explanation":"24-hr 2 year depth (upper) = 3.52 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 2 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 2 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":5,"lower":{"magnitude":3.68,"unit":"in","origin":"derived","label":"24-hr 5 year depth (lower)","explanation":"24-hr 5 year depth (lower) = 3.68 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 5 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 5 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":4.06,"unit":"in","origin":"derived","label":"24-hr 5 year depth (mean)","explanation":"24-hr 5 year depth (mean) = 4.06 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 5 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 5 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":4.51,"unit":"in","origin":"derived","label":"24-hr 5 year depth (upper)","explanation":"24-hr 5 year depth (upper) = 4.51 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 5 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 5 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":10,"lower":{"magnitude":4.39,"unit":"in","origin":"derived","label":"24-hr 10 year depth (lower)","explanation":"24-hr 10 year depth (lower) = 4.39 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":4.85,"unit":"in","origin":"derived","label":"24-hr 10 year depth (mean)","explanation":"24-hr 10 year depth (mean) = 4.85 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":5.37,"unit":"in","origin":"derived","label":"24-hr 10 year depth (upper)","explanation":"24-hr 10 year depth (upper) = 5.37 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 10 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":25,"lower":{"magnitude":5.44,"unit":"in","origin":"derived","label":"24-hr 25 year depth (lower)","explanation":"24-hr 25 year depth (lower) = 5.44 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 25 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 25 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":6.06,"unit":"in","origin":"derived","label":"24-hr 25 year depth (mean)","explanation":"24-hr 25 year depth (mean) = 6.06 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 25 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 25 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":6.68,"unit":"in","origin":"derived","label":"24-hr 25 year depth (upper)","explanation":"24-hr 25 year depth (upper) = 6.68 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 25 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 25 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":50,"lower":{"magnitude":6.36,"unit":"in","origin":"derived","label":"24-hr 50 year depth (lower)","explanation":"24-hr 50 year depth (lower) = 6.36 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 50 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 50 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":7.15,"unit":"in","origin":"derived","label":"24-hr 50 year depth (mean)","explanation":"24-hr 50 year depth (mean) = 7.15 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 50 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 50 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":7.84,"unit":"in","origin":"derived","label":"24-hr 50 year depth (upper)","explanation":"24-hr 50 year depth (upper) = 7.84 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 50 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 50 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":100,"lower":{"magnitude":7.39,"unit":"in","origin":"derived","label":"24-hr 100 year depth (lower)","explanation":"24-hr 100 year depth (lower) = 7.39 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 100 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 100 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":8.37,"unit":"in","origin":"derived","label":"24-hr 100 year depth (mean)","explanation":"24-hr 100 year depth (mean) = 8.37 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 100 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 100 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":9.15,"unit":"in","origin":"derived","label":"24-hr 100 year depth (upper)","explanation":"24-hr 100 year depth (upper) = 9.15 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 100 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 100 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":200,"lower":{"magnitude":8.52,"unit":"in","origin":"derived","label":"24-hr 200 year depth (lower)","explanation":"24-hr 200 year depth (lower) = 8.52 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 200 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 200 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":9.76,"unit":"in","origin":"derived","label":"24-hr 200 year depth (mean)","explanation":"24-hr 200 year depth (mean) = 9.76 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 200 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 200 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":10.7,"unit":"in","origin":"derived","label":"24-hr 200 year depth (upper)","explanation":"24-hr 200 year depth (upper) = 10.7 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 200 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 200 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":500,"lower":{"magnitude":10.2,"unit":"in","origin":"derived","label":"24-hr 500 year depth (lower)","explanation":"24-hr 500 year depth (lower) = 10.2 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 500 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 500 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":11.9,"unit":"in","origin":"derived","label":"24-hr 500 year depth (mean)","explanation":"24-hr 500 year depth (mean) = 11.9 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 500 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 500 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":12.9,"unit":"in","origin":"derived","label":"24-hr 500 year depth (upper)","explanation":"24-hr 500 year depth (upper) = 12.9 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 500 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 500 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}},{"return_period_yr":1000,"lower":{"magnitude":11.7,"unit":"in","origin":"derived","label":"24-hr 1000 year depth (lower)","explanation":"24-hr 1000 year depth (lower) = 11.7 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1000 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1000 year ARI, lower bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"mean":{"magnitude":13.8,"unit":"in","origin":"derived","label":"24-hr 1000 year depth (mean)","explanation":"24-hr 1000 year depth (mean) = 13.8 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1000 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1000 year ARI, mean estimate, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."},"upper":{"magnitude":15.0,"unit":"in","origin":"derived","label":"24-hr 1000 year depth (upper)","explanation":"24-hr 1000 year depth (upper) = 15 in (derived from NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1000 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved Sep 26, 2026)","source":"NOAA Atlas 14 (Volume 2 Version 3) 24-hr duration, 1000 year ARI, upper bound of the 90 percent confidence interval, partial duration series, Ohio River Basin retrieved 2026-09-26","registry_key":null,"note":"Partial duration series. The recurrence interval is an average recurrence interval between events over a threshold, not the annual maximum return period most drainage criteria are written in. The two agree to within a percent at 100 years and differ by around eight percent at 2 years. No conversion has been applied."}}],"duration":"24-hr","atlas":"NOAA Atlas 14","preselected":null},{"field":"credit_slope","kind":"service","title":"Slope of the receiving area","message":"Not estimated: the elevation model (USGS 3DEP) did not answer, so there is nothing to estimate from. The USGS elevation service (3DEP) did not answer. This is the service failing, not an answer about this site. Try again in a few minutes.","services":["terrain"],"service_words":"the elevation model (USGS 3DEP)","state":"unavailable","detail":"The USGS elevation service (3DEP) did not answer. This is the service failing, not an answer about this site. Try again in a few minutes.","retry":true},{"field":"credit_contributing_flow_path","kind":"service","title":"Contributing flow path length","message":"Not estimated: the credit area figures are read from the same services as the slope, and they did not answer."},{"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":[],"headline":"Check these 3 first: temporal distribution, a factor of 8.37 on peak one hour rainfall fraction; irrigation demand, July, a factor of 4.00 on irrigation demand in the governing month; antecedent dry period, a factor of 3.00 on antecedent dry period. The other 1 move their own figures by a factor of 2.50 or less and are reported rather than put in front of you.","recorded_at":"2026-09-26T21:28:41+00:00","available":true},"waivers":[],"reproduction":{"run_id":"run_9c0a0666d509069d","run_at":"2026-09-26T23:24:25+00:00","engine_version":"0.9.0","storm_in":4.85,"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":{"practice":"Underground detention vault under the parking deck","condition":"proposed","withheld":false,"peak_cfs":13.847722,"time_to_peak_hr":12.01875,"inflow_cfs":17.235292,"change_cfs":-4.272472386034485,"overflowed":true,"overflow_cf":2342.022632,"overflow_percent":5.11199331864477,"max_stage_ft":5.221932,"crest_ft":5.0,"dt_hr":0.0125},"rests_on":[{"kind":"overrides","tag":"OVERRIDDEN","conditions":["proposed"],"headline":"1 value changed by a person; CN 79 to 86 on the proposed condition, a large change.","detail":"1 value in force was changed by a person from the derived, table or default value. Largest: CN 79 to 86 (7 points higher) on Construction staging lawn, compacted, proposed condition, 0.428 ac: about 2.3 percent more proposed runoff at this storm. 1 of them is large (at least 5 curve number points or 10 percent of that condition's runoff). 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 100 percent of the site.","detail":"Urban land-Udorthents complex, 2 to 15 percent slopes (100.0 percent): published not rated, used C. Who chose it and why is in the soils table and the overrides section."}],"headline_change":{"direction":"reduction","volume_cf":2989.038251,"depth_in":0.266073,"depth_direction":"reduction","volume_percent":6.1246626628076015,"depth_percent":6.12394831056471,"opposed":false,"volume_ac_ft":0.06861887628558311},"headline_ac_ft":{"existing":1.1203698891414142,"proposed":1.0517510128558312},"photograph_share_words":"","signed_drafts":[{"reason":"Soil group C for the Urban land-Udorthents complex, which covers the whole site. Basis: the site's geotechnical report (Boring logs B-1 to B-4, example report, fictional) found 4 to 6 feet of silty clay fill over residual silt loam, with infiltration tests of 0.08 to 0.12 inches per hour. Those rates fall in the TR-55 group C range (0.05 to 0.15 in/hr). The borings are spread across the pad, so group C applies to the whole site.","drafted_by":"engine","drafted_edited":true,"drafted_signed_by":"CurveNumber 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","imagery":{"source":"naip","service":"USGS NAIP Imagery, The National Map","dates":["2023-11-13"],"retrieved":"2026-09-26T23:24:24+00:00","credit":"Imagery: USGS The National Map, public domain, flown November 13, 2023."},"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":"2026-09-26T21:22:55+00:00","action":"Created the site Office pad redevelopment, Ballston area.","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":"Office pad redevelopment, Ballston area","address":"","project_id":"prj_faae06f8528aca71","has_geometry":false}},{"step":2,"date":"2026-09-26T21:23:30+00:00","action":"Set the site boundary at 3.094 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":3.0943784052498846,"prior_area_ac":null,"source":"patch","reason":"","acknowledged_run":null,"segments_now_stale":false,"overlap":null,"exception":null}},{"step":3,"date":"2026-09-26T21:24:55+00:00","action":"Derived 0 areas over a 3.094 ac boundary from the published datasets; the areas total 0.000 ac, and refused a headline number: “No part of the site has a known soil group”.","author":"CurveNumber Examples","reason":"","explanation":"No part of this site has a resolved hydrologic soil group, so there is no cell of TR-55 Table 2-2a to read and no curve number to report. The site measures 3.094 ac, and every share below is of that. 100.0% of the site (3.094 ac, 24 pixels): map unit Urban land-Udorthents complex, 2 to 15 percent slopes, dominant component Urban land. the survey rates no hydrologic soil group for this map unit. Supply instead: a hydrologic soil group for this map unit, from a geotechnical report, a neighboring rated map unit the user is willing to attest to, or a soil boring. Enter it as the answer for this map unit, which records who supplied it and why. To proceed: a hydrologic soil group for at least one map unit, from a geotechnical report, a neighboring rated map unit you will attest to, or a soil boring, entered as the answer for that map unit. 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_1ce2ec57227bf8c4","condition":"existing","segments_written":0,"segments_area_ac":0.0,"segments_replaced":0,"segments_kept":0,"area_ac":3.0943784052498846,"headline_available":false,"refusal_id":"CN-SEG-002","refusal":"No part of this site has a resolved hydrologic soil group, so there is no cell of TR-55 Table 2-2a to read and no curve number to report. The site measures 3.094 ac, and every share below is of that. 100.0% of the site (3.094 ac, 24 pixels): map unit Urban land-Udorthents complex, 2 to 15 percent slopes, dominant component Urban land. the survey rates no hydrologic soil group for this map unit. Supply instead: a hydrologic soil group for this map unit, from a geotechnical report, a neighboring rated map unit the user is willing to attest to, or a soil boring. Enter it as the answer for this map unit, which records who supplied it and why."}},{"step":4,"date":"2026-09-26T21:24:55+00:00","action":"Derived temporal distribution at 0.277 of the total depth, which moves peak one hour rainfall fraction by a factor of 8.37.","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":"temporal_distribution","title":"Temporal distribution","engine_field":"temporal distribution","magnitude":0.27660642570281135,"unit":"fraction of total depth","origin":"derived","moves":8.367875555555537,"moves_figure":"peak one hour rainfall fraction","rank":1,"headline":true,"worth":"The selection spans a factor of 5.10 on the peak one hour fraction inside this file, and a factor of 8.37 against the NRCS Type II curve the product uses without it. The volume is untouched.","rests_on":"NOAA Atlas 14 Volume 2 Version 2.1 temporal distribution file for Volume 2 (Ohio River Basin and Surrounding States), area general, 24h duration, fetched and hashed rather than transcribed. WHICH of its 45 curves is a judgment and is CurveNumber's default value “Which of the NOAA Atlas 14 quartile cases and probability of occurrence lines a design storm shape is taken from”.","source_cite":"NOAA Atlas 14 (Volume 2 Version 2.1) first quartile case, 10 percent cumulative probability of occurrence line, 24h duration, Volume 2 (Ohio River Basin and Surrounding States), area general retrieved Sep 14, 2026","registry_keys":["estimate.temporal_curve_selection"],"derivation_id":"drv_1ce2ec57227bf8c4"}},{"step":5,"date":"2026-09-26T21:24:55+00:00","action":"Defaulted irrigation water demand at 228.427 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":228.42730425330163,"unit":"ft3/day","origin":"defaulted","moves":4.000000000000001,"moves_figure":"irrigation demand in the governing month","rank":2,"headline":true,"worth":"In July the demand is 228.4 cu ft per day at the shipped coefficients, 114.2 at the generous end of both and 456.9 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 21.1 hours, 1.8 days or 10.5 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 18,659 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_1ce2ec57227bf8c4"}},{"step":6,"date":"2026-09-26T21:24:55+00:00","action":"Derived antecedent dry period at 12 days, which moves antecedent dry period by a factor of 3.","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":12.0,"unit":"day","origin":"derived","moves":3.0,"moves_figure":"antecedent dry period","rank":3,"headline":true,"worth":"P50 is 4 days and P90 is 12 days at this station, a factor of 3.00, 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 Sep 22, 2026) station USW00013743, 1499 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 Sep 22, 2026) station USW00013743, 90th percentile of interevent dry period length retrieved Sep 26, 2026","registry_keys":["estimate.dry_spell_percentile"],"derivation_id":"drv_1ce2ec57227bf8c4"}},{"step":7,"date":"2026-09-26T21:24:55+00:00","action":"Defaulted green roof evapotranspiration rate at 0.132 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":0.13221488442976914,"unit":"in/day","origin":"defaulted","moves":2.5,"moves_figure":"green roof recovery time","rank":4,"headline":false,"worth":"On a media holding 1.00 in, the recovery time runs 11.35 days at a coefficient of 0.40 and 4.54 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 -77.1000, 38.9000, 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_1ce2ec57227bf8c4"}},{"step":8,"date":"2026-09-26T21:27:19+00:00","action":"Ran the site at the 4.85 in 24 hr storm by the curve number method.","author":"CurveNumber Examples","reason":"","explanation":"At the 4.85 in storm the existing condition produces 4.391 in of runoff and 49,317 cu ft over the site. There is no proposed condition, so there is no reduction to report.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"this run, as CurveNumber computed it","changes":[{"key":"run.depth","label":"runoff depth on the existing condition","unit":"in","from":null,"to":4.3905211043326515,"delta":null,"percent":null,"direction":"appeared","note":"Runoff computed per area then area weighted. This is the reported result."},{"key":"run.volume","label":"runoff volume on the existing condition","unit":"ft3","from":null,"to":49316.93930573822,"delta":null,"percent":null,"direction":"appeared","note":""}],"sentence":"At the 4.85 in storm the existing condition produces 4.391 in of runoff and 49,317 cu ft over the site. There is no proposed condition, so there is no reduction to report.","why":"","elapsed_ms":0.0},"inputs_changed":{"run_id":"run_c176e1b9b00f4453","storm_in":4.85,"duration_hr":24.0,"method":"M-CN","routed":false}},{"step":9,"date":"2026-09-26T21:28:41+00:00","action":"Attested hydrologic soil group C for map unit Urban land-Udorthents complex, 2 to 15 percent slopes (12).","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. There is nothing on this site yet for a figure to be computed over, so this change has not been priced.","delta":{"state":"nothing_to_price","storm_in":4.85,"duration_hr":24.0,"basis":"the storm of the last run on this site, evaluated without routing","changes":[],"sentence":"There is nothing on this site yet for a figure to be computed over, so this change has not been priced.","why":"There is nothing on this site yet for a figure to be computed over, so this change has not been priced.","elapsed_ms":0.05},"inputs_changed":{"groups":[{"mukey":"123059","hsg":"C","reason":"Geotechnical report: Soil group C for the Urban land-Udorthents complex, which covers the whole site. Basis: the site's geotechnical report (Boring logs B-1 to B-4, example report, fictional) found 4 to 6 feet of silty clay fill over residual silt loam, with infiltration tests of 0.08 to 0.12 inches per hour. Those rates fall in the TR-55 group C range (0.05 to 0.15 in/hr). The borings are spread across the pad, so group C applies to the whole site.","answer_id":"sla_14ec91f4ba3e2b21","replaces":null}]}},{"step":10,"date":"2026-09-26T21:28:41+00:00","action":"Derived 2 areas over a 3.094 ac boundary from the published datasets.","author":"CurveNumber Examples","reason":"","explanation":"At the 4.85 in design storm there was no runoff on the existing condition before this change, and it is now 4.345 in. There was no runoff volume on the existing condition before this change, and it is now 48,803 cu ft.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"the storm of the last run on this site, evaluated without routing","changes":[{"key":"existing.runoff_depth","label":"runoff on the existing condition","unit":"in","from":null,"to":4.344794627213576,"delta":null,"percent":null,"direction":"added","note":""},{"key":"existing.runoff_volume","label":"runoff volume on the existing condition","unit":"ft3","from":null,"to":48803.31237099433,"delta":null,"percent":null,"direction":"added","note":""}],"sentence":"At the 4.85 in design storm there was no runoff on the existing condition before this change, and it is now 4.345 in. There was no runoff volume on the existing condition before this change, and it is now 48,803 cu ft.","why":"","elapsed_ms":0.461},"inputs_changed":{"derivation_id":"drv_df3b6024b4339417","condition":"existing","segments_written":2,"segments_area_ac":3.0943784052498846,"segments_replaced":0,"segments_kept":0,"area_ac":3.0943784052498846,"headline_available":true,"refusal_id":"","refusal":""}},{"step":11,"date":"2026-09-26T21:29:26+00:00","action":"Seeded the proposed condition from the existing, 2 areas and 3.094 ac.","author":"CurveNumber Examples","reason":"","explanation":"At the 4.85 in design storm there was no runoff on the proposed condition before this change, and it is now 4.345 in. There was no runoff volume on the proposed condition before this change, and it is now 48,803 cu ft.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"the storm of the last run on this site, evaluated without routing","changes":[{"key":"proposed.runoff_depth","label":"runoff on the proposed condition","unit":"in","from":null,"to":4.344794627213576,"delta":null,"percent":null,"direction":"added","note":""},{"key":"proposed.runoff_volume","label":"runoff volume on the proposed condition","unit":"ft3","from":null,"to":48803.31237099433,"delta":null,"percent":null,"direction":"added","note":""}],"sentence":"At the 4.85 in design storm there was no runoff on the proposed condition before this change, and it is now 4.345 in. There was no runoff volume on the proposed condition before this change, and it is now 48,803 cu ft.","why":"","elapsed_ms":1.357},"inputs_changed":{"condition":"proposed","source":"existing","segments":2,"total_area_ac":3.0943784052498846,"replaced":0,"copied":[{"id":"seg_af704976fd68d5fb","from":"seg_ec1ad47d6a2cc866"},{"id":"seg_ba64c6546a667a2c","from":"seg_6152e2e92dfc6d48"}]}},{"step":12,"date":"2026-09-26T21:29:54+00:00","action":"Reduced Proposed building, drives and parking from 2.666 to 2.200 ac, renamed from Impervious (measured), soil C.","author":"CurveNumber Examples","reason":"Site plan sheet C-3 (example, fictional) reduces paved and roofed area from 2.67 to 2.20 acres by adding a landscaped courtyard and tree islands.","explanation":"At the 4.85 in design storm this moves runoff on the proposed condition from 4.345 to 4.297 in, a decrease of 1.1 percent. It moves runoff volume on the proposed condition from 48,803 to 40,999 cu ft, a decrease of 16.0 percent.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"the storm of the last run on this site, evaluated without routing","changes":[{"key":"proposed.runoff_depth","label":"runoff on the proposed condition","unit":"in","from":4.344794627213576,"to":4.297167469770584,"delta":-0.0476271574429914,"percent":-1.0961889232848705,"direction":"down","note":""},{"key":"proposed.runoff_volume","label":"runoff volume on the proposed condition","unit":"ft3","from":48803.31237099433,"to":40998.96374332026,"delta":-7804.348627674073,"percent":-15.991432237932472,"direction":"down","note":""}],"sentence":"At the 4.85 in design storm this moves runoff on the proposed condition from 4.345 to 4.297 in, a decrease of 1.1 percent. It moves runoff volume on the proposed condition from 48,803 to 40,999 cu ft, a decrease of 16.0 percent.","why":"","elapsed_ms":1.125},"inputs_changed":{"condition":"proposed","segment_id":"seg_af704976fd68d5fb","name":"Proposed building, drives and parking","fields":{"area_ac":{"from":2.666023692636447,"to":2.2},"name":{"from":"Impervious (measured), soil C","to":"Proposed building, drives and parking"}},"reason":"Site plan sheet C-3 (example, fictional) reduces paved and roofed area from 2.67 to 2.20 acres by adding a landscaped courtyard and tree islands."}},{"step":13,"date":"2026-09-26T21:30:22+00:00","action":"Added area Landscaped courtyard and tree islands to the proposed condition, 0.466 ac at CN 74, open space good.","author":"CurveNumber Examples","reason":"","explanation":"At the 4.85 in design storm this moves runoff on the proposed condition from 4.297 to 3.988 in, a decrease of 7.2 percent. It moves runoff volume on the proposed condition from 40,999 to 44,797 cu ft, an increase of 9.3 percent.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"the storm of the last run on this site, evaluated without routing","changes":[{"key":"proposed.runoff_depth","label":"runoff on the proposed condition","unit":"in","from":4.297167469770584,"to":3.988148121721392,"delta":-0.3090193480491923,"percent":-7.191233532857637,"direction":"down","note":""},{"key":"proposed.runoff_volume","label":"runoff volume on the proposed condition","unit":"ft3","from":40998.96374332026,"to":44796.90411422795,"delta":3797.940370907694,"percent":9.263503328243198,"direction":"up","note":""}],"sentence":"At the 4.85 in design storm this moves runoff on the proposed condition from 4.297 to 3.988 in, a decrease of 7.2 percent. It moves runoff volume on the proposed condition from 40,999 to 44,797 cu ft, an increase of 9.3 percent.","why":"","elapsed_ms":1.211},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_e9aa6706f5c5e5c0","name":"Landscaped courtyard and tree islands","area_ac":0.466,"cn":74.0,"impervious_fraction":0.0,"cover_key":"open_space_good","hsg":"C"}}},{"step":14,"date":"2026-09-26T21:30:51+00:00","action":"Raised CN on Construction staging lawn, compacted from 79 to 86, renamed from Open space, fair condition, soil C, from land cover Developed, high intensity.","author":"CurveNumber Examples","reason":"This strip stays as a construction staging area and will be heavily compacted by equipment. The geotechnical report (example, fictional) measured 0.02 inches per hour on similar compacted fill, which behaves like group D. TR-55 Table 2-2a open space in fair condition on group D is CN 84; we use 86 to allow for gravel patches, and we will restore it to lawn after construction.","explanation":"At the 4.85 in design storm this moves runoff on the proposed condition from 3.988 to 4.079 in, an increase of 2.3 percent. It moves runoff volume on the proposed condition from 44,797 to 45,814 cu ft, an increase of 2.3 percent.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"the storm of the last run on this site, evaluated without routing","changes":[{"key":"proposed.runoff_depth","label":"runoff on the proposed condition","unit":"in","from":3.988148121721392,"to":4.0787218423612135,"delta":0.09057372063982161,"percent":2.2710721336179347,"direction":"up","note":""},{"key":"proposed.runoff_volume","label":"runoff volume on the proposed condition","unit":"ft3","from":44796.90411422795,"to":45814.274120289716,"delta":1017.370006061763,"percent":2.271072133617903,"direction":"up","note":""}],"sentence":"At the 4.85 in design storm this moves runoff on the proposed condition from 3.988 to 4.079 in, an increase of 2.3 percent. It moves runoff volume on the proposed condition from 44,797 to 45,814 cu ft, an increase of 2.3 percent.","why":"","elapsed_ms":1.255},"inputs_changed":{"condition":"proposed","segment_id":"seg_ba64c6546a667a2c","name":"Construction staging lawn, compacted","fields":{"cn":{"from":79.0,"to":86.0},"name":{"from":"Open space, fair condition, soil C, from land cover Developed, high intensity","to":"Construction staging lawn, compacted"}},"reason":"This strip stays as a construction staging area and will be heavily compacted by equipment. The geotechnical report (example, fictional) measured 0.02 inches per hour on similar compacted fill, which behaves like group D. TR-55 Table 2-2a open space in fair condition on group D is CN 84; we use 86 to allow for gravel patches, and we will restore it to lawn after construction."}},{"step":15,"date":"2026-09-26T21:31:40+00:00","action":"Ran the site at the 4.85 in 24 hr storm by the curve number method.","author":"CurveNumber Examples","reason":"","explanation":"At the 4.85 in storm this run moves runoff depth from 4.345 to 4.079 in, a reduction of 6.1 percent, and volume from 48,803 to 45,814 cu ft, a reduction of 6.1 percent.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"this run, as CurveNumber computed it","changes":[{"key":"run.depth","label":"runoff depth","unit":"in","from":4.344794627213576,"to":4.0787218423612135,"delta":-0.2660727848523621,"percent":-6.12394388415549,"direction":"down","note":""},{"key":"run.volume","label":"runoff volume","unit":"ft3","from":48803.31237099433,"to":45814.274120289716,"delta":-2989.038250704616,"percent":-6.124662662203058,"direction":"down","note":""}],"sentence":"At the 4.85 in storm this run moves runoff depth from 4.345 to 4.079 in, a reduction of 6.1 percent, and volume from 48,803 to 45,814 cu ft, a reduction of 6.1 percent.","why":"","elapsed_ms":0.0},"inputs_changed":{"run_id":"run_0e20a3215f278141","storm_in":4.85,"duration_hr":24.0,"method":"M-CN","routed":false}},{"step":16,"date":"2026-09-26T21:33:19+00:00","action":"Added an underground detention vault practice, Underground detention vault under the parking deck, to the proposed condition, 10,000 cu ft of storage to the crest.","author":"CurveNumber Examples","reason":"Adding the 2,000 square foot underground vault from sheet C-5 (example, fictional) so the run routes the proposed runoff through it.","explanation":"At the 4.85 in design storm there was no treatment volume required of the proposed practice before this change, and it is now 7,986 cu ft. There was no storage to the crest on the proposed practice before this change, and it is now 10,000 cu ft. There was no infiltrated volume on the proposed practice before this change, and it is now 0 cu ft. There was no drawdown on the proposed practice before this change, and it is now 0.85 hr.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"the storm of the last run on this site, evaluated without routing","changes":[{"key":"proposed.practice_required","label":"treatment volume required of the proposed practice","unit":"ft3","from":null,"to":7986.0,"delta":null,"percent":null,"direction":"added","note":""},{"key":"proposed.practice_storage","label":"storage to the crest on the proposed practice","unit":"ft3","from":null,"to":9999.999999999998,"delta":null,"percent":null,"direction":"added","note":""},{"key":"proposed.practice_infiltrated","label":"infiltrated volume on the proposed practice","unit":"ft3","from":null,"to":0.0,"delta":null,"percent":null,"direction":"added","note":""},{"key":"proposed.practice_drawdown","label":"drawdown on the proposed practice","unit":"hr","from":null,"to":0.8451896749000203,"delta":null,"percent":null,"direction":"added","note":""}],"sentence":"At the 4.85 in design storm there was no treatment volume required of the proposed practice before this change, and it is now 7,986 cu ft. There was no storage to the crest on the proposed practice before this change, and it is now 10,000 cu ft. There was no infiltrated volume on the proposed practice before this change, and it is now 0 cu ft. There was no drawdown on the proposed practice before this change, and it is now 0.85 hr.","why":"","elapsed_ms":9.712},"inputs_changed":{"condition":"proposed","practice_id":"prc_c8be75b64bf2ef08","name":"Underground detention vault under the parking deck","kind_name":"underground detention vault","storage_cf":9999.999999999998,"prior_storage_cf":null,"fields":{},"reason":"Adding the 2,000 square foot underground vault from sheet C-5 (example, fictional) so the run routes the proposed runoff through it.","acknowledged_run":"run_0e20a3215f278141"}},{"step":17,"date":"2026-09-26T21:33:41+00:00","action":"Ran the site at the 4.85 in 24 hr storm by the curve number method.","author":"CurveNumber Examples","reason":"","explanation":"At the 4.85 in storm this run moves runoff depth from 4.345 to 4.079 in, a reduction of 6.1 percent, and volume from 48,803 to 45,814 cu ft, a reduction of 6.1 percent. The proposed side was routed through the practice, so the change includes the practice and not a change of method.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"this run, as CurveNumber computed it","changes":[{"key":"run.depth","label":"runoff depth","unit":"in","from":4.344794627213576,"to":4.078721842359085,"delta":-0.26607278485449015,"percent":-6.12394388420447,"direction":"down","note":""},{"key":"run.volume","label":"runoff volume","unit":"ft3","from":48803.31237099433,"to":45814.27412026582,"delta":-2989.0382507285103,"percent":-6.124662662252018,"direction":"down","note":""}],"sentence":"At the 4.85 in storm this run moves runoff depth from 4.345 to 4.079 in, a reduction of 6.1 percent, and volume from 48,803 to 45,814 cu ft, a reduction of 6.1 percent. The proposed side was routed through the practice, so the change includes the practice and not a change of method.","why":"","elapsed_ms":0.0},"inputs_changed":{"run_id":"run_b68d24f18393d443","storm_in":4.85,"duration_hr":24.0,"method":"M-CN","routed":true}},{"step":18,"date":"2026-09-26T23:24:25+00:00","action":"Ran the site at the 4.85 in 24 hr storm by the curve number method.","author":"CurveNumber Examples","reason":"","explanation":"At the 4.85 in storm this run moves runoff depth from 4.345 to 4.079 in, a reduction of 6.1 percent, and volume from 48,803 to 45,814 cu ft, a reduction of 6.1 percent. The proposed side was routed through the practice, so the change includes the practice and not a change of method.","delta":{"state":"priced","storm_in":4.85,"duration_hr":24.0,"basis":"this run, as CurveNumber computed it","changes":[{"key":"run.depth","label":"runoff depth","unit":"in","from":4.344794627213576,"to":4.078721842359085,"delta":-0.26607278485449015,"percent":-6.12394388420447,"direction":"down","note":""},{"key":"run.volume","label":"runoff volume","unit":"ft3","from":48803.31237099433,"to":45814.27412026582,"delta":-2989.0382507285103,"percent":-6.124662662252018,"direction":"down","note":""}],"sentence":"At the 4.85 in storm this run moves runoff depth from 4.345 to 4.079 in, a reduction of 6.1 percent, and volume from 48,803 to 45,814 cu ft, a reduction of 6.1 percent. The proposed side was routed through the practice, so the change includes the practice and not a change of method.","why":"","elapsed_ms":0.0},"inputs_changed":{"run_id":"run_9c0a0666d509069d","storm_in":4.85,"duration_hr":24.0,"method":"M-CN","routed":true}}],"run_id":"run_9c0a0666d509069d","time_zone":"Times written in sentences are in the site's local time, Eastern Time (America/New_York). Time fields are ISO 8601 in UTC."}