{"report":{"report":{"id":"CNR-0D028D7D81B1","inputs_fingerprint":"CNI-1340EB7179DF","kind":"site","format_version":16,"generated_at":"2026-09-26T22:40:43+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_bd25e34b38098358","site_name":"Wooded tract to 1/2-acre lots","address":"","project":"Example 2: Residential subdivision","client":"Example developer (fictional)","jurisdiction":"Chatham County, North Carolina","drawn_boundary":{"centroid":{"lat":35.740950000000005,"lon":-79.16},"bounds":{"north":35.7419,"south":35.74,"east":-79.1587,"west":-79.1613},"area_ac":12.251751474998795}},"storm":{"depth_in":3.57,"duration_hr":24.0,"rainfall":{"depth":{"magnitude":3.57,"unit":"in","origin":"derived","label":"24-hr 2 year depth (mean)","explanation":"24-hr 2 year depth (mean) = 3.57 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."},"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":2,"atlas":"NOAA Atlas 14","note":"This depth is the NOAA Atlas 14 2-year 24-hour depth read at this site (Partial duration series): 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. 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":-0.184877,"unit":"in","origin":"computed","label":"runoff depth reduction","explanation":"runoff depth reduction = -0.184877 in (computed from pre depth, post depth)","source":null,"registry_key":null,"note":""},"volume_reduction_cf":{"magnitude":-8222.864557,"unit":"ft3","origin":"computed","label":"runoff volume reduction","explanation":"runoff volume reduction = -8,223 cu ft (computed from pre volume, post volume)","source":null,"registry_key":null,"note":""},"percent_reduction":{"magnitude":-32.150149,"unit":"percent","origin":"computed","label":"reduction","explanation":"reduction = -32.1501 percent (computed from pre depth, post depth)","source":null,"registry_key":null,"note":""},"existing_depth_in":{"magnitude":0.575041,"unit":"in","origin":"computed","label":"runoff depth (distributed)","explanation":"runoff depth (distributed) = 0.575041 in (computed from Impervious (measured), soil B, Woods, fair condition, soil B, from land cover Deciduous forest, Woods, fair condition, soil B, from land cover Evergreen forest, Woods, fair condition, soil B, from land cover Mixed forest)","source":null,"registry_key":null,"note":"Runoff computed per area then area weighted. This is the reported result."},"proposed_depth_in":{"magnitude":0.759918,"unit":"in","origin":"computed","label":"runoff depth leaving the site","explanation":"runoff depth leaving the site = 0.759918 in (computed from runoff volume leaving the site, area=12.252 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 52,557 cu ft reaching the practice, 33,797 cu ft passed over the crest, 0.0 cu ft left through the underdrain and 0.0 cu ft was metered out through the outlet structure, and all of those leave the site. 18,760 cu ft infiltrated and 0.0 cu ft was still in the practice at the end. EXCEEDED in the 3.57 in NRCS Type II storm: 33,797 cu ft, 64.3 percent of the inflow, passed over the crest at 3.25 ft and left the practice untreated. The maximum stage was 3.47 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":25574.310769,"unit":"ft3","origin":"computed","label":"runoff volume","explanation":"runoff volume = 25,574 cu ft (computed from runoff depth, area=12.252 ac)","source":null,"registry_key":null,"note":""},"proposed_volume_cf":{"magnitude":33797.175326,"unit":"ft3","origin":"computed","label":"runoff volume leaving the site","explanation":"runoff volume leaving the site = 33,797 cu ft (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, area=12.252 ac, dt=0.0125 hr, Tc=0.1278 hr)","source":null,"registry_key":null,"note":"Of 52,557 cu ft reaching the practice, 33,797 cu ft passed over the crest, 0.0 cu ft left through the underdrain and 0.0 cu ft was metered out through the outlet structure, and all of those leave the site. 18,760 cu ft infiltrated and 0.0 cu ft was still in the practice at the end. EXCEEDED in the 3.57 in NRCS Type II storm: 33,797 cu ft, 64.3 percent of the inflow, passed over the crest at 3.25 ft and left the practice untreated. The maximum stage was 3.47 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":0.184877,"change_volume_cf":8222.864557,"change_percent":32.152829576808685,"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_9e468fbb7aa20d7b","condition":"proposed","condition_id":"cnd_a815a18254aef274","name":"Bioretention basin at the low corner","kind":"bioretention","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":{"depth_ft":5.0,"bottom_depth_ft":3.25,"separation_ft":1.75,"minimum_ft":2.0,"warning":"The practice bottom is 3.25 ft below the rim and the seasonal high water table is stated at 5.00 ft, a separation of 1.75 ft, less than the 2 ft minimum. Infiltration and storage below the water table are not available in the wet season; check the jurisdiction's separation requirement.","below_water_table_cf":0.0,"below_water_table_note":"","basis":"Depths below the rim, taken as finished grade."},"dimensions":{"top_length_ft":164.31676725154983,"top_width_ft":54.772255750516614,"ponding_depth_ft":0.75,"media_depth_ft":1.5,"gravel_depth_ft":1.0,"side_slope":3.0,"overflow_depth_ft":0.75,"weir_length_ft":54.772255750516614,"longitudinal_slope_pct":0.0,"check_dam_spacing_ft":null,"top_area_sqft":9000.0,"bottom_area_sqft":8034.349396490701,"media_surface_ft":2.5,"overflow_ft":3.25,"rim_ft":3.25,"permanent_pool_ft":0.0,"available_storage_cf":12611.970555964306,"dead_storage_cf":0.0,"gross_storage_cf":12611.970555964306,"effective_depth_in":18.837075561796777,"ponding_frustum_cf":6385.349773684013,"ponding_prism_cf":6750.0},"underdrain":null,"outlet":null,"drainage":{"contributing_impervious_sqft":153549.0,"contributing_pervious_sqft":277695.0,"contributing_total_sqft":431244.0,"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":"field_test","is_field_test":true,"native_rate_in_hr":0.9,"design_rate_in_hr":0.45,"method":"double ring infiltrometer, ASTM D3385","location":"TP-1, at the proposed bottom elevation (example, fictional)","date":"2026-09-10","elevation_note":"","texture_note":"","provenance":"field test: 0.9 in/hr, double ring infiltrometer, ASTM D3385, TP-1, at the proposed bottom elevation (example, fictional), Sep 10, 2026","statement":"Measured. A field infiltration test was performed and its result of 0.9 in/hr is the basis for the infiltration credit claimed below. Method: Double ring infiltrometer, ASTM D3385. Location: TP-1, at the proposed bottom elevation (example, fictional). Date: Sep 10, 2026. The design rate after the safety factor is 0.45 in/hr."},"storm_axis":{"distribution":null,"distribution_source":"run","record_distribution":null,"tc_hr":0.221715,"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":"2026-09-26T22:39:43+00:00","updated_at":"2026-09-26T22:39:43+00:00"},"sizing":{"function":"infiltration, water leaves to groundwater","usable":false,"capture":{"required_cf":{"magnitude":12795.75,"unit":"ft3","origin":"computed","label":"required treatment volume","explanation":"required treatment volume = 12,796 cu ft (computed from impervious=153549 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":12611.970556,"unit":"ft3","origin":"computed","label":"available storage to the overflow","explanation":"available storage to the overflow = 12,612 cu ft (computed from bed=8034.3 sqft, gravel=1 ft at n=0.4, media=1.5 ft at n=0.25, ponding=0.75 ft at 3H:1V)","source":null,"registry_key":null,"note":"Ponding computed as a frustum: 6,385 cu ft against 6,750 cu ft for a prism on the 9,000 sq ft footprint at grade."},"surplus_cf":{"magnitude":null,"unit":"ft3","origin":"computed","label":"storage surplus over the requirement","explanation":"storage surplus over the requirement: refused, not computed (Refused. Contributing area outside the practice's range. 431,244 sq ft draining to 8,034 sq ft of bed is a loading ratio of 53.7 to 1, above the 20 to 1 ceiling. Both the required volume and the available storage scale with the bed area, so the ratio at which this profile is filled to the overflow by the treatment volume alone is 18.8 to 1 and no choice of footprint changes it. Above the ceiling the surface loading rate governs rather than the volume, and clogging, scour and pretreatment are not modeled anywhere in CurveNumber. To proceed: deepen the profile, add pretreatment and a second practice in series, or divide the drainage area.)","source":null,"registry_key":null,"note":"Refused. Contributing area outside the practice's range. 431,244 sq ft draining to 8,034 sq ft of bed is a loading ratio of 53.7 to 1, above the 20 to 1 ceiling. Both the required volume and the available storage scale with the bed area, so the ratio at which this profile is filled to the overflow by the treatment volume alone is 18.8 to 1 and no choice of footprint changes it. Above the ceiling the surface loading rate governs rather than the volume, and clogging, scour and pretreatment are not modeled anywhere in CurveNumber. To proceed: deepen the profile, add pretreatment and a second practice in series, or divide the drainage area."},"loading_ratio":{"magnitude":53.675037,"unit":"dimensionless","origin":"computed","label":"loading ratio, contributing area to bed area","explanation":"loading ratio, contributing area to bed area = 53.675 dimensionless (computed from contributing=431244 sqft, bed=8034.3 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=8034.3 sqft)","source":null,"registry_key":null,"note":"No permanent pool is declared on this practice."},"loading_ratio_checked":true,"loading_ratio_basis":"practice.loading_ratio_refuse","meets":null},"drawdown":{"hours":{"magnitude":41.860168,"unit":"hr","origin":"computed","label":"drawdown time from full","explanation":"drawdown time from full = 41.8602 hr (computed from live storage=12,612 cu ft, design rate=0.45 in/hr, bed=8034.3 sqft, underdrain=none, outlet structure=0 stages)","source":null,"registry_key":null,"note":"Integrated from the stage-storage and stage-discharge relations between stage 0.00 and 3.25 ft. Of 12,612 cu ft drained, 12,612 cu ft (100.0 percent) infiltrates, 0.0 cu ft (0.0 percent) leaves through the underdrain, 0.0 cu ft (0.0 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":41.860168,"unit":"hr","origin":"computed","label":"drawdown time, naive division","explanation":"drawdown time, naive division = 41.8602 hr (computed from live storage=12,612 cu ft, design rate=0.45 in/hr, bed=8034.3 sqft, underdrain=none, outlet structure=0 stages)","source":null,"registry_key":null,"note":"Diagnostic, not a result. The stored volume divided by the outflow at full stage gives 41.86 hr against the integrated 41.86 hr, a difference of 0.0 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":12611.970548,"unit":"ft3","origin":"computed","label":"volume infiltrated","explanation":"volume infiltrated = 12,612 cu ft (computed from live storage=12,612 cu ft, design rate=0.45 in/hr, bed=8034.3 sqft, underdrain=none, outlet structure=0 stages)","source":null,"registry_key":null,"note":"Of 12,612 cu ft drained, 12,612 cu ft (100.0 percent) infiltrates, 0.0 cu ft (0.0 percent) leaves through the underdrain, 0.0 cu ft (0.0 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=12,612 cu ft, design rate=0.45 in/hr, bed=8034.3 sqft, underdrain=none, outlet structure=0 stages)","source":null,"registry_key":null,"note":"Of 12,612 cu ft drained, 12,612 cu ft (100.0 percent) infiltrates, 0.0 cu ft (0.0 percent) leaves through the underdrain, 0.0 cu ft (0.0 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":0.0,"unit":"ft3","origin":"computed","label":"volume through the outlet structure","explanation":"volume through the outlet structure = 0 cu ft (computed from live storage=12,612 cu ft, design rate=0.45 in/hr, bed=8034.3 sqft, underdrain=none, outlet structure=0 stages)","source":null,"registry_key":null,"note":"There is no outlet structure on this practice."},"drawn_cf":null,"permanent_pool_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"volume that does not drain","explanation":"volume that does not drain = 0 cu ft (computed from live storage=12,612 cu ft, design rate=0.45 in/hr, bed=8034.3 sqft, underdrain=none, outlet structure=0 stages)","source":null,"registry_key":null,"note":""},"limit_hr":48.0,"within_limit":true,"drained_stage_ft":0.0},"stage_storage":[[0.0,0.0],[0.325,1044.465421543791],[0.65,2088.930843087582],[0.975,3133.3962646313735],[1.3,3816.3159633330833],[1.625,4469.106851797953],[1.95,5121.8977402628225],[2.275,5774.688628727692],[2.6,7036.370392619427],[2.925,9755.982452628085],[3.25,12611.970555964306]],"refusals":[{"kind":"contributing area outside the practice's range","reason":"431244 sq ft draining to 8034 sq ft of bed is a loading ratio of 53.7 to 1, above the 20 to 1 ceiling. Both the required volume and the available storage scale with the bed area, so the ratio at which this profile is filled to the overflow by the treatment volume alone is 18.8 to 1 and no choice of footprint changes it. Above the ceiling the surface loading rate governs rather than the volume, and clogging, scour and pretreatment are not modeled anywhere in this engine.","remedy":"deepen the profile, add pretreatment and a second practice in series, or divide the drainage area.","voids_sizing":true,"voids_now":true,"refusal_id":"CN-PRC-001","refusal_class":"policy","waivable":true,"waived":false,"waiver":null,"threshold":20.0,"reached":53.67503685965683,"unit":"to 1","message":"contributing area outside the practice's range. 431,244 sq ft draining to 8,034 sq ft of bed is a loading ratio of 53.7 to 1, above the 20 to 1 ceiling. Both the required volume and the available storage scale with the bed area, so the ratio at which this profile is filled to the overflow by the treatment volume alone is 18.8 to 1 and no choice of footprint changes it. Above the ceiling the surface loading rate governs rather than the volume, and clogging, scour and pretreatment are not modeled anywhere in CurveNumber. To proceed: deepen the profile, add pretreatment and a second practice in series, or divide the drainage area."}],"resolutions":[],"jurisdiction":null,"notes":[],"assumptions":["practice.kind_geometry_defaults","practice.media_porosity","practice.media_conductivity","practice.gravel_porosity","practice.infiltration_safety_factor","practice.sidewall_credit","practice.weir_coefficient","practice.treatment_depth_in","practice.drawdown_limit_hours","practice.loading_ratio_warn","practice.loading_ratio_refuse"]},"sizing_refusal":null,"storm":{"depth_in":3.57,"duration_hr":24.0,"distribution":"NRCS Type II","tc_hr":0.1278,"dt_hr":null,"record_distribution":null,"record_tc_hr":0.221715,"label":"the 3.57 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":52557.315329,"unit":"ft3","origin":"computed","label":"inflow volume","explanation":"inflow volume = 52,557 cu ft (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 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 Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 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":18760.140005,"unit":"ft3","origin":"computed","label":"volume infiltrated","explanation":"volume infiltrated = 18,760 cu ft (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 in/hr)","source":null,"registry_key":null,"note":"Of 18,760 cu ft that left through the practice rather than over it, 18,760 cu ft (100.0 percent) infiltrated, 0.0 cu ft (0.0 percent) left through the underdrain and 0.0 cu ft (0.0 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 Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 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":0.0,"unit":"ft3","origin":"computed","label":"volume through the outlet structure","explanation":"volume through the outlet structure = 0 cu ft (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 in/hr)","source":null,"registry_key":null,"note":"There is no outlet structure on this practice."},"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 Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 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":33797.175326,"unit":"ft3","origin":"computed","label":"volume over the overflow","explanation":"volume over the overflow = 33,797 cu ft (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 in/hr)","source":null,"registry_key":null,"note":"Untreated. It passed the crest without entering the media."},"retained_cf":{"magnitude":0.0,"unit":"ft3","origin":"computed","label":"volume still in the practice at the end","explanation":"volume still in the practice at the end = 0 cu ft (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 in/hr)","source":null,"registry_key":null,"note":"Live storage at stage 0.000 ft above a floor of 0.000 ft, at the point the practice had drained or could drain no further."},"balance_cf":{"magnitude":-3e-06,"unit":"ft3","origin":"computed","label":"volume balance residual","explanation":"volume balance residual = -0.000002692 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":33797.175326211545,"leaving_cf":33797.175326211545,"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":18.787774,"unit":"cfs","origin":"computed","label":"peak inflow","explanation":"peak inflow = 18.7878 cfs (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 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 = 0.0829 hr, peak rate factor 484. Ordinates rescaled by 0.99766 so the discrete volume is exactly one inch over 12.252 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 12.252 ac, which is 52 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":16.344655,"unit":"cfs","origin":"computed","label":"peak discharge from the practice","explanation":"peak discharge from the practice = 16.3447 cfs (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 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":11.975,"unit":"hr","origin":"computed","label":"time to peak inflow","explanation":"time to peak inflow = 11.975 hr (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 in/hr)","source":null,"registry_key":null,"note":""},"time_to_peak_discharge_hr":{"magnitude":12.04375,"unit":"hr","origin":"computed","label":"time to peak discharge","explanation":"time to peak discharge = 12.0438 hr (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 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":2.443119,"unit":"cfs","origin":"computed","label":"peak attenuation","explanation":"peak attenuation = 2.44312 cfs (computed from peak inflow, peak discharge)","source":null,"registry_key":null,"note":""},"attenuation_pct":{"magnitude":13.003768,"unit":"percent","origin":"computed","label":"peak attenuation","explanation":"peak attenuation = 13.0038 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":3.465716,"unit":"ft","origin":"computed","label":"maximum stage","explanation":"maximum stage = 3.46572 ft (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 in/hr)","source":null,"registry_key":null,"note":"Datum is the bottom of the excavation. The crest is at 3.25 ft and the rim at 3.25 ft."},"crest_ft":3.25,"rim_ft":3.25,"freeboard_ft":-0.21571575432562629,"exceeded":true,"storm":"the 3.57 in NRCS Type II storm","exceedance":"EXCEEDED in the 3.57 in NRCS Type II storm: 33,797 cu ft, 64.3 percent of the inflow, passed over the crest at 3.25 ft and left the practice untreated. The maximum stage was 3.47 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":"infiltration, water leaves to groundwater","step_halving_pct":{"magnitude":0.328653,"unit":"percent","origin":"computed","label":"peak change on halving the step","explanation":"peak change on halving the step = 0.328653 percent (computed from Bioretention basin at the low corner, the 3.57 in NRCS Type II storm, dt=0.0125 hr, bed=8034.3 sqft, design rate=0.45 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":[],"assumptions":["practice.kind_geometry_defaults","practice.media_porosity","practice.media_conductivity","practice.gravel_porosity","practice.infiltration_safety_factor","practice.sidewall_credit","practice.weir_coefficient","practice.drawdown_limit_hours","routing.time_step_warn_ratio","routing.time_step_refuse_ratio"]},"refusal":null,"warnings":["The practice was saved with a time of concentration of 0.222 hr. The routed inflow to it uses 0.128 hr, the proposed condition's time of concentration for this run, because the routing puts the whole proposed condition through the practice. The peak with no practice and the peak leaving the practice are drawn on the same Tc, so the difference between them is the practice's alone.","The contributing area recorded for this practice is 431,244 sq ft and the site is 533,697 sq ft. The capture check and the loading ratio were taken over the first; the routing put the whole of the second through the practice, because CurveNumber has one practice and one site and no flow split between them. Where only part of a site drains to a practice, evaluate that sub area as its own site.","The practice bottom is 3.25 ft below the rim and the seasonal high water table is stated at 5.00 ft, a separation of 1.75 ft, less than the 2 ft minimum. Infiltration and storage below the water table are not available in the wet season; check the jurisdiction's separation requirement."],"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":0.221715,"tc_existing_hr":0.221715,"tc_proposed_hr":0.1278,"tc_source":"estimate","tc_source_words":"taken from the site's time of concentration estimate","tc_notes":["The practice was saved with a time of concentration of 0.222 hr. The routed inflow to it uses 0.128 hr, the proposed condition's time of concentration for this run, because the routing puts the whole proposed condition through the practice. The peak with no practice and the peak leaving the practice are drawn on the same Tc, so the difference between them is the practice's alone."],"tc_proposed_source":"estimate","tc_proposed_estimate":{"differs":true,"surface":"short grass prairie","existing_surface":"woods, light underbrush","path_words":"1036 ft at 10.79 percent","impervious_share":0.1734,"estimate_proposed_hr":0.1278,"estimate_existing_hr":0.2217,"ratio":0.576598,"existing_in_force_hr":0.221715,"existing_in_force_source":"estimate","tc_hr":0.1278,"basis":"estimate","sentence":"CurveNumber's estimate of the proposed time of concentration: 0.128 hr, by the same TR-55 method and flow path as the existing estimate (1036 ft at 10.79 percent), with sheet flow over short grass prairie for the proposed cover (17% impervious). Accept it or enter your own."},"shared_tc_note":"","existing":{"available":true,"peak_cfs":{"magnitude":7.169365252639245,"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":12.0625,"unit":"hr","label":"time to peak discharge","note":""},"tc_hr":0.221715,"tc_used_hr":0.221715,"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":18.78777357893611,"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":11.975000000000001,"unit":"hr","label":"time to peak discharge","note":""},"tc_hr":0.1278,"tc_used_hr":0.1278,"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":-11.618408326296866,"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":"CurveNumber's estimate","proposed":"CurveNumber's estimate for the proposed cover, on the same flow path as the existing estimate"},"tc_basis_note":""},"soil_range":null,"soil_waiver":null,"refusal":null,"coverage":{"ok":true,"severity":"","totals_ac":{"proposed":12.252,"existing":12.251751474998796},"boundary_area_ac":12.251751,"basis":"Volumes and peaks are computed over the areas entered: 12.252 ac existing and 12.252 ac proposed. The drawn boundary is 12.252 ac.","areas_method":"Land cover and soil were read from 30 m map squares. Each square counts only for the part of it inside your boundary, so the derived areas are shares of the 12.252 ac you drew. Your boundary is about 55.1 of those squares. The areas total 12.252 ac.","legacy_derivation":false,"unanswered_cover":[],"answered_cover":[],"folded_cover":["On soil group B, 0.001 ac of Developed, low intensity (0.0% of that group) was folded into Deciduous forest, so its CN 69 is computed as CN 60.","On soil group B, 0.099 ac of Developed, medium intensity (0.8% of that group) was folded into Deciduous forest, so its CN 69 is computed as CN 60."],"problems":[],"passed":["Existing and proposed both total 12.252 ac; they differ by 11 sq ft (0.00 percent), which is within the 0.061 ac tolerance and is shown as information, not as a finding.","The existing areas total 12.252 ac against the 12.252 ac boundary, within 2 percent.","The proposed areas total 12.252 ac against the 12.252 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":-79.16,"lat":35.74095},"bounds":{"west":-79.1613,"south":35.74,"east":-79.1587,"north":35.7419},"vertex_count":4,"vertices":[[-79.1613,35.74],[-79.1587,35.74],[-79.1587,35.7419],[-79.1613,35.7419]],"vertices_truncated":false,"vertices_note":"","area_ac":12.251751474998795,"area_sqm":49581.079142247545,"hole_count":0},"claims":[{"field":"state","value":"North Carolina","source":"USDA NRCS SSURGO survey area NC037","basis":"read from a federal dataset over this boundary","checked":true,"note":"The first two characters of a survey area symbol are the postal code of the state the survey area is administered under. The soil groups on this report were read from NC037 over the boundary above.","soils_rating":"rated"},{"field":"state","value":"North Carolina","source":"US Census Bureau geocoder, geographies at the boundary centroid","basis":"looked up from the boundary's own coordinate","checked":true,"note":"Chatham County, North Carolina, read from US Census Geocoder (current boundaries) at -79.160000, 35.740950. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},{"field":"county","value":"Chatham 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 -79.160000, 35.740950. 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":["NC037"],"survey_states":["North Carolina"],"soils_rating":"rated","census":{"state":"North Carolina","state_usps":"NC","county":"Chatham County","county_fips":"37037","describe":"Chatham County, North Carolina, read from US Census Geocoder (current boundaries) at -79.160000, 35.740950. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},"census_note":"","state":"North Carolina","county":"Chatham County","note":"Every dataset on this report was read over the boundary printed above. Each statement about the county and the state carries the source it came from and whether anything checked it."},"soils_rating":"rated","why_not":"","consistency":{"ok":true,"problems":[],"dataset_states":["North Carolina"],"dataset_county":"Chatham County","claims":[{"field":"state","value":"North Carolina","source":"USDA NRCS SSURGO survey area NC037","basis":"read from a federal dataset over this boundary","checked":true,"note":"The first two characters of a survey area symbol are the postal code of the state the survey area is administered under. The soil groups on this report were read from NC037 over the boundary above.","soils_rating":"rated"},{"field":"state","value":"North Carolina","source":"US Census Bureau geocoder, geographies at the boundary centroid","basis":"looked up from the boundary's own coordinate","checked":true,"note":"Chatham County, North Carolina, read from US Census Geocoder (current boundaries) at -79.160000, 35.740950. This is the county and state whose published boundaries contain that one point, not a statement about the whole site."},{"field":"county","value":"Chatham 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 -79.160000, 35.740950. 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":12.251751,"area_basis":"geodesic area of the derived boundary","land_cover":{"dataset":"Annual NLCD Land Cover (CONUS)","year":2024,"resolution_m":29.99999999901348,"pixel_area_sqm":899.9999999408087,"pixels_used":74,"pixels_over_area":55.09008580361831,"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":49581.079142247545,"sampled_area_sqm":49581.07913561888,"edge_fraction_lower_bound":1.33693471615155e-10,"sampled_outside_share":null,"edge_note":"Squares along the boundary are counted for the part of them inside it, so no ground outside the boundary is classified as part of the site and no ground inside it is left out.","sufficient":true,"impervious_measured":true,"impervious_source":"Annual NLCD Fractional Impervious Surface (CONUS) (Annual NLCD Fractional Impervious Surface (CONUS), 2024, 30 m, EPSG:5070 native grid) 74 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":["2 land cover classes were 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 B, 0.001 ac of Developed, low intensity (0.0% of that group) was folded into Deciduous forest, so its CN 69 is computed as CN 60. On soil group B, 0.099 ac of Developed, medium intensity (0.8% of that group) was folded into Deciduous forest, so its CN 69 is computed as CN 60. Waiving the fold keeps every class at its own share."],"classes":[{"code":41,"name":"Deciduous forest","fraction":0.7876113797560289},{"code":42,"name":"Evergreen forest","fraction":0.16356845951876978},{"code":43,"name":"Mixed forest","fraction":0.040600999467992546},{"code":23,"name":"Developed, medium intensity","fraction":0.008118521953232124},{"code":22,"name":"Developed, low intensity","fraction":0.00010063930397639077}]},"soils":{"survey_areas":[{"areasymbol":"NC037","edition":"NC037 v29 2025-09-02"}],"map_units":3,"rated_map_units":3,"unrated_map_units":0,"unrated_share":0,"rating":"rated","units":[{"musym":"GaC","muname":"Georgeville silt loam, 6 to 10 percent slopes","mukey":"1485550","share":0.5774034475080219,"published":"B","dual":false,"used":"B","how":"The survey publishes B for this map unit. Nothing was decided.","origin":"derived","areasymbol":"NC037"},{"musym":"GkD","muname":"Georgeville-Badin complex, 10 to 15 percent slopes","mukey":"1485563","share":0.3647607434796589,"published":"B","dual":false,"used":"B","how":"The survey publishes B for this map unit. Nothing was decided.","origin":"derived","areasymbol":"NC037"},{"musym":"GaB","muname":"Georgeville silt loam, 2 to 6 percent slopes","mukey":"1485545","share":0.0578358090123192,"published":"B","dual":false,"used":"B","how":"The survey publishes B for this map unit. Nothing was decided.","origin":"derived","areasymbol":"NC037"}],"unmapped_share":0.0,"geometry_notes":[],"source":"USDA NRCS SSURGO via Soil Data Access (SSURGO, NC037 v29 2025-09-02) retrieved 2026-09-26"},"derivation_refusal":null},"method":{"badge":"The curve number method, chosen by the storm depth rule: Judged area by area on each area's own curve number: P of 3.57 in is above 2 Ia on every area that yields a material share of the runoff. The curve number governs, with a mandatory sensitivity band.","method":"M-CN","band":"R2","gate":"the storm depth rule","reason":"Judged area by area on each area's own curve number: P of 3.57 in is above 2 Ia on every area that yields a material share of the runoff. The curve number governs, with a mandatory sensitivity band.","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 0.38 in to 0.80 in, against 0.58 in as computed, a factor of 2.1 from end to end.","surfaces":{"existing":[{"name":"Impervious (measured), soil B","cn":98.0,"area_ac":0.0580853701107333,"band":"R3","ia_in":0.040816,"depth_in":3.336258,"method":"curve number, standard","minor":false},{"name":"Woods, fair condition, soil B, from land cover Deciduous forest","cn":60.0,"area_ac":9.704091893187845,"band":"R2","ia_in":1.333333,"depth_in":0.561888,"method":"curve number, with a sensitivity band","minor":false},{"name":"Woods, fair condition, soil B, from land cover Evergreen forest","cn":60.0,"area_ac":1.994499180662779,"band":"R2","ia_in":1.333333,"depth_in":0.561888,"method":"curve number, with a sensitivity band","minor":false},{"name":"Woods, fair condition, soil B, from land cover Mixed forest","cn":60.0,"area_ac":0.49507503103743916,"band":"R2","ia_in":1.333333,"depth_in":0.561888,"method":"curve number, with a sensitivity band","minor":false}],"proposed":[{"name":"1/2-acre lots (17 homes)","cn":70.0,"area_ac":8.5,"band":"R2","ia_in":0.857143,"depth_in":1.051585,"method":"curve number, with a sensitivity band","minor":false},{"name":"Streets with curb and gutter","cn":98.0,"area_ac":1.4,"band":"R3","ia_in":0.040816,"depth_in":3.336258,"method":"curve number, standard","minor":false},{"name":"Preserved stream buffer woods","cn":55.0,"area_ac":2.352,"band":"R2","ia_in":1.636364,"depth_in":0.369627,"method":"curve number, with a sensitivity band","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 3.57 in is above 2 Ia on every area that yields a material share of the runoff. The curve number governs, with a mandatory sensitivity band.","depth_note":""},"aggregation":{"distributed_in":{"magnitude":0.575041,"unit":"in","origin":"computed","label":"runoff depth (distributed)","explanation":"runoff depth (distributed) = 0.575041 in (computed from Impervious (measured), soil B, Woods, fair condition, soil B, from land cover Deciduous forest, Woods, fair condition, soil B, from land cover Evergreen forest, Woods, fair condition, soil B, from land cover Mixed forest)","source":null,"registry_key":null,"note":"Runoff computed per area then area weighted. This is the reported result."},"composite_in":{"magnitude":0.569466,"unit":"in","origin":"computed","label":"runoff depth (composite)","explanation":"runoff depth (composite) = 0.569466 in (computed from Impervious (measured), soil B, Woods, fair condition, soil B, from land cover Deciduous forest, Woods, fair condition, soil B, from land cover Evergreen forest, Woods, fair condition, soil B, from land cover Mixed forest)","source":null,"registry_key":null,"note":"Area weighted CN then runoff. What a reviewer computing by hand obtains."},"composite_cn":{"magnitude":60.180157,"unit":"CN","origin":"computed","label":"area weighted CN","explanation":"area weighted CN = 60.2 CN (computed from Impervious (measured), soil B, Woods, fair condition, soil B, from land cover Deciduous forest, Woods, fair condition, soil B, from land cover Evergreen forest, Woods, fair condition, soil B, from land cover Mixed forest)","source":null,"registry_key":null,"note":""},"divergence_pct":{"magnitude":-0.969561,"unit":"percent","origin":"computed","label":"composite less distributed","explanation":"composite less distributed = -0.969561 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":0.759918,"unit":"in","origin":"computed","label":"runoff depth leaving the site","explanation":"runoff depth leaving the site = 0.759918 in (computed from runoff volume leaving the site, area=12.252 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 52,557 cu ft reaching the practice, 33,797 cu ft passed over the crest, 0.0 cu ft left through the underdrain and 0.0 cu ft was metered out through the outlet structure, and all of those leave the site. 18,760 cu ft infiltrated and 0.0 cu ft was still in the practice at the end. EXCEEDED in the 3.57 in NRCS Type II storm: 33,797 cu ft, 64.3 percent of the inflow, passed over the crest at 3.25 ft and left the practice untreated. The maximum stage was 3.47 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":1.069635,"unit":"in","origin":"computed","label":"runoff depth (composite)","explanation":"runoff depth (composite) = 1.06963 in (computed from 1/2-acre lots (17 homes), Streets with curb and gutter, Preserved stream buffer woods)","source":null,"registry_key":null,"note":"Area weighted CN then runoff. What a reviewer computing by hand obtains."},"composite_cn":{"magnitude":70.319948,"unit":"CN","origin":"computed","label":"area weighted CN","explanation":"area weighted CN = 70.3 CN (computed from 1/2-acre lots (17 homes), Streets with curb and gutter, Preserved stream buffer woods)","source":null,"registry_key":null,"note":""},"divergence_pct":{"magnitude":-9.485964,"unit":"percent","origin":"computed","label":"composite less distributed","explanation":"composite less distributed = -9.48596 percent (computed from distributed, composite)","source":null,"registry_key":null,"note":"Signed. The direction reverses between small and large P."},"reduction_distributed_in":-0.18487699999999996,"reduction_composite_in":-0.5001689999999999},"conditions":{"proposed":[{"id":"seg_a0c2ee2f8c6d3818","condition_id":"cnd_a815a18254aef274","name":"1/2-acre lots (17 homes)","area_ac":8.5,"cover_key":"residential_half_acre","hsg":"B","cn":70.0,"impervious_fraction":0.25,"geometry_json":null,"sort_order":0,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Residential districts, 1/2 acre lots (25 percent impervious), CN 70 for hydrologic soil group B","mark":"entered","history":{"how":"typed","by":"CurveNumber Examples","at":"2026-09-26T21:51:58+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Area, cover and soil group typed by CurveNumber Examples on Sep 26, 2026, 5:51 PM EDT."},{"id":"seg_8063c2d78debae1c","condition_id":"cnd_a815a18254aef274","name":"Streets with curb and gutter","area_ac":1.4,"cover_key":"streets_paved_curbs","hsg":"B","cn":98.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":1,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2a, Streets and roads, paved, curbs and storm sewers (excluding right-of-way), CN 98 for hydrologic soil group B","mark":"entered","history":{"how":"typed","by":"CurveNumber Examples","at":"2026-09-26T21:52:10+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Area, cover and soil group typed by CurveNumber Examples on Sep 26, 2026, 5:52 PM EDT."},{"id":"seg_39327289ed433248","condition_id":"cnd_a815a18254aef274","name":"Preserved stream buffer woods","area_ac":2.352,"cover_key":"woods_good","hsg":"B","cn":55.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":2,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2c, Woods, good condition, CN 55 for hydrologic soil group B","mark":"entered","history":{"how":"typed","by":"CurveNumber Examples","at":"2026-09-26T21:52:31+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Area, cover and soil group typed by CurveNumber Examples on Sep 26, 2026, 5:52 PM EDT."}],"existing":[{"id":"seg_46faca6067ffa92a","condition_id":"cnd_9a6846b82d7f4b25","name":"Impervious (measured), soil B","area_ac":0.0580853701107333,"cover_key":"","hsg":"B","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 B","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T22:36:36+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 6:36 PM EDT."},{"id":"seg_450e1e1420880409","condition_id":"cnd_9a6846b82d7f4b25","name":"Woods, fair condition, soil B, from land cover Deciduous forest","area_ac":9.704091893187845,"cover_key":"woods_fair","hsg":"B","cn":60.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":1,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2c, Woods, fair condition, CN 60 for hydrologic soil group B","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T22:36:36+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 6:36 PM EDT."},{"id":"seg_e7474cc820edee6d","condition_id":"cnd_9a6846b82d7f4b25","name":"Woods, fair condition, soil B, from land cover Evergreen forest","area_ac":1.994499180662779,"cover_key":"woods_fair","hsg":"B","cn":60.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":2,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2c, Woods, fair condition, CN 60 for hydrologic soil group B","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T22:36:36+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 6:36 PM EDT."},{"id":"seg_edc283ffe4652c87","condition_id":"cnd_9a6846b82d7f4b25","name":"Woods, fair condition, soil B, from land cover Mixed forest","area_ac":0.49507503103743916,"cover_key":"woods_fair","hsg":"B","cn":60.0,"impervious_fraction":0.0,"geometry_json":null,"sort_order":3,"origin":"derived","source":"USDA NRCS TR-55 (1986, 2nd ed.) Table 2-2c, Woods, fair condition, CN 60 for hydrologic soil group B","mark":null,"history":{"how":"derived","by":"CurveNumber Examples","at":"2026-09-26T22:36:36+00:00","source":"","from":"","copied_from_how":"","edits":[]},"story":"Read from the public datasets on Sep 26, 2026, 6:36 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.kind_geometry_defaults","quantity":"Layer depths that each practice kind starts from","value":1.0,"unit":"template flag","class":"C5","confidence":"Low","worth":"The template depths are the whole capture answer, because the effective storage depth over the bottom area is what the loading ratio is checked against. The bioretention template gives 20.3 in of water storage over its bottom, the infiltration trench template 19.2 in, the permeable pavement template 7.2 in and the dry swale template 21.1 in, all four on a 1,000 sq ft footprint. A designer who takes the bioretention template and drops the gravel to 6 in loses 2.4 in of that, 11.8 percent of the storage, and the required footprint grows in the same proportion. The permeable pavement figure is the one to read twice: 600 cu ft on that footprint against the bioretention template's 1,167.8 cu ft on the same ground, because a pavement section has no ponding and no media and the stone is all of it.","displaced_by":"The section on the drawing. These are starting dimensions for a cell 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. The templates follow. Bioretention: 9 in ponding over 18 in of media over 12 in of gravel on 3H:1V sides. Infiltration trench: 48 in of stone with vertical walls and no media and no underdrain. Permeable pavement: 18 in of stone with vertical walls, no ponding and no media. Dry swale: 9 in ponding over 18 in of media over 9 in of gravel on 3H:1V sides. They are the middle of what is commonly drawn and they are not a recommendation. A template is applied only where the caller supplies no dimension, and every value it supplies is recorded as defaulted so it prints as an assumption rather than as a design.","overridable":true},{"key":"practice.media_porosity","quantity":"Effective porosity, engineered bioretention media","value":0.25,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"The media holds 259.4 cu ft of the reference cell's 1,167.8, which is 22.2 percent of the storage the practice is credited with. Moving 0.25 to 0.20, which is the low end of what manuals credit, removes 51.9 cu ft, or 4.4 percent of the total. The whole range in use, 0.20 to 0.40, spans 207.5 cu ft, 17.8 percent of the storage and four times that step, and it lands on the layer whose porosity nobody measures on the job.","displaced_by":"A porosity or a water holding capacity measured on the mix actually specified, which the media supplier can produce and almost never is asked for.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a design storage credit. Total porosity of a sand based media is measurable and is not the quantity wanted here: what the practice can store and then give back is the drainable fraction between saturation and field capacity, which is smaller than total porosity and depends on the mix. 0.25 is the middle of the 0.20 to 0.40 range that manuals credit and is recorded as a judgment.","overridable":true}],"assumptions_total":20,"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_04d75482042da989","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_04d75482042da989","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_04d75482042da989","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.kind_geometry_defaults","quantity":"Layer depths that each practice kind starts from","value":1.0,"unit":"template flag","class":"C5","confidence":"Low","worth":"The template depths are the whole capture answer, because the effective storage depth over the bottom area is what the loading ratio is checked against. The bioretention template gives 20.3 in of water storage over its bottom, the infiltration trench template 19.2 in, the permeable pavement template 7.2 in and the dry swale template 21.1 in, all four on a 1,000 sq ft footprint. A designer who takes the bioretention template and drops the gravel to 6 in loses 2.4 in of that, 11.8 percent of the storage, and the required footprint grows in the same proportion. The permeable pavement figure is the one to read twice: 600 cu ft on that footprint against the bioretention template's 1,167.8 cu ft on the same ground, because a pavement section has no ponding and no media and the stone is all of it.","displaced_by":"The section on the drawing. These are starting dimensions for a cell 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. The templates follow. Bioretention: 9 in ponding over 18 in of media over 12 in of gravel on 3H:1V sides. Infiltration trench: 48 in of stone with vertical walls and no media and no underdrain. Permeable pavement: 18 in of stone with vertical walls, no ponding and no media. Dry swale: 9 in ponding over 18 in of media over 9 in of gravel on 3H:1V sides. They are the middle of what is commonly drawn and they are not a recommendation. A template is applied only where the caller supplies no dimension, and every value it supplies is recorded as defaulted so it prints as an assumption rather than as a design.","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.media_porosity","quantity":"Effective porosity, engineered bioretention media","value":0.25,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"The media holds 259.4 cu ft of the reference cell's 1,167.8, which is 22.2 percent of the storage the practice is credited with. Moving 0.25 to 0.20, which is the low end of what manuals credit, removes 51.9 cu ft, or 4.4 percent of the total. The whole range in use, 0.20 to 0.40, spans 207.5 cu ft, 17.8 percent of the storage and four times that step, and it lands on the layer whose porosity nobody measures on the job.","displaced_by":"A porosity or a water holding capacity measured on the mix actually specified, which the media supplier can produce and almost never is asked for.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a design storage credit. Total porosity of a sand based media is measurable and is not the quantity wanted here: what the practice can store and then give back is the drainable fraction between saturation and field capacity, which is smaller than total porosity and depends on the mix. 0.25 is the middle of the 0.20 to 0.40 range that manuals credit and is recorded as a judgment.","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.media_conductivity","quantity":"Design filtration rate through the engineered media","value":2.0,"unit":"in/hr","class":"C5","confidence":"Low","worth":"It sets the drawdown of every practice with an underdrain, because the media and not the pipe is the constraint: on the reference cell with a 4 in underdrain the media passes 115.3 cu ft/hr against the pipe's 2,699 cu ft/hr at full stage, a factor of 23.4. Halving it to 1 in/hr takes the drawdown from 7.5 to 13.0 hours, 73 percent longer, and it is halved by nothing more exotic than three years of sediment.","displaced_by":"A measured infiltration rate on the installed media, which is the acceptance test some jurisdictions already require, or a long term rate from a maintenance record.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a single design figure. Specified media commonly tests between 2 and 8 in/hr when new and falls with age, and manuals variously require a minimum, a maximum, or both. 2 in/hr is the low end of the new condition range and is chosen because a design that works only at the new rate stops working, which is the failure this value exists to prevent.","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.infiltration_safety_factor","quantity":"Safety factor applied to the measured native infiltration rate","value":2.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"The largest single lever in practice sizing. Because storage and infiltration both scale with the bottom area, the drawdown time does not depend on the footprint at all, and the safety factor sets the maximum depth of water a practice may store: at a measured 1.0 in/hr and a 48 hour limit it is 24 in of water at a factor of 2 and 12 in at a factor of 4. On half an acre of pavement at a 1 in treatment depth, 1,815 cu ft, that is a bottom area of 908 sq ft against 1,815 sq ft, exactly double, and 4.2 against 8.3 percent of the drainage area. On the reference cell it is the difference between 40.5 hours, which passes, and 81.1 hours, which CurveNumber refuses.","displaced_by":"A factor named by the governing jurisdiction, which supersedes outright. Failing that, the number and spread of the field tests: a factor of 2 on a single boring is a different claim from a factor of 2 on one test per 5,000 sq ft of bottom area.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a national default. Jurisdictional factors that supersede this one run from 2 to 4, and some scale the factor with the number of tests or with the consequence of failure. 2 is the low end and is therefore the least conservative choice consistent with common practice, which is recorded here rather than left to be discovered: a factor of 2 on a single test in a heterogeneous soil is not a safety factor, it is an average of one measurement.","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.sidewall_credit","quantity":"Fraction of the wetted sidewall area credited with infiltration","value":0.0,"unit":"fraction","class":"C5","confidence":"Low","worth":"On the reference cell the walls below the media surface are 320.1 sq ft against a bottom of 691.6, so crediting them adds 46.3 percent to the infiltrating area and takes the drawdown from 40.5 to 30.6 hours. It decides the answer at the margin: at a safety factor of 4 the same cell goes from 81.1 hours, which is refused, to 61.2 hours, which is still refused, and at a measured 0.75 in/hr it moves a 54 hour cell to 41 hours and turns a failure into a pass.","displaced_by":"A jurisdictional rule, which several publish in both directions, or a measured rate taken on the excavation wall rather than on the bottom.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Sidewall infiltration is real and the default declines to credit it, for three reasons that are stated because the choice costs the designer footprint. The walls are the surface most likely to be smeared and sealed by the excavator bucket, and nobody tests them. The credit is largest when the practice is fullest, which is exactly the condition the design case checks. And the wetted wall area falls as the practice drains, so a credit taken at full stage flatters the drawdown by more than the area ratio suggests.","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.loading_ratio_warn","quantity":"Contributing area to practice area ratio above which the practice is flagged","value":15.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"At 15 to 1 the treatment volume is 15 in of water over the bottom area against the reference cell's 20.3 in of storage, so 74 percent of the practice is spoken for by the design storm alone, with nothing left for the sediment that arrives with it. The flag is worth what pretreatment is worth, which is the difference between a cell that lasts fifteen years and one that clogs in three.","displaced_by":"A jurisdictional loading ratio, which several publish, or a designed pretreatment train with its own sizing, which is what the flag is asking for.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a national figure. The conventional range quoted for bioretention is roughly 5 to 1 up to 15 to 1 of contributing area to filter bed area, and the upper end is where the surface loading rate, not the storage volume, starts to govern: clogging, scour across the media surface and pretreatment capacity are all functions of the ratio, and none of the three is modeled anywhere in this engine. The flag says so instead of implying the model covers it.","overridable":true,"tier":"one at a time","state":"pending","what_this_state_means":"This assumption carried the answer and no acceptance of it has been recorded. It is not an error and it does not make the figures wrong. What it means is that the report carries a number that rests on this entry and no account holder has yet put their name to the entry. The report says so at the top and is marked provisional until the count is complete.","acknowledgement":null,"last_act":null,"displacement":null,"run_id":"run_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.loading_ratio_refuse","quantity":"Contributing area to practice area ratio above which sizing is refused","value":20.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"This is the ratio at which the arithmetic runs out rather than a preference. The required volume and the available storage both scale with the practice's bottom area, so the ratio at which they are equal is a property of the profile alone: the reference cell stores 20.3 in of water over its bottom, so at 20.3 to 1 the treatment volume fills it to the overflow and no choice of footprint changes that. Above 20 to 1 the practice as profiled cannot hold the volume however it is proportioned, and the only remedies are a deeper profile, a shallower treatment depth or a second practice.","displaced_by":"A jurisdictional maximum, which supersedes. A deeper profile moves the crossing point and CurveNumber recomputes it from the practice's own effective storage depth rather than from this number, which is the default ceiling and not the physics.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. 20 to 1 is set at the crossing point computed above for the default bioretention profile, which is where the conventional upper end of 15 to 1 also sits once a margin for sediment and for the frustum loss on the ponding volume is allowed. A practice loaded beyond this is outside what the practice does, and approximating it would produce a capture volume that is arithmetically correct and professionally wrong.","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_04d75482042da989","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_04d75482042da989","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"practice.gravel_porosity","quantity":"Effective porosity, clean open graded stone reservoir","value":0.4,"unit":"dimensionless","class":"C4","confidence":"Moderate","worth":"The stone holds 276.6 cu ft of the reference cell's 1,167.8, 23.7 percent of the storage. Moving 0.40 to 0.35 removes 34.6 cu ft, 3.0 percent of the total. Small on a bioretention cell and not small on an infiltration trench or a permeable pavement, where the stone is the only storage there is and the same 0.40 to 0.35 is 12.5 percent of everything the practice holds.","displaced_by":"A void ratio measured on the specified gradation, which is a routine aggregate test, or a compacted in place measurement, which is the honest one because placement closes voids.","source":null,"reasoning":"NOT VERIFIED AGAINST A SOURCE. The void ratio of clean open graded stone is a material property, it is measurable, and 0.40 is the figure in common use for a washed No. 57 type gradation. No published table was checked in setting this value, so it is recorded as unverified rather than given a citation. The value is optimistic in a known direction: it assumes the stone is clean and stays clean, and fines washed in from an unstabilised contributing area reduce it permanently.","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_04d75482042da989","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_04d75482042da989","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_04d75482042da989","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""},{"key":"crosswalk.nlcd_forest","quantity":"Cover type, NLCD 41, 42 and 43 forest","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"The condition axis carries this mapping and the family does not. Woods Poor 66 against Good 55 on group B is 0.545 in against 0.195 in, a factor of 2.8; on group A it is 45 against 30, which is 0.024 in against exactly zero. Distinguishing deciduous from evergreen is worth nothing in this method, because there is one woods row.","displaced_by":"Litter depth, canopy cover and evidence of grazing observed on site, read against the NEH Chapter 9 woods condition descriptions.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Classes 41, 42 and 43 all map to woods with the condition left to condition.default. What is lost is real and unrepresentable: evergreen canopy intercepts through the winter and deciduous litter changes with the season, and the method has no term for either.","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_04d75482042da989","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_04d75482042da989","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_04d75482042da989","carried_from":null,"adoption":null,"what_the_adoption_means":""}],"acknowledgement":{"total":20,"in_force":20,"acknowledged":0,"pending":20,"displaced":0,"adopted":0,"carried_from_other_runs":0,"standing_acceptances":0,"one_at_a_time_pending":14,"groupable_pending":6,"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":"20 assumptions carried this answer and a person has accepted 0 of them. 20 carry no acceptance, so this report is provisional.","as_of":"2026-09-26T23:23:47+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.kind_geometry_defaults","quantity":"Layer depths that each practice kind starts from","value":1.0,"unit":"template flag","class":"C5","confidence":"Low","worth":"The template depths are the whole capture answer, because the effective storage depth over the bottom area is what the loading ratio is checked against. The bioretention template gives 20.3 in of water storage over its bottom, the infiltration trench template 19.2 in, the permeable pavement template 7.2 in and the dry swale template 21.1 in, all four on a 1,000 sq ft footprint. A designer who takes the bioretention template and drops the gravel to 6 in loses 2.4 in of that, 11.8 percent of the storage, and the required footprint grows in the same proportion. The permeable pavement figure is the one to read twice: 600 cu ft on that footprint against the bioretention template's 1,167.8 cu ft on the same ground, because a pavement section has no ponding and no media and the stone is all of it.","displaced_by":"The section on the drawing. These are starting dimensions for a cell 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. The templates follow. Bioretention: 9 in ponding over 18 in of media over 12 in of gravel on 3H:1V sides. Infiltration trench: 48 in of stone with vertical walls and no media and no underdrain. Permeable pavement: 18 in of stone with vertical walls, no ponding and no media. Dry swale: 9 in ponding over 18 in of media over 9 in of gravel on 3H:1V sides. They are the middle of what is commonly drawn and they are not a recommendation. A template is applied only where the caller supplies no dimension, and every value it supplies is recorded as defaulted so it prints as an assumption rather than as a design.","overridable":true},{"key":"practice.media_porosity","quantity":"Effective porosity, engineered bioretention media","value":0.25,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"The media holds 259.4 cu ft of the reference cell's 1,167.8, which is 22.2 percent of the storage the practice is credited with. Moving 0.25 to 0.20, which is the low end of what manuals credit, removes 51.9 cu ft, or 4.4 percent of the total. The whole range in use, 0.20 to 0.40, spans 207.5 cu ft, 17.8 percent of the storage and four times that step, and it lands on the layer whose porosity nobody measures on the job.","displaced_by":"A porosity or a water holding capacity measured on the mix actually specified, which the media supplier can produce and almost never is asked for.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a design storage credit. Total porosity of a sand based media is measurable and is not the quantity wanted here: what the practice can store and then give back is the drainable fraction between saturation and field capacity, which is smaller than total porosity and depends on the mix. 0.25 is the middle of the 0.20 to 0.40 range that manuals credit and is recorded as a judgment.","overridable":true},{"key":"practice.media_conductivity","quantity":"Design filtration rate through the engineered media","value":2.0,"unit":"in/hr","class":"C5","confidence":"Low","worth":"It sets the drawdown of every practice with an underdrain, because the media and not the pipe is the constraint: on the reference cell with a 4 in underdrain the media passes 115.3 cu ft/hr against the pipe's 2,699 cu ft/hr at full stage, a factor of 23.4. Halving it to 1 in/hr takes the drawdown from 7.5 to 13.0 hours, 73 percent longer, and it is halved by nothing more exotic than three years of sediment.","displaced_by":"A measured infiltration rate on the installed media, which is the acceptance test some jurisdictions already require, or a long term rate from a maintenance record.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a single design figure. Specified media commonly tests between 2 and 8 in/hr when new and falls with age, and manuals variously require a minimum, a maximum, or both. 2 in/hr is the low end of the new condition range and is chosen because a design that works only at the new rate stops working, which is the failure this value exists to prevent.","overridable":true},{"key":"practice.infiltration_safety_factor","quantity":"Safety factor applied to the measured native infiltration rate","value":2.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"The largest single lever in practice sizing. Because storage and infiltration both scale with the bottom area, the drawdown time does not depend on the footprint at all, and the safety factor sets the maximum depth of water a practice may store: at a measured 1.0 in/hr and a 48 hour limit it is 24 in of water at a factor of 2 and 12 in at a factor of 4. On half an acre of pavement at a 1 in treatment depth, 1,815 cu ft, that is a bottom area of 908 sq ft against 1,815 sq ft, exactly double, and 4.2 against 8.3 percent of the drainage area. On the reference cell it is the difference between 40.5 hours, which passes, and 81.1 hours, which CurveNumber refuses.","displaced_by":"A factor named by the governing jurisdiction, which supersedes outright. Failing that, the number and spread of the field tests: a factor of 2 on a single boring is a different claim from a factor of 2 on one test per 5,000 sq ft of bottom area.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a national default. Jurisdictional factors that supersede this one run from 2 to 4, and some scale the factor with the number of tests or with the consequence of failure. 2 is the low end and is therefore the least conservative choice consistent with common practice, which is recorded here rather than left to be discovered: a factor of 2 on a single test in a heterogeneous soil is not a safety factor, it is an average of one measurement.","overridable":true},{"key":"practice.sidewall_credit","quantity":"Fraction of the wetted sidewall area credited with infiltration","value":0.0,"unit":"fraction","class":"C5","confidence":"Low","worth":"On the reference cell the walls below the media surface are 320.1 sq ft against a bottom of 691.6, so crediting them adds 46.3 percent to the infiltrating area and takes the drawdown from 40.5 to 30.6 hours. It decides the answer at the margin: at a safety factor of 4 the same cell goes from 81.1 hours, which is refused, to 61.2 hours, which is still refused, and at a measured 0.75 in/hr it moves a 54 hour cell to 41 hours and turns a failure into a pass.","displaced_by":"A jurisdictional rule, which several publish in both directions, or a measured rate taken on the excavation wall rather than on the bottom.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Sidewall infiltration is real and the default declines to credit it, for three reasons that are stated because the choice costs the designer footprint. The walls are the surface most likely to be smeared and sealed by the excavator bucket, and nobody tests them. The credit is largest when the practice is fullest, which is exactly the condition the design case checks. And the wetted wall area falls as the practice drains, so a credit taken at full stage flatters the drawdown by more than the area ratio suggests.","overridable":true},{"key":"practice.loading_ratio_warn","quantity":"Contributing area to practice area ratio above which the practice is flagged","value":15.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"At 15 to 1 the treatment volume is 15 in of water over the bottom area against the reference cell's 20.3 in of storage, so 74 percent of the practice is spoken for by the design storm alone, with nothing left for the sediment that arrives with it. The flag is worth what pretreatment is worth, which is the difference between a cell that lasts fifteen years and one that clogs in three.","displaced_by":"A jurisdictional loading ratio, which several publish, or a designed pretreatment train with its own sizing, which is what the flag is asking for.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS for a national figure. The conventional range quoted for bioretention is roughly 5 to 1 up to 15 to 1 of contributing area to filter bed area, and the upper end is where the surface loading rate, not the storage volume, starts to govern: clogging, scour across the media surface and pretreatment capacity are all functions of the ratio, and none of the three is modeled anywhere in this engine. The flag says so instead of implying the model covers it.","overridable":true},{"key":"practice.loading_ratio_refuse","quantity":"Contributing area to practice area ratio above which sizing is refused","value":20.0,"unit":"dimensionless","class":"C5","confidence":"Low","worth":"This is the ratio at which the arithmetic runs out rather than a preference. The required volume and the available storage both scale with the practice's bottom area, so the ratio at which they are equal is a property of the profile alone: the reference cell stores 20.3 in of water over its bottom, so at 20.3 to 1 the treatment volume fills it to the overflow and no choice of footprint changes that. Above 20 to 1 the practice as profiled cannot hold the volume however it is proportioned, and the only remedies are a deeper profile, a shallower treatment depth or a second practice.","displaced_by":"A jurisdictional maximum, which supersedes. A deeper profile moves the crossing point and CurveNumber recomputes it from the practice's own effective storage depth rather than from this number, which is the default ceiling and not the physics.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. 20 to 1 is set at the crossing point computed above for the default bioretention profile, which is where the conventional upper end of 15 to 1 also sits once a margin for sediment and for the frustum loss on the ponding volume is allowed. A practice loaded beyond this is outside what the practice does, and approximating it would produce a capture volume that is arithmetically correct and professionally wrong.","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_forest","quantity":"Cover type, NLCD 41, 42 and 43 forest","value":1.0,"unit":"cover mapping","class":"C5","confidence":"Moderate","worth":"The condition axis carries this mapping and the family does not. Woods Poor 66 against Good 55 on group B is 0.545 in against 0.195 in, a factor of 2.8; on group A it is 45 against 30, which is 0.024 in against exactly zero. Distinguishing deciduous from evergreen is worth nothing in this method, because there is one woods row.","displaced_by":"Litter depth, canopy cover and evidence of grazing observed on site, read against the NEH Chapter 9 woods condition descriptions.","source":null,"reasoning":"NO EXTERNAL SOURCE EXISTS. Classes 41, 42 and 43 all map to woods with the condition left to condition.default. What is lost is real and unrepresentable: evergreen canopy intercepts through the winter and deciduous litter changes with the season, and the method has no term for either.","overridable":true}],"segment_edits":[],"departures":[{"id":1574,"label":"Practice storage to the crest, Bioretention basin at the low corner","origin":"overridden","magnitude":12611.970555964306,"text_value":"","unit":"ft3","prior_magnitude":null,"changed_by":"CurveNumber Examples","reason":"Adding the 9,000 square foot bioretention basin from the grading plan (example, fictional) at the low corner, with the tested infiltration rate.","drafted_by":"","drafted_edited":false,"drafted_signed_by":"","recorded_at":"2026-09-26T22:39:43+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, 6:39 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.","NOT FOR A PEAK DISCHARGE ON THIS SITE. The tabulation interval is 1.992 hr and the time of concentration is 0.221715 hr, a ratio of 9.0, so the curve cannot express any intensity the catchment responds to and the peak discharge it produces is an artifact of the tabulation rather than a statement about storms. Use it for volume and for storage, where it is the better provenance, and use the NRCS curve or a finer local hyetograph for the peak."],"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.\n note: NOT FOR A PEAK DISCHARGE ON THIS SITE. The tabulation interval is 1.992 hr and the time of concentration is 0.221715 hr, a ratio of 9.0, so the curve cannot express any intensity the catchment responds to and the peak discharge it produces is an artifact of the tabulation rather than a statement about storms. Use it for volume and for storage, where it is the better provenance, and use the NRCS curve or a finer local hyetograph for the peak.","flow_path":null},{"field":"time_of_concentration","title":"Time of concentration","engine_field":"time of concentration","value":{"magnitude":0.221715,"unit":"hr","origin":"computed","label":"time of concentration","explanation":"time of concentration = 0.221715 hr (computed from flow length=1036 ft, slope=10.79 percent, surface=woods, light underbrush, P2=3.57 in, sheet cap=100 ft)","source":null,"registry_key":null,"note":"1036 ft of flow path at 10.79 percent: 100 ft of sheet flow over woods, light underbrush at n = 0.4 in 0.1727 hr, 936 ft of shallow concentrated flow in 0.0491 hr, and no channel, total 0.2217 hr. The flow length is estimated from the drawn boundary as its longest chord. The sheet flow surface was taken as woods, light underbrush because 0% of the site is impervious; on smooth surfaces: concrete, asphalt, gravel or bare soil it would be 0.049 hr, so the plausible range is 0.049 to 0.222 hr. This is an unchecked estimate. Flow length, surface and slope are assumed; check against the plan."},"rests_on":"TR-55 segmental: sheet flow over woods, light underbrush at n = 0.4 for 100 ft, then shallow concentrated flow. Slope 10.79 percent from USGS 3DEP, two year 24 hour depth 3.57 in from NOAA Atlas 14 Volume 2 Version 3, flow length 1036 ft estimated as the longest chord of the drawn boundary, which is not a flow path.","displaced_by":"The flow path drawn on the grading plan, measured from the hydraulically most distant point to the design point, which is what the method actually asks for and what no dataset contains. A LiDAR flow accumulation routing over the graded surface displaces it too and is not implemented.","worth":"The surface is worth a factor of 7.18 on Tc and decides whether the peak discharge is drawn at the TR-55 minimum; the sheet flow cap 2.05; the estimated flow length 1.09.","moves":7.1823,"moves_figure":"time of concentration","rank":2,"headline":true,"editable":true,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.flow_surface_from_land_cover","estimate.sheet_flow_length_cap_ft","estimate.flow_length_from_boundary","peak.min_tc_hours"],"judgements":[{"magnitude":1.0,"unit":"cover mapping","origin":"defaulted","label":"flow surface inferred from land cover","explanation":"flow surface inferred from land cover = 1 cover mapping (defaulted from CurveNumber's default value “Sheet flow roughness and shallow concentrated flow surface, inferred from the land cover class”)","source":null,"registry_key":"estimate.flow_surface_from_land_cover","note":""},{"magnitude":100.0,"unit":"ft","origin":"defaulted","label":"sheet flow length cap","explanation":"sheet flow length cap = 100 ft (defaulted from CurveNumber's default value “Length above which sheet flow is treated as concentrated”)","source":null,"registry_key":"estimate.sheet_flow_length_cap_ft","note":""},{"magnitude":1.0,"unit":"policy flag","origin":"defaulted","label":"flow length taken as the longest chord","explanation":"flow length taken as the longest chord = 1 policy flag (defaulted from CurveNumber's default value “Hydraulic flow length taken as the longest chord of the drawn boundary”)","source":null,"registry_key":"estimate.flow_length_from_boundary","note":""}],"bounds":[{"magnitude":1036.228184,"unit":"ft","origin":"computed","label":"longest chord of the boundary","explanation":"longest chord of the boundary = 1036.23 ft (computed from drawn boundary)","source":null,"registry_key":null,"note":"An upper bound on a straight path across the shape."},{"magnitude":691.643671,"unit":"ft","origin":"computed","label":"narrowest crossing of the boundary","explanation":"narrowest crossing of the boundary = 691.644 ft (computed from drawn boundary)","source":null,"registry_key":null,"note":"A lower bound on a path that crosses the shape completely, exact for a convex boundary and an upper bound on the true narrowest crossing of one with a notch in it, because it is computed on the convex hull."}],"notes":["1036 ft of flow path at 10.79 percent: 100 ft of sheet flow over woods, light underbrush at n = 0.4 in 0.1727 hr, 936 ft of shallow concentrated flow in 0.0491 hr, and no channel, total 0.2217 hr.","The boundary gives a longest chord of 1036 ft, a narrowest crossing of 692 ft and an equivalent square side of 731 ft. The flow path is between the first two and is in no dataset. On the narrowest crossing the time of concentration would be 0.2037 hr against 0.2217 hr here, which is 8.9 percent.","The three judgments in this number are worth a factor of 7.18 for the surface, 2.05 for the 100 ft sheet flow cap against 300 ft, and 1.09 for the flow length. The geometric guess is the smallest of the three.","Above the 0.1 hr TR-55 minimum time of concentration by 121.7 percent."],"render":"time of concentration: time of concentration = 0.221715 hr (computed from flow length=1036 ft, slope=10.79 percent, surface=woods, light underbrush, P2=3.57 in, sheet cap=100 ft)\n rests on: TR-55 segmental: sheet flow over woods, light underbrush at n = 0.4 for 100 ft, then shallow concentrated flow. Slope 10.79 percent from USGS 3DEP, two year 24 hour depth 3.57 in from NOAA Atlas 14 Volume 2 Version 3, flow length 1036 ft estimated as the longest chord of the drawn boundary, which is not a flow path.\n worth: The surface is worth a factor of 7.18 on Tc and decides whether the peak discharge is drawn at the TR-55 minimum; the sheet flow cap 2.05; the estimated flow length 1.09. (a factor of 7.18 on time of concentration)\n displaced by: The flow path drawn on the grading plan, measured from the hydraulically most distant point to the design point, which is what the method actually asks for and what no dataset contains. A LiDAR flow accumulation routing over the graded surface displaces it too and is not implemented.\n judgment: flow surface inferred from land cover = 1 cover mapping (defaulted from CurveNumber's default value “Sheet flow roughness and shallow concentrated flow surface, inferred from the land cover class”)\n judgment: sheet flow length cap = 100 ft (defaulted from CurveNumber's default value “Length above which sheet flow is treated as concentrated”)\n judgment: flow length taken as the longest chord = 1 policy flag (defaulted from CurveNumber's default value “Hydraulic flow length taken as the longest chord of the drawn boundary”)\n bound: longest chord of the boundary = 1036.23 ft (computed from drawn boundary)\n bound: narrowest crossing of the boundary = 691.644 ft (computed from drawn boundary)\n note: 1036 ft of flow path at 10.79 percent: 100 ft of sheet flow over woods, light underbrush at n = 0.4 in 0.1727 hr, 936 ft of shallow concentrated flow in 0.0491 hr, and no channel, total 0.2217 hr.\n note: The boundary gives a longest chord of 1036 ft, a narrowest crossing of 692 ft and an equivalent square side of 731 ft. The flow path is between the first two and is in no dataset. On the narrowest crossing the time of concentration would be 0.2037 hr against 0.2217 hr here, which is 8.9 percent.\n note: The three judgments in this number are worth a factor of 7.18 for the surface, 2.05 for the 100 ft sheet flow cap against 300 ft, and 1.09 for the flow length. The geometric guess is the smallest of the three.\n note: Above the 0.1 hr TR-55 minimum time of concentration by 121.7 percent.","flow_path":{"length_ft":1036.228183850023,"slope":0.10792248352906617,"surface_key":"woods light","surface":"woods, light underbrush","p2_in":3.57,"cap_ft":100.0,"channel_length_ft":0.0,"total_hr":0.22171476679665308}},{"field":"irrigation_demand","title":"Irrigation water demand","engine_field":"irrigation demand, July","value":{"magnitude":6491.732946,"unit":"ft3/day","origin":"defaulted","label":"July irrigation demand","explanation":"July irrigation demand = 6,492 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 0.219994 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 531,156 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 531,156 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 6,492 cu ft per day at the shipped coefficients, 3245.9 at the generous end of both and 12983.5 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 0.7 hours, 1.5 hours or 0.4 hours.","moves":4.0,"moves_figure":"irrigation demand in the governing month","rank":3,"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":5141.686011,"unit":"ft3/day","origin":"defaulted","label":"April irrigation demand","explanation":"April irrigation demand = 5,142 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 0.174243 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 531,156 sq ft."},{"magnitude":5709.232221,"unit":"ft3/day","origin":"defaulted","label":"May irrigation demand","explanation":"May irrigation demand = 5,709 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 0.193476 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 531,156 sq ft."},{"magnitude":6213.343905,"unit":"ft3/day","origin":"defaulted","label":"June irrigation demand","explanation":"June irrigation demand = 6,213 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 0.210560 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 531,156 sq ft."},{"magnitude":6491.732946,"unit":"ft3/day","origin":"defaulted","label":"July irrigation demand","explanation":"July irrigation demand = 6,492 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 0.219994 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 531,156 sq ft."},{"magnitude":5658.13982,"unit":"ft3/day","origin":"defaulted","label":"August irrigation demand","explanation":"August irrigation demand = 5,658 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 0.191745 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 531,156 sq ft."},{"magnitude":4381.12129,"unit":"ft3/day","origin":"defaulted","label":"September irrigation demand","explanation":"September irrigation demand = 4,381 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 0.148469 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 531,156 sq ft."},{"magnitude":3239.807839,"unit":"ft3/day","origin":"defaulted","label":"October irrigation demand","explanation":"October irrigation demand = 3,240 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 0.109792 in/day times a plant factor of 0.5 over an efficiency of 0.75, on 531,156 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 531,156 sq ft of landscape, Apr, May, Jun, Jul, Aug, Sep, Oct, estimated as a landscape water budget, 3,070 cu ft per day on the annual average, 6491.7 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 = 6,492 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 531,156 sq ft. Both coefficients are CurveNumber defaults, not figures from a published page.\n worth: In July the demand is 6,492 cu ft per day at the shipped coefficients, 3245.9 at the generous end of both and 12983.5 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 0.7 hours, 1.5 hours or 0.4 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 = 5,142 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: May irrigation demand = 5,709 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: June irrigation demand = 6,213 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: July irrigation demand = 6,492 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: August irrigation demand = 5,658 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: September irrigation demand = 4,381 cu ft/day (defaulted from CurveNumber's default value “Plant factor in a landscape water budget”)\n bound: October irrigation demand = 3,240 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 531,156 sq ft of landscape, Apr, May, Jun, Jul, Aug, Sep, Oct, estimated as a landscape water budget, 3,070 cu ft per day on the annual average, 6491.7 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":10.0,"unit":"day","origin":"derived","label":"antecedent dry period","explanation":"antecedent dry period = 10 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, 90th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-09-23) station USC00311677, 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 654 periods over Jan 1, 1991 to Dec 31, 2020 at a station 20.0 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 23, 2026) station USC00311677, 654 interevent dry periods over Jan 1, 1991 to Dec 31, 2020, plus the choice of the 90th percentile, which is a judgment and not a measurement.","displaced_by":"A continuous simulation over the local record, which answers the question this percentile is a proxy for: how often the roof is full when a storm arrives, rather than how dry a typical gap is. A jurisdiction that names an antecedent dry period supersedes outright. Failing both, a local gauge record in place of the station this one reads, which is 4.8 km away and is a different point.","worth":"P50 is 3 days and P90 is 10 days at this station, a factor of 3.33, 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":3.3333,"moves_figure":"antecedent dry period","rank":4,"headline":false,"editable":true,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.dry_spell_percentile"],"judgements":[{"magnitude":90.0,"unit":"percentile","origin":"defaulted","label":"dry spell percentile chosen for design","explanation":"dry spell percentile chosen for design = 90 percentile (defaulted from CurveNumber's default value “Percentile of the interevent dry period distribution taken as the design antecedent dry period”)","source":null,"registry_key":"estimate.dry_spell_percentile","note":"Which percentile a design uses is a judgment about how much of the practice's storage is assumed to have been empty when the storm arrived. sources.climate returns the whole distribution and deliberately does not choose; this is where the choosing happens and it is recorded as a default rather than absorbed."}],"bounds":[{"magnitude":3.0,"unit":"day","origin":"derived","label":"dry spell P50","explanation":"dry spell P50 = 3 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, 50th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-09-23) station USC00311677, 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 654 periods over Jan 1, 1991 to Dec 31, 2020 at a station 20.0 km from the site. Which percentile a design should use is a judgment about assumed antecedent storage and is not made by CurveNumber."},{"magnitude":10.0,"unit":"day","origin":"derived","label":"dry spell P90","explanation":"dry spell P90 = 10 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, 90th percentile of interevent dry period length retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-09-23) station USC00311677, 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 654 periods over Jan 1, 1991 to Dec 31, 2020 at a station 20.0 km from the site. Which percentile a design should use is a judgment about assumed antecedent storage and is not made by CurveNumber."},{"magnitude":4.811927,"unit":"day","origin":"derived","label":"mean dry spell length","explanation":"mean dry spell length = 4.81193 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, mean interevent dry period, Jan 1, 1991 to Dec 31, 2020 retrieved Sep 26, 2026)","source":"NOAA NCEI GHCN-Daily (station record through 2026-09-23) station USC00311677, 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 USC00311677 CHAPEL HILL 2 W, NC US, 20.0 km from the site, daily precipitation Jan 1, 1891 to Sep 23, 2026, 94 percent complete: P10 1 d, P25 2 d, P50 3 d, P75 6 d, P90 10 d, P95 13 d, P99 20 d, mean 4.81 d, longest 37 d, from 654 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. 874 further periods were dropped for a day with no usable observation.","The station is 20.0 km from the site and a climate is not a point. The candidates considered were: USC00311677 CHAPEL HILL 2 W, NC US, 20.0 km from the site, daily precipitation Jan 1, 1891 to Sep 23, 2026, 94 percent complete; USW00093785 CHAPEL HILL WILLIAMS AIRPORT, NC US, 23.1 km from the site, daily precipitation Jul 13, 1999 to May 14, 2018, 99 percent complete; USC00317656 SANFORD 8 NE, NC US, 25.0 km from the site, daily precipitation Nov 1, 1972 to Aug 31, 2026, 99 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 = 10 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, 90th percentile of interevent dry period length retrieved Sep 26, 2026)\n rests on: NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, 654 interevent dry periods over Jan 1, 1991 to Dec 31, 2020, plus the choice of the 90th percentile, which is a judgment and not a measurement.\n worth: P50 is 3 days and P90 is 10 days at this station, a factor of 3.33, 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 3.33 on antecedent dry period)\n displaced by: A continuous simulation over the local record, which answers the question this percentile is a proxy for: how often the roof is full when a storm arrives, rather than how dry a typical gap is. A jurisdiction that names an antecedent dry period supersedes outright. Failing both, a local gauge record in place of the station this one reads, which is 4.8 km away and is a different point.\n judgment: dry spell percentile chosen for design = 90 percentile (defaulted from CurveNumber's default value “Percentile of the interevent dry period distribution taken as the design antecedent dry period”)\n bound: dry spell P50 = 3 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, 50th percentile of interevent dry period length retrieved Sep 26, 2026)\n bound: dry spell P90 = 10 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, 90th percentile of interevent dry period length retrieved Sep 26, 2026)\n bound: mean dry spell length = 4.81193 days (derived from NOAA NCEI GHCN-Daily (station record through Sep 23, 2026) station USC00311677, mean interevent dry period, Jan 1, 1991 to Dec 31, 2020 retrieved Sep 26, 2026)\n note: The distribution at USC00311677 CHAPEL HILL 2 W, NC US, 20.0 km from the site, daily precipitation Jan 1, 1891 to Sep 23, 2026, 94 percent complete: P10 1 d, P25 2 d, P50 3 d, P75 6 d, P90 10 d, P95 13 d, P99 20 d, mean 4.81 d, longest 37 d, from 654 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. 874 further periods were dropped for a day with no usable observation.\n note: The station is 20.0 km from the site and a climate is not a point. The candidates considered were: USC00311677 CHAPEL HILL 2 W, NC US, 20.0 km from the site, daily precipitation Jan 1, 1891 to Sep 23, 2026, 94 percent complete; USW00093785 CHAPEL HILL WILLIAMS AIRPORT, NC US, 23.1 km from the site, daily precipitation Jul 13, 1999 to May 14, 2018, 99 percent complete; USC00317656 SANFORD 8 NE, NC US, 25.0 km from the site, daily precipitation Nov 1, 1972 to Aug 31, 2026, 99 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":"credit_slope","title":"Slope of the receiving area","engine_field":"slope","value":{"magnitude":10.792248,"unit":"percent","origin":"derived","label":"median slope","explanation":"median slope = 10.7922 percent (derived from USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026)","source":"USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved 2026-09-26","registry_key":null,"note":"percent slope, converted from the service's degrees with tan; 45 degrees is 100 percent"},"rests_on":"USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026. Median of 1992 sampled pixels, in percent, which is the tangent of the angle and not the angle.","displaced_by":"A graded surface from the plan, which is what the credit is actually checked against: the slope that matters is the one the receiving area will have after construction, and a DEM measures the one it has now.","worth":"The site spans P10 4.80 to P90 15.78 percent, a factor of 3.29, around a median of 10.79. A maximum slope condition is decided conservatively by the P90 and a minimum slope condition by the P10, and no single number is conservative for both, so the median is reported with both beside it.","moves":3.2859,"moves_figure":"slope across the area","rank":5,"headline":false,"editable":false,"edited":false,"flagged":false,"override":null,"registry_keys":[],"judgements":[],"bounds":[{"magnitude":4.801493,"unit":"percent","origin":"derived","label":"slope P10","explanation":"slope P10 = 4.80149 percent (derived from USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026)","source":"USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved 2026-09-26","registry_key":null,"note":"percent slope, converted from the service's degrees with tan; 45 degrees is 100 percent"},{"magnitude":15.777085,"unit":"percent","origin":"derived","label":"slope P90","explanation":"slope P90 = 15.7771 percent (derived from USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026)","source":"USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved 2026-09-26","registry_key":null,"note":"percent slope, converted from the service's degrees with tan; 45 degrees is 100 percent"}],"notes":["maximum slope and minimum slope read the same field and pull opposite ways. This is the one measurement of the five that is reported as a measurement rather than as a bound."],"render":"slope: median slope = 10.7922 percent (derived from USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026)\n rests on: USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026. Median of 1992 sampled pixels, in percent, which is the tangent of the angle and not the angle.\n worth: The site spans P10 4.80 to P90 15.78 percent, a factor of 3.29, around a median of 10.79. A maximum slope condition is decided conservatively by the P90 and a minimum slope condition by the P10, and no single number is conservative for both, so the median is reported with both beside it. (a factor of 3.29 on slope across the area)\n displaced by: A graded surface from the plan, which is what the credit is actually checked against: the slope that matters is the one the receiving area will have after construction, and a DEM measures the one it has now.\n bound: slope P10 = 4.80149 percent (derived from USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026)\n bound: slope P90 = 15.7771 percent (derived from USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026)\n note: maximum slope and minimum slope read the same field and pull opposite ways. This is the one measurement of the five that is reported as a measurement rather than as a bound.","flow_path":null},{"field":"green_roof_et_rate","title":"Green roof evapotranspiration rate","engine_field":"green roof evapotranspiration rate","value":{"magnitude":0.131996,"unit":"in/day","origin":"defaulted","label":"July green roof evapotranspiration rate","explanation":"July green roof evapotranspiration rate = 0.131996 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 -79.1417, 35.7333, 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 -79.1417, 35.7333, 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 11.36 days at a coefficient of 0.40 and 4.55 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":6,"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":0.219994,"unit":"in/day","origin":"derived","label":"July reference ET (grass)","explanation":"July reference ET (grass) = 0.219994 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 -79.14167, 35.73333 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 -79.14167, 35.73333 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":0.139997,"unit":"in/day","origin":"derived","label":"annual mean reference ET (grass)","explanation":"annual mean reference ET (grass) = 0.139997 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 -79.14167, 35.73333 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 -79.14167, 35.73333 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 0.0840 in/day rather than 0.1320, which is 0.64 times the July figure. The month is an argument to this function for that reason.","Reference January 0.067831 in/day against July 0.219994, a factor of 3.24 at this cell."],"render":"green roof evapotranspiration rate: July green roof evapotranspiration rate = 0.131996 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 -79.1417, 35.7333, 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 11.36 days at a coefficient of 0.40 and 4.55 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) = 0.219994 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 -79.14167, 35.73333 retrieved Sep 26, 2026)\n bound: annual mean reference ET (grass) = 0.139997 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 -79.14167, 35.73333 retrieved Sep 26, 2026)\n note: The same roof on the annual mean reference rate would recover at 0.0840 in/day rather than 0.1320, which is 0.64 times the July figure. The month is an argument to this function for that reason.\n note: Reference January 0.067831 in/day against July 0.219994, a factor of 3.24 at this cell.","flow_path":null},{"field":"credit_contributing_flow_path","title":"Contributing flow path length","engine_field":"contributing flow path length","value":{"magnitude":1036.228184,"unit":"ft","origin":"defaulted","label":"contributing flow path length","explanation":"contributing flow path length = 1036.23 ft (defaulted from CurveNumber's default value “Which geometric bound is offered for a jurisdictional credit measurement”)","source":null,"registry_key":"estimate.credit_geometry_bound","note":"The longest chord of the drawn contributing boundary, 1036 ft, against a narrowest crossing of 692 ft. A CHORD IS NOT A FLOW PATH. It is an upper bound on a straight path across the shape, and maximum contributing flow path length is a maximum, so the bound can only deny a credit the real measurement would grant."},"rests_on":"The drawn contributing boundary, as a geometric bound. No dataset contains a flow path.","displaced_by":"The measurement off the plan, which is what a manual asks for and what a reviewer checks. Every one of these fields is a dimension somebody draws, and the estimate exists to fill the box before they do, not to stand in for them.","worth":"Against a manual capping the contributing flow path at 500 ft, 1036 ft denies the credit and 692 ft grants it. The true path is between them.","moves":1.4982,"moves_figure":"contributing flow path length","rank":7,"headline":false,"editable":false,"edited":false,"flagged":false,"override":null,"registry_keys":["estimate.credit_geometry_bound"],"judgements":[{"magnitude":1.0,"unit":"policy flag","origin":"defaulted","label":"geometric bound chosen for a credit","explanation":"geometric bound chosen for a credit = 1 policy flag (defaulted from CurveNumber's default value “Which geometric bound is offered for a jurisdictional credit measurement”)","source":null,"registry_key":"estimate.credit_geometry_bound","note":""}],"bounds":[{"magnitude":691.643671,"unit":"ft","origin":"computed","label":"narrowest crossing","explanation":"narrowest crossing = 691.644 ft (computed from boundary)","source":null,"registry_key":null,"note":""}],"notes":[],"render":"contributing flow path length: contributing flow path length = 1036.23 ft (defaulted from CurveNumber's default value “Which geometric bound is offered for a jurisdictional credit measurement”)\n rests on: The drawn contributing boundary, as a geometric bound. No dataset contains a flow path.\n worth: Against a manual capping the contributing flow path at 500 ft, 1036 ft denies the credit and 692 ft grants it. The true path is between them. (a factor of 1.50 on contributing flow path length)\n displaced by: The measurement off the plan, which is what a manual asks for and what a reviewer checks. Every one of these fields is a dimension somebody draws, and the estimate exists to fill the box before they do, not to stand in for them.\n judgment: geometric bound chosen for a credit = 1 policy flag (defaulted from CurveNumber's default value “Which geometric bound is offered for a jurisdictional credit measurement”)\n bound: narrowest crossing = 691.644 ft (computed from boundary)","flow_path":null}],"refusals":[{"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: 2.95 in (2.77 to 3.16). 2 yr: 3.57 in (3.34 to 3.82). 5 yr: 4.46 in (4.18 to 4.78). 10 yr: 5.17 in (4.82 to 5.53). 25 yr: 6.12 in (5.69 to 6.55). 50 yr: 6.87 in (6.38 to 7.36). 100 yr: 7.64 in (7.07 to 8.19). 200 yr: 8.44 in (7.78 to 9.06). 500 yr: 9.53 in (8.75 to 10.2). 1000 yr: 10.4 in (9.5 to 11.2). That is a factor of 3.53 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":2.77,"unit":"in","origin":"derived","label":"24-hr 1 year depth (lower)","explanation":"24-hr 1 year depth (lower) = 2.77 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":2.95,"unit":"in","origin":"derived","label":"24-hr 1 year depth (mean)","explanation":"24-hr 1 year depth (mean) = 2.95 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":3.16,"unit":"in","origin":"derived","label":"24-hr 1 year depth (upper)","explanation":"24-hr 1 year depth (upper) = 3.16 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":3.34,"unit":"in","origin":"derived","label":"24-hr 2 year depth (lower)","explanation":"24-hr 2 year depth (lower) = 3.34 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":3.57,"unit":"in","origin":"derived","label":"24-hr 2 year depth (mean)","explanation":"24-hr 2 year depth (mean) = 3.57 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":3.82,"unit":"in","origin":"derived","label":"24-hr 2 year depth (upper)","explanation":"24-hr 2 year depth (upper) = 3.82 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":4.18,"unit":"in","origin":"derived","label":"24-hr 5 year depth (lower)","explanation":"24-hr 5 year depth (lower) = 4.18 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":4.46,"unit":"in","origin":"derived","label":"24-hr 5 year depth (mean)","explanation":"24-hr 5 year depth (mean) = 4.46 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":4.78,"unit":"in","origin":"derived","label":"24-hr 5 year depth (upper)","explanation":"24-hr 5 year depth (upper) = 4.78 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":4.82,"unit":"in","origin":"derived","label":"24-hr 10 year depth (lower)","explanation":"24-hr 10 year depth (lower) = 4.82 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":5.17,"unit":"in","origin":"derived","label":"24-hr 10 year depth (mean)","explanation":"24-hr 10 year depth (mean) = 5.17 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":5.53,"unit":"in","origin":"derived","label":"24-hr 10 year depth (upper)","explanation":"24-hr 10 year depth (upper) = 5.53 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":5.69,"unit":"in","origin":"derived","label":"24-hr 25 year depth (lower)","explanation":"24-hr 25 year depth (lower) = 5.69 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":6.12,"unit":"in","origin":"derived","label":"24-hr 25 year depth (mean)","explanation":"24-hr 25 year depth (mean) = 6.12 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":6.55,"unit":"in","origin":"derived","label":"24-hr 25 year depth (upper)","explanation":"24-hr 25 year depth (upper) = 6.55 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":6.38,"unit":"in","origin":"derived","label":"24-hr 50 year depth (lower)","explanation":"24-hr 50 year depth (lower) = 6.38 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":6.87,"unit":"in","origin":"derived","label":"24-hr 50 year depth (mean)","explanation":"24-hr 50 year depth (mean) = 6.87 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":7.36,"unit":"in","origin":"derived","label":"24-hr 50 year depth (upper)","explanation":"24-hr 50 year depth (upper) = 7.36 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":7.07,"unit":"in","origin":"derived","label":"24-hr 100 year depth (lower)","explanation":"24-hr 100 year depth (lower) = 7.07 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":7.64,"unit":"in","origin":"derived","label":"24-hr 100 year depth (mean)","explanation":"24-hr 100 year depth (mean) = 7.64 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":8.19,"unit":"in","origin":"derived","label":"24-hr 100 year depth (upper)","explanation":"24-hr 100 year depth (upper) = 8.19 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":7.78,"unit":"in","origin":"derived","label":"24-hr 200 year depth (lower)","explanation":"24-hr 200 year depth (lower) = 7.78 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":8.44,"unit":"in","origin":"derived","label":"24-hr 200 year depth (mean)","explanation":"24-hr 200 year depth (mean) = 8.44 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":9.06,"unit":"in","origin":"derived","label":"24-hr 200 year depth (upper)","explanation":"24-hr 200 year depth (upper) = 9.06 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":8.75,"unit":"in","origin":"derived","label":"24-hr 500 year depth (lower)","explanation":"24-hr 500 year depth (lower) = 8.75 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":9.53,"unit":"in","origin":"derived","label":"24-hr 500 year depth (mean)","explanation":"24-hr 500 year depth (mean) = 9.53 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":10.2,"unit":"in","origin":"derived","label":"24-hr 500 year depth (upper)","explanation":"24-hr 500 year depth (upper) = 10.2 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":9.5,"unit":"in","origin":"derived","label":"24-hr 1000 year depth (lower)","explanation":"24-hr 1000 year depth (lower) = 9.5 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":10.4,"unit":"in","origin":"derived","label":"24-hr 1000 year depth (mean)","explanation":"24-hr 1000 year depth (mean) = 10.4 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":11.2,"unit":"in","origin":"derived","label":"24-hr 1000 year depth (upper)","explanation":"24-hr 1000 year depth (upper) = 11.2 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_receiving_length_ft","kind":"not_offered","title":"Receiving flow path length","message":"receiving flow path length: the length of pervious ground the flow crosses, which is a dimension of a practice nobody has drawn yet and not a dimension of the site. The narrowest crossing of the site boundary is a bounding dimension and using it here would credit a disconnection across ground that may hold no disconnection at all. The field is left empty, so a condition reading it comes back unchecked and the credit is not granted, which is the correct outcome.","measurement":"receiving_length_ft","leave_blank":true},{"field":"credit_width_ft","kind":"not_offered","title":"Filter strip width","message":"width: the width of a filter strip measured across the face it treats, which needs the flow direction and the strip, and CurveNumber has neither. A bounding dimension of the site is not a strip width. The field is left empty and a condition reading it denies the credit.","measurement":"width_ft","leave_blank":true},{"field":"indoor_water_demand","kind":"no_dataset","title":"Indoor water demand","message":"An indoor water demand cannot be estimated from anything this product reads: it depends on occupancy, which no dataset holds. The irrigation part of a cistern's demand is estimated; the indoor part is not, because a guessed continuous demand would give a cistern its whole credit on a number nobody supplied. To credit it, enter a metered monthly demand schedule with a written commitment that the use continues.","half_offered":"irrigation_demand"}],"supplied":[],"headline":"Check these 3 first: temporal distribution, a factor of 8.37 on peak one hour rainfall fraction; time of concentration, a factor of 7.18 on time of concentration; irrigation demand, July, a factor of 4.00 on irrigation demand in the governing month. The other 4 move their own figures by a factor of 3.33 or less and are reported rather than put in front of you.","recorded_at":"2026-09-26T22:36:36+00:00","available":true},"waivers":[],"reproduction":{"run_id":"run_04d75482042da989","run_at":"2026-09-26T22:40:43+00:00","engine_version":"0.9.0","storm_in":3.57,"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":"Bioretention basin at the low corner","condition":"proposed","withheld":false,"peak_cfs":16.344655,"time_to_peak_hr":12.04375,"inflow_cfs":18.787774,"change_cfs":9.175289747360754,"overflowed":true,"overflow_cf":33797.175326,"overflow_percent":64.30536855704165,"max_stage_ft":3.465716,"crest_ft":3.25,"dt_hr":0.0125},"rests_on":[{"kind":"practice_refusal","tag":"REFUSED","conditions":["proposed"],"headline":"A practice refusal is in force: “The practice drains too large an area for its size” (contributing area outside the practice's range).","detail":"431,244 sq ft draining to 8,034 sq ft of bed is a loading ratio of 53.7 to 1, above the 20 to 1 ceiling. Both the required volume and the available storage scale with the bed area, so the ratio at which this profile is filled to the overflow by the treatment volume alone is 18.8 to 1 and no choice of footprint changes it. Above the ceiling the surface loading rate governs rather than the volume, and clogging, scour and pretreatment are not modeled anywhere in CurveNumber. The sizing conclusion for this practice is void. Bioretention basin at the low corner reduces the increase by 18,760 cu ft (0.431 ac-ft), from 26,983 cu ft (0.619 ac-ft) without it to 8,223 cu ft (0.189 ac-ft)."}],"headline_change":{"direction":"increase","volume_cf":8222.864557,"depth_in":0.184877,"depth_direction":"increase","volume_percent":32.152829576808685,"depth_percent":32.15022928799859,"opposed":false,"volume_ac_ft":0.18877099533976127},"headline_ac_ft":{"existing":0.5871053895546373,"proposed":0.7758763848943985},"photograph_share_words":"","signed_drafts":[],"site_map":{"format_version":1,"frame":{"west":-8812380.964,"east":-8811720.818,"south":4264787.234,"north":4265282.343,"width_px":960,"height_px":720,"ground_m_per_px":0.5581435580111069},"boundary":[[[[-79.1613,35.74],[-79.1587,35.74],[-79.1587,35.7419],[-79.1613,35.7419],[-79.1613,35.74]]]],"practice":null,"centroid":{"lat":35.74095,"lon":-79.16},"area_ac":12.251751474998795,"image":"data:image/jpeg;base64,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","imagery":{"source":"naip","service":"USGS NAIP Imagery, The National Map","dates":["2022-09-27"],"retrieved":"2026-09-26T22:38:29+00:00","credit":"Imagery: USGS The National Map, public domain, flown September 27, 2022."},"note":""},"prepared_by":{"label":"as entered by the account holder","held":[],"name":"CurveNumber Examples","firm":"CurveNumber","title":"","website":"","website_approved":false,"source":"profile"},"published_state":{"inputs_match_run":true,"changes_since_run":[],"waivers":{}}},"steps":[{"step":1,"date":"2026-09-26T21:36:29+00:00","action":"Created the site Wooded tract to 1/2-acre lots.","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":"Wooded tract to 1/2-acre lots","address":"","project_id":"prj_57be442de7fff9f9","has_geometry":false}},{"step":2,"date":"2026-09-26T21:36:55+00:00","action":"Set the site boundary at 12.252 ac.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"area_ac":12.251751474998795,"prior_area_ac":null,"source":"patch","reason":"","acknowledged_run":null,"segments_now_stale":false,"overlap":null,"exception":null}},{"step":3,"date":"2026-09-26T21:38:18+00:00","action":"Derived 4 areas over a 12.252 ac boundary from the published datasets.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"derivation_id":"drv_4ed1825fc30588e8","condition":"existing","segments_written":4,"segments_area_ac":12.251751474998796,"segments_replaced":0,"segments_kept":0,"area_ac":12.251751474998795,"headline_available":true,"refusal_id":"","refusal":""}},{"step":4,"date":"2026-09-26T21:38:18+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_4ed1825fc30588e8"}},{"step":5,"date":"2026-09-26T21:38:18+00:00","action":"Defaulted irrigation water demand at 6,492 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":6491.732945830058,"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 6,492 cu ft per day at the shipped coefficients, 3245.9 at the generous end of both and 12983.5 at the lean end, so a 1,500 gallon tank of 200.5 cu ft empties in 0.7 hours, 1.5 hours or 0.4 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 531,156 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_4ed1825fc30588e8"}},{"step":6,"date":"2026-09-26T21:38:18+00:00","action":"Derived antecedent dry period at 10 days, which moves antecedent dry period by a factor of 3.33.","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":10.0,"unit":"day","origin":"derived","moves":3.3333333333333335,"moves_figure":"antecedent dry period","rank":3,"headline":true,"worth":"P50 is 3 days and P90 is 10 days at this station, a factor of 3.33, 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 23, 2026) station USC00311677, 654 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 23, 2026) station USC00311677, 90th percentile of interevent dry period length retrieved Sep 26, 2026","registry_keys":["estimate.dry_spell_percentile"],"derivation_id":"drv_4ed1825fc30588e8"}},{"step":7,"date":"2026-09-26T21:38:18+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":0.1319964439928879,"unit":"in/day","origin":"defaulted","moves":2.4999999999999996,"moves_figure":"green roof recovery time","rank":4,"headline":false,"worth":"On a media holding 1.00 in, the recovery time runs 11.36 days at a coefficient of 0.40 and 4.55 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 -79.1417, 35.7333, 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_4ed1825fc30588e8"}},{"step":8,"date":"2026-09-26T21:51:58+00:00","action":"Added area 1/2-acre lots (17 homes) to the proposed condition, 8.500 ac at CN 70, residential districts, 1/2 acre lots (25 percent impervious).","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_a0c2ee2f8c6d3818","name":"1/2-acre lots (17 homes)","area_ac":8.5,"cn":70.0,"impervious_fraction":0.25,"cover_key":"residential_half_acre","hsg":"B"}}},{"step":9,"date":"2026-09-26T21:52:10+00:00","action":"Added area Streets with curb and gutter to the proposed condition, 1.400 ac at CN 98, streets and roads, paved, curbs and storm sewers (excluding right-of-way).","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_8063c2d78debae1c","name":"Streets with curb and gutter","area_ac":1.4,"cn":98.0,"impervious_fraction":0.0,"cover_key":"streets_paved_curbs","hsg":"B"}}},{"step":10,"date":"2026-09-26T21:52:31+00:00","action":"Added area Preserved stream buffer woods to the proposed condition, 2.352 ac at CN 55, woods good.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"condition":"proposed","segment":{"id":"seg_39327289ed433248","name":"Preserved stream buffer woods","area_ac":2.352,"cn":55.0,"impervious_fraction":0.0,"cover_key":"woods_good","hsg":"B"}}},{"step":11,"date":"2026-09-26T22:36:36+00:00","action":"Derived 4 areas over a 12.252 ac boundary from the published datasets, replacing 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":{"derivation_id":"drv_4414b5e18f9862eb","condition":"existing","segments_written":4,"segments_area_ac":12.251751474998796,"segments_replaced":4,"segments_kept":0,"area_ac":12.251751474998795,"headline_available":true,"refusal_id":"","refusal":""}},{"step":12,"date":"2026-09-26T22:36:36+00:00","action":"Computed time of concentration at 0.222 hr, which moves time of concentration by a factor of 7.18.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"time_of_concentration","title":"Time of concentration","engine_field":"time of concentration","magnitude":0.22171476679665308,"unit":"hr","origin":"computed","moves":7.182329389185476,"moves_figure":"time of concentration","rank":2,"headline":true,"worth":"The surface is worth a factor of 7.18 on Tc and decides whether the peak discharge is drawn at the TR-55 minimum; the sheet flow cap 2.05; the estimated flow length 1.09.","rests_on":"TR-55 segmental: sheet flow over woods, light underbrush at n = 0.4 for 100 ft, then shallow concentrated flow. Slope 10.79 percent from USGS 3DEP, two year 24 hour depth 3.57 in from NOAA Atlas 14 Volume 2 Version 3, flow length 1036 ft estimated as the longest chord of the drawn boundary, which is not a flow path.","source_cite":"","registry_keys":["estimate.flow_surface_from_land_cover","estimate.sheet_flow_length_cap_ft","estimate.flow_length_from_boundary","peak.min_tc_hours"],"derivation_id":"drv_4414b5e18f9862eb"}},{"step":13,"date":"2026-09-26T22:36:36+00:00","action":"Derived slope of the receiving area at 10.792 percent, which moves slope across the area by a factor of 3.29.","author":"CurveNumber Examples","reason":"","explanation":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","delta":{"state":"no_run","storm_in":null,"duration_hr":null,"basis":"","changes":[],"sentence":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","why":"No run exists yet, so this change has not been priced. This product does not pick a design storm on the user's behalf, and the next change will be priced against the storm the first run uses.","elapsed_ms":0.0},"inputs_changed":{"field":"credit_slope","title":"Slope of the receiving area","engine_field":"slope","magnitude":10.792248352906617,"unit":"percent","origin":"derived","moves":3.2858706983697012,"moves_figure":"slope across the area","rank":5,"headline":false,"worth":"The site spans P10 4.80 to P90 15.78 percent, a factor of 3.29, around a median of 10.79. A maximum slope condition is decided conservatively by the P90 and a minimum slope condition by the P10, and no single number is conservative for both, so the median is reported with both beside it.","rests_on":"USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026. Median of 1992 sampled pixels, in percent, which is the tangent of the angle and not the angle.","source_cite":"USGS 3DEP (1/9 arc-second DEM (about 3 m)) Slope Degrees raster function retrieved Sep 26, 2026","registry_keys":[],"derivation_id":"drv_4414b5e18f9862eb"}},{"step":14,"date":"2026-09-26T22:36:36+00:00","action":"Defaulted contributing flow path length at 1036.228 ft, which moves contributing flow path length by a factor of 1.5.","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":"credit_contributing_flow_path","title":"Contributing flow path length","engine_field":"contributing flow path length","magnitude":1036.228183850023,"unit":"ft","origin":"defaulted","moves":1.498211039567505,"moves_figure":"contributing flow path length","rank":7,"headline":false,"worth":"Against a manual capping the contributing flow path at 500 ft, 1036 ft denies the credit and 692 ft grants it. The true path is between them.","rests_on":"The drawn contributing boundary, as a geometric bound. No dataset contains a flow path.","source_cite":"","registry_keys":["estimate.credit_geometry_bound"],"derivation_id":"drv_4414b5e18f9862eb"}},{"step":15,"date":"2026-09-26T22:38:29+00:00","action":"Ran the site at the 3.57 in 24 hr storm by the curve number method.","author":"CurveNumber Examples","reason":"","explanation":"At the 3.57 in storm this run moves runoff depth from 0.575 to 1.182 in, an increase of 105.5 percent, and volume from 25,574 to 52,557 cu ft, an increase of 105.5 percent.","delta":{"state":"priced","storm_in":3.57,"duration_hr":24.0,"basis":"this run, as CurveNumber computed it","changes":[{"key":"run.depth","label":"runoff depth","unit":"in","from":0.5750414289001655,"to":1.1817335344486197,"delta":0.6066921055484542,"percent":105.50406893444605,"direction":"up","note":""},{"key":"run.volume","label":"runoff volume","unit":"ft3","from":25574.310769208256,"to":52557.3153285541,"delta":26983.00455934584,"percent":105.50823755467016,"direction":"up","note":""}],"sentence":"At the 3.57 in storm this run moves runoff depth from 0.575 to 1.182 in, an increase of 105.5 percent, and volume from 25,574 to 52,557 cu ft, an increase of 105.5 percent.","why":"","elapsed_ms":0.0},"inputs_changed":{"run_id":"run_1d9f1154b16c05db","storm_in":3.57,"duration_hr":24.0,"method":"M-CN","routed":false}},{"step":16,"date":"2026-09-26T22:39:43+00:00","action":"Added a bioretention practice, Bioretention basin at the low corner, to the proposed condition, 12,612 cu ft of storage to the crest.","author":"CurveNumber Examples","reason":"Adding the 9,000 square foot bioretention basin from the grading plan (example, fictional) at the low corner, with the tested infiltration rate.","explanation":"At the 3.57 in design storm there was no treatment volume required of the proposed practice before this change, and it is now 12,796 cu ft. There was no storage to the crest on the proposed practice before this change, and it is now 12,612 cu ft. There was no infiltrated volume on the proposed practice before this change, and it is now 12,612 cu ft. There was no drawdown on the proposed practice before this change, and it is now 41.86 hr.","delta":{"state":"priced","storm_in":3.57,"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":12795.75,"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":12611.970555964306,"delta":null,"percent":null,"direction":"added","note":""},{"key":"proposed.practice_infiltrated","label":"infiltrated volume on the proposed practice","unit":"ft3","from":null,"to":12611.970548054256,"delta":null,"percent":null,"direction":"added","note":""},{"key":"proposed.practice_drawdown","label":"drawdown on the proposed practice","unit":"hr","from":null,"to":41.86016788884939,"delta":null,"percent":null,"direction":"added","note":""}],"sentence":"At the 3.57 in design storm there was no treatment volume required of the proposed practice before this change, and it is now 12,796 cu ft. There was no storage to the crest on the proposed practice before this change, and it is now 12,612 cu ft. There was no infiltrated volume on the proposed practice before this change, and it is now 12,612 cu ft. There was no drawdown on the proposed practice before this change, and it is now 41.86 hr.","why":"","elapsed_ms":7.719},"inputs_changed":{"condition":"proposed","practice_id":"prc_9e468fbb7aa20d7b","name":"Bioretention basin at the low corner","kind_name":"bioretention","storage_cf":12611.970555964306,"prior_storage_cf":null,"fields":{},"reason":"Adding the 9,000 square foot bioretention basin from the grading plan (example, fictional) at the low corner, with the tested infiltration rate.","acknowledged_run":"run_1d9f1154b16c05db"}},{"step":17,"date":"2026-09-26T22:40:43+00:00","action":"Ran the site at the 3.57 in 24 hr storm by the curve number method.","author":"CurveNumber Examples","reason":"","explanation":"At the 3.57 in storm this run moves runoff depth from 0.575 to 0.760 in, an increase of 32.2 percent, and volume from 25,574 to 33,797 cu ft, an increase of 32.2 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":3.57,"duration_hr":24.0,"basis":"this run, as CurveNumber computed it","changes":[{"key":"run.depth","label":"runoff depth","unit":"in","from":0.5750414289001655,"to":0.7599181047005434,"delta":0.18487667580037792,"percent":32.15014892996081,"direction":"up","note":""},{"key":"run.volume","label":"runoff volume","unit":"ft3","from":25574.310769208256,"to":33797.175326211545,"delta":8222.86455700329,"percent":32.152829576559725,"direction":"up","note":""}],"sentence":"At the 3.57 in storm this run moves runoff depth from 0.575 to 0.760 in, an increase of 32.2 percent, and volume from 25,574 to 33,797 cu ft, an increase of 32.2 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_04d75482042da989","storm_in":3.57,"duration_hr":24.0,"method":"M-CN","routed":true}}],"run_id":"run_04d75482042da989","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."}