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Geospatial & Environmental

Tools for site drainage, watershed and pond sizing, erosion screening, and solar and wind land planning.

These calculators follow the site-drainage chain from watershed area to runoff volume to retention pond sizing, and add rainwater harvesting, erosion risk, contour area, and land planning for solar and wind. Each tool shows its formula and points to the NRCS, NOAA Atlas 14, EPA, NREL, and USGS references behind it. You might also find our Convert land area units, Plan agricultural irrigation, Estimate land purchase costs, Calculate energy requirements, Solve mathematical calculations, Convert measurement units, Coordinate across time zones and Design environmental studies helpful for related calculations.

Geospatial & Environmental Guide

What you can do in Geospatial & Environmental

  • Estimate stormwater runoff volume for a design storm with the Rational method: rainfall depth, drainage area, and a runoff coefficient.
  • Delineate an approximate watershed or catchment area from a pour point, then cross-check it against USGS StreamStats.
  • Size a retention pond from runoff volume, capture fraction, and freeboard, and tell it apart from a detention basin.
  • Size a rainwater harvesting tank from roof area, annual rainfall, and daily demand, with a dry-spell buffer built in.
  • Score erosion risk from slope, soil erodibility, and ground cover before you commit to a full RUSLE2 analysis.
  • Plan land for renewables: acres per MW and ground coverage ratio for solar, turbine spacing in rotor diameters for wind, and panel plus battery sizing for off-grid sites.
  • Convert a sloped parcel between planimetric area and true surface area from contour data.

Accuracy, assumptions, and sources

  • Runoff volumes use the Rational method, a screening approach for small catchments. It is not a TR-55 or full hydrologic model, and it drifts on catchments above roughly 200 acres.
  • Rainfall depths should come from NOAA Atlas 14 point precipitation for your coordinates, not a generic textbook storm. The numbers vary within a few miles.
  • Runoff coefficients and soil groups follow USDA NRCS conventions. Guessing the soil group can swing runoff volume by 40 percent or more.
  • Watershed area depends on DEM resolution and where you place the pour point. Snap the point to the flow path and compare the result against USGS StreamStats.
  • Retention pond math assumes vertical walls. Real 3:1 side slopes add footprint the surface area figure never shows.
  • Solar and wind land estimates use industry-average ground coverage ratio, DC/AC ratio, and spacing multiples. Parcel shape, slope, and setbacks move the answer.

Pick the right calculator fast

Common mistakes to avoid

  • Using a textbook 2-inch storm instead of the return period and duration your jurisdiction adopted from NOAA Atlas 14.
  • Applying one runoff coefficient to a mixed site instead of area-weighting each surface type.
  • Swapping detention and retention. 'Detain and release within 72 hours' is detention; 'capture and treat the first inch' is retention, and they size differently.
  • Ignoring off-site drainage that crosses the parcel, the top reason ponds come out undersized after construction.
  • Placing a watershed pour point off the DEM flow path, so the boundary clips a side valley or pulls in a neighboring ridge.
  • Sizing a rainwater tank from annual rainfall while ignoring the dry-season months when the tank actually has to carry demand.
  • Quoting solar acres per MW without saying whether the MW is DC or AC. That distinction shifts land by 20 to 30 percent.
  • Confusing hub height with rotor diameter in turbine spacing, which under-spaces every row by 30 percent or more.

Editorial policy

  • Every tool gives a planning-level estimate for early screening, not a stamped engineering design or a permit-ready submittal.
  • Hydrology tools follow published references: NOAA Atlas 14 for rainfall, USDA NRCS for runoff and soils, and the EPA stormwater BMP menu for pond practice.
  • Renewable-siting tools use NREL and PVWatts conventions for capacity factor, DC/AC ratio, and ground coverage ratio.
  • Most tools work without sign-in. See the Privacy Policy for analytics, advertising, and cookie disclosures.
  • Formulas and key assumptions are shown on each tool page so you can check the math yourself.
  • Found an error? Email contact@everydaybudd.com and we'll fix it. Tools are updated when the underlying standards or methods change.

Top Picks

All Geospatial & Environmental Tools

Which geospatial tool for which job

Nine calculators sit here, and they split into three jobs that barely talk to each other. One group traces where water goes on a site. Another sizes the land a renewable project needs. The last measures the ground itself. Get the job straight first, because the tool that tells you how much runoff a storm sheds has nothing to say about how far apart to space wind turbines.

The drainage chain, in order. Site hydrology runs downhill in a fixed sequence, and there’s a tool for each step. Start at the top with the Watershed / Catchment Area Calculator, which delineates the contributing area draining to a pour point, the culvert or inlet you care about. That area is the input to everything below it. Feed it into the Stormwater Runoff Volume Estimator, which turns the drainage area, a design rainfall depth, and a runoff coefficient into the event volume the site sheds. Carry that volume into the Retention Pond Size Estimator to size the wet pond that has to hold it. And run the Basic Erosion Risk Index on the exposed slopes inside the catchment, since bare graded ground is where the sediment that silts up your pond comes from. Miss a step and the error compounds: a pour point placed one DEM cell off throws the area off, which throws the runoff off, which undersizes the pond. The Rainwater Harvesting Tank Size Calculator is the rooftop branch of the same physics, catching roof runoff for reuse before it ever reaches the storm system.

Siting a renewable project. Three tools answer land questions for energy, and they don’t chain the way the drainage tools do. You pick the one that matches the technology. The Solar Land Requirement Calculator converts a system size in megawatts into gross acres, folding in ground coverage ratio and the DC-versus-AC distinction that trips up most first estimates. The Wind Turbine Spacing Calculator works in rotor diameters, turning a turbine’s blade sweep into row spacing and a project footprint. The Off-Grid Solar & Battery Size Estimator is the small-scale cousin, sizing panels and a battery bank from a cabin’s daily kilowatt-hours rather than laying out a utility field. Compare solar against wind on the same parcel, or check whether an off-grid load even fits the roof, and you’re moving between these three.

Measuring the ground. Under both of the other groups sits one question: how big is this piece of land, really. The Contour Area Calculator answers it for sloped terrain, where the flat map footprint (planimetric area) and the actual surface you walk diverge by more than people expect, 6 percent at a 20 degree slope and 41 percent at 45. Use it when a hillside parcel’s usable acreage matters, whether you’re checking a solar site or the drainage area feeding a pond. For a boundary you walked with GPS and only want the enclosed area, the GPS Coordinate Area Calculator is the more direct route.

How these tools compute (methodology)

None of these is a black box. Runoff uses the Rational method, rainfall depth times drainage area times a runoff coefficient, a screening approach that holds up under about 200 acres before travel time across the basin breaks its uniform-intensity assumption. Above that you move to the NRCS TR-55 curve number method. Design rainfall should come from NOAA Atlas 14 point precipitation for your exact coordinates, not a textbook 2-inch storm, because the values shift within a few miles. Runoff coefficients and soil groups follow USDA NRCS conventions, and guessing the soil group can swing the volume 40 percent.

Watershed delineation traces flow direction and accumulation across a digital elevation model, following the divides uphill from the pour point. Resolution drives accuracy: a 10-meter DEM suits rural basins, while an urban site where a graded pad redirects flow wants 1-to-3-meter lidar. Cross-check any delineation against USGS StreamStats for the same point, and if the two areas diverge by more than 15 to 20 percent, the pour point or the DEM is the problem. The renewable tools lean on NREL benchmarks: acres per MW by ground coverage ratio and DC/AC ratio for solar, and the rotor-diameter spacing convention for wind, where 7 to 10 D downwind and 3 to 5 D crosswind manage wake losses. Pond depth, forebay, and freeboard track the EPA National Menu of Stormwater BMPs and state manuals. Every computed value is exact on your inputs. Real-world accuracy rides on the survey and the rainfall data behind them, which is why each page sends you to a licensed engineer before anything gets built.

Terms that trip people up

Runoff coefficient
The fraction of rainfall that runs off instead of soaking in, from 0 to 1. Pavement and roofs sit at 0.85 to 0.95, lawn on sandy soil at 0.10 to 0.20. Area-weight it across a mixed site.
Pour point
The single outlet where a watershed’s flow converges and leaves. Snap it to the DEM flow path, because one cell off clips a side valley or grabs a neighboring ridge.
Ground coverage ratio (GCR)
The share of a solar array’s footprint that’s actually panel, typically 0.3 to 0.4 fixed-tilt and 0.4 to 0.5 for trackers. Array land equals panel area divided by GCR.
Planimetric vs surface area
Planimetric is the flat, straight-down footprint that deeds and GIS use. Surface area is that footprint stretched over the slope, always larger, and equals planimetric divided by the cosine of the slope angle.
Detention vs retention
A retention pond keeps a permanent pool and is sized by volume. A detention basin sits mostly dry and is sized from the gap between inflow and outflow rate. “Capture the first inch” is retention; “detain and release in 72 hours” is detention.

Frequently Asked Questions

What's the difference between a retention pond and a detention basin?

A detention basin (dry pond) fills during a storm and drains completely between storms. Its job is to slow the peak flow so the downstream pipe or channel isn't overwhelmed, so it's sized from the difference between inflow and outflow rates. A retention pond (wet pond) keeps a permanent pool and holds the captured runoff above it, releasing it slowly through an outlet, so it's sized from volume, usually the first 1 to 1.5 inches of rainfall. Quick tell: 'detain and release within 72 hours' is detention, 'capture and treat the first inch' is retention. The Retention Pond Size Estimator sizes the wet-pond case.

How do I estimate stormwater runoff for a site?

For a small site the Rational method gives a fast, defensible number: drainage area times design rainfall depth times a runoff coefficient. The coefficient runs about 0.95 for asphalt and rooftops down to 0.10 to 0.20 for lawn on sandy soil, and you area-weight it across a mixed site. Pull the rainfall depth from NOAA Atlas 14 for your coordinates and your jurisdiction's adopted return period, not a generic 2-inch storm. The Stormwater Runoff Volume Estimator returns the event volume in cubic meters, gallons, and acre-feet. Above roughly 200 acres, move to an NRCS Curve Number (TR-55) approach.

How many acres does a solar farm need per MW?

Utility-scale ground-mounted solar runs about 6 to 8 acres per MW-DC for fixed-tilt and 4 to 6 for single-axis tracking, and that range already includes roads, setbacks, and equipment pads. The big swing is DC versus AC: a 10 MW-AC project at a 1.25 DC/AC ratio actually mounts 12.5 MW-DC of panels, so confirm which rating you're quoting. Ground coverage ratio, the share of the array footprint that's actually panel, drives the rest. The Solar Land Requirement Calculator converts capacity and layout into gross acres.

How is watershed area delineated from a pour point?

The pour point is the single outlet where all flow from the catchment converges, usually a culvert inlet, stream gage, or channel junction. Delineation traces the drainage divide uphill from that point using a digital elevation model's flow-direction grid, and everything that drains to the point falls inside the boundary. Placement is the sensitive part: move the point off the DEM flow path and the area can clip a side valley or grab a neighboring ridge, so snap it to the nearest high-accumulation cell first. The Watershed / Catchment Area Calculator reports area, perimeter, and mean slope. Cross-check it against USGS StreamStats.

What's the difference between planimetric and surface area on a slope?

Planimetric area is the footprint you'd see looking straight down, the flat projection that deeds and county assessors record. Surface area is the actual ground stretched along the slope, and it's always equal to or larger than planimetric. The conversion is surface = planimetric / cos(slope angle): about 6 percent larger at a 20 degree slope, 41 percent larger at 45. Use planimetric for legal lot size and tax assessment, surface for earthwork, seeding, or erosion-blanket quantities. The Contour Area Calculator reports both.

How far apart should wind turbines be spaced?

Spacing is measured in rotor diameters (D), not fixed distances, because wake width scales with blade sweep. A common starting layout is 7 to 10 D between rows in the prevailing wind direction and 3 to 5 D crosswind, since wakes spread downwind far more than sideways. For a 130 m rotor, 8 D downwind works out to about 1,040 m. Tighten the downwind gap and wake losses climb quickly, because power scales with the cube of wind speed. The Wind Turbine Spacing Calculator turns rotor diameter and spacing multipliers into row spacing, per-turbine area, and total footprint.

Prepared by

Waqar Khan, Editor-in-Chief, EverydayBudd Editorial

Last updated

July 7, 2026

Educational tool. Results are estimates.