Technical site review should convert a parcel into design constraints, not a generic checklist. For a multi-span greenhouse, test a conceptual 4.0 m, 4.5 m or 5.0 m bay grid against the surveyed boundary before selecting a footprint. The decision is whether the site still accommodates the production block, a packhouse edge, vehicle circulation, drainage corridors and a later phase without creating narrow, unproductive remnants. An irregular parcel can work, but only when its lost corners and access geometry do not force costly retaining, split operations or a compromised expansion line.
Translate terrain into buildability
A 1-2% finished-grade fall is often operationally convenient for surface-water routing around a Gothic multi-span frame; it is not a universal slope limit. Steeper terrain may remain viable where cut-and-fill quantities, retaining interfaces and a lawful discharge route can be defined, but the owner should pause where the topographic survey cannot establish levels across the greenhouse pad, service roads and outfall. Desktop elevation mapping is useful for screening; a surveyed datum is the basis for layout and civil decisions. A scenario-level example of this decision path is shown in desert cucumber greenhouse water scenario.
Use climate records to frame structural and envelope questions
For commercial greenhouse site selection, collect nearby station records for minimum winter temperature, peak summer temperature, wind direction and extremes, snow, hail, humidity and diurnal range. A 4.0-6.5 m ridge height changes the ventilation volume and crop-clearance options, while the same weather record can lead to different concept questions for a Venlo greenhouse, double-layer inflatable film, or 8 mm twin-wall polycarbonate. Glass generally prioritizes light transmission, whereas insulated film or polycarbonate may reduce heat loss at the cost of different light, durability and structural considerations. Structural wind and snow loads must be set by the applicable local code and project-specific engineer; climate normals are not a substitute for that design basis.
Check drainage and soil evidence at the footprint, not only at the parcel boundary
Review contour levels, mapped flood evidence, visible flow paths, culverts and the proposed stormwater discharge route across the actual building zone. A hot-dip galvanized steel structure can tolerate a well-designed drainage environment, but persistent ponding beside foundations, crop aisles or loading areas raises corrosion, access and hygiene risk. Mapped soils can identify where boreholes or geotechnical review are warranted; they cannot confirm bearing conditions, settlement behavior or earthworks quantities. Where drainage crosses third-party land or a public channel, obtain written rights and authority guidance before treating the route as available.
Test operational traffic as a physical layout constraint
Run separate swept-path checks for refrigerated dispatch, substrate deliveries, fertilizer handling and staff vehicles. A 12-16 m articulated vehicle needs substantially different turning and loading space than a rigid local truck, so road distance alone is a weak logistics measure. Locate the packhouse and dispatch apron so harvest movement does not cross incoming-material traffic; this becomes more important for high-throughput crops such as a tomato greenhouse than for a smaller seasonal block. If the route includes weight, height or time-of-day restrictions, confirm them in writing rather than relying on a broker or landowner statement.
Keep utility and water evidence separate from site impressions
Record proposed connection points, route lengths, easements and written provider responses, but do not assume that a nearby line establishes usable capacity. Detailed validation of electrical demand, fuel, water, drainage and backup interfaces belongs in commercial greenhouse utility planning. Likewise, a borehole or canal visible on site is not a water-quality finding: collect a representative source sample and use the greenhouse water-quality requirements guide to define the sampling evidence needed before a hydroponic or fertigation concept is fixed.
Technical evidence to release before concept design
| Design input |
Minimum decision use |
What to verify next |
| Boundary and topographic survey |
Tests 4.0-5.0 m bay alignment, pad levels, roads and phase-two space. |
Coordinate reference system, easements, setbacks and surveyed elevations. |
| Climate record and site exposure notes |
Frames ridge-height, ventilation, cladding and structural-load questions. |
Applicable local wind, snow, hail and code design basis. |
| Drainage and ground evidence |
Identifies ponding, retaining, outfall and foundation-investigation risk. |
Hydrology, geotechnical scope and discharge permissions where material. |
| Vehicle-flow drawing |
Tests dispatch separation, crane approach and 12-16 m truck movements. |
Road restrictions, turning geometry and seasonal access reliability. |