Hint soil buried
Hint bedding
Desc pipe savings prefix 0.32 Unit tons (0.24 Unit cu yds) Desc pipe savings suffix $15.23 Desc on purchase orders
1/2" to 1" angular stone. Gold standard for drainage voids and structural locking.
Calculate french drain gravel and crushed stone in cubic yards, tons, and bags. Includes pipe displacement deduction, fabric wrap, and compaction waste factors.
Hint soil buried
Hint bedding
Desc pipe savings prefix 0.32 Unit tons (0.24 Unit cu yds) Desc pipe savings suffix $15.23 Desc on purchase orders
1/2" to 1" angular stone. Gold standard for drainage voids and structural locking.
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Calculate french drain gravel and crushed stone in cubic yards, tons, and bags. Includes pipe displacement deduction, fabric wrap, and compaction waste factors.
Minimum lateral clearance recommended by ASTM drainage guidelines is pipe outer diameter plus 6 to 8 inches (3 to 4 inches of aggregate surround on each side). Common bucket widths are 10, 12, or 16 inches.
Total vertical cut from finished ground elevation to the excavated trench floor. Must satisfy both frost depth considerations and minimum 1% grade down to the discharge outlet.
The exact physical volume occupied by the drainage pipe conduit (e.g. 4-inch corrugated or PVC SDR-35). Subtracting pipe displacement prevents over-ordering gravel by 5% to 15% depending on trench depth.
Standard washed #57 crushed limestone or granite ranges from 2,600 to 2,800 lbs per cubic yard (average 2,700 lbs or 1.35 short tons). Moisture content and compaction can increase weight by 5% to 8%.
The width of non-woven filter fabric required to completely encapsulate the aggregate core with a minimum 12-inch top lap to prevent soil fine infiltration while sustaining 90-140 GPM/sq ft permittivity.
Undisturbed native soil expands upon excavation due to air void incorporation. Compacted clay swells by 25% to 35%, loam by 20%, and sand by 15%, dictating necessary spoil haul-away container volume.
Never install perforated drainage pipe with holes facing up. Groundwater enters a French drain as the subterranean water table rises from the bottom of the trench. Positioning perforations downward allows water to enter the pipe at its lowest elevation and flow away immediately before filling the surrounding stone cavity.
Standard woven weed barriers are tightly stitched to block light and have poor water permittivity (less than 15 GPM/sq ft), which causes fine clay particles to glaze the fabric surface and blind the system within 2 to 3 years. Specify 4-oz or 6-oz needle-punched non-woven geotextile with a water flow rate exceeding 100 GPM/sq ft.
A flat trench will collect water but rely solely on hydrostatic head pressure, causing silt and fine sediment to settle in pipe corrugations. Maintaining a minimum 1% slope (1 inch drop every 8 feet, or 12.5 inches per 100 feet) ensures gravity creates self-scouring velocity (minimum 2 feet per second).
Uniform 1/2-inch to 1-inch angular crushed stone (AASHTO #57) creates inter-locking structural matrix stability with 40% open pore space that will not shift under ground settlement or vehicle traffic, whereas small 3/8-inch rounded pea gravel migrates easily and clogs pipe slots.
Excavator bucket teeth, jagged trench walls, and soil compaction under heavy aggregate create 10% to 15% hidden void volume beyond pure nominal geometric calculations. Always apply a 10% waste and compaction multiplier on straight residential runs, and 15% if the trench winds through uneven tree roots or rocky subgrades.
Occurs when topsoil backfill layer is too thick (exceeding 6 inches) or consists of heavy, unamended impermeable clay that prevents surface water percolation into the gravel envelope. Replace topsoil backfill with sandy loam, or extend the gravel envelope completely flush to the surface as an exposed gravel swale.
Thin single-wall corrugated polyethylene pipe (ADS) has low crush resistance and deforms when buried under less than 12 inches of cover. In driveways, walkways, or shallow trenches (under 18 inches depth), upgrade to rigid ASTM D2729 or SDR-35 perforated PVC pipe embedded in a minimum 3-inch compacted gravel cradle.
Remember that dirt expands by roughly 25% to 30% when dug out of the ground. Because the French drain replaces excavated native earth with gravel and pipe, nearly 80% of the dug-out dirt cannot be returned to the trench and must be hauled off-site or graded elsewhere on the property.
Multiply trench length (ft) by trench width (ft) by gravel depth (ft) to calculate total trench volume in cubic feet, subtract the cylindrical volume of your pipe (pi * radius^2 * length), add a 10% compaction factor, then divide by 27 to obtain cubic yards. Multiply cubic yards by 1.35 to get short tons of standard #57 crushed stone.
For a standard 12-inch wide by 18-inch deep trench with a 4-inch pipe and 4 inches of soil cover: a 50-foot French drain requires approximately 1.9 cubic yards (2.6 tons) of #57 gravel; a 100-foot French drain requires approximately 3.8 cubic yards (5.2 tons) of #57 gravel, assuming a standard 10% overage buffer.
Use angular AASHTO #57 washed crushed stone (1/2-inch to 1-inch) rather than rounded pea gravel. Angular crushed stone locks together mechanically to maintain structural void spaces (40% porosity) that resist heavy ground pressure, while rounded pea gravel shifts, compacts, and migrates through fabric folds or pipe perforations.
Drainage pipe holes must face down toward the trench floor. Water enters a French drain from subterranean hydrostatic pressure rising up from below; positioning perforations downward at the 4 and 8 o'clock positions allows water to enter the pipe immediately at the lowest invert elevation and escape downhill.
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