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Stormwater Tree Trenches
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Revision as of 20:38, 15 June 2023
364 bytes added
,
1 year ago
→Structural Soil Comparisons
Line 163:
Line 163:
|'''CU-Soil™'''
|'''CU-Soil™'''
|30mm (20-40mm)*
|30mm (20-40mm)*
−
|Gravel: <5%
+
|
−
Sand: 20-45%
+
Gravel: <5%
<br>
−
Silt: 20-50%
+
Sand: 20-45%
<br>
−
Clay: 20-40%
+
Silt: 20-50%
<br>
−
CEC >10
+
Clay: 20-40%
<br>
−
pH: 5.5 – 6.5
+
Cation Exchange Capacity (
CEC
)
>10
<br>
+
pH: 5.5 – 6.5
<br>
Organic Content: 2 – 5% by dry weight
Organic Content: 2 – 5% by dry weight
|Hydrogel (coated potassium propenoate-propenamide copolymer)
|Hydrogel (coated potassium propenoate-propenamide copolymer)
Line 175:
Line 176:
|'''B.C Soil'''
|'''B.C Soil'''
|75mm/60 – 80mm)
|75mm/60 – 80mm)
−
|Sand: 45-55%
+
|
−
Silt: 25-35%
+
Sand: 45-55%
<br>
−
Clay: 0 – 10%
+
Silt: 25-35%
<br>
−
Silt + Clay: 25 – 45%
+
Clay: 0 – 10%
<br>
−
pH: 6.0 – 7.0
+
Silt + Clay: 25 – 45%
<br>
+
pH: 6.0 – 7.0
<br>
Organic Content: 15-20%**
Organic Content: 15-20%**
|Stabilizer
|Stabilizer
|33%
|33%
|-
|-
+
| colspan="5" style="text-align: left;" |<small>'''Note:'''<br>
+
"*" = Larger or smaller stone sizes are accepted as long as they do not comprise more than 10% above or 10% below the indicated range.<br>
+
"**" = Soil texture is the City of Vancouver specification for structural soils</small>
|}
|}
DanielFilippi
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