Difference between revisions of "Construction specifications for bioretention"
Construction specifications for bioretention

Revision as of 19:22, 20 February 2013

This page provides construction details, materials specifications and construction specifications for bioretention systems.

Construction Details

This drawing illustrates a cross-section for a bioretention facilities general plan.

CADD based details for bioretention are contained in the Computer-aided design and drafting (CAD/CADD) drawings section. The following details, with specifications, have been created for bioretention systems:

Bioretention Facilities General Plan
Bioretention Facilities Performance Types Cross-Sections
- Infiltration / Recharge Facility
- Filtration / Partial Recharge Facility
- Infiltration / Filtration / Recharge Facility
- Filtration Only Facility

Materials Specifications

Soil Medium / Filter Media Content

Mix A: Water Quality Blend

A well blended, homogenous mixture of 55-65% construction sand: 10-20% top soil; and 25-35% organic leaf compost is necessary to provide a soil medium with a high infiltration/filtration capacity.

Sand: Provide clean construction sand, free of deleterious materials. AASHTO M-6 or ASTM C-33 with grain size of 0.02 to 0.04 inches

Top Soil: Sandy loam, loamy sand, or loam texture per USDA textural triangle with less than 5% clay content

Organic Leaf Compost: (MnDOT Grade 2) 2 (see also the section on Using Compost as a Soil Amendment

Mix B: Enhanced Filtration Blend

A well-blended, homogenous mixture of 50-70% construction sand and 30-50% organic leaf compost is necessary to provide a soil medium with a higher infiltration/filtration capacity.

Sand: Provide clean construction sand, free of deleterious materials. AASHTO M-6 or ASTM C-33 with grain size of 0.02”-0.04”
Organic Leaf Compost: Mn/DOT Grade 2
Topsoil in the mix will help with some nutrient removal, especially nutrients, but extra care must be taken during construction to inspect the soils before installation and to avoid compaction.

Soil Medium / Filter Media Depth

Field experiments show that pollutant removal is accomplished within the top 30” of soil depth with minimal additional removal beyond that depth (Prince George’s County, 2002). Therefore, the recommended depth of the prepared soil is 30 inches. However, if large trees are preferred in the design, a soil depth of 48 to 52 inches should be utilized. The soil depth generally depends upon the root depth of the prescribed vegetation and content of underlying soils.

Gravel Filter Specifications - Underdrain gravel blanket shall be double washed stone, 1 to 1½ inches in size. Pea Gravel shall be washed, river-run, round diameter, ¼ - ½ inch in size.

Construction Specifications

Given that the construction of bioretention practices incorporates techniques or steps which may be considered non-traditional; it is recommended that the construction specifications include the following format and information:

A. Temporary Erosion Control

Install prior to site disturbance
Protect catch basin/inlet
It is HIGHLY RECOMMENDED that future bioretention locations not be used as temporary sedimentation basins. If used as temporary sedimentation basins, the bioretention practice should be over excavated a minimum of 18” below sedimentation basin grade

B. Excavation, Backfill and Grading

Timing of grading of infiltration practices relative to total site development
Use of low-impact, earth moving equipment (wide track or marsh track equipment, or light equipment with turf-type tires)
Do not over-excavate
Restoration in the event of sediment accumulation during construction of practice
Alleviate any compacted soil (compaction can be alleviated at the base of the practice by using a primary tilling operation such as a chisel plow, ripper or sub-soiler to a minimum 12” depth
Gravel backfill specifications
Gravel filter specifications
Filter fabric specifications

C. Native Plants, Planting and Transplanting (MN Plant List in Appendix E)

Site preparation of planting areas
Timing of native seeding and native planting
Weed control
Watering of plant material

D. Construction Sequence Scheduling

Temporary construction access
Location of silt fence installation to protect BMPs and downstream receiving waters
Removal and storage of excavated material
Installation of underground utilities
Rough grading
Seeding and mulching disturbed areas
Road construction
Final grading
Site stabilization
Installation of semi-permanent and permanent erosion control measures
Silt fence removal

E. Construction Observation

Adherence to construction documents
Verification of physical site conditions
Erosion control measures installed appropriately

@@ Line 18: / Line 18: @@
 A well blended, homogenous mixture of 55-65% construction sand: 10-20% top soil; and 25-35% organic leaf compost is necessary to provide a soil medium with a high infiltration/filtration capacity.
-:'''Sand:''' Provide clean construction sand, free of deleterious materials. AASHTO M-6 or ASTM C-33 with grain size of 0.02”- 0.04”
+:'''Sand:''' Provide clean construction sand, free of deleterious materials. [http://www.transportation.org/Pages/default.aspx AASHTO M-6] or [http://www.astm.org/ ASTM C-33] with grain size of 0.02 to 0.04 inches
 :'''Top Soil''': Sandy loam, loamy sand, or loam texture per USDA textural triangle with less than 5% clay content
@@ Line 28: / Line 28: @@
 A well-blended, homogenous mixture of 50-70% construction sand and 30-50% organic leaf compost is necessary to provide a soil medium with a higher infiltration/filtration capacity.
-Sand: Provide clean construction sand, free of deleterious materials. AASHTO M-6 or ASTM C-33 with grain size of 0.02”-0.04”
+*Sand: Provide clean construction sand, free of deleterious materials. AASHTO M-6 or ASTM C-33 with grain size of 0.02”-0.04”
+*Organic Leaf Compost: Mn/DOT Grade 2
-Organic Leaf Compost: Mn/DOT Grade 2
+*Topsoil in the mix will help with some nutrient removal, especially nutrients, but extra care must be taken during construction to inspect the soils before installation and to avoid compaction.
-Topsoil in the mix will help with some nutrient removal, especially nutrients, but extra care must
-be taken during construction to inspect the soils before installation and to avoid compaction.
 ==='''Soil Medium / Filter Media Depth'''===
-Field experiments show that pollutant removal is accomplished within the top 30” of soil depth with minimal additional removal beyond that depth (Prince George’s County, 2002). Therefore, the recommended depth of the prepared soil is 30 inches. However, if large trees are preferred in the design, a soil depth of 48”-52” should be utilized. The soil depth generally depends upon the root depth of the prescribed vegetation and content of underlying soils.
+Field experiments show that pollutant removal is accomplished within the top 30” of soil depth with minimal additional removal beyond that depth (Prince George’s County, 2002). Therefore, the recommended depth of the prepared soil is 30 inches. However, if large trees are preferred in the design, a soil depth of 48 to 52 inches should be utilized. The soil depth generally depends upon the root depth of the prescribed vegetation and content of underlying soils.
-Gravel Filter Specifications - Under-drain gravel blanket shall be double washed stone, 1-1/2” in size. Pea Gravel shall be washed, river-run, round diameter, ¼ - ½ in size.
-'''Recommended Maintenance Activities For Bioretention Areas '''(Source:
-adapted from EPA, 1999)
-* '''As needed'''
-** Prune and weed to maintain appearance.
-** Mulch replacement when erosion is evident.
-** Remove trash and debris.
-** Mow filter strip.
-* '''Semi-annually'''
-** Inspect inflow points for clogging (off-line systems). Remove any sediment.
-** Inspect filter strip/grass channel for erosion or gullying. Re-seed or sod as necessary.
-** Trees and shrubs should be inspected to evaluate their health and remove any dead or severely diseased vegetation.
-* '''Annually'''
-** Inspect and remove any sediment and debris build-up in pre-treatment areas.
-** Inspect inflow points and bioretention surface for build up of road sand associated with spring melt period. Remove as necessary and replant areas that have been impacted by sand/salt build up.
-* '''2 to 3 years'''
-** Replace mulch over the entire area.
-** Replace pea gravel diaphragm or filter fabric if warranted.
-** The planting soils should be tested for pH to establish acidic levels. If the pH is below 5.2, limestone should be applied. If the pH is above 7.0 to 8.0, then iron sulfate plus sulfur can be added to reduce the pH.
-{{alert|A maintenance plan clarifying maintenance responsibility is REQUIRED. Effective long-term operation of bioretention practices necessitates a dedicated and routine maintenance schedule with clear guidelines and schedules. Proper maintenance will not only increase the expected lifespan of the facility|alert-danger}}
+Gravel Filter Specifications - Underdrain gravel blanket shall be double washed stone, 1 to 1½ inches in size. Pea Gravel shall be washed, river-run, round diameter, ¼ - ½ inch in size.
-Mulch Content and Depth - Fresh shredded bark mulch (Mn/DOT Type 6) should be used when possible to maximize nitrogen retention. If aged mulch is used, use the shredded type instead of the “chip” variety to minimize floating action. The mulch layer should not exceed 3” in depth. Too much mulch can restrict oxygen flow to roots. In addition, mulch should not be mounded around the base of plants since this encourages damage from pests and diseases.
 =='''Construction Specifications'''==

Difference between revisions of "Construction specifications for bioretention" Construction specifications for bioretention