ARMY UFGS-31 32 11-2008 SOIL SURFACE EROSION CONTROL《土壤表面侵蚀控制》.pdf

1、USACE / NAVFAC / AFCESA / NASA UFGS-31 32 11 (August 2008)-Preparing Activity: USACE SupersedingUFGS-31 32 11 (October 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2008*SECTION TABLE OF CONTENTSDIVISION 31 - EARTHWORKSECTION 31 32 11SOIL SURFACE EROSI

2、ON CONTROL08/08PART 1 GENERAL1.1 MEASUREMENT AND PAYMENT1.1.1 Standard and Geosynthetic Binder1.1.2 Mulch and Compost1.1.3 Hydraulic Mulch1.1.4 Geotextile Fabric1.1.5 Erosion Control Blankets1.1.6 Synthetic Grid/Sheet Systems1.1.7 Cellular Concrete Block Systems1.2 REFERENCES1.3 SYSTEM DESCRIPTION1.

3、4 SUBMITTALS1.5 QUALITY ASSURANCE1.5.1 Installers Qualification1.5.2 Erosion Potential1.5.3 Substitutions1.5.4 SUSTAINABLE DESIGN REQUIREMENTS1.5.4.1 Local/Regional Materials1.5.4.2 Biobased Materials1.6 DELIVERY, STORAGE, AND HANDLING1.7 SCHEDULING1.8 WARRANTYPART 2 PRODUCTS2.1 RECYCLED PLASTIC2.2

4、BINDERS2.2.1 Synthetic Soil Binders2.2.2 Geosynthetic Binders2.3 MULCH2.3.1 Straw2.3.2 Hay2.3.3 Wood Cellulose Fiber2.3.4 Paper Fiber2.3.5 Shredded BarkSECTION 31 32 11 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.3.6 Wood By-Products2.3.7

5、 Coir2.3.8 Asphalt Adhesive2.3.9 Mulch Control Netting and Filter Fabric2.3.10 Hydraulic Mulch2.3.11 Tackifier2.3.12 Dye2.4 GEOTEXTILE FABRICS2.5 EROSION CONTROL BLANKETS2.5.1 Erosion Control Blankets Type I2.5.2 Erosion Control Blankets Type II2.5.3 Erosion Control Blankets Type III2.5.4 Erosion Co

6、ntrol Blankets Type IV2.5.5 Erosion Control Blankets Type V2.5.6 Erosion Control Blankets Type VI2.5.7 Erosion Control Blankets Type VII2.5.8 Erosion Control Blankets Type VIII2.5.9 Erosion Control Blankets Type IX (Turf Reinforcement Mat)2.5.10 Erosion Control Blankets Type X (Turf Reinforcement Ma

7、t)2.5.11 Erosion Control Blankets Type XI (Re-vegetation Mat)2.5.12 Erosion Control Blankets Type XII (Compost Mat)2.5.13 Seed2.5.13.1 Seed Classification2.5.13.2 Permanent Seed Species and Mixtures2.5.13.3 Quality2.5.14 Staking2.5.15 Staples2.6 SYNTHETIC GRID AND SHEET SYSTEMS2.6.1 Synthetic Grid S

8、ystems2.6.2 Synthetic Sheet System2.7 SEDIMENT FENCING2.8 COMPOST FILTER BERMS2.9 AGGREGATE2.10 ARTICULATING CELLULAR CONCRETE BLOCK SYSTEMS2.11 WATERPART 3 EXECUTION3.1 WEATHER CONDITIONS3.1.1 Finished Grade3.1.2 Placement of Erosion Control Blankets3.1.3 Synthetic Grid3.1.4 Concrete Cellular Block

9、3.2 SITE PREPARATION3.2.1 Soil Test3.2.2 Layout3.2.3 Protecting Existing Vegetation3.2.4 Obstructions Below Ground3.3 INSTALLATION3.3.1 Construction Entrance3.3.2 Compost Filter Berms3.3.3 Synthetic Binders3.3.4 Seeding3.3.5 Mulch Installation3.3.6 Mulch Control Netting3.3.7 Mechanical Anchor3.3.8 A

10、sphalt Adhesive Tackifier3.3.9 Non-Asphaltic Tackifier3.3.10 Asphalt Adhesive Coated MulchSECTION 31 32 11 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.3.11 Wood Cellulose Fiber, Paper Fiber, and Recycled Paper3.3.12 Hydraulic Mulch Applic

11、ation3.3.12.1 Unseeded Area3.3.12.2 Seeded Area3.3.13 Erosion Control Blankets3.3.14 Synthetic Sheet System3.3.14.1 Sheet System Revegetation3.3.14.2 Sheet System Grids3.3.14.3 Sheet System Seeding3.3.14.4 Grid System Grids3.3.15 Grids3.3.15.1 Grid System Revegetation3.3.15.2 Synthetic Grids3.3.15.3

12、 Grid System Seeding3.3.16 Articulating Cellular Concrete Block System Installation3.3.16.1 Concrete Grout3.3.16.2 Toe Protection3.3.16.3 Backfilling Cellular Block System3.3.16.4 Block System Revegetation3.3.16.5 Seeding, Fertilizing, Mulching3.3.17 Sediment Fencing3.4 CLEAN-UP3.5 WATERING SEED3.6

13、MAINTENANCE RECORD3.6.1 Maintenance3.6.2 Maintenance Instructions3.6.3 Patching and Replacement3.7 SATISFACTORY STAND OF GRASS PLANTS- End of Section Table of Contents -SECTION 31 32 11 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / N

14、AVFAC / AFCESA / NASA UFGS-31 32 11 (August 2008)-Preparing Activity: USACE SupersedingUFGS-31 32 11 (October 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2008*SECTION 31 32 11SOIL SURFACE EROSION CONTROL08/08*NOTE: This guide specification covers the

15、requirements for soil surface erosion control. This specification does not include sediment and pollution control measures.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate info

16、rmation.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification. A listing of technical proponents, including th

17、eir organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).This guide specification includes tailoring options for NAVY. Selection or deselection of a tailoring option will include or exclude that option

18、in the section, but editing the resulting section to fit the project is still required.*PART 1 GENERAL1.1 MEASUREMENT AND PAYMENT1.1.1 Standard and Geosynthetic BinderMeasure the standard and geosynthetic binder by the square meter yard of surface area covered. No measurement for payment will be mad

19、e for fine grading, trenching or other miscellaneous materials necessary for placement SECTION 31 32 11 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-of the binder.1.1.2 Mulch and CompostMeasure mulch and compost by the square meter yard of s

20、urface area covered. No measurement for payment will be made for binder, dye or other miscellaneous materials or equipment necessary for placement of the mulch or compost.1.1.3 Hydraulic MulchMeasure hydraulic mulch by the square meter yard of surface area covered. Measurement for payment will inclu

21、de binder, dye or both. No measurement for payment will be made for other miscellaneous materials or equipment necessary for placement of the hydraulic mulch.1.1.4 Geotextile FabricMeasure geotextile fabrics by the square meter yard of surface area covered. No measurement for payment will be made fo

22、r fine grading, trenching or other miscellaneous materials necessary for placement of the fabric.1.1.5 Erosion Control BlanketsMeasure erosion control blankets by the square meter yard of surface area covered. No measurement for payment will be made for fine grading, trenching or other miscellaneous

23、 materials necessary for placement of the erosion control blankets.1.1.6 Synthetic Grid/Sheet SystemsMeasure synthetic grid/sheet system by the square meter yard of surface area covered. No measurement for payment will be made for fine grading, trenching, geotextile, seams, grout, rock, topsoil or o

24、ther miscellaneous materials necessary for placement of the articulating cellular concrete block system.1.1.7 Cellular Concrete Block SystemsMeasure articulating cellular concrete block system by the square meter yardof surface area covered. No measurement for payment will be made for fine grading,

25、trenching, geotextile, seams, grout, rock, topsoil or other miscellaneous materials necessary for placement of the articulating cellular concrete block system.1.2 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are refer

26、red to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the SECTION 31 32 11 Page 5Provided by IHSNot

27、for ResaleNo reproduction or networking permitted without license from IHS-,-,-reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.References not used in the text will automatically be deleted from this section of the project specifica

28、tion when you choose to reconcile references in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.ASTM INTERNATIONAL (ASTM)ASTM C 140 (2007a) Standard Tes

29、t Methods for Sampling and Testing Concrete Masonry Units and Related UnitsASTM C 39/C 39M (2005e1) Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensASTM C 42/C 42M (2004) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of ConcreteASTM D 124

30、8 (2005) Standard Specification for Polyethylene Plastics Extrusion Materials for Wire and CableASTM D 1560 (2005e1) Resistance to Deformation and Cohesion of Bituminous Mixtures by Means of Hveem ApparatusASTM D 1777 (1996; R 2007) Thickness of Textile MaterialsASTM D 2028 (1997; R 2004) Cutback As

31、phalt (Rapid-Curing Type)ASTM D 2844 (2007) Resistance R-Value and Expansion Pressure of Compacted SoilsASTM D 3776 (2007) Mass Per Unit Area (Weight) of FabricASTM D 3787 (2007) Bursting Strength of Textiles - Constant-Rate-of-Traverse (CRT), Ball Burst TestASTM D 3884 (2007) Abrasion Resistance of

32、 Textile Fabrics (Rotary Platform, Double-Head Method)ASTM D 4355 (2007) Deterioration of Geotextiles from Exposure to Light, Moisture and Heat in a Xenon-Arc Type ApparatusSECTION 31 32 11 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM D

33、 4491 (1999a; R 2004e1) Water Permeability of Geotextiles by PermittivityASTM D 4533 (2004) Trapezoid Tearing Strength of GeotextilesASTM D 4595 (2005) Tensile Properties of Geotextiles by the Wide-Width Strip MethodASTM D 4632 (1991; R 2003) Grab Breaking Load and Elongation of GeotextilesASTM D 47

34、51 (2004) Determining Apparent Opening Size of a GeotextileASTM D 4833 (2007) Index Puncture Resistance of Geotextiles, Geomembranes, and Related ProductsASTM D 4972 (2001; R 2007) pH of SoilsASTM D 5034 (1995; R 2001) Breaking Strength and Elongation of Textile Fabrics (Grab Test)ASTM D 5035 (2006)

35、 Breaking Force and Elongation of Textile Fabrics (Strip Method)ASTM D 5268 (2007) Topsoil Used for Landscaping PurposesASTM D 5852 (2000; R 2007) Standard Test Method for Erodibility Determination of Soil in the Field or in the Laboratory by the Jet Index MethodASTM D 648 (2007) Deflection Temperat

36、ure of Plastics Under Flexural Load in the Edgewise PositionASTM D 6629 (2001; R 2007) Selection of Methods for Estimating Soil Loss by ErosionASTM D 698 (2007e1) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/cu. ft. (600 kN-m/cu. m.)ASTM D 977 (2005) Emulsified

37、AsphaltU.S. DEPARTMENT OF AGRICULTURE (USDA)AMS Seed Act (1940; R 1988; R 1998) Federal Seed ActU.S. GREEN BUILDING COUNCIL (USGBC)LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction SECTION 31 32 11 Page 7Provided by IHSNot for Res

38、aleNo reproduction or networking permitted without license from IHS-,-,-(LEED-NC)1.3 SYSTEM DESCRIPTION*NOTE: Areas under construction required to provide temporary or permanent soil surface erosion control methods must be delineated on the drawings; the drawings must also depict details of the manu

39、facturers recommended installation methods. Erosion and sedimentation control contributes to the following LEED credit: SS Prerequisite 1.*The work consists of furnishing and installing temporary and permanent soil surface erosion control materials to prevent the pollution of air, water, and land, i

40、ncluding fine grading, blanketing, stapling, mulching, vegetative measures, structural measures, and miscellaneous related work, within project limits and in areas outside the project limits where the soil surface is disturbed from work under this contract at the designated locations. This work incl

41、udes all necessary materials, labor, supervision and equipment for installation of a complete system. Coordinate this section with the requirements of Section 31 00 00 EARTHWORK and Section 32 92 19 SEEDING, and Section 32 92 23 SODDING. Complete backfilling the openings in synthetic grid systems an

42、d articulating cellular concrete block systems a maximum 7 days after placement to protect the material from ultraviolet radiation.1.4 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals re

43、quired for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not c

44、omplex and can be reviewed through the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be u

45、sed following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy, Air Force, and NASA projects.SECTION 31 32 11 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,