PERMFILE121348

• Permit No: C1980005
• IBM Index Class Name: Permit File
• Doc Date: 9/27/2007
• Doc Name: Wolf Creek Pre-Law Area Remediation Plan
• Section_Exhibit Name: Tab 13 Attaachment 13-16
• Media Type: D
• Archive: No

BLANKET TYPE: CFG2000
Properties Table
Table I. Performance Properties:
Performance Pro eR CFG2000
aximum Velocit f s
Non-Ve elated 18'
e elated 30 min/50hr 18/18
Limitin Shear Stress s
Non-Ve elated 30 min/SOhr 4.5/4.0'
e elated 30 minl50hr 8.0/8.0
rosion Factor- Soil Loss in./hr. <= 0.18 in.'
c~ Critical Factor
G'~ Cdtlcal Factor
~ Critical Factor
' Maximum recorded soil loss for 50 hr. event (non-vegetated).
Table 2. Physical Properties:
Ph ical Pro eR MARV CFG2000
hickness Inches 0.32
nit Wei ht Ibs/s d. 0.95
Fiber Functional Lon evi Months 36+
ensile Sven th MD/XD f/s 1770/2070
V Stabilit °k 92
UV Reduced Stren th MD/XD 1328/1552
Elon ation Av . % Peak 17.1/18.1
'n" Value 0.026
Roll Area s / ds 60
in.Filament Diameter Measured 0.065
ull Stren th Life Ex ectanc Years 25+
Nettin To Fiber Ratio °/ B Wei ht 35
lexibilit ««
~ Critical Factor
~ Cdtlcal Factor
C= Cdtical Factor
4~ Critical Factor
C~ Critical Factor
"' See attached properly sheet for current ASTM values.
Manufactures must validated shear stress and velocity performance values with complete data that is accompanied
by full disclosure of all hydraulic elements. (Velocity and soil loss). It can be guaranteed and simple.
~ 2001 Utah State University Water Research Laboratory Testing.