Siad topographical survey from Schmidt5282026

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE ACT AS CROSS FEED CONNECTIONS. 3. THE GEOTEXTILE SHALL HAVE A MARV WEIGHT OF 8.0 OZ/YD2 PER ASTM D5261 TESTING COVER DEPTH RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO METHOD. 6.0" [152mm] MIN. HUDSON ENGINEERING, LLC; AND OWNER SHALL 18. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN 4. THE GEOTEXTILE SHALL HAVE A GRAB TENSILE STRENGTH OF 325 X 325 LBS (1,445 X 1,445 N)

INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, THE RIBS. PER ASTM D4632 TESTING METHOD. LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND 10.0" [250mm] MIN. FOR UNPAVED MODEL 180IHD 5. THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 15 X 15% PER ASTM (REDUCE TO 6.0" [150mm] FOR EXPENSES ARISING OUT OF OR RESULTING THEREFROM 19. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE

ESULTING THEREFROM 19. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE D4632 TESTING METHOD. NON-TRAFFIC APPLICATION) CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR 20.5" [521mm] 6. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,124 LBS (5,000 N) PER ASTM CLEAN-OUT. D6241 TESTING METHOD. BY CHK

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JC 20. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY 7. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 125 X 125 LBS (556 X 556 N) PER ASTM D4533 TESTING METHOD. CORRUGATION ON THE LARGE RIB END. RP ----

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