Laserfiche WebLink
b � a <br />b H N <br />K � n <br />o � o <br />b M �V <br />y M <br />� H � <br />m <br />°z n o <br />� :° °n <br />b H � <br />t�� Z <br />H H <br />O N N <br />RoH <br />�ro� <br />H O y <br />'��. <br />I �� � <br />�..,,��I <br />!11 <br />.. .��J iV.! . <br />P�!611c Utility D1strlct No. 1 <br />of Snohomfsh County <br />Everett, Washington 98201 <br />7.0 <br />, '._i „ ���� __ - - lil���: t__,I'I'1'��7 I�I!�d� <br />JIL COfiTAIHMENT SYSTEH (Conttnued) <br />TEST <br />Tear Resistanco <br />Puncture Resistan�e <br />Reslstance to Soil <br />Burial <br />Technlcal Speciflcatton No. 1310 <br />FebrUary 7, 1990 <br />Page 36 of 164 <br />TEST DESIGNATION <br />ASTM D 100�-81 <br />oi9 c <br />FTNS 1018 <br />Mathod 2065 <br />ASTH D 3083-76 <br />Carbon Bldck Content ASTH D 1603-76 <br />D, HDPE EXTRUDATE ROD OR BEAD <br />REOUIREMENT <br />min. 30 lb. <br />m1n. 52 lb. <br />tOX max. change <br />2 to 3X <br />NDPE extrudate rod or bead shall be made Pran the same resln <br />as the geomembrane. Contaminatlon by forelgn matter w111 not <br />be allowed. <br />--- E.--- OIL STOP VAWE--� __--- ---- ---_______-- <br />011 Stop Valve shall be AFL/Clark Oil Stoy�G�lve as <br />'attured by AfL Industries, Inc. i <br />F. DRA <br />Drain rock,shall be 2-lnch washed <br />).3 CONSTRUCTION �% <br />A. SUBGRADE PREPARA I H / <br />Subgrade preparatl nd plar;ment of beddin9 soil for the <br />geomambrane sh be speclfted tn Sectlon S.0 of these <br />Speclffcatio . Prtor deployment of geomembrane, the <br />gao�nembran installer an CONTRACTOR shall lnspect the <br />subgrad and 6eddtng soll to scertaln 1ts suttabtlity for <br />Insta atlon In complfance th requlrements of tlts <br />sp ficatton. The CONTRACTOR sha submit to the DISTRICi a <br />rtlfltatton slgned by the t�sta r and the CONTRACTOR <br />Stating that the prepared surface 1s sat factory. <br />. METHOD OF INSTALLATfON <br />During Installatton of the geomembrane paneis, th following <br />requlrements shall be met: <br />G8406C <br />Mk�dt���� _ �— — <br />