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we APROX. 4' <br />6" DiA. SDR 9 <br />NON—PERFORATED <br />HOPE LYSRIE" R <br />RISER POPE <br />12" DIA. SDR 9 <br />NON—PERFORATED <br />HOPE LCRS <br />MILD SECONDARY <br />RIM PIPE <br />5' MMI. <br />APROX. 5.5' <br />11H3M6 <br />24" DIA. SDR 9 <br />NON -PERFORATED <br />HDPE <br />LCRS PRIMARY RISER <br />PIPE <br />6" DIA. SDR 9 <br />V. R <br />I < <br />I <br />NON -PERFORATED HDPE <br />INSTRUMENTATION PIPE <br />CONCRETE-FILIJED <br />CAF' (TYP.) <br />UftkWELD <br />4X4 SCHEDULE 40 <br />BLOCK SUPPORTS <br />AS NEEDED <br />6" DIA. SDR 9 <br />NON -PERFORATED HDPE <br />INSTRUMENTATION PIPE <br />5' MIN. (TYP.) <br />1 <br />I <br />3 <br />2' (TYP.) CONCRETE <br />PRIMAR AND SECONDARY RISER <br />SUPPORT STRUCTURE AND BOLLARDS <br />SECTION N <br />N.T.S. C04 C14 <br />2" MIN. <br />TYP. <br />APROX. 4' <br />6" DIA. SDR 9 <br />NON -PERFORATED <br />HDPE INSPECTION <br />PIPE <br />2' OPERATIONS LAYER <br />RISER PENETRATION <br />6" <br />PREPARED <br />FOUNDATION <br />LAYER <br />LYSIMETER RISER PIPE <br />24" DIA. SDR 9 <br />NON -PERFORATED <br />HDPE LCRS <br />PRIMARY RISER <br />PIPE <br />4X4 SCHEDULE 40 <br />GALVANIZED STEEL <br />CROSSBAR <br />z U <br />GALVANIZED <br />U -BOLT (TYP.) <br />(LOOSE FIT) , <br />GREAT LAKES BLIND <br />FLANGE (TYP.) <br />SCH 40 <br />GALVANIZED <br />STEEL POST <br />(TYP-) <br />WELD ALL AROUND (TYP.) <br />4X4 SCHEDULE 40 GALVANIZED STEEL <br />SUPPORT (TYP.) <br />SCH 40 GALVANIZED <br />STEEL POST (TYP.) <br />2 DRAINAGE DITCH <br />0 <br />11H3M6 <br />NOUED FOR COMMUCTION <br />SAM <br />SAH <br />JVR <br />JVR <br />DATE OF ISSUE: 11/13/2018ESS/ <br />DESIGNED BY: SAH <br />V. R <br />I < <br />I <br />DRAWN BY: _SAH <br />CHECKED BY: JVR <br />APPROVED BY. JVR <br />6 12 <br />* EX P. <br />J. ClV1\� � <br />F OF C%� CEO <br />REV. NO. <br />DATE <br />DESCRIPTION <br />DRAWN BY <br />DESIGNED BY <br />CHECKED BY <br />APPROVED BY <br />This drawing has not been published but rather has been prepared by Geo—Logic Associates, Inc. for use by the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo—Logic Associates, Inc. shall not be liable for the use of this drawing on any other facility or for any other purpose. <br />*--sr 4,69, 16-.q6 <br />EXTRUSION WELD <br />BUTYL MASTIC BETWEEN <br />PIPE AND SLEEVE <br />GEOMEMBRANE <br />HDPE PIPE <br />STAINLESS <br />STEEL CLAMPS <br />EXTRUSION WELD <br />LINER TO PIPE <br />(ALL AROUND) <br />RISER PENETRATION <br />DETAIL 4 <br />N.T.S. C14 C14 <br />RISER PENETRATION <br />DETAIL <br />12" DIA. SDR 9 <br />NON -PERFORATED HDPE <br />LCOS SECONDARY RISER PIPE <br />2' OPERATIONS LAYER <br />8 -oz SEPARATOR GEOTEX71LE <br />GCL - <br />60 -mil DOUBLE -SIDED <br />TEXTURED HDPE <br />GEOMEMBRANE <br />GEOCOMPOSITE <br />/ <br />8 -oz SEPARATOR <br />GEOTEXTILE <br />�g 60 -mil DOUBLE -SIDED <br />TEXTURED HDPE <br />GEOMEMBRANE <br />GCL <br />6" PREPARED FOUNDATION <br />LAYER <br />LCRS SUMP <br />RISERS PENETRATIONS <br />SECTION O <br />N.T.S. C04C14 <br />Geo=Losi <br />c <br />ASS0CIATES <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 1530.272.2448 <br />8 <br />N <br />Q <br />W <br />Q W <br />o N2.5' <br />z <br />�l <br />ANCHOR TRENCH BACKFILL <br />SECONDARY RISER PIPE <br />SCH 40 GALVANIZED <br />STEEL POST (TYP.) <br />`-- CONCRETE <br />MODULE 2B I DETAILS <br />FOOTHILL SANITARY LANDFILL <br />DRAWING NO. <br />C14 <br />AU 17.1254 <br />