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CAN LID WITH 9"X9" <br />FLAT PLATE WELDED <br />ON TOP <br />WELD TWO 2"BUTT <br />HINGES <br />6" THICK CLASS II <br />AB 3' AROUND <br />ENCLOSURE OPENING <br />ROUTE STORMWATER <br />DITCH AROUND <br />MONITORING STATION <br />ENCLOSURE <br />NATIVE SOIL <br />OR EARTHFILL <br />70% SOIL -30% <br />BENTONITE MIX <br />BACKFILL <br />i—I s L—i <br />LOCKING HASP. J" PLASTE. WELD 1"X2" ON LID AND 1"X1" <br />ON CAN. DRILL JO HOLE <br />RETAINING WALL ALONG EARTHFILL. <br />USE 8"X18" WALL BLOCK OR AS <br />6.5' APPROVED BY OWNER <br />TYPICAL TOP OF SLOPE ANCHOR TRENCH <br />AND EARTHFILL BERM <br />PROTECTIVE UNSATURATED ZONE <br />MONITORING STATION ENCLOSURE <br />SECTION L <br />1" = 2' C01 C13 <br />LHI•Chr_ MMUIV3 Or—NU <br />I� - <br />I -I Ll I �- <br />,Illllill�;�, <br />SIDE SLOPE LINER 2 <br />SYSTEM DETAIL o2 c1 <br />B B B B`—B B B B B- <br />1 � <br />iliillll=� �� 11, 01�T_ r <br />Ilil�lllllill II II SII I-' <br />1.5' MIN `T"' 1' MIN. FOUNDATION 1.5' MIN <br />=i SOIL ON BASE, 6" ON <br />- SLOPE <br />:I I II I i <br />EARTHFILL <br />III=III i I'�— 1 2" 0 SCH. 80 Imo— 1 <br />PVC PIPE (2) �_iII___II1-!I1=1+I-II <br />BASE PIPE BEDDING SIDE SLOPE <br />LYSIMETER TRENCH <br />SECTION N <br />1" = 1' C01C13 <br />BASE LINER <br />- SYSTEM DETAIL oz c1 <br />•r .. .' ,. <br />I' <br />I I �0�on0 0 <br />0 CTOR� 0�0�oN,54 n Oo,5X� � n�� n0n,onn�n <br />"'���I�I���IIII�IL. IIIIII�lIIIIIII���lll���lll lll���lllliilll�II� 11-1 <br />1=1►1=III-1 I I-1 11-1 I I-1 11-"'-"'- <br />5 PIPE PERFORATION 2"0 SCH 80 PVC PIPE CASING LYSIMETER 4 <br />dc <br />, DETAIL PAN LYSIMETER DETAIL <br />4"0 PERFORATED SDR 11 SECTION M PAN LYSIMETER NOTES: <br />HDPE PIPE TYP. BOTTOM OF PAN LYSIMETER TO BE LEVEL. <br />1"=1' C13 C13 <br />0 03/06/17 ISSUED FOR CONSTRUCTION JM JVR BMY/JVR BMY 03/06/2017 <br />- DATE OF ISSUE: <br />DESIGNED BY: JVR�� yy� <br />Z � DRAWN BY: JM <br />No. C 38976 z ,6 Exp.03-3L-17 <br />Q CHECKED BY: BMY/JVR J',q CIV 1 <br />-J REV. NO. DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY APPROVED BY: BMY lF �F CA��F�� <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 facilitv named in the title block. Geo-Looic Associates. Inc. shall not be liable for the use of this drawina on anv other facilitv or for anv other purpose. <br />Geo -Lo i <br />�s <br />ASS0CIATES <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 1 530.272.2448 <br />LARGE RADIUS BEND(') <br />-20' n I IIII I <br />I <br />.-� 5'(1) <br />LARGE RADIUS BEND(') <br />TRENCH HINGE LINE N <br />C13 C1 <br />2"0 SCH 80 PVC PIPE <br />CASING TO BE RUN ON <br />TOP OF GEOMEMBRANE IN <br />SAND LAYER. <br />�i <br />2" 0 SCH 80 <br />PVC PIPE CASING <br />4" 0 PERFORATED <br />SDR 11 HDPE PIPE <br />GYPSUM SOIL <br />MOISTURE BLOCKS <br />/ LYSIMETER <br />DETAIL 4 <br />NTS C13 C13 <br />DI AM <br />12' <br />3' <br />3' <br />PAN LYSIMETER <br />LINER LIMIT <br />PAN LYSIMETER <br />BOUNDARY - 60 -MIL <br />HDPE GEOMEMBRANE <br />TEXTURED BOTH SIDES <br />PAN LYSIMETER <br />DETAIL 3 <br />NTS C01 C13 <br />AREA 513 CONSTRUCTION <br />NORTH COUNTY SANITARY LANDFILL <br />COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS <br />NOTES: <br />1. SWEEP PVC PIPE A MIN OF 5' <br />AWAY FROM THE CENTERLINE <br />OF THE LCRS TRENCH <br />SECTION <br />" INSIDE <br />(TYP.) <br />M <br />3C1 <br />DETAILS <br />JTSIDE <br />YP. ) <br />DRAWING NO. <br />C13 <br />PROJECT NO. <br />2016.A118 <br />ISSUED FOR CONSTRUCTION <br />PIPE PERFORATION <br />f NOMINAL <br />PIPE 0. <br />� <br />DETAIL 5 <br />NTS C11 C13 <br />0 <br />0 <br />0 <br />PIPE PERFORATION NOTES: <br />1. TOLERANCES FOR SLOT LENGTH <br />176" <br />SHALL BE ++f J" MAX. <br />0.18" <br />2. DRILLED HOLES MAY BE <br />SUBSTITUTED FOR SLOTS. <br />0.5" MIN. <br />3. PROVIDE SIX ROWS OF SLOTS <br />INSIDE <br />AT 60' FOR 18" 0 PIPE. <br />AREA 513 CONSTRUCTION <br />NORTH COUNTY SANITARY LANDFILL <br />COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS <br />NOTES: <br />1. SWEEP PVC PIPE A MIN OF 5' <br />AWAY FROM THE CENTERLINE <br />OF THE LCRS TRENCH <br />SECTION <br />" INSIDE <br />(TYP.) <br />M <br />3C1 <br />DETAILS <br />JTSIDE <br />YP. ) <br />DRAWING NO. <br />C13 <br />PROJECT NO. <br />2016.A118 <br />ISSUED FOR CONSTRUCTION <br />