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0 1 11n8Ne <br />REV. NO. I DATE <br />3:16" <br />DIA. SDR 9 HDPE <br />I II <br />PERFORATED LCRS <br />I C I1 O <br />COLLECTION PIPE <br />3.1 <br />I I I I I N <br />I <br />� IDI IoI I i <br />N� <br />v <br />„ T■T <br />I I I <br />24 DIA. SDR 9 <br />PERFORATED HDPE <br />--- LCRS PRIMARY RISER ** <br />PIPE WITH END CAP — <br />INV: 195_3 <br />I I I I <br />24" DIA. SDR 9 <br />I I I <br />R 9 NON -PERFORATED <br />PE HDPE LCRS <br />I <br />PE PRIMARY RISER <br />I I I <br />RE PIPE <br />6" DIA. SDR 9 <br />FT06" <br />CAP END OF PIPE NON -PERFORATED <br />R4, HDPE INSPECTION <br />10' PIPE WITH SS WIRE <br />6" DIA. SDR 9 PERFORATED <br />HDPE INSTRUMENTAL PIPE <br />i <br />WITH END CAP K <br />GRAPHIC SCALE <br />C <br />I I <br />10' 0' 5' 10' 20' 4( <br />I � <br />I <br />I _ <br />II I I <br />I <br />S <br />I , <br />� <br />�� <br />I LEGEND <br />I <br />I <br />j <br />I I <br />I I I I PROPOSED MAJOR COW'OURH) <br />I I <br />CAP END OF PIPE 6" DIA. SDR 9 <br />I PROPOSM 11111111NOR CONTOUR") <br />— — _ — — NON -PERFORATED <br />I I III <br />I PROPOSM LRM yrs <br />— <br />— HDPE INSTRUMENTAL <br />PIPE <br />LIMIT OF <br />I I I I PROPOSM HMI0E LP*31ROAD EDGESM <br />3:1 <br />LANDFILL <br />AREA <br />I I I , , , , „ PERFORATED LGPIMS PI <br />--- <br />WN -PERFORATED LCRS PIPE <br />PERIVI IRATED PAN LYSIMETER PIPE <br />I <br />I NON -PERFORATED PAN LYSPAETER PIPE <br />I <br />6' DIA. SDR 9 <br />3 .1 <br />26' <br />I F� ACCESS I <br />I I I <br />PERFORATED HDPE <br />ROAD <br />I <br />LCRS COLLECTIONI <br />PIPE <br />TOP OF <br />I <br />DRAINAGE DITCH <br />= I I I I I <br />I I <br />r OLK SDR 9 PERFORATED <br />HOPE INSTRUMENTAL PIPE <br />WITH END CAP <br />3:1 <br />I <br />24" DIA. SDR 9 <br />PERFORATED HDPE <br />LCRS SECONDARY <br />RISER PIPE WITH END <br />CAP <br />INV: 191.8 — — -- <br />DESCRIPTION <br />BOTTOM OF <br />PRIMARY SUMP <br />I <br />2.7:1 BOTTOM OF <br />SECONDARY <br />SUMP <br />ECCENTRIC <br />REDUCER <br />r <br />6" DIA. SDR 9 <br />NON -PERFORATED <br />HDPE INSTRUMENTAL <br />PIPE <br />12" DIA. SDR 9 <br />NON -PERFORATED HDPE <br />LCRS SECONDARY PIPE <br />PRIMARY SUMP <br />t <br />BOTTOM OF <br />SECONDARY <br />— <br />SUMP <br />22.8' <br />BOTTOM OF PAN <br />2.8.1 LYSIMETER <br />20' <br />INV 190.9 — 6" DIA. SDR 9 <br />PERFORATED HDPE <br />LYSIMETER PIPE <br />NTH END CAP <br />SECONDARY SUMP <br />LCRS SUMP <br />ELARGEMENTAF <br />1" = 10' C01 C04 <br />SAH SAH JVR JVR ESS/ <br />DATE OF ISSUE: 11/13/2018 <br />v RUL <br />DESIGNED BY:_ SAH Geo Lois ~ S <br />ASSOCIATES <br />DRAWN BY: <br />SAH <br />CHECKED BY: JVR <br />DRAWN BY DESIGNED BY CHECKED BY APPROVED BY APPROVED BY: JVR' <br />- 1 * 143E Spring Hill Dr, Grass Valley, California 95945 <br />7Ex. <br />geo-logic.tom 1530.272.2448 <br />C(Y1. <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 />;W, �- R1 a, - I to 'r 'n <br />PAN LYSIMETER <br />BID <br />MODULE 2B <br />FOOTHILL SANITARY LANDFILL <br />U <br />qv <br />8" M. SDR 9 <br />NON-PIERFORATED <br />HOPE LYSNMETER <br />PIPE <br />NOTES' <br />1. EXJSTMG TOP'OWAPHY BASED OWN AERIAL SURVEY PERFORMED BY <br />ANDREW GEOMATICS ON JUNE 26,20`18. <br />2. CONTRACTOR SHALL FLAG AND PROTECT ALL EXISTING MONITORING <br />EQUI1114MENT. <br />3. CONTRACTOR SHALL PROTECT All UTUTY POLES. ANY DAMAGE TO <br />POLES OR LINES TO BE REPANIIED AT THE CONTRACTOR'S EXPENSE. <br />4. CONTOURS SHOVNy REPRESENT PRIMARY GEOMEMSRANE LINER GRADE. <br />5. DKUTAL AUT>OCAD FII:" VOLL W AVAKADLE TO CONTRACTOR PRIOR TO <br />CONSTRUCTION UPON RECIUEST. <br />ENLARGEMENTS <br />C04 <br />AU17.1254 <br />ISSUED FOR CONSTRUCTION <br />