Laserfiche WebLink
I'WIDE 1"WIDE B- AC <br /> G OMPOSTIE , GSI M 017E B <br /> (TMP) <br /> 3'Wf.PERFOR?DRNN PI ,O• 2:1 2:1 1 ROAD BENCH 12" <br /> WITH GE WRAPPE _—EARTHEN BERM <br /> DRAIN GRAVEL(ICF/Lf <br /> SEE a SECTION 8—B <br /> A <br /> —_ -- -- ---- ,`� � - A ter, 0 <br /> BENCH ° <br /> IF <br /> DECK 30'TYP A A d <br /> CONTOUR (TMP) // o <br /> NOTE zzz 3E <br /> 2.1 2.i CONCRETE WITH 6"x6' <br /> 0 WWM MAY BE USED <br /> i AS�AFiALTERNATE MATERIAL SEE a <br /> I ¢ <br /> B J SEE o <br /> 1 <br /> 12' <br /> GEOCOMPOSITE SIDE SLOPE STRIP DRAINS1 GEOCOMPOSITE NON-SLOPE STRIP DRAIN 2 ELM <br /> NTS 7 NTS 7 <br /> EARTHEN <br /> BERM WITH <br /> AC TK)N <br /> EARTHEN 6' (SEE B-B BELOW) <br /> BERMg' r I. <br /> ro <br /> 0 <br /> •PER PUN 6'THICK AC•• D-FROM S'TO 12'MAX . <br /> I 6' b 8' 6" W SECTION A-A <br /> � PLAN b NTS <br /> VARIES 15' MIN ROAD BENCH VARIES <br /> j -y EARTH8. —11 P OWt1NN <br /> 1LAN <br /> f-- 2 PROC7PION 2 1 BERM�) D(VARIES) .^ <br /> I 1f 0 1 <br /> 1 <br /> •B'TF1K:1C Ac 1 "THICK AC•+ <br /> 8'THICK AC <br /> FINISHED SURFACE •PER PUN TOP OF DOWNDRAIN a <br /> lIQffS: 12'�� 8'THICK AC• OF FINAL COVER SECTION A SEE e-A T a, <br /> s N0TE. 1. 4'CONCRETE WITH 6"x6'x#10x 110 O <br /> i 1)4"CONCRETE WITH8"x8"x/10x,10 WWM <br /> WWM MAY BE USED AS AN ALTERNATE MATERIAL SECTIQN 0-B <br /> MAY BE USED AS AN ALTERNATE MATERIAL2 'D AND b'ARE PER PUN NTS ° NOTE 1 NOTE: 4•CONCRETE WITH 8x6'x�110xj110 N <br /> 2)CSP OVERSIZE DRAINS MAY BE U`nUZED .VALUES FOR'W', °. WWM MAY BE USED AS AN ALTERNATE MATERIAL <br /> AS AN ALTERNATIVE DOWNDRAIN MATERIAL <br /> I <br /> � ro <br /> j W 7 <br /> 0 <br /> D Q Z 9 <br /> i <br /> TRAPEZOIDAL CHANNEUDOWNDRAIN 3 SECTION 4 TOP DECK BERM DRAINAGE INLET 5 DOWNDRAIN BENCH/ROAD CROSSING 6 z ro c <br /> NTS 7 Nn 7 NTS 7 NIS 7 Q a t <br /> ¢� a <br /> J m <br /> J 1N- <br /> HDPE FLAT STOCK a <br /> i <br /> 1 3'WOE X e'LONG X 3/4 IN.TAM <br /> (HEAT BEND GRAM BREAK AT 70b <br /> 1 . <br /> TOP DECK BERM \ / <br /> LANDFILL FIN& Ti I \ <br /> SOLID/ 1 <br /> GRACES <br /> \ / <br /> eFEUE xi :i / n o <br /> g \ / e'HDPE <br /> \ SLOPE UNER LCRS PPE PROIEGfM COVERPUMP ACCESS Yg-e <br /> LEACKATt SUMP <br /> ME ZOTN BACIOl1 IAdA� .SH <br /> PPE AS WASTE IPS o p <br /> THREADED CAP 333 <br /> FILL ADVANCES 4 <br /> THREADED GPPIE <br /> r AW. <br /> ` HOPE PM1111111111111111 x1 � � �� N <br /> PIPE SOLID HOPE MRS PPE rV <br /> N L <br /> um <br /> RISELORS �/9 1 <br /> . \ • BO IAL MPE H <br /> ANCHOR TRENCHw Z <br /> 5 l.CRS MAR! WELD I x1 / \\ l.YSR/E7ERr SOLIDIr HOPE -> cc:�� <br /> LOW-PERMEABIUFY SOIL UNE COLLECTOR y1 LOW-PERMEABBITY SOB, p p w <br /> 2S' <br /> ` (1x10.AcM/SEC)OR GCL e / \ <br /> 2 (1x1a?CM/SEC)OR GCl z w <br /> 8 SIDE SLOPE tRIfR / \ J N <br /> . { SOLID HOS PPE Uppll Il lllitl 111111 Ililll Qa I_ <br /> • DRAINAGE DEPENDING RI 3 0 w <br /> ' FO • DRAINAGE LAYER MA7E18AL USED a <br /> SUCTION CUP LYSIMETER MAY BE U'TILIM sARP <br /> ' z <br /> AS AN ALTERNATIVE i APPROVED of THE LCiS o <br /> REGIONAL WATER QUALITY CONTROL BOARD <br /> w <br /> • I •BD IAT HOPE ECRS CRGVEL <br /> III LYSMETER LINER 6 lCR9 PPE <br /> E <br /> •"A.ARE REUTNE) <br /> t r DIMENSIONS WILL VAIN BASED ON SUMP TRIBWARY AREA <br /> LCRS RISER SYSTEWLYSIMETER DETAIL 7 LEACHATE COLLECTION SUMPLQRS FUSER CROSP, SEQTION 9 SneetZot14_ <br /> I _ NM NTS 7 NTS Rev <br />