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4*C-900 PVC <br /> PIPE INTO SUMP <br /> METAL MILL <br /> BUILDING <br /> NEW 0 PIPE PENETRATION GASKET <br /> BUILD PLACED IN CORE TO <br /> ACCEPT PIPE: KOR-N-SEAL, <br /> A-LOK,OR EQUAL <br /> K�E41 —------ — PRE-CAST FIRST BARREL SECTION CAST <br /> PRE-CAST MANHOLE BASE AND <br /> �__ / \\ <br /> C <br /> PTIC <br /> MANHOLE TOP 2.0' MONOLITHIC ASTM-C478 <br /> SE—-Tx4K <br /> ---------- ------- <br /> NM CONQEhMRA1E--- <br /> J1 <br /> PERFORATE BOTTOM <br /> GCL LINER 2 FEET OF PIPE IN SUMP <br /> 2' TRANSITION FOR TE 12 WADE STRIP OF TEXDRAIN <br /> WD-DS6(OR APPROVED <br /> r— Z)-FR'O- <br /> AWROZ EQUAL EQUAL)PLACED INTO MANHOLE <br /> TOP OF GCL TO SUMP <br /> SLOTS <br /> (TYP OF 4) <br /> EMERGENCY SPI A <br /> PLAN VIEW <br /> SCALE: -'-2' <br /> k' JOINT SEALANT BETWEEN TOP <br /> AND BARREL RUBBERNECK OR <br /> 45 MIL POLYPROPYLENE LINER <br /> APPROVED EQUAL <br /> TEXDRAIN 300-056(OR <br /> APPROVED EQUAL) -1"MATERIAL LAYER TO <br /> j! PI INV=9688.3 GCL LAYER-TEXDRAIN WO-DS6(OR COMPACTED IN 6'LIFTS <br /> COLLECTION SUMP <br /> TOP ELEV 9693,0 APPROVED EQUAL) PER PROJECT SPECIFICATI <br /> 2 12'TOTAL DEPTH <br /> GCL LAYER <br /> I <br /> -I'MATERIAL LAYER TO <br /> COMPACTED IN 6'U 12.5-PER PROJECT SPECIFICATIONS 12 <br /> 12*TOTAL DEPTH PLACE 4"-WIDE GRANULAR <br /> BENTONITE LAYER <br /> VERTICALLY BETWEEN GCL <br /> 2'TRANSITION FOR 2.0' 4" AND STRUCTURE EXTEND 4.0' <br /> TEXDRAIN 3OO-DS6(OR 12"BELOW BOTTOM <br /> CCI.TERMINUS <br /> GCL FR(5M TOVatiiFACE 22V <br /> OF TSF TO SUMP ------- 4.0'ON 6'PIPE PENETRATION <br /> ANGLED DOWN AT 117' <br /> FILL SUMP WITH FROM VERTICAL <br /> r TO 3'CLEAN.ROUND 1 ELEV-9688.3 <br /> RIVER ROCK 6. <br /> 1.0. COMPACTED 3/4-SCREW ROCK <br /> CREST ELEV. 9725 1.0 5'-10' ------- — 1.0, <br /> SECTION B—B <br /> 9720- SCALE, 1'-2' 12.5"WIDE X I'DEEP CHANNEL <br /> EXTEND T1EXDR IN 300-DS6 CAST INTO TOP OF BARREL SECTION <br /> (OR APPROVED EQUAL) FOR TEXDRAIN 3OO-DS6(OR <br /> 12'DOWN INSIDE WALL OF APPROVED ECAJAL), (TYP-4 PLACES) <br /> 2 SUMP(TYP FOR 4) <br /> 2 PRECAST FLAT TOP <br /> I WITH NO LIP <br /> 12,5 PLACE 4­1MDE GRANULAR <br /> SCALE BE BENTONITE LAYER VERTICALLY <br /> TIRIEEN GCL AND STRUCTURE <br /> 30' 0 30' 60' 4"C-900 PVC EXTEND 1 2'BELOW BOTTOM <br /> PIPE INTO SUMP 11r, OF CDC TERMINUS <br /> UNDISTURBED AREA 4' <br /> ' DIVERSION CHANNEL 4,0* -PRECAST REINFORCED CONCRETE <br /> PIPE <br /> CONTOUR INTERVAL I PENETRATION GASKET MANHOLE BARREL PER ASTM-C47& <br /> PLACED IN CORE TO 2.3' <br /> ACCEPT PIPE: KOR-N-SEAL, PERFORATE BOTTOM <br /> GCL LONER(BENTONAT DN,OR APPROVED 45 MIL POLYPROPYLENE LINER TO BE TEXDRAIN 300-DS6(OR APPROVED A-LOK, <br /> OR EQUAL. 5" 2 FEET OF PIPE IN SUMP <br /> EQUAL)TO BE INSTALLED BY OWNER INSTALLED BY OWNER APPROVED EQUAL)LINER TO BE INSTALLED By ELEV-9688.3 APPROVED LINER INSTALLATION SPECIA.UST LINER INSTALLA SPECIALIST AND OWNER APPROVED LINER INSTALLATION <br /> AND OAT SAME TIME AS 45 MIL AT SAME TIME 7A'SO'4TEXDRAJ 300-D56 SPECIALIST AND AT SAME TIME AS 45 MIL NOTES PRE-CAST MANHOLE BASE AND <br /> FIRST BARREL SECTION CAST <br /> POLYPROPYLENE <br /> AND TEXDRAIN 300-DM (OR APPROVED EQUAL)ANDN GCL POLYPROPYLENE AND GCL LINERS a. MONOLITHIC ASTM-C478 <br /> 71 (OR APPROVED EQUAL)LINERS LINERS <br /> -------------------- 1. JOINT BETWEEN SUMP BARREL, TOP AND AROUND PIPE INTO SUMP SHALL COMPACTED <br /> ---------------------------------- BE WATERTIGHT. SCRE <br /> E EENTEDROCK <br /> 2. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 5,-I0' 1.0. <br /> SPECIFICATIONS. <br /> 3. ALL EXPOSED BARE CONCRETE SURFACES ON INSIDE AND OUTSIDE OF SECTION A—A <br /> SUMP TO TO COATED WITH 2 APPLICATIONS OF SPRAY ON POLYUREA SCALE: 1*- <br /> WI 2' <br /> SUB BASE COMPACTED TO 95% FINISHED SURFACE SHALL BE COATING. DETECTION LAYER COLLECTION SUMP <br /> STANDARD PROCTOR 2% FIRM AND UNYIELDING,WITHOUT <br /> ABRUPT ELEVATION CHANGES, <br /> OPTIMUM MOISTURE ISE CROSS SECTION VOIDS.CRACKS.ICE OR <br /> NIS STANDING WATER. This document was prepared by me or under my direct supervision and the information Issued by: Protect THE UNION MILLING COMPANY <br /> NOTES presented is true and correct to the best of my knowledge and belief <br /> I SJBGRADE SURFACES CONSISTING OF GRANULAR SOILS OF TAILINGS STORAGE FACILITY DESIGN <br /> GRAVEL ARE NOT ACCEPTABLE DUE TO THEIR LARGE VOID OD RETitle: <br /> FRACTION AND PUNCTURE POTENTIAL <br /> SUBGRADE SURFACE SHALL BE SMOOTH AND FREE OF TAILINGS STORAGE FACILITY <br /> VEGETATION.SHARP-EDGED ROCKS,STONES.STICKS, Kenneth W.Curfman C' <br /> OTHER FOREIGN MATTER THAT COULD ;iceC <br /> CONSTRUCTION DEBRIS AND CONTACT THE . THE SUBGRADE TO BE ROLLED V41TH A Colorado PE,PILS 25620 2 620 LEAK DETECTION <br /> SMOOTH_ GCL DRUM COMPACTOR TO REMOVE ANY WHEEL RUTS,FOOT <br /> PRINTS,OR OTHER ABRUPT GRADE CHANGES, Exhibit: <br /> 3 ALL PROTRUSIONS EXTENDING MORE THAN 1/2-FROM SUBrRADE .......... a-11111—. LAKE COUNTY, CC I <br /> S AHSMOOTH-ALL BE RDRUM COMPACTOEMOVED.CRUSHER D,OR PUSHED INTO SUBGRADE WITH THE LIMM .LING CONPANY Dote; Project no.'. 4-8 <br /> , MI <br /> 5/28/2012 <br />