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t 2 3 A s I 8 7 8 g to <br /> v <br /> m LEGEND: GENERAL NOTES: <br /> GENERAL SYMBOLS <br /> 1. FLLL-SCALE SYSTEM CONFIGURATION WILL BE MODIFIED AS <br /> APPROPRIATE BASED 71 PILOT STUDY. <br /> N --- <br /> - E - - EXISTING ELECTRIC SERVICE (BELOW GRADE) 2. ACTUAL LOCATION OF ALL EXISTING UTILITIES MUST BE CONFIRMED BY CONTRACTOR. <br /> --6' w---- EXISTING WATER PIPE AND SIZE (BELOW GRADE) 3. CONTRACTOR SHOULD FIELD ROUTE NEW PIPING. PROVIO INC AOEOINTE <br /> —6' SS—— EXISTING STORM SEWER PIPE AND SIZE (BELOW GRADE) PROTECTION AND SUPPORT FOR EXISTING UTILITIES AND STRUCTURES. <br /> E%(STING EMERGENCY ——B' F -- EXISTING FIRE MAIN AND SIZE (BELOW GRADE) 4. CONTRACT NO. 15 HIGH STRENGTH WASTE TREATMENT SYSTEM <br /> WOOO TREATMENT BUILDING SHOWER AND EYEWASH --- 3' Gm --- EXISTING GROUNDWATER FORCE MAIN AND SIZE (BELOW GRADE) WILL BE USED TO 7REAT FULL-SCALE FLUSHING SYSTEM EFFLUENT. <br /> 1 I --- 4' RT ---- EXISTING RECOVERY TRK INFLUENT AND SIZE ISELOW GRADE) S. NEW STRUCTURES, EQUIPMENT. AND PIPING ARE SOW BOLD. <br /> g �g 1 E 2- M NEW MATER SUPPLY LINE AND SIZE (ABOVE GARDE) <br /> PIPE CONDUIIIU I A \ ----2- w'--- NEM WATER SUPPLY UNE AND SIZE IBELON GRADE) <br /> BRIDGE 1 \ 2- ISN— NEN INJECTION SUPPLY MAIN AND SIZE (ABOVE GRADE) <br /> A 21 ISM--- NEW INJECTION SUPPLY MAIN AND SIZE [BELOW GRADE) <br /> 1 \\ \ 2' EFM— NEW EXTRACTION FORCE MAIN AND SIZE (ABOVE GRADEI <br /> 11 1 TAP EXISTING CITY WATER \� - 2' EFM--- NEM EXTRACT IDN FORCE MAIN AND SIZE (BELOW GRADE) <br /> 1 1 PIPING AT SHOWER AS \ <br /> A IZ APPROVED BY OWNER. �\ \ —X—X— EXISTING FENCE <br /> / \ <br /> 1 I/ ANGLED BOREHOLE ORIENTATION <br /> I I <br /> PIT TI <br /> EXISTING RETORT \ <br /> I I EXISTING LYSIMETER OR LYSIMETER NEST <br /> • NEW LYSIMETER NEST <br /> MANHOLES UNLESS NOTED OTHERWISE <br /> l� Sr EXISTING MONITORING WELL <br /> ABBREVIAT <br /> DIA HOSE, IONS: <br /> • S6 DU{'E CITY WATER -+ INDICATES OIRECTION OF FLOW BFY BUTTERFLY VALVE <br /> COLUMNA YPI I RETORT N0. 1 I BLS BELOW LAND SURFACE <br /> EXISTING INJEC'ION WELL RV BALL VALVE <br /> I I DIA DIAMETER <br /> NEW CONDUIT I I + NEM INJECTION WELL (VERTICAL BORING( OMG DRAWING <br /> BRIDGE I RETORT PIT 2' TEE WITH <br /> I I END CAP <br /> - � NEN INJECTION WELL (ANGLED BORING( EFM EFFLUENT FORCE MAIN <br /> I RETORT NO. 2 i EL ELEVATION <br /> 2' TEE I I &G-32 <br /> P PILOT INFLUENT , EW EXTRACTION WELL <br /> W/END CAP I I PLCS PILOT FLUSHING WATER HOLDING NEW MONITORING TUBE FM FLOW METER <br /> I iDIA HOSE TANK (SEE 10 INSIDE DIAMETER <br /> 2' ISM PVC SPECIFICATION EXISTING MONITORING TUBE <br /> SECTION 11C)nI <br /> l INV INVERT <br /> Ir I T NEW EXTRACTION WELL UPISM INFLUENT SUPPLY MAIN <br /> 4.I IW-2 {1µ IM-1 L-242.243 I IN INJECTION WELL <br /> I �" TL-244 Q I , <br /> E I04T� MT-5 MT-4 I EXISTING PIEZOMETER L LYSIMETER <br /> A I I - - _ I MIN MINIMUM <br /> ------------------- <br /> I E r-_ - I SECTION LETTER OR DETAIL NUMBERMW MONITORING WELL <br /> I MW-214 M7_ MN-206 <br /> E I m GI2 <br /> = MT MONITORING TUBE <br /> I I NO. NUMBER <br /> I <br /> I 1 I , I < DRAWING NUMBER ON WHICH SECTION OR DETAIL APPEARS- <br /> OUTSIDE DIAMETER C <br /> C I I I G-4 i OR WHERE SECTION IS CUT OR DETAIL IS NOTED. P PIEZOMETER <br /> I i , ( PVC POLYVINYLCHLORIDE <br /> }� NT-2 4 TEMPORARY PILOT SYSTEM COMPONENT REOD SCHEDULREQUIREE <br /> ASPHALT SCH SCHEDULE <br /> SURFACE G-3 I PILOT SYSTEM COMPONENT [LEFT IN SS STAINLESS STEEL <br /> PLACE AND USED IN FULL-SCALE SYSTEMI TVP TYPICAL <br /> I W NATER <br /> I FMO-3 FLOW METER <br /> �PHASE III FULL.-SCREE MT-3 I <br /> SYSTEM IS SHOWN ON I I�I MANUAI. BALL VALVE <br /> owr G-2. <br /> E MOTOR OPERATED BUTTERFLY VALVE <br /> I I <br /> I�I MANUAL BUTTERFLY VALVE <br /> LSH LEVEL SWITCH - HIGH ❑ <br /> SWITCH NUMBER <br /> LSL LEVEL SWITCH - LOW <br /> PLAN SWITCH NUMBER <br /> SAMPLE TAP W/SHUTOFF VALVE <br /> MATERIALS <br /> CONCRETE <br /> GROUT <br /> E <br /> E BENTONITE PELLET SEAL OR VOLCLAY GROUT <br /> SILICA SAND <br /> uQ GRANULAR FILL (CRUSHED ROCK OR GRAVEL) PRELIMINARY <br /> ASPHALT NOT TO BE USED F-R CONSTRUCTION <br /> DATE OF ISSUE <br /> COMPACTED BACKFILL <br /> N.o�.R.-O.O���oYYY PER GRAVEL <br /> 0 040 <br /> F <br /> F <br /> 10, 0 10• 20• MARLEY COOLING TOWER COMPANY <br /> =10 STOCKTON, CALIFORNIA G- 1 <br /> Lo <br /> SUBSURFACE SOIL FLUSHING SYSTEM <br /> O� <br /> DES1cNED CAN PROJECT N0. <br /> zN J <br /> DETAILED_ PVT- <br /> CONTRACT �aCK&VeaCCP1 PHASE I CONSTRUCTION <br /> CONTRACT NO . 13 ^ PILOT SYSTEM PLAN, GENERAL NOTES. <br /> �m J CHECKED. — Engineers—Architects1 1654 .652 LEGEND AND ABBREV I AT I OS <br /> O N 0,01 <br /> • SHEET <br /> L- a - - GENERAL CONSTRUCTION KenSeS CICU. MiSSOUr'I 1 DF 7 <br /> • APPROVED <br /> o DATE REVISIONS ANC RECORD DF Uj ISSUE N0. BY CK AP. DATE — — <br /> Cs J CCC. DWG. Not C0000667 <br /> u0a u LL <br /> l <br />