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1 2 3 a 5 1 6 7 / Q 9 10 <br /> 2 p <br /> G-3 G-3 SEALANT (PERIMETER; I" DIA WELL PUMP DISCHARGE G <br /> O 2 <br /> �`` NEIL CAP <br /> TCP OF ASPHALT EXTRACTION WELL PAO.SEE <br /> SECTION B THIS ONG <br /> WELL CAP PVC <br /> N -PVC WELL CRP WELL CRP -- I Q I I - _- <br /> FOR CONTINUATION SEE CEMENT-3ENTONtTE GROUT r PVC CAP <br /> -- 4' X 4' X 2' SECTION A THIS DWG I <br /> REO TEE <br /> I I / <br /> - LJ BENTONITE PELLET SEAL <br /> a <br /> = o of 1 1/2' DIA SCH 40 <br /> i <br /> CEMENT-BENTONITE GROUT 6' DIA SCH BO PVC RISER PIPE m C�91NC'•ECT[VE rcNCNT_ TOWI7E GROUT <br /> o �- <br /> ' ITOP OF SCREEN) 3/4" 00 MIVIWUM er;REHOLE DIA 6 S/8' <br /> f _ J �i MINIMUM 90REHOLE DIAMETER 12" j POIYETHr-ENE <br /> _- 2 ;EDU NOMINAL a w to 4" EIA SCHEDULE 90 PVC -�l TuBINC 14610E <br /> SCHEDULE 90 � z iv _RISER PIPE <br /> A ' } ALUMINUM PIPE LL L7 ,y _ - <br /> r _ -SILICA ;ANO FILTER (MONTEREY •31 ,� BENTONITE PELLET SEAL OR <br /> w w ` 'o - 5'-O" OF VOLCLAY GROUT <br /> Q _ BFNTONITE PELLET SEAL I - -- - - -- <br /> a N _ ' / 200 MESH SILICA SAND <br /> CEMENT GROUT w N IT OF SCREEN; .j <br /> LL <br /> p MINIMLM BOREHOLE DIA 9" _ - {3ENTONIIE PELLET SEAL OR <br /> p �: S'-0" OF VOLCL.AY GROUT <br /> � � aQ p�_— - 1F <br /> MAXIMUM BOREHOLE DIA S 1/2" W ^� I 0 <br /> c - 6" DIA PVC WIRE WRAPPED / <br /> Q5= SCREEN MITH 0.03" SLOTS <br /> 8 w PEA GRAVEL 10.25'3 I - o <br /> - � �CEMENT-BENTONITE GROUT <br /> OR VOLCLFY GROUT <br /> I + a I — � ^I <br /> 2 / <br /> _ WATER TABLE AT TIME OF DRILLING � & w_� p f <br /> o <br /> ' ; OP OF SCREEN; I - <br /> t3 ¢ T - BENTONITE PELLET SEAL OR _ <br /> S'-0" OF vOLCLAr GROUTa 4" DIA PVC WIRE WRAPPED BENTONITE PELLET SEAL OR <br /> z SCREEN M/ p.125' SLOTS - 5'-0- OF VOLCLAY GROUT <br /> w -SAND FILTER (MONTEREY •31 OR " a <br /> = NATIVE SAND WITH ENGINEER'S APPROVAL a 6DIA SCH 80 RISER PIPE LrSIME TER <br /> 200 MESH SILICA SAO <br /> —' 2 1/2" NOMINAL SCHEDULE BO PVC 6" PVC END CAP <br /> o � SCREEN W/ 0.01' SLOTS I o <br /> _ <br /> 2 I/2" PVL BOTTOM CRP -—4" PVC BOTTOM CAP CERAMIC CUP <br /> TYPICAL EXTRACTION WELL DETAIL TYPICAL LYSIMETER DETAIL <br /> NO SCAL E <br /> NO SCALE <br /> (SEE NOTE 2) <br /> TYPICAL MONITORING TUBE DETAIL TYPI6AL VERTICAL INJECTION WELL DETAIL <br /> NO SCALE <br /> NO SCALE 6" 6• 4'-6" 1'-6' l2" 9'-6' _ 1'-6" <br /> GUARD POST ITrP q PLACES; GUARD POST (TYP 4 PLACES) <br /> SEE DETAIL 1. THIS DWG �y SEE DETAIL 1, THIS CNG <br /> C --- <br /> - - -- — C <br /> TY P 3" SCM 40 HEAVY-DUTY WATERTIGHT CAST IRON <br /> FILL PIPE WITH CONC STEEL PIPE MANHOLE FRAME A COVER <br /> WELDED TO POSTS 3/4" EXPANSION 112" DIA, 12" DEEP) 1 1/2' PVC UNION <br /> AS SHOWN ON DETAILS 3 C 4 JOINT W/JOINT SEAL <br /> 4. 2' X 2' SQUARE CONCRETE COLLAR B //� V OF WELL OF WELL 6 <br /> EXISTING ASPHALT TYF11 •3 ERRS !W/6" OVERLAP) SIN <br /> G-3 G-3 G-3 �"\ <br /> G-� <br /> 6" SCH 40 STEEL m a ` ti <br /> (MINI <br /> 6PATCH ASPHALT <br /> P➢PE Q - <br /> SLOPE TO DRAIN oI J°p° p ap JFM-3 IMW-206) 2 1 * <br /> ! SAND PLUG EXISTING IFA-4 NEM-21 -M-3 <br /> TOP OF ASPHALT °O° O° OUTLET (MW-206 (IN VERTICAL)i ^I ! IIN VFJiTICALI <br /> ONLY) BV-1 (MW-206) <br /> 1 <br /> BV-2 (EW-2) I" CIA HOSE 11/2" WELL PULP OISC"ARGE <br /> I 'I ° 3 6" COMPACTED GRANULAR - <br /> O °O EMBEDMENT (MIN) 3' RAIL (TYR) , } 1 7/2" ENO CAP LIC BE RE MJVED 3' RAIL ITYP) <br /> I I 1 Irl- NELL PUMP DISCHARGE d <br /> I I 4" mi FOR FULL-SCALE SYSTEM) a <br /> 1 '_ <br /> D I <br /> o <br /> (TY <br /> 3P1 <br /> 18" MIN S I -_j D <br /> (n CONCRETE <br /> MANHO(E DETAIL 3 AIL 4 <br /> I j DETAIL DET <br /> - ,- NO SCALE G-3 <br /> 3/4" = 1'-0" G-2 3/4" _ )'-0" G-1 <br /> ;SEE NOTES 4 1 7) (SEE NOTES 3 6 4) <br /> GUARD POST DETAIL /"'I <br /> NO SLALF G-3 <br /> BY-1 t 3V-2 NOTES ' <br /> l 1/2" WELL PUMP -1/2" SAMPLE TAP I. FOR GENERAL NOTES. LEGEND, AN: ABBREVIATIONS. <br /> DISCHARGE�� �/ N/SHUTOFF VALVE <br /> �PVCC EEL 5 3 1/2- X I" REO ELBOW SEE ONG C-1. <br /> E - <br /> 2. MW-206 IS EXISTING, BU` WELL CAP, WELL <br /> - 1" WELL PUMP DISCHARGE PUMP DISCHARGE, AND EX"RACTION WELL -AD E <br /> ---- j­\ <br /> SHALL BE AS SHOWY, THIS DWG. <br /> JOINT SEAL '" EXISTING ASPHALT 3. SEE ONG G-1 FOR DRIENTA',ION OF PAD. <br /> PATCH ASPHALT ABOVE BFV-I THRU BFV-S ANO4. FIELD VERIFY GUARD POS' LOCRT:BACKFILLED TRENCH TO BFV-9 THRU BFV-11-- FM- = INS. <br /> MATCH EXISTING ASPHALT - - PIPE TRNCHION SADDLE ' z S. NELL PUMPS qNp(1JOISCHaRCE P;RINC TC BE INSTALLED <br /> i UPON COMPLETION OF CONC=ETE Pal. <br /> PATCH ASPHALT _NEL4 MIN BASE. COMPACT EXISTING ZRUSHE. ROCK BASE <br /> JOINT SEAL 6. SAW Cur EXISTING ASPHAL- TO CP�SHED ROCK <br /> �,- RND POUR CONCRETE 4" (":NJ RB.YE GRAPE. <br /> j z _ <br /> EXISTING RETORT ml f - ' � � <br /> 1 r ;c PIT WILL <br /> 11 i I_�_ 7. SEE ONG G-2 FOR O° Pg05. <br /> r � �. :��� - i - PRELIMINARY <br /> if , -- - I I ° -{6" MIN - <br /> SEE TYPICAL VER;;CAL o I 1/2" EXTRACTION FORCE MAIN - n I �O .J BE _SED - <br /> INJECTION WELL ' G-5 _ <br /> DETAIL THIS OWG 'ATE ISS_: <br /> F ep - I- COMPACT EXIST WEU_ CASING <br /> CRUSHED ROCK BASE 12" 6- U• 1 2" 3' F <br /> 2" DIA PVC _ SECTION e -/4 --0" <br /> [SEE NOTES S d 6) • <br /> SECTION A MARLEY COOLING TOWER COMPANY • <br /> NO SALE -I. c-z STOCKTON, CALIFORNIA (;- <br /> - I SUBSURFACE SOIL FLUSHING SYSTEM <br /> - - _ - -- - — - -+- - -- DESIGNED CAW rl <br /> - - PROJECT NO. -- <br /> - -- - - -- CONTRACT NO . 13 DETAIL_')_-_ _KT ■r BIaCK&V�aCC <br /> E' r' CHECKE: <br /> r� DRILLING AND PIPING <br /> - - GENERAL CONSTRUCTION APPROVED _ Koar9ises')`Architects ► I GS4 .6S2 SECTIONS AND DETAILS SHEET <br /> 4i C U. Mlssouh <br /> In Ja = REVISIONS 900 RE, r: }r ;::(iF . . 1 AI°( DATE -- -- 3 OF 7 <br /> CCG. JWC. NC:COM—'15 <br />