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E CopAht OG= <br /> L PIPE <br /> BECONVEYANCE <br /> E N E U <br /> BURIED ATAMINIMUM OF <br /> ! 24' BELOW GRADE, ALL <br /> 14ATCH EXISTING GRAVEL SURFACE MATCH EXISTING GRAVEL SURFACE BELOW GRADE CONVEYANCE <br /> EXISTING GRAVEL EXISTING GRAVEL PIPING IS DR 17 HDPE <br /> ABOVE GRADE PIPE WILL BE <br /> GALVANIZED SCH. 40 STEEL. <br /> =1I I-I II II <br /> I I-I -I 1— I—_) BACKFILL OF TRENCHES <br /> —III I III I I I_ MUST BE PERFORMED IN <br /> EXISTING SOIL <br /> EXISTING SOIL ^III I I I LOSE 12' LIFTS COMPACTED <br /> III- TO 95% OF STANDARD <br /> METALLIC WARNING TAPE " —� I 1 1- 14ETALLIC WARNING TAPE } <br /> CLINE-GUARD) APPROX 6' _III / I I (LINE-GUARD) APPROX 6' -_11 I I I I WIOOCTOR RESPONSIBLECONTRACTOR FOR <br /> GROUND SURFACE BELOW GROUND SURFACE COORDINATING COMPACTION <br /> NATIVE BACKFILL <br /> COMPACTED TO 95% I NATIVE BACKFILL <br /> COMPACTED TO 95% TESTING IF NECESSARY TO <br /> I I I ADEQUATE <br /> OF STANDARD PROCTOR / 24' min OF <br /> AIlE OF STANDARD PROCTOR 1 COMPACTION. <br /> 2' ml n ,- 1r r•'" 24' min <br /> �S <br /> mn4;`,f <br /> ea�.-, 2' min !, ;a <br /> -�'�"wv..l,yr:�• CLEAN SAND BEDDING MATERIAL - ��`a <br /> ' R' min ; �`,',• 1; <br /> TO 2 INCHES ABOVE PIPES 2' in a ' CLEAN SAND BEDDING MATERIAL <br /> TO 2 INCHES ABOVE PIPES C <br /> BIUSPARGE CONVEYANCEINJECTION WELL k i� <br /> ] 12, I CONVEYANCE PIPING (I.0'OHDPE) �1 � <br /> J b BSPP1, MSP-2,ING (1.01 �BSPP3� HSP-2, BSP- 3, DSP-4 12' <br /> 13SP-4 DSP-5, BSP-6 <br /> 2 TRENCH DETAIL exp <br /> 1 TRENCH DETAIL; FROM TREATMENT SYSTEM NTS C1U11 <br /> NTS <br /> F CAk- <br /> B", 3,000 PSI FIBERMESH <br /> P CONCRETE APRON AROUND 13".24.18" DEEP VAULT WITH <br /> VAULT, MIN B" DEEP x 12" WIDE LAD, <br /> 20.0,0 PSI POLYMER <br /> PART N0. 1„0 GALV. STEEL <br /> S1324818FA. OR EQUNELANT. LOCKING THREADED <br /> x CAP <br /> N MATCH EXISTING GRAVEL SURFACE <br /> EXISTING GRAVEL NACI<F1LL, 95% COMPACTION SLOPE;MUM <br /> RLV. SM WE DEMFEM <br /> 1" GALV. STEEL <br /> I I=1 I I I� I-I_ THREADED TEE MP) <br /> EXISTING SOIL-- _ I- \I\I\ \7���,NATNE <br /> _ -III II II \ \j SOIL <br /> METALLIC WARNING TAPE -�`�I— 111E Y4" NPT X QUICK CONNECT /l \ 1' 0 PRESSURE RELEASE <br /> CLINE-GUARD) APPROX 6' t SWAGE LOK FITTING. PART <br /> g BELOW GROUND SURFACE N0. SS-QC4-B4P1A (TYP) y\/ <br /> VALVE L(TYP) PROJECT TiilC <br /> NATIVE BACKFILL THREADED PLUG, 1/4AGG <br /> \ <br /> m ARCADIS <br /> COMPACTED TO 95% \/ FLLREGATE <br /> A . <br /> OF STANDARD PROCTOR <br /> ,:.s `•- '� TRANSITION FROM macad�-iecam <br /> TRANSITION FROM 1" SDR--17 HDP£ "� x <br /> o 2' 3 �Y-�=mow 4' nin TO i SCEs 40 GALV: ;�, 1" GALV. SCM 40 TO <br /> c6 .' .tir 1" SCH 80 PVC <br /> �% `:�•`' '4;:.-, . . . . �-:� ,•. � E3IOSPARGE TREATMENT SYSTEM <br /> r r :. CLEAN SAND BEDDING MATERIAL r' \/ CHEVRON BANTA FUEL TERMINAL <br /> a 2' min ti _ =er UP TO TOP OF PIPES li <br /> �s 22888 KASSON ROAD <br /> iNiEcrI©N WELL �._._..-__� 1•''?� `. :'. \\/ BANTA, CALIFORNIA <br /> i a CONVEYANCE PIPING (1.010HDPE) 6, �.'\..�\//,ti <br /> DSP-2, BSP-3, DSP-4 SHEET TIRE <br /> PIPE�BEDDING RJOSPARGEDIN�PVC WELL TRENCH AND WELLHEAD DETAILS <br /> TRENCH DETAIL 1" HOPE (OTHERS) <br /> 1" HDPE <br /> NTS SWEEP <br /> PROJECT MANAGER DCPARIMEW W FIR <br /> D. EVANS J. VOGELEY <br /> it.$ LEAD DESIGN PROF. CHECKED BY <br /> 4 WELLHEAD DETAIL; BIQSPARGE INJECTION P❑INT <br /> P. KALI cHIcxID <br /> TASKPME <br /> DRAM BY <br /> -a <br /> N T S 40002/ODBOUMBER V. BARC ERS <br /> PRWECT HUMBER DRAWNG NUMBER <br /> 80045623.0000 <br /> Cp5 <br /> I <br /> I <br /> I. <br />