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600' <br /> 1 ' HIGH CONTAINMENT LEVEE 1 ' HIGH- -MNTAINMENT LEVEE , <br /> I 6 ' CHAIN LINK FENCE / <br /> $0 <br /> ° � X69 D1f7� a� ITZ E - � - - - - - - _ - ��°� - - p� — \ oa $a Aa <br /> ik�$ y69 �6°� ' o 'a �.' c o o IK p•p1 <br /> a a pena' n a°c n <br /> .` S=0.005 9SPHALTIC PAVEMENT o <br /> 2 5' <br /> —� DRAINAGE AREA 2 ± 8100 SQ. FT. 1 <br /> s p 25' DOUBLE-HINGED <br /> WINTER RAIN WATER DRAINAGE �s>o.ol I - - - - �-� ACCESS ROAD / GATE <br /> N I o —ALL-W <br /> FATHER, GRAVEL BASE COURSE y <br /> AREA 1 ±19840 SQ . FT. _ s o <br /> LOADING/ —" — <br /> a���. • 1 ��'o� �e. �b� �_ _�b•Q o CONCRETE SLAB UNLOADING124' 0 �A6 a 0 Q ' 0. Q (� <br /> OIf <br /> AREA D� <br /> a aS > 0.01 80' T + 1+ <br /> 27 <br /> o l.D <br /> Lcv� <br /> 18" HIGH <br /> / a CONCRETE WALLS i <br /> l i fo. 20' EMPLOYEE <br /> PARKING AREA <br /> O S > 0.01 OPOP STANDARD <br /> \ / <br /> � DRAINAGE AREA 3 ± 5640 SQ. FT. <br /> B <br /> FE RUN-OFF 0 <br /> . \� �� DETENTION � <br /> LLJ <br /> 0 RESERVOIR \ ' <br /> �g ,. \ I S=0.005 <br /> Lu a�� O - µ :HAM Aocm-I�cR - - -Q - --� � � p �° a Q <br /> UJ cr <br /> cc <br /> ..� a w <br /> 1 HIGH CONTAINMENT LEVEE � <br /> f \ `i ' HIGH CONTAINMENT LEVEE 1 Q <br /> r / 2" MONITORING WELL. - 1 •J <br /> 11 \ SEE TYPICAL DETAIL, f'G. 2 MONITORING SUMP 6" PVC PIPE 6' CHAIN LINK FENCE a <br /> I AIR QUALITY CONTROL TREATMENT CELL <br /> \ \ SEE TYPICAL DETAIL PG. 2 <br /> ci <br /> 61 <br /> i ..•r a • . J \ • a Q 4�s • . ' l <br /> ^'^'" • • • •...ter I a �' a <br /> w ...... • III( <br /> I Ak \ <br /> / r <br /> 121 ' CURRENT LANDUSE: PASTURE <br /> I —470, 1 ' HIGH CONTAINMENT LEVEE <br /> 4 .?per 0lb <br /> g ' <br /> i <br /> lift lift <br /> a a - 48.0- p !� <br /> x p,1GRAVEL FARM ROADi o <br /> �------ - —48.0— - . —K�_ . -- . .1 - -r � a�• a�' ��� GRA;,°E L FARM ROAD <br /> ��? ��.•` k��+. <br /> SECTION A—A E1 So.7 <br /> SCALE 11 "=1 ' LEGENR <br /> 1 ' HIGH CONTAINMENT LEVEECONCRETE WALL, 6 l CHAIN LINK FENCE <br /> _ <br /> _-..._.__ 5 ._. _ 6 <br /> 1.5' CONTOUR LINE --- <br /> P AA V E M _ E L E_V-_A.T_I-O N S <br /> X6" <br /> D2x6 REDWOOD HEADER NE CORNER 49.0 SPOT ELEVATIONS - BEFORE CONSTRUCTION <br /> DRAINAGE DITCH p <br /> _s=o.o1 NW CORNER 48.6 CONCRETE GRADE ELEVATIONS -+ <br /> \ - 5E CORNER 48.5'.'. 2.1' SLABS 0.5' <br /> 0,2' SW CORNER 48.1 0,3' 1 <br /> (� F/ ` alp <br /> S -70-01 <br /> •`, �\ — — — — — �\ SANG <br /> D p d 0 { r 5,0.05 <br /> ASPHALTIC PAVE <br /> � I ME NT OO �o <br /> 4j , <br /> \ 501E COMPACTED TO 959. RELATIVE �� M ,� <br /> COMPACTION AS DETERMINED BY <br /> \` •,\ �o po�o o p 4 000 , ��,�,� • ,,L <br /> 1 ' \ ASTM TEST D-1557 <br /> -yyy� <br /> I.ONCRETE WALL AND SLAB ARE REINFORCED WITH <br /> #5 REBAR, BI-DIRECTIONAL, ON 2' CENTERS <br /> SCALE: 1 209' TERRA GENESIS INC. SHEET. OF: <br /> M mOldenhauer 1107 KENNEDY PLACE, SUITE 7 I <br /> DAVIS, CA. 95616 SITE PLAN AND TOPOGRAPHY 1 ° 2 <br /> DRAWN BY: D J MANTECA SITE engineering TERRA GENESIS <br /> C) <br /> SAN JOAQUIN COUNTY ENGINEERING CONSULT '�NTS PROJEECT PLANNERS DA E: 3-24-88 <br /> company ENVIRONMENT/,L REPORTS LAND SURVEYORS SAN JOAQUIN COUNTY SITE <br />