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10 <br />,QA PROX <br />LI <br />o' <br />MW -13 <br />'NEWCASTLE <br />'i., -ROAD <br />W <br />II <br />EXISTIN' <br />I <br />I I ABOVENG <br />II XIS DFGAS WATER WELL GRIOUIND LANDFILL <br />EC YNT V GAS PIPE <br />o SGP -9A SGP 10B <br />D <br />1 <br />I <br />•Mw -q -- <br />SGP -7A <br />I N <br />I <br />I <br />I <br />S P -8A <br />I <br />I <br />I <br />DIMENTATI(; <br />POND <br />HATE P <br />MW -2 <br />-04 WMU FU -05 <br />V eT R <br />PORTION <br />0 <br />IAJNTENANCE - <br />LEAR SLED PONDS7 <br />a <br />31:TED- <br />WMU FU -04 <br />CENTRAL <br />PORTION <br />APPROXIMATE <br />PROPERTY <br />BOUNDARY <br />N <br />0 300 600 900 <br />1 " = 300' <br />WMU FU -06 <br />NORTHERN <br />PORTION <br />P_ <br />P <br />0 <br />0 <br />WMU FU -05 <br />SOUTHERN <br />00 ft <br />MW -14 <br />s <br />' a <br />CZ MW <br />• <br />MW- ` Q <br />EXISTING OVERHEAD <br />EljEAL L! N E \ <br />G <br />SGP -14 <br />MW -E <br />Kent-� ,MW -6 <br />1.1 .r - Yr - -u <br />I <br />GP-2� <br />I <br />I <br />I <br />I <br />PROPERTY LINE <br />�I <br />EXISTING � <br />SEDIMENTATION GP - <br />BASIN <br />EXISTING LEACHATE <br />IMPOUNDMENT_ , <br />I <br />OVERHEAD MW_20J <br />ELECTRICAL LINE -1 <br />NORTHERN <br />PORTION <br />a <br />0 <br />a � <br />P <br />• A v t O <br />• <br />W FU -08 <br />'OUTHERN <br />PORTION <br />U F/0 -- <br />2 2 <br />r2alu�+ZiEll <br />0 <br />WM <br />D-1 <br />M <br />al <br />• <br />WMU 'D <br />WINTE <br />PAD <br />� SGS 13 <br />AD <br />C I <br />L I <br />1 <br />7 AGE C I RS • I I <br />/ AND GRO TE I <br />TREATME :I W <br />~I <br />IT <br />T L I -EXISTING <br />I <br />Q + OVERHEAD <br />ELECTRICAL LINE <br />.I W <br />~I <br />'EXISTI I <br />OVERHEA I <br />®� WMU TELEPHO LINE I W AUSTIN <br />FU -1 <br />1- ROAD <br />� " I <br />I APPROX <br />1 LIMITS OF SOIL <br />FIW BORROW AREA <br />1 I <br />4 j <br />LA D LE i • I ' <br />AC E ? I I TIRE WASH (2019) <br />ROA 1 B �� I <br />I <br />1 <br />MW -14/14B <br />2 TIRE WASH (2013/2015) <br />GP - <br />a MWS <br />o . - FORWARD <br />W-1 <br />LANDFILL <br />TIADFILL ENTRANCE <br />OFFICE MW -2 213 <br />PAVED <br />D PARKIN a AUSTIN ROAD <br />�NMU A W-1 /1313 <br />\ I NA -TIVE) 00 <br />1 OFF LIMITS) <br />u'7 <br />FORWARD LANDFILL <br />SURVEY CONTROL POINTS <br />POINT NO. <br />NORTHING <br />EASTING <br />ELEVATION <br />DESCRIPTION <br />1 <br />2140048.9121 <br />6364551.1709 <br />40.9700 <br />SJCO BRASS DISC <br />2 <br />2142696.0930 <br />6364455.5790 <br />42.1472 <br />DISK +0.76 TO RIM PT -2 <br />1A <br />2140995.9410 <br />6364497.1690 <br />42.4500 <br />SEI 1 BM 0-29.8 <br />3 <br />2142681.2072 <br />6364289.0217 <br />43.4400 <br />SEI 3 CHISLED CROSS <br />4 <br />2142658.0778 <br />6361840.9580 <br />36.4100 <br />SEI 4 1/2 <br />7 <br />2144926.8050 <br />6359092.2740 <br />34.4300 <br />SEI 7 BM P-29 <br />10 <br />2146477.4100 <br />6359070.3740 <br />35.5571 <br />SEI 10 REBAR CAP <br />14 <br />2145843.9670 <br />6364352.2380 <br />44.7200 <br />SEI 14 BM 0-28.6 <br />615 <br />2140263.1050 <br />6361969.7980 <br />39.3200 <br />SAN JOAQUIN COUNTY BENCH MARK 0-29.8 ON THE NW CORNER OF <br />AUSTIN ROAD BRIDGE ACROSS LITTLE JOHN CREEK <br />ELEVATION = 42.45 NGVD29 <br />WMUI I N o LEGEND: <br />J I I W_1 <br />6Q o MW_ 2 _ GROUNDWATER MONITOR WELL <br />GP 6 LANDFILL GAS PROBE <br />ILT,mil 1119. <br />Q <br />11 <br />/ WAT IJP P ° <br />I <br />SOUTH FORK OF _aoaAAa�ala��� �13�f�� � ' <br />GP -7 <br />MW -21 <br />w <br />-APPROXIMATE <br />PROPERTY <br />BOUNDARY <br />TIRE WASH <br />• SGP -4A - LANDFILL GAS PROBE <br />NOTES: <br />1. THE TOPOGRAPHIC MAP WAS PREPARED USING COMPUTER ASSISTED, PHOTOGRAMMETRIC <br />METHODS BY COOPER AERIAL SURVEYS CO. IN PHOENIX ARIZONA ON JULY 11, 2022. IN <br />AREAS OF DENSE VEGETATION, ACCURACY OF CONTOURS MAY DEVIATE FROM ACCEPTED <br />ACCURACY STANDARDS. THE HORIZONTAL COORDINATE GRID IS BASED ON CALIFORNIA <br />STATE PLANE NAD83, ZONE 3. ELEVATIONS ARE BASED ON NGVD 1929. <br />i6 <br />a) <br />U <br />(D <br />a) <br />Q <br />a- <br />0 <br />U) <br />c <br />0 <br />U) <br />a� <br />U <br />U) <br />(3) <br />0 <br />U) v) <br />Q <br />O00� <br />U <br />z F rnCN <br />U rn <br />Q <br />N <br />OOQ o <br />CF)o <br />rn <br />co <br />N <br />0 <br />4 - <br />LL o <br />__m W <br />W a <br />W p V m J <br />= a z cn <br />W :m W E <br />JW m Q <br />o L Q <br />o a <br />a U)I J <br />cn <br />A � � <br />a) <br />� U <br />z <br />Q <br />J <br />J a_ <br />J z <br />LL O_ <br />z ~ <br />Q N <br />D 0� <br />Lu <br />< z <br />O cy) <br />LL N <br />0 <br />N <br />N <br />N <br />O <br />N <br />FIGURE <br />1 <br />