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,o I W - APPROX 5 00 ft <br /> � o • <br /> MW-14 MW-12 <br /> MW-13 I <br /> IW 1 <br /> 1 <br /> II <br /> 1 <br /> I <br /> W FORWARD LANDFILL <br /> INEWCASTLE W <br /> SURVEY CONTROL POINTS <br /> 1 POINT NO. NORTHING EASTING ELEVATION DESCRIPTION <br /> ROAD <br /> W -° \ 1 2140048.9121 6364551 .1709 40.9700 SJCO BRASS DISC <br /> e I I <br /> 2 2142696.0930 6364455.5790 42.1472 DISK +0.76 TO RIM PT-2 <br /> .a I <br /> 1A 2140995.9410 6364497.1690 42.4500 SEI 1 BM 0-29.8 <br /> IW <br /> `Z ve MW I a) <br /> b 0 3 2142681 .2072 6364289.0217 43.4400 SEI 3 CHISLED CROSS <br /> P <br /> LMW- ` Q I "' 4 2142658.0778 6361840.9580 36.4100 SEI 4 1 /2 <br /> - - a) <br /> ° ® \ I 7 2144926.8050 6359092.2740 34.4300 SEI 7 BM P-29 <br /> W 'O n ' <br /> 10 2146477.4100 6359070.3740 35.5571 SEI 10 REBAR CAP <br /> EXISTING ABOVE EXISTING OVERHEAD I W 14 2145843.9670 6364352.2380 44.7200 SEI 14 BM 0-28.6 <br /> II XIS UAS WATER WELL GROUND LANDFILL E AL LINE I 615 2140263.1050 6361969.7980 39.3200 a� <br /> EC <br /> Y�NDFILL <br /> NT V GAS PIPE G 4- <br /> SGP-14 SGS 13 I SAN JOAQUIN COUNTY BENCH MARK 0-29.8 ON THE NW CORNER OF c� <br /> o SGP-9A SGP 10B MW_g I <br /> _ _ __ -tom_= �= - - F- - +-� -� - - - - - AUSTIN ROAD BRIDGE ACROSS LITTLE JOHN CREEK <br /> KAWI® W_6 I ELEVATION = 42.45 NGVD29 <br /> n Q tW <br /> D I U) <br /> I •�° SII <br /> 1 <br /> I AGE C I RS <br /> ° AND GR0 TE I <br /> TREAT I :I W <br /> U NORTHERN <br /> 4 U FU-04 WMU FU-05 PORTION <br /> U IST-03 P I <br /> I N E T N�TION <br /> T R I I <br /> I I PORTION T I L �.�ID-1rIW U <br /> WMU FU-06• p o ` -EXISTING 0 <br /> U) <br /> NORTHERN ° Q <br /> OVERHEAD <br /> PORTION ELECTRICAL LINE <br /> r I W <br /> cn <br /> o <br /> I o �• o o • ° 'EXISTI <br /> S P-8A OVERHEA II <br /> ® WMU TELEPHO LINEI W AUSTIN Q <br /> � 0 0 1 <br /> 1 I ROAD <br /> FU- 0 Lo <br /> Al = ANCE - p N rn <br /> I S W FU-08 I APPROX z z - <br /> GLE�4Ft SED PONDS e 1 LIMITS OF SOIL ol <br /> - <br /> I ( ' 31 :TED' o SOUTHERN F p IW BORROW AREA o � Q N <br /> PORTION <br /> I ULQ U m <br /> WMU FU-04 WMU FU-05 F 14 QI = Q <br /> II CENTRAL SOUTHERN o �j U� p�- PORTION P � � N <br /> - 3 _ LA D LEt~• I W 0 O z <br /> DIMENTATION -p AC E m II TIRE WASH (2019) bi <br /> �� <br /> POND T ROA 1 B I I rn <br /> HATE P N _ , MW-14/14B <br /> A GP- 2 TIRE WASH (2013/2015) <br /> 0 - <br /> a MW <br /> MW-2S - M <br /> - - - - - - FORWARD N <br /> U F - <br /> LANDFILL <br /> �rrn,� <br /> W-1 LANDFILL ENTRANCE (D 4- <br /> APPROXIMATE <br /> APPROXIMATE GP-1--le, OFFICE �ncm U p <br /> PROPERTY I PAVED I MW-2 2B <br /> _=m <br /> BOUNDARYo ° D PARKIN a AUSTIN ROAD �Wa <br /> WMU 'D° �a�NMU A W-1 /13B � <br /> WSW E <br /> INA TIVE) � W o Q <br /> I U 2 OFF LIMITS) WMU I N LEGEND: `i��� m " Q <br /> xcl <br /> I I <br /> W-1 CIL o MW-2 - GROUNDWATER MONITOR WELL J J <br /> Q GP-6 - LANDFILL GAS PROBE cnl <br /> -9SGP-4A - LANDFILL GAS PROBE o cco <br /> WM A <br /> p- GP-7 NOTES: a <br /> GP-2 I WPAp U 8 1 . THE TOPOGRAPHIC MAP WAS PREPARED USING COMPUTER ASSISTED, PHOTOGRAMMETRIC U <br /> MW-21 METHODS BY COOPER AERIAL SURVEYS CO. IN PHOENIX ARIZONA ON JULY 11 , 2022. IN <br /> I AREAS OF DENSE VEGETATION, ACCURACY OF CONTOURS MAY DEVIATE FROM ACCEPTED <br /> ACCURACY STANDARDS. THE HORIZONTAL COORDINATE GRID IS BASED ON CALIFORNIA <br /> M WM B e STATE PLANE NAD83, ZONE 3. ELEVATIONS ARE BASED ON NGVD 1929. <br /> 1 <br /> -APPROXIMATE <br /> MU C31I PROPERTY z <br /> I U _ I BOUNDARY <br /> J <br /> J <br /> PROPERTY LINE p <br /> Q N <br /> EXISTING II /a � � Lu <br /> SEDIMENTATION GP_ -6 < z <br /> BASIN TIRE WASH o M <br /> N EXISTING LEACHATE � _ � U- CDIMPOUNDMENT oa � ' �° �a o r N <br /> o <br /> ELECTRICAL LINE OVERHEADMW-20 � / � "` a � `� <br /> 0 300 600 900 <br /> --,SOUTH <br /> WAT JR <br /> 1" = 300' II SOUTH F R B 0 p p I <br /> HNS a FIGURE <br /> •BMW-22 _ <br /> 1 <br />