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APPROX 5300 it <br /> .................... <br /> MW-12 <br /> mw-13 <br /> 4. FORWARD LANDFILL <br /> SURVEY CONTROL POINTS <br /> ---NEWq <br /> �STLE <br /> --ROAD <br /> POINT NO. NORTHING EASTING ELEVATION DESCRIPTION <br /> ......... 1 2140048.916 6364551.167 42.49 SJCO BRASS DISC <br /> %ji.. <br /> ooM, 2 2142696.213 6364455.991 42.32 SJCO BRASS DISC <br /> 77- <br /> ifff '. 102 2140970.601 6361916.530 39.20 1/2 <br /> j <br /> jfp 1A 2140995.934 6364497.284 45.45 SEI 1 BM 0-29.8 <br /> L. SEI 3 CHISLED CROSS <br /> 3 2142681.455 6364289.369 43.92 <br /> 4 1 2 39.87 SEI 4 1/2 q) <br /> 142658.078 6361840.958 <br /> 5 2140324.485 6361935.475 37.98 SEI 5 1/2 <br /> 7 <br /> 7 2144926.905 6359092.064 34.00 <br /> STI l��� NG <br /> TRI"LE SO 7 BM P-29 < <br /> W WELL <br /> 10 2146477.527 6359070.111 35.56 SE1 10 REBAR CAP <br /> Put <br /> 14 2145843.980 6364352. 57 41.72 <br /> 9 SEI 14 BM 0-28.6 <br /> ....... <br /> -29.8 ON THE NW CORNER OF <br /> SAN JOAQUIN COUNTY BENCH MARK 0 <br /> AUSTIN ROAD BRIDGE ACROSS LITTLE JOHN CREEK <br /> FORME ELEVATION = 42.45 NGVD29 <br /> ................. C <br /> STORAGE UKALmL to BOUNDARY POINTS .0 <br /> AN D GROUNDWATER It' POINT NO. NORTHING FASTING DESCRIPTION <br /> TREATMENT PLANT I w <br /> DIM! f Of <br /> 1 t 11 fitit! Si NOT USED <br /> WMU FU- 5 wa-�U-*;f <br /> Mill -03 <br /> PORTION S2 NOT USED <br /> SGP„ ' <br /> in PORTM7 TING S3 NOT USED <br /> dis <br /> WATER"WE EXISTING <br /> OVERHEAD <br /> 54 <br /> ELECTRICAL LINE PROPERTY <br /> it <br /> S5 2142706.237 6361807.079 NW PROPERTY <br /> V) <br /> i •tl EXISTING­ <br /> It S6 2140237.692 6361981.144 CREEK EASEMENT <br /> OVERHEAD I <br /> 0 <br /> -AUSTIN < <br /> -"g . - <br /> S7 2140671.673 6362658.605 CREEK EASEMENT 00 <br /> ROAD 0,0 0) <br /> S, <br /> f Aj S8 2140697.796 6363186.622 CREEK EASEMENT <br /> c"I -It <br /> Io <br /> LIMjTS0FSQjI_qf <br /> a S9 2141033.861 6363396.559 CREEK EASEMENT <br /> C, <br /> A ill • Z� <br /> ...... t5uKKVVV AIRE�j V)< 00 <br /> :3 0) <br /> (ZRF�t NOPE h 2141146.912 6363604.542 CREEK EASEMENT <br /> AIIIIIIIIIIII, WMU FU-04 h14 • SID <br /> Yj CENFRAL 16 GRqgN In <br /> Sill 2141137.063 6364265.558 CREEK EASEMENT <br /> foRTI*,- IS 0 <br /> 1p 1 11, "1 - -- - - It, ­ - _ D cli <br /> - \I_ .- N!114 2141017.239 6364516.355 CREEK EASEMENT <br /> S12 0 <br /> =L.......... Ni- L,cn Z 6 <br /> NW i <br /> I , .. _ s <br /> ............. '1!!-,T -_ m <br /> 8"IL 0 <br /> 7- 13 2140062.008 6362048.989 CREEK EASEMENT <br /> 8.641 CREEK EASEMENT <br /> 0523.676 636269 Q_ <br /> NE" FILL <br /> _..._..-_..4........__.-- .._-..__._ AMS -//MM 1B 814 214 <br /> --E <br /> HAT. P <br /> 2140540.819 6363274.658 CREEK EASEMENT <br /> -Re�� _GP_ S15 <br /> 7' 9Fff__1 <br /> MW_ <br /> . ....... AR LANDFILL <br /> FORWARD 876 2140926.889 6363513.574 CREEK EASEMENT <br /> ENTRANCE <br /> t�L'z -is- - ,---1 1003.921 6363671.559 CREEK EASEMENT Z <br /> S17 214 <br /> APPROXIMATE GP-1, iL• OFFICE Ifu - W 5 0 . <br /> E 2-2 <br /> PROPERTY ;. Mi MW-2 20 S18 2140977.040 6364215.588 CREEK EASEMENT LU z M a <br /> Z,I PAVED- <br /> BOUN I PARKING-1 AUSTIN ROAD 0 <br /> BOUNDARY Lu w <br /> 519 2140867.331 6364521.745 CREEK EASEMENT z U- <br /> R V�; u D�: <br /> qj og <br /> 1 j <br /> M.i <br /> -1 13B <br /> ......... ?WMU _j <br /> /- - 5 < <br /> �01N S20 2140170.483 6361925.887 CREEK EASEMENT <br /> CT <br /> F)TN LrM Ill 5) <br /> 1! 02 z <br /> 0 MW-2 - GROUNDWATER MONITOR WELL <br /> rm-; LEGEND: uj - <br /> iir < <br /> SGP-4A- LANDFILL GAS PROBE <br /> ............ <br /> GP-6 - LANDFILL GAS PROBE <br /> < <br /> GP-7 <br /> NOTES: 0 <br /> GP-2 <br /> 1. THE TOPOGRAPHIC MAP WAS PREPARED USING COMPUTER ASSISTED, PHOTOGRAMMETRIC <br /> METHODS BY HJW GEOSPATLAL, INC., IN OAKLAND CALIFORNIA. IN AREAS OF DENSE <br /> VEGETATION, ACCURACY OF CONTOURS MAY DEVIATE FROM ACCEPTED ACCURACY <br /> mu" <br /> STANDARDS. THE HORIZONTAL COORDINATE GRID IS BASED ON A LOCAL. ASSUMED <br /> -APPROXIMATE <br /> 'jLLI <br /> COORDINATE SYSTEM. ELEVATIONS ARE BASED ON NGVD 1929. <br /> PROPERTY 0 <br /> BOUNDARY 2. TOPOGRAPHIC INFORMATION MAY HAVE BEEN MODIFIED SUBSEQUENT TO THE DATE OF <br /> THE TOPOGRAPHIC SURVEY (FEB 2007) DUE TO LANDFILL OPERATIONS. THE ONTRACTOR _j <br /> PROPERTY LINE _L SHALL VERIFY THE GRADES IN THE AREA OF WORK PRIOR TO THE START OFC CONSTRUCTION. <br /> cc) <br /> �01 m <br /> 3. FOLLOWING CONSTRUCTION. THE CONTRACTOR SHALL REGRADE DISTURBED AREAS TO z z <br /> 102: DRAIN TOWARDS EXISTING SITE DRAINAGE FACILITIES. __j -1 < <br /> D <br /> EXISTING fly" <br /> 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ONGOING <br /> "1 1, - ,, -- - Of uj <br /> SEDIMENTATION GP -6 LANDFILL OPERATIONS. Z) <br /> r I- <br /> < <br /> BASIN 3: :m <br /> N EXISTING LEACHATE Of 3: Q <br /> 11t. 5. EXCAVATION IN BORROW AREA SHALL NOT EXTEND BELOW ELEVATION 25-FT MSL. TOP SOIL 0 <br /> IMPOUNDMENT IN BORROW AREA SHALL BE STRIPPED AND STOCKPILED AT THE LOCATION SHOWN OR AS z <br /> DIRECTED BY OWNER. < <br /> OVERHEAD <br /> MW-2 <br /> GRAPHIC SCALE ELECTRICAL LINE G <br /> 300 150 0 300 600 SEDIMENTATION <br /> uj <br /> -J. <br /> CROSS <br /> �d9 <br /> TH E6IK OF 1 <br /> IN FEET <br /> CL <br /> UT.H .11TLE/JOH <br /> ............. MIN <br /> Sheet-2-of 11 <br /> .............. <br /> Rev <br />