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q APPROX 5300 ft <br /> MW-14 MW-72 I I'+ <br /> MW 13 - FORWARD LANDFILL <br /> i I SURVEY CONTROL POINTS <br /> POINT NO. NORTHING FASTING ELEVATION DESCRIPTION <br /> ..\ 1 4352.600 7094.580 40.97 SJCO BRASS DISC <br /> €p ' 2 7000.000 7000.000 41.90 SJCO BRASS DISC <br /> -NEWCASTLE \ " <br /> ROAD t 02 5274.910 4460.070 36.60 1/2 <br /> �. <br /> v ( to 5299.560 7040.943 42.45 SEI 1 BM 0-29.8 c <br /> v 3 6985.093 6833.158 43.44 SEI 3 CHISLED CROSS w <br /> 4 6962.456 4384.878 36.41 SEI 4 1/2 <br /> 0_ <br /> e i ( 5 4628.769 4478.875 35.87 SEI 5 1/2 <br /> MW-70 <br /> v 7 9231.975 1636.413 34.43 SEI 7 BM P-29 Q <br /> 10 10782.632 1614.879 35.47 SEI 10 REBAR CAP 4 <br /> _ EXISTING ABOVE EXISTING OVERHEAD ` v 14 10147.958 6897.964 44.72 SEI 14 BM 0-28.6 O <br /> [ EXISTING -.; GROUND;;1ATdDFILE ELECTRICAL LINE <br /> -_EEXISTING l.(,�N®1•'fI:C•"Gt,45 WATER`WELL GAS"t tPE -- �_ •-I <br /> ECOV€RY�'PLANT "• - SAN JOAQUIN COUNTY BENCH MARK 0-29.8 ON THE NW CORNER OF <br /> P-9A - tOB� ;� _ <br /> _ --.- SGP:to _ LITTLE JOHN CREEK <br /> SFi = _ �„ M - ELEVATION AD 82.45 NCVD29 S <br /> :. SGP fi3--_, �;' <br /> 77* <br /> MW�-4 MW-Ti" _ <br /> O <br /> BOUNDARY POINTS <br /> ORAG ; POINT NO NORTHING FASTING DESCRIPTION <br /> STE CONTAINERS <br /> AND GROUNDWATER S1 - - NOT USED <br /> I•SGp 7A TREATMENT PLANT - <br /> S2 NOT USED a <br /> ' - FORMER AUSTIN ROAD LANDFILL ' <br /> Jf i <br /> WMU ART-03, NORTHEAST + S3 - - NOT USED O <br /> NORTHWEST PORTION ....... <br /> SGP if�w- rn <br /> ' PORTION ,F • __.. `. , EXISTING ~�I O <br /> WATER WELL 'EXISTING <br /> S4 4366 830 4473 319 SW PROPERTY <br /> - '.• OVERHEAD <br /> ELECTRICAL LINE S5 7006 76 4354 680 NW PROPERTY <br /> - tlt <br /> \\\ I4 S6 4541.964 4524.520 CREEK EASEMENT <br /> EXISTING S7 4975.804 5202.100 CREEK EASEMENT <br /> o 00 <br /> 'SGP'-8A TELEPHONE LINE <br /> �, _ <br /> .-.:. OVERHEAD O m <br /> - <br /> ROAD 007.809 5730.140 CREEK EASEMENT cit <br /> ` WMU.;FU 04 _ M�_5 , SS S Cj Z N I <br /> S9 5337.836 5940.159 CREEK EASEMENT z rn 04 <br /> rn <br /> • - 810 5450.845 6148.174 CREEK EASEMENT CK Q U <br /> CENTRAL cn <br /> PORnoN LANDFILL II <br /> Sill 5440.845 6809.208 CREEK EASEMENT 3 v N <br /> ACCESS ROAD 1 0 <br /> WMU FU-03 572 5320.967 7059.986 CREEK EASEMENT O OI- <br /> DIMENTATI I ¢� CO <br /> ff POND EXISTING <br /> WATER PIPE Mw-t/te ( 873 4366.259 4592.327 CREEK EASEMENT <br /> «._ <br /> OVERHEAD LANDFILL MW_tG �Mw-ta 148 S14 4827.794 5242.104 CREEK EASEMENT rn a <br /> LEACHATE' SGP-4A MW-17 ELECTRICAL LINE ACCESS <br /> POND -MW-3A DFIL SGP 36 EXISTING ROAD ROAD GP- <br /> Po - P- 515 4844.807 5818-143 CREEK EASEMENT <br /> MW-2 484 <br /> -" FORWARD S16 5230.835 6057.154 CREEK EASEMENT <br /> ARD-- LANDFILL <br /> LANDFILL ENTRANCE 577 5307.833 6215.161 CREEK EASEMENT <br /> APPROXIMATE GP-t - OFFICE MW-2 28 ¢ ® O <br /> PROPERTY r - PAVED S18 5280.829 6759.201 CREEK EASEMENT ` Q <br /> BOUNDARY ' WMU q 93 PARKIN - AUSTIN ROAD aW <br /> WMU D-95 ':WMU A W-1 13B S19 5171.047 7065.342 CREEK EASEMENT <��n <br /> CONSTRUCTION I - (tNACTroE) <br /> -- WATER SUPPLY WMU D Q (OFF LIMITS) WMU N $ 820 4474.765 4469.246 CREEK EASEMENT <br /> n <br /> w-16tt LEGEND: p ¢ <br /> •i'MU D-,94 ® MW-2 - GROUNDWATER MONITOR WELL > <br /> • GP-6 - LANDFILL GAS PROBE WMU D-97 D-97 - _ '-GP-7 SGP-4A- LANDFILL GAS PROBE �^ cr <br /> GP-2� W LY-8 'cr <br /> N Y <br /> - - - - WMU C _ MW-21 NOTES: O U <br /> I- 1. THE TOPOGRAPHIC MAP WAS PREPARED USING COMPUTER ASSISTED, PHOTOGRAMMETRIC <br /> " WMU D-98 WMU 8. METHODS BY HJW GEOSPATIAL, INC., IN OAKLAND CALIFORNIA. IN AREAS OF DENSE <br /> wMU D'-Ot --APPROXIMATE VEGETATION, ACCURACY OF CONTOURS MAY DEVIATE FROM ACCEPTED ACCURACY <br /> ,WMU 87„- I PROPERTY <br /> WraU D-99 - WMU -88 N BOUNDARY STANDARDS. THE HORIZONTAL COORDINATE GRID IS BASED ON A LOCAL, ASSUMED <br /> COORDINATE SYSTEM. ELEVATIONS ARE BASED ON NGVD 1929. <br /> PROPERTY LINE -510 - �' ui <br /> ' 1 2. CONTROL SURVEY PERFORMED BY TUCKER & ASSOCIATES. LJ <br /> 102 3. TOPOGRAPHIC INFORMATION MAY HAVE BEEN MODIFIED SUBSEQUENT TO THE DATE OF J <br /> WMU D-Oq €ASTERN / --- _ j 7 THE TOPOGRAPHIC SURVEY DUE TO LANDFILL OPERATIONS. THE CONTRACTOR SHALL p <br /> EXISTING ASH PIT, / `�`• VERIFY THE GRADES IN THE AREA OF WORK PRIOR TO THE START OF CONSTRUCTION. z V7 z <br /> SEDIMENTATION GP_ „ / /.... _.... ,. _. " - ¢ O d <br /> BASIN t / 4REGRADE DISTURBED AREAS TO J o <br /> P 6 <br /> EXISTING LEACHATE DRAIN FOLLOWING <br /> CONSTRUCTION, <br /> GSITE DRAINAGE AFAOLITIES LL O p <br /> LLJ <br /> L <br /> F : IMPOUNDMENT r� ,�/ < U <br /> N 777 <br /> 4?" S74 -- Sts" / I 5. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ONGOING v7 <br /> OVERHEAD Mw-20 `� -y LANDFILL OPERATIONS. p O <br /> ELECTRICAL LINE i EXISTING i L, I <br /> i - SEDIMENTATION <br /> ✓�+',� i- BASIN <br /> ✓� ., <br /> iC SOUTH FORK OF <br /> GRAPHIC SCALEfioo SOUTH LITTLE JOHNS <br /> CREEK EASEMENT MW_22 GP'S <br /> 300 lso �oFEssl <br /> o Jw _. ._a �. <br /> ( <br /> P. STIR <br /> IN FEET) 4$� <br /> �, Ry <br /> No.22631 <br /> E.P. 12-31-OS z <br /> >r Sheet-2-of10 <br /> CIVIL <br /> �1Rev <br />