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PROX 5300 ft t .` i \ _ �I - M 3 � Il . �I� FORWARD LANDFILL + i + + + SURVEY CONTROL POINTS , NEWCASTLE_ POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 1 2140048.9121 6364551.1709 40.9700 SJCO BRASS DISC 2 2142696.0930 6364455.5790 42.1472 DISK +0.76 TO RIM PT-2 ' l �, ✓•. !'� _ -�` -�'%-.'� %- -� }' ylli- .II 1A 2140995.9410 6364497.1690 42.4500 SEI 1 BM 0-298 '^ + E 3a 2142681.2072 6364289.02174 di 43.4400 SEI 3 CHISLED CROSS ++ 2142658.0778 6361840.9580 36.4100 SEa t/2 uwc 7 2144926.8050 6359092.2740 34.4300 SEI 7 BM P-29 u �r o- Ir �� _ = _ _✓ XISTiN6 �} g �; �! 10 2746477.4100 6359070.3740 35.5571 SEI 70 REBAR CAP o f` YSTINGJ i �XIS 7i-F7 -� _. � NALj� \ r- i fi' 14 2145843.9670 6364352.2380 44.7200 SEI 14 BM 0-28.6 n iMTjT{I'lMELL : 675 2140263.1050 6361969.7980 39.3200 (,�z 4- 4 - 9.BTHENW CORNER OFSA JO1 LO AUSTIN ROAD BRIDGE ACROSS ITTLE JOHN CREEK QO ELEVATION = 42.45 NGVD29 f 2 O 'STORAGE C0 TNNERS!! 1191 - tf - - �,Lni n `, AND GIRD )WATER 1 WMU FU-O8,- _ - ', r ?I Tf+2EATME PLANT NORTHERrr WMU >'I.t 5-t 2 WMU_EU-�'J 'lid FORTIVN r , SII 1' j 11 q cacti os NORIIa O 1 EXISTING GP-fj I XISTING N - s(i`) C Iti x;` \ 4 �� \'4� ( % 1 - VERHEAD + LECTRICAL UNE A o -Ji/m y✓-,' '�%,l '_ ,2%%r,.+l\�ryil o rl ii �i tX�14;-`JJ lr r r�"\ ` r 01 PHONE 1I Cr6-'`I' d -AUSTIN OROAD ") N I 5 r + °g� 1�� I � ��i11 �t _i r r � ,l � P""`� r �,k , P X I� lc + i U Z sn I r I( -.I� �\ _ i' r 8� I� �. I� l .' ¢.1� 00 SORRow WMU F)-,, wnauggq��FC1wMu J t ` y :(SEE Ny3 5� I 1 �jI Q" SII, 3 PORn01 r = I,Ir�THEfN, ER t FU-10 r t " `� I� 6 q.; ( r III r -il � O V)Z ui + 11 'LAND !Lt1� Mw-1o ) T+ i' �� a I - - -t 146 rn ` 4 MW 2 CILITY.- _ ki -- \ - FORWARD O I I yr LANDFILL z It - > - MW i ANDFIIL 1 ENTRANCE ¢ y + + APPROIXIMATE - - GP-1 q f� �� ` OFFICE cr o PROPERTY tp r4 'a II t PAVED i I MW- `B W z L- n BOUNDARY i _ - 4 _ PARKING] !` ,i STIN ROAD Z O -' AU E (I ,•, -- z�� - Dii I MU A �- W-1 113B (OFLI'MITS)' W o a K LEGEND: Z o W-16 i MW-2 - GROUNDWATER MONITOR WELL + + f - _ - SGP-4A- LANDFILL GAS PROBE •ry 1 I GP 6 LANDFILL GAS PROBE 3 Y c IjI Ich 111§. a TF-97 i GP-7 _jJ Q N x GP-2 h .'h i r,..: � NOTES: a� t \ MW-21 1. THE TOPOGRAPHIC MAP WAS PREPARED USING COMPUTER ASSISTED, PHOTOGRAMMETRIC O I rF s I � I METHODS BY HJW GEOSPATIAL, INC.. IN OAKLAND CALIFORNIA. IN AREAS OF DENSE 'I al lr ,VII r i i VEGETATION, ACCURACY OF CONTOURS MAY DEVIATE FROM ACCEPTED ACCURACY I' ' 6 M 1NM II I STANDARDS. THE HORIZONTAL COORDINATE GRID IS BASED ON A LOCAL. ASSUMED + + APPROXIMATE COORDINATE SYSTEM. ELEVATIONS ARE BASED ON NGVD 7929. PROPERTY v II I I II BOUNDARY 2. TOPOGRAPHIC INFORMATION MAY HAVE BEEN MODIFIED SUBSEQUENT TO THE DATE OF THE TOPOGRAPHIC SURVEY (APRIL 16, 2009) DUE TO LANDFILL OPERATIONS. THE CONTRACTOR PROPERTY LINEi II } u` a j SHALL VERIFY THE GRADES IN THE AREA OF WORK PRIOR TO THE START OF CONSTRUCTION. 3. FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL REGRADE DISTURBED AREAS TO z Z y II DRAIN TOWARDS EXISTING SITE DRAINAGE FACILITIES. a 1 < a, - �\ ,�, 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ONGOING EXISTING I I it I - \ �.._ � �- o BAD'NMENTATION Gp_ : 'x� �a, _ -s -6 e LANDFILL OPERATIONS. �_ rl "`` �.' s 'ri EXISTING LEACHATE I --� r _ 7 5. EXCAVATION IN BORROW AREA SHALL NOT EXTEND BELOW ELEVATION 25-FT MSL TOP SOIL �p 3 IMPOUNDMENT ` s tp� IN BORROW AREA SHALL BE STRIPPED AND STOCKPILED AT THE LOCATION SHOWN OR AS to \\ \ yY a sG t DIRECTED BY OWNER. + } + OVERHEAD= GRAPHIC SCALE ELECTRICAL LINE % -EXiS� 3w r56 0 300600 % i o-�BAD1AkENTATtON IOa f� ( IN FEET ) 7H FORK OUTH 41FiLE- OHNS �. t=1f3EASEMENT MW _ .;-,,,..'�a�-- a i ..... w` ra c _moo • Sheet2ofe_�