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A X 5300 ft ! <br /> -r----- <br /> -- MW-14 MW-12 <br /> MW-13 L <br /> � � F <br /> ' '' FORWARD LANDFILL <br /> € EwcAST1F NORTH BORROW SURVEY CONTROL POINTS <br /> ROAD AREA OI <br /> \ <br /> -- <br /> PNT NO. NORTHING EASTING ELEVATION DESCRIPTION <br /> ----- ,. <br /> ----- ----------� \ <br /> s,, <br /> 1 2140048.9121 6364551.1709 40.9700 SJCO BRASS DISC <br /> r <br /> 1Rr 2 2142696.0930 6364455.5790 42.1472 DISK +0.76 TO RIM PT-2 <br /> to 2140995.9410 6364497.1690 42.4500 SEI t BM 0-29.8 <br /> 1 M. 3 2142681.2072 6364289.0217 43.4400 SEI 3 CHISLED CROSS c <br /> _ <br /> IF 4 <br /> MW-10 2142658.0778 6361840.9580 36.4100 SEI 4 1/2 <br /> _® <br /> - 4 <br /> EXISTING LOW FLOW \ i 7 2144926.8050 6359092.2740 34.4300 SEI 7 BM P-29 °1 <br /> -- _- a 10 2146477.4100 6359070.3740 35.5571 SEI 10 REBAR CAP ' <br /> I EXISTING LOW FLOW _ EXISTING.ABOVE NG EXISTING OVERHEAD n <br /> �! EXIST GROUP( rf 14 2145843.9670 6364352.2380 44.7200 SEI 14 BM 0-28.6 <br /> CREEK CROSSI <br /> 1 f CRAW CROSSING i GpS ELECTRICAL UNE. ,1 a <br /> ` - 615 2140263.1050 6361969.7980 39.321 <br /> SANJNOAQUIN CWS H MARK 0-229N.8 ON THE NW CORNER OF <br /> o� <br /> AU ROAD BRI OSS LITTLE CREEK <br /> MW-9 MW-117 Mw-4 Mw-5 ELEVATION 42.45 NGVD29 <br /> EXISTING LANDFILL FORMER AUSTIN, <br /> GAS RECOVERY PLANT:_:_ m <br /> t - � - - <br /> _. . <br /> c <br /> 0 <br /> l oRAGE <br /> CONTAINERS �1 m <br /> AND GROUNDWATER � > <br /> WAIU 8 TREATMENT PLANT <br /> 7AWMu WMU <br /> FU-04 ART 03" IN RDIfAST 4 WMU FU-05 WMU FU-06 ^o I', EXISTING <br /> o I WATER WELL n <br /> 5 \ ` PORlpN NORTHERN NORRI£RN - •- <br /> - - PORTION PORION_ <br /> Y ELECTAD o <br /> UNE <br /> h LL <br /> MU a <br /> 1 to <br /> ixt <br /> -13 '-AUSTIN G co <br /> ROAD o(O 4m <br /> M <br /> APFRO M `F 3 <br /> I t l .,EpST�j l �', EXISTING OVERHEAD Z�� a0 <br /> iti!a <br /> • WMU FU WMU FU-0 FU-06 wMU WMU y 9oRFfOw[ ` TELEPHONE UNE ¢=U <br /> pf �?= PORTION PORiIOW SOUINERN ��U-10 %"71 U AIR U N <br /> i' <br /> % CONSTRUCTION o= <br /> MENTATf 03 FU-14 a(SSE ACCESS RAMP Lo N Z <br /> POND ENO 6) <br /> (SE TE �g o <br /> s <br /> CL <br /> HATE 0'! 1 <br /> _- - MW-3A _ --- <br /> Mw z - - <br /> 1 ` 2 <br /> - F71CIt1TY, _ _ <br /> - - <br /> FORWARD LEGEND: <br /> s_ p. � 1 <br /> - LANDFILL • MW-2 - GROUNDWATER MONITOR WELL Z <br /> - - __- Mw-1 RwARO <br /> i LANDFILL ROAD LANDFILL ENTRANCE a GP-6 - LANDFILL GAS PROBE ¢ 2 .2 <br /> s APPROXIMATE GP-i� MW-t iB OFFICE SGP-4A- LANDFILL GAS PROBE <br /> C©tdSTRUCTIONPROPERTY -- MW-2 2B W Z I+ <br /> BOUNDARY 1 WATER SUPPLY M -TO PPA AUSTIN ROAD NOTES: 0LuO <br /> WMU D-95 WMUID-9 _ <br /> -i 736 1. THE TOPOGRAPHIC MAP IN THE LANDFILL AND BORROW AREAS BETWEEN NORTH CREEK AND C9 ¢ c o <br /> WMU D-02 [1N � ENTRANCE ROAD WAS PREPARED BY TETRA TECH, INC. BASED ON A LOW ALTITUDE, HIGH ZCL <br /> LIMITS) L , N PRECISION AERIAL SURVEY AND COMPUTER ASSISTED PHOTOGRAMMETRIC METHODS. THE AERIAL W Q p <br /> T� <br /> + WMU D w-1 FOR W Y <br /> s . : c <br /> SURVEY WAS PERFORMED ON JANUARY 16, 2014 AND CONTROL FOR THE TOPOGRAPHIC MAP <br /> WAS SET BY RJA & ASSOCIATES, USING CC ZONE ifl, NAD 83 THE TOPOGRAPHIC MAP <br /> THE REMAINING AREAS WAS PREPARED USING COMPUTER ASSISTED, PHOTOGRAMMETRIC <br /> METHODS BY HJW GEOSPATW_ INC., IN OAKLAND CALIFORNIA ON MARCH 13, 2013. IN AREAS ¢ _ v <br /> WMU D-97 i ='_ GP-7 OF DENSE VEGETATION. ACCURACY OF CONTOURS MAY DEVIATE FROM ACCEPTED ACCURACY J O 0 6 <br /> GP-2 I`, b-8 STANDARDS. THE HORIZONTAL COORDINATE GRID IS BASED ON A LOCAL, ASSUMED o <br /> N MIN COORDINATE SYSTEM. ELEVATIONS ARE BASED ON NGVD 1929. <br /> \. 2. TOPOGRAPHIC INFORMATION MAY HAVE BEEN MODIFIED SUBSEQUENT TO THE DATE OF <br /> F WMU D-98 WMU B THE TOPOGRAPHIC SURVEY (JANUARY 16, 2014 DUE TO LANDFILL OPERATIONS. THE CONTRACTOR <br /> - IN <br /> i - WMU D-01 r * SHALL VERIFY THE GRADES THE AREA OF WORK PRIOR TO THE START OF CONSTRUCTION. H <br /> - -APPROXIMATE <br /> $ � � PROPERTY� <br /> _. <br /> WMU D 99 BOUNDARY 3. FOLLOWING CONSTRUCTIONS THE CONTRACTOR SHALL REGRADE DISTURBED AREAS TO <br /> i1 <br /> s DRAIN TOWARDSEXISTING SITE DRAINAGE FACILITIES. <br /> NG ACIUTI � <br /> PROPERTY UNE ' THES COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ONGOING L` <br /> 4 LANDFILL OPERATIONS. o `r z <br /> J <br /> A} ( WMU D 00 RN ;�- - 5. EXCAVATION IN BORROW AREA SHALL NOT EXTEND BELOW GRADES SHOWN. TOP SOIL <br /> EXISTING i H PR IN BORROW AREA SHALL BE STRIPPED AND STOCKPILED AS DIRECTED BY OWNER. <br /> J <br /> n <br /> SBAES MENT TION Gp_ ` �' _-\ `6P-6 Q O +�1 V <br /> ✓ ; ,% 6. CONTRACTOR SHALL. UPGRADE EXISTING ACCESS RAMP AS NECESSARY FOR CONSTRUCTION 3' ui <br /> N - Ir rY <br /> EXISTING LEACHATE _ ' PURPOSES. O <br /> IMPOUNDMENT LL. <br /> -J I <br /> OVERHEAD, Mw-2 --- <br /> d <br /> GRAPHIC SCALE ELECTRICAL UNE / / EXISTING I W <br /> aoo ,w 3o ow ' / �/ SEDIMENTATION <br /> IN FEET) FORK SOUTH LITTLE OF <br /> Z <br /> / CREEK EASEMENT �GP 5 ��31-0u <br /> _�yrMW 22 <br /> - - - <br /> Sheet2o(A__ <br />