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X
<br /> Ali '
<br /> tie 1 ! APPROX 5300 ft
<br /> f.. mac+:u'a. +,::ra..>e.a,b:.sri..-.�..ra rv'.,.rwu-w-a,..:.<, >rs°.e.:::e Fsr'., .�.s-..svav,.c..............:,.a •.acs:.w.*:xuva_.,cex,...wa,v.:.. _,. „_
<br /> ...::MW_ 14 ;
<br /> FC3RWAR LANDFILL
<br /> Ij SURVEY CCS` TROL POINTS
<br /> -
<br /> ;' At -
<br /> POINT` a^ NO. NORTHING FASTING ELEVATION ` DESCRIPTION
<br /> N
<br /> w - 1 4352.600 7094.580 40.97 SJCO, BRASS DISC r .
<br /> 2 7000.000 7000.000 41 .90 SJCO BRASS CNBC
<br /> n EWOASTLE s; r 102 5274.910 4460.070 . 36.60 1/2
<br /> ROAD /
<br /> t 4' f Y '`t5` 1
<br /> 1 A 5299.560 7040.943 42.45 SEI 1 IBM , 0-29.8
<br /> ` Z7 .. " % ,< r, � W 3 6985.033 6833.158 43.44 SEI 3 CHISLECt CROSS
<br /> 6962.456 4384.$7$ 35.41 SEI 4 1/2
<br /> MW- 1
<br /> ,
<br /> 5 4628.769 4478.875 35.87 SEI 5 1/2
<br /> t�
<br />:
<br /> 1 ,} -
<br /> t
<br /> 7 9231 975 1636.413 34.43 SEI 7 BM P 29
<br /> r I-
<br /> ( € _
<br /> ....., SEI 10 REBAR CAP +,
<br /> ,
<br /> 10 1078.2 632 161`4.879 35.47
<br /> r EXISfiJG ABOVE
<br />' `. , �::1 r:�.✓i=:•., e:°yI n,"_-.:. yt.: , .., n,. „._...-..-u,:,.%.."P. -.�' :
<br /> HEAD
<br /> (�
<br /> :. 6897.9 ,
<br /> -28-6EXiSTINs OVE10a47.958 64 44.72 ELECTRICAL
<br /> LINE S£I 14 BM 0
<br /> Z?";r, . fie D=1� ,r WELL SAN JOAQUIN COUNTY BENCH MARK 0-29.8
<br /> C
<br /> 3.
<br /> 11
<br /> ON THE NW CORNER OF
<br /> _ , .. , .
<br /> + _ ^.W.w.� . ., �_ _.. __�_-_ ,,. __...,,_T w_ _• _...__. ... _ ..,._..._ .. „ , ., w____ _,�..,_,.. _ ._ f: __. ,. .. .„ ._ ... , ., _ _ AUSTIN ROAD BRIDGE ACROSS LITTLE JOHN CREEK
<br /> ,�•1 :: � �, ;. ;,._ , , ,_„_._.. -9A ,'SGF� 113 , ,� {
<br /> ELEVATION = 42.45 NG1/C329
<br /> rz
<br /> .tulW-7 'MWf.-�y,w -_.M ..:6-, C I fn
<br /> W
<br /> M
<br /> , • ,,, � � ,, ,, .a ,.d ,: �~ .�__,.. ,.__ . ._. ,,.>. ;, = ., BUIJhIC� F�Y f'C31NT5 I
<br /> >' I, POINTNO. NORTHING EA TING DESCRIPTION ;
<br /> .. / +'':I
<br /> g f ,r : . r .:.� .,,.., , . ......... . .. ........... . . ...,.... _.,, .,.,...,,_.. . ch
<br /> .:
<br /> +„� a « , I; , ` , ,•; _..,,,- ., ..., . . . STORAGE CONTAINERS • s I
<br /> AND GROUNDWATER ;I S1 N07 USED
<br /> . 6 ` i f; , � ,y �; � � ,� ,.� TREATMENT PLANT' t�?''
<br /> .r
<br /> S2 NOT USED c ,
<br /> I FORMER AUSTIN ROAD LANDFILL - -
<br /> I m
<br /> . 03 - NcxzHr= j - OT U
<br /> I
<br /> : IaRIIy .: POl'TfflN SGP-1
<br /> +. 1 If
<br /> EXISTING
<br /> N
<br /> 53 N -SED
<br /> EXISTING
<br /> +, S4 4366.830 4473.319 SW PROPERTY
<br /> � , EXISTING
<br /> WATER WELL ; ;I
<br /> OVERHEAD E
<br /> S5 7006.76 4354-.680, NW PROPERTY a
<br /> I�' ; •; ;�. � � , � �.- ,� _- -- � fb. .� .:- , ELECTRICAL LINE
<br /> -��
<br /> 5 I , , , � f� �. ,:._ _' :' -�� ..:.. ••� S6 4541 .964 4524.520 C#�£EK EASEMENT �
<br /> qg ,. � , ._..::.,.._.. ...._,tis-_ ., `., _^-, t: r. !. �. �.�, .,-'.,
<br /> �Y , . I -,. EXISTING
<br /> t# ,. �, _
<br /> _.m; __ ._ -,. , 49?5.804 5202.100' ¢ oto
<br /> ,, S7 CREEK EASEMENT
<br /> . + : 1 . OVERHEAD
<br /> ��__dd}yylI'yy; $A , ,
<br /> y.
<br /> TELEPHONE LINE ' + > .AUSTIN
<br /> • ! I{ ROAD S8 5001.809 5730.140 GREEK EASEMENT a
<br /> W-5 1 /�
<br /> {+ nl'r p. ':.,. . 'rY.. :n. 4,:. 1 h i `<..f5-.v., +.. ....✓:-,• .,,..0 I'1 , rr
<br /> S9 5337.836 5940.159 CREEK EASEMENT z
<br /> s - fco
<br /> S10 5450.845 6148.174 CREEK EASEMENT Q U
<br /> 'x'^I x<:1 �� J { il`II t '. ,, '•'_,..:._K P . ,,,: " {s s�q :..y . f�,:I < o
<br /> LANDFILL 1! S1 a 5440.845 6809. 08' CREEK EASEMENT <t o
<br /> ,
<br /> i
<br /> s.
<br /> .f; . ., ,I, ; ,, ,.,,_ -'. , , � ACCESS ROAD � ,.
<br /> WMU FU-03 II t »..,, l/l /\
<br /> Sa 2 5320.961 7059.186 CREEK EASEMENT
<br /> f +. �'-
<br /> DIMENTATI
<br /> i I fi : EXISTING ABOVE l �[
<br /> I S13 43••66.259 . 4592.37' GREEK EASEMENT
<br /> ROUND WATER PIPE MW-1/1&L. O
<br /> OV RH D LANDFILL
<br /> E EA MW-10 4827.794 5242.104 CREEK EASEMENT cn
<br /> ; ELECTRICAL LINE ACCESS MW-14 4B 514
<br /> MW-17
<br /> SGP -`4A'. FI . 1
<br /> EXISTING ROAD GP 9
<br /> L ,.,..,__.._ _-__ . „-,r_ . ___• A , _,_ 4844.807 5818.143 CREEK EASEMENT
<br /> GP._ S 15
<br /> ... ::r'+`r .., ,.. .,,..$ a . . .,•.•,. . . _, 4
<br /> ,+ .- 4 Qom+ ....,.. u3✓ ,e.. a 2> .. . .-.. _k% V ...,,,... :- ... . ,. , a' .,. .:F: ,. z..
<br /> FORWARD
<br /> mw-
<br /> _7 , _ .r ^ _�. � .< ,- ,_. :. : ;�,: .. .516. . . 5230.835 6057.154 CREEK EASEIv{ENT I`
<br /> ORWARD- LANDFILL ,
<br /> L ENTRANCE 517 5307.833 6215.161 CREEK EASEMENT w
<br /> APPROXIMATE
<br /> GP-1 ;` OFFICE m a
<br /> PROPERTY :''" .__,._ ,.;,._. .,. PAVED ,
<br /> + 518 5280.829 6759.201 CREEK EASEMENT
<br /> BOUNDARY I,M _. r: WMU. D=93 PARKIN 1 AUSTIN ROAD d,
<br /> << ZZ
<br /> W{,�IGL.,D - 5
<br /> f3. WMU A N_1 13B 5171 .047 7065. 42 CREEK EASEMENT "' rn
<br /> CONSTRUCTION �' :. INACTIVE) m
<br /> S19
<br /> Ld0^,
<br /> WATER SUPPLY ; ' WMU. Ci_,0 ;: ,. OFF LIMITS) ; WMU; N S20 4474.765 4469.246 CREEK EASEIvtENT g a c
<br /> ifi a +7
<br /> -
<br /> r
<br /> O 1 �
<br /> + 3 v + sa:
<br /> D-94 -
<br /> < x _ �. - ' , I
<br /> LEGEND: a
<br /> + r MW 2 - GROUNDWATER MONITOR WELL
<br /> WMU, D-97 _ • GP-64A - LANDFILL GAS PROLE
<br /> LAN c�a
<br /> "G
<br /> P 7
<br /> SGP-4A LANDFILL GAS PROBE
<br /> GP-2
<br /> ' I -2 T
<br /> NO
<br /> MW 1 £S;
<br /> ,Lr ,, t f ;, WMU C '
<br /> b C)
<br /> 1 • THE TOPOGRAPHIC MAP WAS PREPARE[ USING COMPUTER ASSISTED, PHOTOGRAMMETRIC
<br /> WMU D " 98.•' WMU B ' ; , METHODS BY HJW GEOSPATIAL INC. I , OAKLAND CALIFORNIA. IN AREAS
<br /> . . ,.: N LAN EAS OF DENSE
<br /> , . m --APPROXIMATE VEGETATION ACCURACY OF CONTOURS AY DEVIATE FROM ACCEPTED ACCURACY
<br /> WMU ..87. .=
<br /> PROPERTY
<br /> ` STANDARDS. THE HORIZONTAL COORDINOE GRID IS BASED ON A LOCAL, ASSUMED
<br /> WMU D 99,. WMU -88" .N + BOUNDARY
<br /> COORDINATE EM. ELEVATIONS ARE 1929
<br /> OORDI YST TION � E BASTED ON NGVD
<br /> PROPERTY LINE :; ,
<br /> n.:-' _ ,.. ,:.. 11. : � 2. CONTROL SURVEY PERFORMED BY TUCKER 8s ASSOCIATES..
<br /> 102 , 3. TOPOGRAPHIC INFORMATION MAY HAVE BEEN MODIFIED SUBSEQUENT TO THE DATE OF --
<br /> THE TOPOGRAPHIC SUf2V tom ,
<br /> IU C>-00 ,,,, = EASTERN EY DUE TO LANDFILL OPERATIONS. THE CONTRACTOR SHALL [ ,
<br /> �' ASH ..PIT
<br /> EXISTING 1 -
<br /> ,.;; :`;; /. ::„ VERIFY THE GRADES IN THE AREA OF WORK PRIOR TO THE START OF ON TR
<br /> SEDIMENTATION GP- GP-6 UCT < U Q
<br /> C S ION.
<br /> EXISTING LEACHATE
<br /> 4. FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL REGRADE DISTURBED AREAS TO 0- p
<br /> IMPOUNDMENT DRAIN TOWARD EXISTING SITE DRAINAGE FACILITIES. �I
<br /> 0 F
<br /> 5. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ONGOING
<br /> r + D
<br /> OVERHEAD MW-2 , ' % `� . LANDFILL OPERATIONS.: 0
<br /> U1
<br /> ELECTRICAL LINE r:; r EXISTING
<br /> I
<br /> y ir" SEDIMENTATION
<br /> BASIN
<br /> ZD`
<br /> ` rS0U7H FORK OF
<br /> p , �sQUTIi LITTLE-JOHNS
<br /> GRA 1440 SCALE
<br /> - I'
<br /> CREEK EASEMENT ^GI� 5
<br /> MW
<br /> GP_
<br /> ( iN FEET
<br /> No. 226
<br /> Eaap. 12- I�t15
<br /> Sheet-2-0I
<br /> VI �� .. aa,w,rw.+,rw.Wr
<br /> ev
<br /> _ _ I
<br /> i
<br />
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