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ARCHIVED REPORTS_2008_19
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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AUSTIN
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4400 - Solid Waste Program
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PR0440005
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ARCHIVED REPORTS_2008_19
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Entry Properties
Last modified
7/17/2020 3:53:28 PM
Creation date
7/3/2020 10:53:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_19
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2008_19.tif
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EHD - Public
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BURY EDGE OF <br /> OVERLAP EXISTING APPROX. GEOMEMBRANE 60 rrdl HDPE 34NCH DIA <br /> AND NEW GEOTEXTILE REMOVE EXISTING 3• REMOVE EXISTING GEOMEMBRANE PERFORATED HDPE PIPE <br /> A MINIMUM OF 3-FEET 60 MI.HDPE GENERAL EARTHFIJ_BERM (NOTE 5) PROTECTIVE <br /> GEOMEMBRANE ,�'s EXISTING SOIL BERM COARSE OPERATION LAYER <br /> PROTECTIVE 1 ,;,., :::. 1 PROTECTIVE .,.,..;..: GRAVEL-\ z <br /> OPERATION LAYER ?� APPROX OPERATION LAYER <br /> 1' <br /> .. I.. .. .MIN._a : <br /> .. .:. .. ..............._............. ...::•:. ..... <br /> EXISTIN .... <br /> 1. ... ... ..... GVEGETATNELAYER / 3. ,g y <br /> .....- _ <br /> sammm \ <br /> ::.:.....__....:_:......._.........._...._........_...._.........._......... STING- _ _ ._ _ ._ _ __ - _ -- <br /> GRANULAR DRAINAGE <br /> ::::::::::::::: GET <br /> dm <br /> GRANULAR DRAINAGE // \ / .\ .\\:�\// � \s`\\ \ / \� LAYER \\ /•,�j\ j\\\�\ •//' .. j \\/ MATERIALOf <br /> \�- \ E \ \ NG CLAY LINER //f\�t\ E\STINGFOUNDAT�ONIAYER/, <br /> MATERIAL \/ V EXISTING FOUNDATION LA / /\ \ \ j��(`/// \ ��/� <br /> FILTER GEOTEXI'ILE/ j, /\\ j�\ /�\\�.\\\\%�Y� / \�\\i\\ , EXISTING /\��\\7\•'\�/\\•\\```\/ �j\/\��� /�\�/\\/ FILTER GEOTEXTILE Q <br /> REMOVE EXISTING �\ 2'M,\N FILTER CLAY LINER \ !i f� <br /> GRANULAR DRAINAGE GEOTEXTILE <br /> MATERIAL AND REPLACE <br /> 0 <br /> WITH GENERALEARTHFILL WESTERN CONNECTION AL1 GRANS SOUTHERN TERMINATIONro1 <br /> DRAINAGE MATERIAL <br /> NTS SHT4 NTS - SHT4 <br /> w <br /> 60 m0 HDPE p <br /> CLAY PLUG BERM GEOMEMBRANE '(a <br /> HDPE PIPE (SEE NOTE 2) CLAY PLUG <br /> ELBOW JOINT (SEE NOTE 2) 2' PROTECTIVE <br /> 34NCH DIA IN OPERATION LAYER <br /> ON <br /> NP .._.. ... i 1... 1. <br /> ROUTE TO HDPE PERFORATED <br /> IPE ..._..: ::.._..,,_...._;::.�..._.: ............. ............ ......................... n <br /> --' - -- - - - - <br /> TEMPORARY .. ... -----.....--- `-------- - <br /> LEACHATE TAMC ....... \ OS <br /> SUBGRADE-"A <br /> EXISTING EXISTING NORTHERN 60 r(M HOPE / \ /\, \ /` GRANULAR v7 <br /> FILL ]\/\ /� W \ \ �. \ <br /> ACCESS ROAD TERMINATION BERM GEOMEMBRANE \\\ \ i G�p"6^3^1" & /\ , \ \ DRAINAGE <br /> .\.';'� � \\\ MATERIAL Q <br /> --:::.i-.:-:....i:-.....;;'::,-_.0. NG FOUNDATION LAYER J N ILTERGEOTEXTI.E <br /> '1 <br /> 00 <br /> F <br /> BEND O <br /> r_==_ . :-'..i;.'_`:_..,•.�r�=: =}.M_;, .....>�.°.: . OPERATION LAYER CAP Lj zto �j <br /> EXISTING <br /> VEGETATIVE <br /> LINER z r-Gl N <br /> ii PROTECTIVE l <br /> N 00 <br /> _ :3¢ <br /> ::. <br /> APPRO <br /> U <br /> O <br /> •--e1.::Ar✓-:..:.::.�.:,>;.:...:.L.. .:A::,:_--„:__..>:.: ._.:.':.riii: ::-::4:rii-:::r.:::-rri:-:-r ...... <br /> : 1' <br /> ¢ <br /> .._...�........_...... . _r_ - -- - <br /> ..... \ f�f .-\/ a i �i / ! f/ ! /' ;• 0 SECTION <br /> NTS — 3�W N <br /> �: .. .__---. .... <br /> ._ ... <br /> _ (n Z <br /> N <br /> \/\%\� \X-- /\\/\�/%/\i \\/ j\ \\\\ \/\\ MATERIAL <br /> N GRANULAR DRAINAGE ...... .. ........ i:::.. ...:- rn g a <br /> - /\\.EXISTINGCIAYUNER .\ EXISTING FOUNDATION LAYER /\ \/� /i ....._. ..............._..__....... ........ <br /> .... ....................................... <br /> i\ FILTER GEOTEXTILE <br /> PROTECTIVE OPERATIONS LAYER ':.'-'-:-::::.. <br /> :. �C”. .....................:.�:=' -FILTER GEOTEXTILE <br /> OCP-,9 .(-GRANULAR DRAINAGE--MATERIAL <br /> NORTHERN TERMINATION AND ACCESS ROAD OM1 <br /> EXISTING VEGETATIVE LAYER`� / Z � <br /> \. \' ' (SEE NOTE 1) ,!\ w ¢ p <br /> NTS SHT4 ..__ .. /.^._:...�..__._ :_`f....._....__�.._ '/ �`/�\ W J o <br /> .___�::-_::_ <br /> ...... ...... __. _..- ._ ..... _-.. - <br /> _ _EXISTING <br /> C p <br /> \\ /\/\\}` W U o <br /> \\ \/i Q <br /> Lu c <br /> 3-INCH DIA J p¢ v <br /> PERFORATED <br /> UP <br /> HDPE PIPE U 3-INCH DIA <br /> SOLID HDPE TYPICAL LINER AND LCRS SECTION /-8-"\ O <br /> PIPE NTS SHT4 (n <br /> ui <br /> NOTES: U) <br /> 34NCH DIA FILTER GEOTEXTILE <br /> PROTECTIVE PERFORATED (NOTE 4) 1.CONTRACTOR SHALL STRIP EXISTING VEGETATION. <br /> OPERATIONS LAYER HDPE PIPE GRANULAR DRAINAGE J J w N m <br /> (NOTE 5) COARSE GRAVEL MATERIAL. <br /> 2.EXTEND CLAY PLUG AND CLAY PLUG BERM APPROXIMATELY IG-FT IN u- <br /> n <br /> 4 <br /> LENGTH ON EITHER SIDE OF PIPE INTERSECTION TOME IN TO EXISTING BERM. O <br /> RIDGE OF EXISTING 60-mil H PE <br /> FILTER D Z w (L <br /> _ m 1a o <br /> II <br /> TH RNGEOMEMBRANE _ <br /> GC-OTEXTIIE SOU E <br /> - o <br /> N <br /> - O 3.CLAMP HDPE GEOMEMBRANE ti00T TO 34NCH DIA HDPE PIPE USING 1 <br /> RM <br /> J <br /> - TERMINATIONBE <br /> ------=--- - ------ ---- - - - -------- --- - STAINLESS STEEL CLAMP AND NEOPRENE GASKET. O w <br /> ---- - --- -- it <br /> Tn e Y P <br /> c pe :,q:: :::::... ::oo.::: ::.: :: a.::::c�°0°.°°�O�°.000 ::._:ooCLAY LUG BER II ¢¢ m <br /> -----------------------o-- ° -------------_�9-- -°----- 4.OVERLAP GEOTEXTILES 2-FTATTOPOF WRAPPED GRAVEL <br /> ¢ <br /> II <br /> o <br /> zo <br /> EXISTING ! O <br /> / � II <br /> ' / // /� 5.PERFORATED 3-INCH HDPE PIPE WITH Ys-INCH DIA HOLES AT THIRD U P Z <br /> VEGETATIVE LAYER /APPROX 3• /\ I 1 tL K <br /> POINTS,SPACED 8-INCHES�1 CENTER.RU <br /> _ - - it <br /> —__:_____--_ EXISTING CLAY LMER t":::- _=_ ,:;:::s= ..` .....:-___ ..'' <br /> - —._-_...... ._ .........- <br /> \/\f`� \ \ \ ...__.� `ROUTETO <br /> /\,\\/���///�\/\\ \/\� / SOUTH SLOPE OF �© TEMPORARY GC <br /> EXISTING,FOUNDATIOiNLAYER _\\ \f�//\\/\\' EXISTING AUSTIN ROAD LEACHATETANK <br /> LANDFILL)V a <br /> LCRS PIPE SECTION / <br /> ��\l LCRS PIPE SECTION /�\ Sheeto(� p <br /> T r 1 � <br /> NTS SHT4 NTS SHT4 Rev LL <br />
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