PCS (2' thick) 16 oz Non-woven GeoteKtile LCRS Grovel (1' tnick) 8 oz Non-w<Jven Geotextile 60-mil osr HOPE: GCL 40-m il DST HOPE
PCS (2' thick) 8 oz Non-woven GeotexWe 60-mil SST HOPE (textured side down) GCL 40-mil DST HDPE
STAGE 111-B
PCS (2' thick) 7 6 02 Non-woven Geotextile LCRS Gravel (1' thick) 8 oz Non-woven Geotextiie 60-mil DST HOPE: GCL 40-mil DST HOPE
PCS (2' thid;) B 02 Non-woven Geotex:tiJe 60-mil SST HDPC: (textured side down) GCL 40-mil DST HOPE
STAGE 111-C
PCS (2' thick) J 6 02 Non-woven Geatextile LCRS Grovel (1' thick) 8 oz Non-woven Geotextile 60-mll DST HDPC: GCL 40-mU OST HOPE
PCS (2' thick) 8 02 Non-woven GeoteKtile 60-mil SST HOPE: (texturl!!d s ide down) GCL 40-mil OST HOPE
STAGE 111-01
PCS (2' thick) 16 oz Non-woven Gootextilo 60-mil OST HOPE: GCL W - mil DST HDPC:
PCS (2' thick) 8 oz Non-woven Geotextile 60-m il SST HOPE ( textured side down) GCL 40-m;J DST HDPE
STAGES (111-02, IV, /V-B and FUTURE STAGES)
PCS (2' thick) 7 6 02 Non-woven Geotextire
LCRS Gravel (1' thick) 8 oz Non-woven Geotextife 60-m ll DST HDPE GCL 40-mil OST HOPE
PCS (2' thici<) B 02 Non-woven GeoteKtife 60-mil SST HOPE: (textured side down) GCL 40-mil OST HOP<
REPUBLIC
GRAPHIC SCALE 300' 0' 1W JOO' SOO'
I 1200'
~---I I --
LEGEND
-~C-- fXISTING 10FT CONTOIJR
----11D0-- GRADING 10 FT CONTOUR
-- - - lANDF"JLL ffiOTPRINT
CELL LIMIT (CONSTRUCT£0)
CELL LIMIT (PROPOSED)
COMPOSITE BASE LINER SYSTEM
COMPOSITE SID£ SLOPE LINER SYSTEM
COMPOSITE UNER SYSTEM FOR STAGE 1-8 AND STAGE 1-B SOUTH
L------1· ANAL YS/S SECTION
NOTES: 1. EXISTING TOPOGRAPHY BASED ON AERIAL SURVEY BY COOPER
AERIAL SURVEY5 CO. ON MARCH JJ, 2015.
I
FIGURE NO.
STABILITY CONSIDERATIONS 1
. ~2?. lllf.:7 --------.... ----- ....... o:,~ ',
:::;1/,; """'
I ~ -,..,...t"' ..... -.JL, ___. ~ ._.....
I --e-'l'i-----..-..... --- -<l'r.;,- ....._....._ I -
I r-- - '8S-; -...... ..:::- ........._ I ~ ---.... I r :;-;;; ~· •T· u::::: ... --- ....._ I -1 I cl.'" ru.u"'t:. -.:::-....._/..__ -
I I ~-~·~C.,, il:! -;--::- \ 1 I r - := ~g--Q~~ lw !!.jill 1 ....._ .:::- ....._ \
J - ::c:: ---.:::-....._ 1 ....._\ \
I tl 1 I ~~~ ....._ .:::- ....._ " ~~% \ \ \
tl ;1 ~~~ - ,_ - \\ 8 I ,_ - Ji l o'>'s I ....._ .:::- --.... \ \
i ~ -,. ~-- ·-· .J ~- I '~ ~ \ ' l \\ I \ -~----- I ~ \\ \ ----- \ \ \ \ - - ~ \ \ \
\1 \'1----tt--- -· --~ \ I ) I \ I l ) -- ij -· ·- "t-f ·- \ I •
f / / // STAGE IV -----i-;----JL1J - - - - ·' II I I I ~;?:; II I
- - - . - ·.==o·- I I I I I I { I
_/
---------- -- -1111 -- --1+- -- - -- ..--- -:=-.-- -~- ) J I 1! / '7/-:-- ::: - ---::...--::...--- _; I I
II I f / / -, ---J I STAGE 111-02 I I /f II /
LINER LIMITS I { 11 I I 1 1 I I
II /f I I /f I I I I
I I I I
--- I ----- ....
ts REPUBLIC
SERVICES
GRAPHIC SCALE 100' 0' S.O' 100' 200"
~-- ' ' ' 400'
I
LEGEND
-~C- EXISTING 10FT CONTOLIR
WP OF WASIE 10 FT CONTOUR
lANDF'JLL FOOTPRINT
....___ _ __.+ A/W\1. YSIS SECTION
NOT£S: 1. EX/ STING TOPOGRAPHY BASED ON AERIAl. SURVEY BY COOPER
Arn/AL SURVEY5 CO. ON JUNf: 1!, 2015.
SYCAMORE LANDFILL
STABILITY CONSIDERATIONS
FIGURE NO.
.2
SANTEE, CALIFORNIA PROJECT NO.
STAGE IV AND STAGE IV-B WASTE F7LL PLAN zo15.A033
ISSUED FOR REVIEW
REPUBLIC
300' 0'
~-----LEGEND
GRAPHIC SCALE 100' JOO'
I I SOO'
I
-~C- [)(!STING 10FT CONTOLIR
----11D0-- WP OF WASIE 1 0 FT CONTOUR
- - - - lANDF7LL FOOTPRINT
+ + STAGE 11/-B ANAL YS/S SECTIONS
NOT£S:
1200'
I
1. EX/ STING TOPOGRAPHY BASED ON AERIAL SURVEY BY COOPER Arn/AL SURVEY5 CO. ON MARCH 13, 2015.
STABILITY CONSIDERATIONS
FIGURE NO.
3
t-----.....:;S~AN:;:.:,;T~E;:,:E:.:._.,:;;C:;::AL:!;;!!IF;:,:O~R~N~I!::A!.... ____ --1 PROJECT NO.
FINAL WASTE FU.L PLAN zo15.A033
ISSUED FOR REVIEW
PROFILE VIEW OF AA'
70
65
15' WIDE BENCH \ 11Y ~ I 15'WIDEBO ~ STAGEIV-"1 ILL PLAN ( FUTURE)
60 / ;- STA 3E IV FILL PLAN ( CURR Nl)
~ L'
~ ~ ["Tl 15' ltviDE BENCH \ 2 '-....
' y I;- 15' WIDE BENCH r 15'WI PEBENCH ["Tl
:;; 55 I ---" ~ _,.--::::!
~ ~ ~ ~w~
~ / 0 ~E~ z r-WASTE~ ~1
"" 1
50 "'-.... /
~ ~ / ...... .....;;:
I 45
STAG IV BASE LINER STAGE IV-8 BASE LIN R
! i 40
I 0 50 0+00 1+0{) 2+00 J+OO 4+00 5+00 6+00 7+00 8 + 00 9+00 10 00 11+00 11+50
~
" ~
; 8
: j ~
! ~ ~
~ i
~ i
~ i
~~of?~A~~~ic ts SYCAMORE LANDFILL FIGURE NO.
GRAPHIC SCALE STABILITY
i. 40' o· oa· 40' 80' 1Ei0'
CONSIDERATIONS 4
I ~-----..1 ' ' ' I REPUBLIC -· SANTEE, CALIFORNIA PROJECT NO.
SERVICES CROSS SECTION A A' 2015.A033
ISSUED FOR REVIEW
PROFILE VIEW OF BB'
70
/ STAGEIV-B ILL PLAN ( FUTlJRE)
65 , 15' WIDE BENCH \ 7 /
~ r15'WID BENCH
....-<:: r-.... 60
/ _____./ ~ ~1 WASTE~ I r- STAGE IV FILL PLAN (CURRENl)
15' MDEBENCH \ ~ r1s·w DE BENCH fTI r
~ fTI < p 55
' ~ I ........_L =! 2 0 z 1~ ':::l
~WASTE ~ /-.,- ----y-')o/.: .,.,.-
50
L / 2% -----..... I
STAGE I ~BASE LINER
; 45 STAGE IV-BB i'SE LINER
~ ~
! 40 -0 25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 B+OD 9+00 10 00 11+00 12 ()0 12 25
~
" ~
; ~
~
i ~
~
~ ~
~
~ § ;
~ ~
~~of?~A~~~ic ts SYCAMORE LANDFILL FIGURE NO.
STABILITY GRAPHIC SCALE CONSIDERATIONS 5
< 40' o· oa· 40' 80' 1Ei0'
i ~---..1 ' ' ' I REPUBLIC SANTEE, CALIFORNIA PROJECT NO. -- CHOSS SECTION B-B' 2015.A033 ~ SERVICES
ISSUED FOR REVIEW
Top Related