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

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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

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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'

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I

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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

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FINAL WASTE FU.L PLAN zo15.A033

ISSUED FOR REVIEW

PROFILE VIEW OF AA'

70

65

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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)

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STAGE I ~BASE LINER

; 45 STAGE IV-BB i'SE LINER

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~~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