EL. 301.80

RMU-2 LIMIT (SEE NOTE 10)

)!( 102R

+ EXISTING RIPRAP CHANNEL ACROSS RMU-1 ACCESS ROAD (SEE NOTE 9)

RMU-1 PERIMETER BERM ACCESS ROAD

RMU-2 MSE WALL ACCESS ROAD

j---�--t- -.;;3;;-; RM U-1/RM U-2

22 DITCH

1 MSE 16 WALL

'-+-�-iSLF 10 DIVERSION

RMU-1

(ACTIVE)

CHANNEL

________ L�o-���1-�-�'.�------------------------··------A

LEGEND:

---- APPROXIMATE PROPERTY LINE

-310- PROPOSED INDEX ELEVATION CONTOUR

-308- PROPOSED INTERMEDIATE ELEVATION CONTOUR

- - - - - PROPOSED GRADE BREAK

PROPOSED LEACHATE RISER VAULT

x320.0 PROPOSED SPOT ELEVATION

LP PROPOSED LOW POINT

200)!( PERMANENT CONTROL MONUMENT

� �ioooo COORDINATE GRID

� DETAIL REFERENCE NUMBER � DRAWING REFERENCE NUMBER

� I SECTION REFERENCE � NOTES:

1. REFER TO DRAWING NO. 2 FOR ADDITIONAL BASE MAP INFORMATION.

2. PROPOSED GRADES INSIDE PERIMETER MSE WALL ARE TOP Of

FINISHED SUBGRADE (BOTTOM OF LINER SYSTEM) AFTER PROOF ROLLING. PROPOSED GRADES SHOWN FOR MSE WALL AND AREA BEYOND WALL ARE FINAL GRADES.

3. TOPSOIL, GENERAL FILL AND CLAY WITHIN THE CONSTRUCTION AREA WILL BE STRIPPED AND STOCKPILED IN AREAS DETERMINED BY CWM.

4. SURFACE DRAINAGE SHALL BE DIRECTED AROUND EXCAVATIONS. SURFACE WATER SHALL BE PUMPED TO ADJACENT DRAINAGE DITCHES AND ROUTED TO EXISTING STORM WATER RETENTION BASINS DURING CONSTRUCTION.

5. CELL TRANSITION ZONES ALLOW FOR GRADE TRANSITIONS BETWEEN INDICATED CELLS.

6. PROPOSED SPOT ELEVATIONS AT CELL LOW POINTS REPRESENT GENERAL FLOOR SUBGRADE ELEVATIONS AND DO NOT REPRESENT SUMP SUBGRADES. ADDITIONAL EXCAVATION IS REQUIRED BELOW GRADES SHOWN ON THIS DRAWING AT EACH CELL SUMP LOCATION. SEE DRAWING NOS. 12, 13, AND 14 FOR ADDITIONAL INFORMATION. PRIOR TO SUMP EXCAVATION, THE POTENTIAL FOR UPLIFT WILL BE IDENTIFIED BY THE PROTOCOL OUTLINED IN THE RMU-2 CONSTRUCTION QUALITY ASSURANCE MANUAL. APPROPRIATE CONDITIONS WILL EXIST PRIOR TO SUMP EXCAVATIONS.

7.

8.

9.

10.

11.

12.

13.

RELOCATE OR ABANDON UTILITIES PER PROJECT SPECIFICATIONS AND WITH AUTHORIZATION Of OWNER.

DEMOLISH EXISTING FACILITIES (e.g., BUILDING STRUCTURES, FOUNDATIONS) WITHIN LIMITS Of LANDFILL PER PRO.ECT SPECIFICATIONS AND WITH AUTHORIZATION Of OWNER.

EXISTING RIPRAP CHANNEL ACROSS ACCESS ROAD CONVEYS RUNOFF FROM RMU-1 PERIMETIER CHANNEL TO NEW RMU-1/RMU-2 PERIMETER CHANNEL.

RMU-2 LIMIT REPRESENTS TOE OF PERIMETER MSE WALL.

REFER TO DRAWINGS IN ATTACHMENT D-1 Of THE OVERALL

SITE/RMU-1 PERMIT FOR FURTHER DETAIL.

REFER TO DRAWINGS IN ATTACHMENT D-2 OF THE OVERALL

SITE/RMU-1 PERMIT FOR FURTHER DETAIL.

REFER TO SPECIFICATION SECTION 02402 FOR REQUIREMENTS FOR LEAK LOCATION SURVEYING.

4

NYSDEC OHMS Document No. 201469232-00026

:::;; 0.. ..... 0

;,; .., 0

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�

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BMS/PTO

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-\� EXISTING RIPRAP CHANNEL ACROSS RMU-1 ACCESS ROAD (SEE NOTE 4)

( RMU-1 PERIMETER

{ BERM ACCESS ROAD

RMU-2 MSE WALL ACCESS ROAD

+- RMU-1

(ACTIVE)

LP

x l

-f-9000

GENERAL

A

-310-

-308-

-----

-·-·-·-

• CV-1 >--< OP-3

>--<

x320.0 LP

HP

.fS-1

.VS-1

200)(

§

LEGEND:

APPROXIMATE PROPERTY LINE

PROPOSEDINDEX ELEVATION CONTOUR

PROPOSED INTERMEDIATE ELEVATION CONTOUR

PROPOSED GRADE BREAK

LEACHATE COLLECTION PIPE CLEANOUT

PROPOSED LEACHATE RISER VAULT

@ PROPOSED PERIMETER DITCH CULVERT AND ID 23

PROPOSED PERIMETER DITCH CULVERT AND ID® PROPOSED SPOT ELEVATION

24

PROPOSED PERIMETER DITCH LOW POINT

PROPOSED PERIMETER DITCH HIGH POINT

EXAMPLE FLOOR SETTLEMENT CALCULATION POINT

EXAMPLE WASTE SETTLEMENT CALCULATION POINT

PERMANENT CONTROL MONUMENT

�lOOOO COORDINATE GRID

GJ:r-- DETAIL REFERENCE NUMBER � DRAWING REFERENCE NUMBER

W1 SECTION REFER£NCE

NOTES:

1. REFER TO DRAWING NO. 2 FOR ADDITIONAL BASE MAP INFORMATION.

2. PROPOSED GRADES INSIDE OF PERIMETER DITCH REPRESENT TOP OF OPERATIONS LAYER. PROPOSED GRADES WITHIN AND OUTSIDE OF PERIMETER DITCH REPRESENT FlNAL GRADE.

3. ACCESS ROADS TO BE CONSTRUCTED UP TO TOP OF MSE WALL AND OVER CELL SEPARATION BERM LOCATIONS AS NEEDED.

4. EXISTING RIPRAP CHANNEL ACROSS RMU-1 PERIMETER BERM ACCESS ROAD CONVEYS RUNOFF FROM RMU-1 PERIMETER CHANNEL TO NEW

RMU-1 MU-2 PERIMETER CHANNEL

ARCADIS of New York, Inc. 6723 Towpath Road P.O. Box 66 Syracuse, New Yori< TEL. 315.446.9120

5

NYSDEC OHMS Document No. 201469232-00026

§ �10000

I "

Slf-1-6 (CLOSED)

� CV-1 8 DOWNCHUTE

...._.----t-;;;--t--OLLECTION PIPE (SEE NOTE 8)

1.03 __

�

+ EXISTING RIPRAP CHANNEL ACROSS RMU-1 ACCESS ROAD (SEE NOTE 4)

+

RMU-1 (ACTIVE)

�-------��---L. TOWNSHIP LINE

I

200)!( L ___ _

1.

2.

�

3.

4.

5.

� 6.

7.

-----

B.

LEGEND:

---- APPROXIMAlE PROPERTY LINE

-310- PROPOSED INDEX ELEVATION CONTOUR

-426- PROPOSED INlERMEDIAlE ELEVATION CONTOUR

0

CV-1

>--<

OP-3 >-<

x320.0

LP

PROPOSED GRADE BREAK

PROPOSED RISER MANHOLE @ PROPOSED LEACH A lE RISER VAULT

PROPOSED CULVERT AND ID @ PROPOSED PERIMETER DITCH (1\ CULVERT AND ID � PROPOSED SPOT ELEVATION

PROPOSED PERIMElER DITCH LOW POINT

HP PROPOSED PERIMElER DITCH HIGH POINT

FS-1 ... EXAMPLE FLOOR SETTLEMENT CALCULATION POINT

200)!( PERMANENT CONTROL MONUMENT

� �10000 COOROINAlE GRID

�DETAIL REFERENCE NUMBER � DRAWING REFERENCE NUMBER

4--' SECTION REFERENCE

NOTES:

REFER TO DRAWING NO. 2 FOR ADDITIONAL BASE MAP INFORMATION.

PROPOSED GRADES SHOVtN INSIDE OF PERIMElER DITCH ARE TOP OF WASlE GRADES. PROPOSED GRADES WITHIN AND OUTSIDE PERIMElER DITCH N GRA E .

MSE WALL ACCESS RAMPS TO BE DESIGNED/CONSTRUCTED AS NEEDED DURING LANDFlU. OPERA TIOIN.

EXISTING RIPRAP CHANNEL ACROSS RMU-1 PERIMETER BERM ACCESS ROAD COINVEYS RUNOFF FROM RMU-1 PERIMElER CHANNEL TO NEW

RMU-1/RMU-2 PERIMElER CHANNEL

PROPOSED TOP OF WASlE GRADES DO NOT REFLECT LOCAL GRADING PROXIMAlE TO PIPE DOVtNCHUlES. PROPOSED TOP OF WASlE GRADES DO NOT REFLECT EXISlENCE OF INFlL TRA TION CHANNEL AT LANDFIU. PERIMETER.

REFER TO DRAWINGS IN ATTACHMENT 0-1 OF THE OVERAU.

SllE/RMU-1 PERMIT FOR FURTHER DETAIL.

REFER TO DRAWINGS IN ATTACHMENT 0-2 OF THE OVERAU.

SllE/RMU-1 PERMIT FOR FURTHER DETAIL

PERIMElER DITCH OUTLET PIPES AND PORTIOIN OF CENTRAL OOVtNCHUlE PIPE THAT IS WITHIN MSE WALL TO BE INSTALLED CONCURRENT WITH MSE WALI. CONSTRUCTION.

6

NYSDEC OHMS Document No. 201469232-00026