ATTACHMENT 1 Special Use Permit Application and Attachment

Attachment to the Special Use Permit Waste Management of New York

Chaffee Facility – Proposed Valley Fill Landfill Expansion This attachment has been prepared to provide further detail in regards to the requirements listed on the Application for Town Board Special Use Permit. Item 2 requires the property to be located on a map or figure. See Attachment 2, Figure 1 for a property location map. The figure identifies the WMNY property lines, the area of the WMNY property that is currently zoned BL, the permitted landfill and soil borrow areas and the location of the Proposed Borrow Valley Fill Landfill Expansion area. Items 2 and 3 require that the record property owner and SBL be listed for each parcel of property located in the area subjected to the permit. Attached is a list of the required information. A total of nine parcels are located in the area subjected to the permit, all of which are listed as owned by CID Landfill Inc. WMNY has sole ownership of CID Landfill Inc.

Record Property Owner

SBL

CID LANDFILL INC 295.00-2-24.12

CID LANDFILL INC 295.00-2-34

CID LANDFILL INC. 295.00-2-35

CID LANDFILL INC 295.00-2-18.1

CID LANDFILL INC 295.00-2-17

CID LANDFILL INC 295.00-2-33

CID LANDFILL INC 295.00-2-11.111

CID LANDFILL INC 295.00-2-9.1

CID LANDFILL INC 295.00-2-1.111

Item 8 requires submittal of four copies of a legal description of the property. See Attachment 3 for the legal description of the WMNY property identified on Figure 1 in Attachment 2. Item 9 requires the submittal of ten copies of a site plan. See Attachment 4:

Figure 2 - Current Facility Site Plan Figure 3 - Currently Permitted Final Cover Grading Plan Figure 4 - Proposed Final Cover Grading Plan Figure 5 - Proposed Valley Fill Section and Details

ATTACHMENT 2 Property Location Map

EAST BORROW AREA

HAND RD.

CLOSED LANDFILL

PROPOSED VALLEY FILL

LANDFILL EXPANSION

AREA DESIGNATED AS BL

ZONED DISTRICT

APPROXIMATE WASTE

MANAGEMENT PROPERTY LINES

WEST BORROW AREA

R

O

U

T

E

1

6

RO

UT

E 16

ALLEN RD.

S

A

V

A

G

E

R

D

.

POWER PRODUCTION PLANT

WESTERN LANDFILL EXPANSION

DWG. NO. 00016-550

PROPERTY LOCATION MAP

FIGURE 1

ERIE COUNTY NEW YORK

McMahon & Mann

Consulting Engineers, P.C.

(716) 834-8932

FAX: (716) 834-8934

2495 MAIN STREET, SUITE 432

BUFFALO, NY 14214

CHAFFEE FACILITY

VALLEY FILL LANDFILL

EXPANSION

ATTACHMENT 3 Legal Property Description

ATTACHMENT 4 Engineering Plans

NOTES:

1. Existing site contours are based on aerial photography dated June 30, 2011 compiled by Aero Metric of

Dulles, Virginia.

2. Property lines are based on surveys performed by Deborah A. Naybor, PLS, P.C. dated June 2001 and

by Gary E. Krull dated March 1994.

3. Survey of delineated wetlands was prepared by Deborah A. Naybor, PLS, P.C. dated August 2001 and

by Wendel Duchscherer Survey dated September 16, 2008.

4. MW-G(D), G(I), G(S), R1A, R3, 7R, 12A, 12B, 14R, 15, 16, 17, 19 to 22, 30 to 33, 50 to 56 and 70 to 72

locations are based on survey completed by Deborah A. Naybor, PLS,PC dated March 2001.

5. MW-2R location is based on survey completed by Deborah A. Naybor, PLS, PC dated April 2002.

6. MW-R4A location is based on letter from Golder Associates dated November 30, 2010.

12. P3-03 and 4-03 locations are based based on survey completed by Wendel Duchscherer

Survey dated August 2003.

13. MW-L(I), L(S), M(I), M(S), N(I), N(S), O(I), O(S), P(I) and P(S) locations are based on

survey completed by Wendel Duchscherer Survey dated August 25, 2005.

14. MWBA-1, 2 and 3 locations are based on survey completed by Wendel Duchscherer

Survey dated November 2009.

15. GP-2, 3, 4, 7, 8, 9, 10A, 11, 12, 13, 14, 15, 16 and 17 locations are based on survey

completed by Deborah A. Naybor, PLS, PC dated March 2001.

16. GP-1R, 5R, and 6, locations are based on survey completed by Wendel Duchscherer

Survey dated September 2003.

7. MW-F location is based on survey completed by Deborah A. Naybor, PLS, PC and submitted in

"Data Report Hydrogeologic Studies, Chaffee Landfill Facility, Chaffee, New York," prepared by

McMahon & Mann Consulting Engineers, PC dated September 2000.

8. MW-16(S) and 33(S) locations are based on survey completed by Deborah A. Naybor, PLS, PC dated

May 2001.

9. MW-1BR, 4CR, 9R, 10R, 11R, 13R, 18BR, 24AR, 24BR, 81, 80A, 80B and 82B locations are based on

survey completed by Wendel Duchscherer Survey and Submitted in "Well Installation Report, Chaffee

Landfill", prepared by Golder Associates Inc. and dated October 2003.

10. OW-1(I), 1(S), 4(I), PW-2B locations are based on survey completed by Wendel Duchscherer Survey

dated November 2001.

11. MWK(I) and K(S) locations are based on survey completed by Wendel Duchscherer Survey dated

December 27, 2007.

17. GP-18 to 27 locations are based on survey locations noted on the installation logs.

18. GP-28 location is based on survey provided by Golder Associates dated August 15, 2011.

19. GP-29 is yet to be installed.

20. BH 1-12 and 2-12 locations are based on survey performed by WMNY on February 23,

2012. Borings were performed to confirm clay till depth.

MW-F

OW-4(I)

GCW 37

NYSDEC WETLAND

SD-1

MW-33

GCW 41R

MW-16

MW-15

MW-16(S)

MW-O(I)

MW-O(S)

MW-L(I)

MW-L(S)

MW-P(I)

MW-P(S)

MW-M(I)

MW-M(S)

MW-17

MW-18BR

MW-N(I)

MW-N(S)

GP-10A

MW-12A

MW-12B

GP-11

MW-10R

MW-80A

MW-80B

GP-12

GP-13

MW-14RMW-7R

MW-19

MW-22

MW-21

GP-14

EW-101

GCW 49R

GCW 34R

GCW 16

GCW 17

GCW 35R

GCW 19

GCW 36

GCW 20

EW-103

EW-102

GCW 18

GP-9

GP-8

CURRENT WESTERN

EXPANSION LIMIT

GP-7

GCW 37

GCW 21R

GCW 38R

3" PORT

3" PORT

GCW 47R2

GCW 42R

GCW 44R

GCW 30R

MW-30

MW-31

MW-32

AC

CE

SS

R

OA

D

MW-K(S)

SEDIMENTATION

BASIN #2

SEDIMENTATION

BASIN #3

GP-5R

MW-4CR

MW-R4A

GP-6

GCW 22R

3" PORT

GCW 39R

GCW 23R

GCW 1R

GCW 2R

3" PORT

GCW 3R (NEW)

GCW 24R

3" PORT

GCW 3R (PUMPING WELL)

GCW 4R

3" PORT

3" PORT

GCW 26R

3" PORT

GCW 25R

GCW 40R

GCW 43R

3" PORT

GCW 28R

3" PORT

GCW 27R

3" PORT

GCW 5R

GCW 6R

GCW 7R

GCW 8R

GP-16

GP-15

MW-G(D)

MW-G(S)

MW-G(I)

MWBA-3

MWBA-2

MWBA-1

MW-56

MW-55

MW-51

MW-52

MW-53

MW-70

MW-71

MW-72

MW-F

GP-17

GP-4

AC

CE

SS

RO

AD

MW-R3

GP-3

MW-1BR

MW-R1A

GP-1R

NYSDEC WETLAND AR-11

NYSDEC 100' WETLAND

BUFFER

SCALE HOUSE

ROLLOFF STORAGE AREA

RECYCLING CENTER

SITE ACCESS GATE

GARAGE

OFFICE

NYSDEC 100'

WETLAND BUFFER

NYSDEC 100'

WETLAND

BUFFER

MW-33(S)

OW-4(I)

NYSDEC

WETLAND SD-1

CONSTRUCTED

CELL 6

CONSTRUCTED

CELL 4

CONSTRUCTED

CELL 5

CONSTRUCTED

CELL 3

FUTURE

CELL 1

FUTURE

CELL 2

OVERLINER

CELL 2

ACCESS ROAD

ACCESS ROAD

R

O

U

T

E

1

6

OVERLINER

CELL 1

REV 5

REV 4

REV 3

REV 2

REV 1

CURRENT FACILITY SITE

CHAFFEE FACILITY

VALLEY FILL EXPANSION

2495 MAIN STREET, SUITE 432

Consulting Engineers, P.C.

McMahon & Mann

BUFFALO, NY 14214

ERIE COUNTY

FAX: (716) 834-8934

(716) 834-8932

NEW YORK

NOTE:

UNAUTHORIZED ALTERATION OR ADDITION

TO ANY SURVEY, DRAWING, DESIGN,

SPECIFICATION, PLAN, OR REPORT IS A

VIOLATION OF SECTION 7209 PROVISION 2 OF

THE NEW YORK STATE EDUCATION LAW.

PLAN

EXISTING CONDITIONS PLAN

SCALE: 1" = 200'

SCALE: 1" = 200'

0 100 200200

M.J.M.

1" = 200

00016-512c

DESIGNED BY:

OCTOBER 2012

2

DWG. NO.

FIGURE

JOB NO.

DATE:

SCALE:

00-016

CHECKED BY:

0REVISION NUMBER -

A.J.N.

A.J.N.DRAWN BY:

2 2

1

MW-33

MW-G(S)

MW-G(D)

MW-G(I)

MW-F

EW-101

EW-102

3" PORT

3" PORT

3" PORT

3" PORT

3" PORT

3" PORT

3" PORT

3" PORT

3" PORT

3" PORT

3" PORT

AC

CE

SS

R

OA

D

SEDIMENTATION

BASIN #2

ACCESS ROAD

NYSDEC WETLAND AR-11

NYSDEC 100' WETLAND

BUFFER

GP-5R

MW-4CR

MW-R4A

GP-4

MW-K(S)

MW-30

MW-31

MW-32

MW-O(S)

MW-O(I)

MW-15

MW-16

MW-16(S)

MW-L(I)

MW-L(S)

MW-P(I)

MW-P(S)

MW-M(S)

MW-N(I)

MW-N(S)

GP-10A

MW-12A

MW-12B

GP-11

MW-80B

MW-80A

MW-10R

GP-12

GP-13

MW-14RMW-7R

GP-14

GP-15

GP-16

GP-17

MW-19

MW-22

MW-21

MW-72

MW-71

MW-70

MW-55

MW-56

MW-51

MW-52

MW-53

GP-1R

MW-R1A

MW-1BR

MW-R3

GP-3

MWBA-3

MWBA-2

MWBA-1

MW-33(S)

OW-4(I)

1

5

1

0

NYSDEC WETLAND

SD-1

NYSDEC 100'

WETLAND

BUFFER

SEDIMENTATION

BASIN #3

ACCESS ROAD

GCW 1R

GCW 23R

GCW 3R (PUMPING WELL)

GCW 4R

GCW 3R (NEW)

GCW 2R

GCW 16

GCW 34R

GCW 17

GCW 18

GCW 35R

GCW 19

GCW 36

GCW 37

GCW 47R2

GCW 49R

GCW 30R

GCW 21R

GCW 22R

GCW 39R

GCW 38R

GCW 40R

GCW 42R

GCW 43R

GCW 44R

GCW 28R

GCW 24R

GCW 25R

GCW 26R

GCW 41R

GCW 27R

GCW 8R

GCW 7R

GCW 5R

GCW 6R

GCW 20

NYSDEC 100'

WETLAND BUFFER

NYSDEC

WETLAND SD-1

AC

CE

SS

RO

AD

SCALE HOUSE

ROLLOFF STORAGE AREA

R

O

U

T

E

1

6

GARAGE

SITE ACCESS GATE

OFFICE

EW-103

MW-M(I)

MW-17

MW-18BR

53

1

53

1

A

C

C

E

S

S

R

O

A

D

NOTES:

1. Existing site contours are based on aerial photography dated June 30, 2011 compiled by Aero Metric of

Dulles, Virginia.

2. Property lines are based on surveys performed by Deborah A. Naybor, PLS, P.C. dated June 2001 and

by Gary E. Krull dated March 1994.

3. Survey of delineated wetlands was prepared by Deborah A. Naybor, PLS, P.C. dated August 2001 and

by Wendel Duchscherer Survey dated September 16, 2008.

4. See Figure 2 "Current Facility Site Plan" for notes regarding monitoring wells and gas probe

locations.

MW-F

OW-4(I)

GCW 37

REV 5

REV 4

REV 3

REV 2

REV 1

CURRENTLY PERMITTED

CHAFFEE FACILITY

VALLEY FILL EXPANSION

2495 MAIN STREET, SUITE 432

Consulting Engineers, P.C.

McMahon & Mann

BUFFALO, NY 14214

ERIE COUNTY

FAX: (716) 834-8934

(716) 834-8932

NEW YORK

NOTE:

UNAUTHORIZED ALTERATION OR ADDITION

TO ANY SURVEY, DRAWING, DESIGN,

SPECIFICATION, PLAN, OR REPORT IS A

VIOLATION OF SECTION 7209 PROVISION 2 OF

THE NEW YORK STATE EDUCATION LAW.

FINAL COVER GRADING PLAN

PERMITED FINAL COVER GRADING PLAN

SCALE: 1" = 200'

SCALE: 1" = 200'

0 100 200200

3 3

1

M.J.M.

1" = 200'

00016-551

DESIGNED BY:

OCTOBER 2012

3

DWG. NO.

FIGURE

JOB NO.

DATE:

SCALE:

00-016

CHECKED BY:

0REVISION NUMBER -

A.J.N.

A.J.N.DRAWN BY:

MW-F

OW-4(I)

NOTES:

1. Existing site contours are based on aerial photography dated June

30, 2011 compiled by Aero Metric of Dulles, Virginia.

2. Property lines are based on surveys performed by Deborah A.

Naybor, PLS, P.C. dated June 2001 and by Gary E. Krull dated

March 1994.

3. Survey of delineated wetlands was prepared by Deborah A. Naybor,

PLS, P.C. dated August 2001 and by Wendel Duchscherer Survey

dated September 16, 2008.

4. See Figure 2 "Current Facility Site Plan" for notes regarding

monitoring wells and gas probe locations.

MW-G(S)

MW-G(D)

MW-G(I)

MW-1BR

MW-R4A

MW-4CR

MW-R3

MW-R1A

MW-7R

MW-14R

MW-10R

MW-12B

MW-12A

MW-L(S)

MW-L(I)

MW-P(I)

MW-P(S)

MW-M(I)

MW-M(S)

MW-17

MW-18BR

MW-N(I)

MW-N(S)

MW-21

MW-22

MW-19

NYSDEC

WETLAND SD-1

AC

CE

SS

R

OA

D

NYSDEC 100'

WETLAND BUFFER

ACCESS ROAD

CURRENT WESTERN

EXPANSION LIMIT

ACCESS ROAD

53

1

53

1

1658

1656

1654

1652

1654

1652

1648

1646

1648

1646

1642

1644

1642

1644

MW-K(S)

LEACHATE COLLECTION SUMP #5

REV 5

REV 4

REV 3

REV 2

REV 1

PROPOSED FINAL

CHAFFEE FACILITY

VALLEY FILL EXPANSION

2495 MAIN STREET, SUITE 432

Consulting Engineers, P.C.

McMahon & Mann

BUFFALO, NY 14214

ERIE COUNTY

FAX: (716) 834-8934

(716) 834-8932

NEW YORK

NOTE:

UNAUTHORIZED ALTERATION OR ADDITION

TO ANY SURVEY, DRAWING, DESIGN,

SPECIFICATION, PLAN, OR REPORT IS A

VIOLATION OF SECTION 7209 PROVISION 2 OF

THE NEW YORK STATE EDUCATION LAW.

COVER GRADING PLAN

PROPOSED FINAL COVER GRADING PLAN

SCALE: 1" = 120'

SCALE: 1" = 120'

0 60' 120'120'

M.J.M.

1" = 120'

00016-552

DESIGNED BY:

OCTOBER 2012

4

DWG. NO.

FIGURE

JOB NO.

DATE:

SCALE:

000-16

CHECKED BY:

0REVISION NUMBER -

A.J.N.

A.J.N.DRAWN BY:

4 4

1

WESTERN LANDFILL EXPANSION

PROPOSED VALLEY FILL EXPANSION

EXISTING GROUND SURFACE

PROPOSED VALLEY FILL EXPANSION

FINAL COVER (SEE FIGURE 4)

CURRENTLY PERMITTED WESTERN

EXPANSION FINAL COVER (SEE FIGURE 3)

PERMITTED SUBGRADE SURFACE

PROPOSED SUBGRADE SURFACE

PERIMETER CLAY BERM

CLOSED LANDFILL WASTECLOSED LANDFILL WASTE

APPROXIMATE BOTTOM OF

CLOSED LANDFILL

CLAY TILL SOIL

EMBANKMENT FILL

SUPPORT

BERM FILL

WEST EAST

MAXIMUM

ELEVATION 1658

SAND AND GRAVEL WITH SILT AND CLAYEY SILT ZONES

3 5

1

SCALE: 1" = 40'

VALLEY FILL SECTION (WEST TO EAST)

6"

24"

18"

WASTE

SUITABLE SOIL

GAS VENTING LAYER

LOW PERMEABLE BARRIER SOIL

GEOMEMBRANE LINER

DRAINAGE LAYER

BARRIER PROTECTION SOIL

TOPSOIL

VEGETATION

24" SECONDARY CLAY LINER

GEOSYNTHETIC GAS VENTING LAYER

GEOSYNTHETIC DRAINAGE LAYER

24" BARRIER PROTECTION SOIL

SECONDARY GEOCOMPOSITE

LEACHATE COLLECTION LAYER

24" PRIMARY LEACHATE

COLLECTION LAYER

60 MIL TEXTURED HDPE

SECONDARY LINER

60 MIL TEXTURED HDPE

PRIMARY LINER

CUSHION GEOTEXTILE

6" SUBGRADE SOIL

CLOSED LANDFILL WASTE

TYPICAL LANDFILL LINER SECTION OVER SOIL SUBGRADE

TYPICAL LANDFILL LINER SECTION OVER CAP

TYPICAL LANDFILL FINAL COVER SECTION

60 MIL TEXTURED HDPE

SECONDARY LINER

60 MIL TEXTURED HDPE

PRIMARY LINER

CUSHION GEOTEXTILE

SECONDARY GEOCOMPOSITE

LEACHATE COLLECTION LAYER

24" PRIMARY LEACHATE

COLLECTION LAYER

24" SECONDARY CLAY LINER

PREPARED SUBGRADE SURFACE

REV 5

REV 4

REV 3

REV 2

REV 1

2495 MAIN STREET, SUITE 432

Consulting Engineers, P.C.

McMahon & Mann

BUFFALO, NY 14214

ERIE COUNTY

FAX: (716) 834-8934

(716) 834-8932

NEW YORK

NOTE:

UNAUTHORIZED ALTERATION OR ADDITION

TO ANY SURVEY, DRAWING, DESIGN,

SPECIFICATION, PLAN, OR REPORT IS A

VIOLATION OF SECTION 7209 PROVISION 2 OF

THE NEW YORK STATE EDUCATION LAW.

M.J.M.

AS NOTED

00016-553

DESIGNED BY:

OCTOBER 2012

5

DWG. NO.

FIGURE

JOB NO.

DATE:

SCALE:

00-016

CHECKED BY:

0REVISION NUMBER -

A.J.N.

C.R.G.DRAWN BY:

PROPOSED VALLEY FILL

CHAFFEE FACILITY

VALLEY FILL EXPANSION

SECTION AND DETAILS

ATTACHMENT 5 General Considerations for Site Plan Review

General Considerations for Site Plan Review Waste Management of New York

Chaffee Facility – Proposed Valley Fill Landfill Expansion The Town of Sardinia Zoning Ordinance Section 115-30.5 “Standards for Review” includes a list of items for general consideration in review of the site plan. The following identifies the location where the required information is included on the attachments. 1. Location, arrangement, size, design and general site compatibility of buildings, lighting and signs.

Applicable Not Applicable Description if Applicable

2. Adequacy and arrangement of vehicular traffic access and circulation, including intersections, road widths, pavement surfaces, dividers and traffic controls.

Applicable Not Applicable Description if Applicable

3. Location, arrangement, appearance and sufficiency of off street parking, loading and drive thru lane stacking.

Applicable Not Applicable Description if Applicable

4. Adequacy and arrangement of pedestrian traffic access and circulation, pedestrian walks and walkway structures, control of intersections and vehicular traffic and overall pedestrian mobility and convenience.

Applicable Not Applicable Description if Applicable

5. Adequacy of storm water and drainage facilities.

Applicable Not Applicable Description if Applicable The Proposed Valley Fill Expansion stormwater will be directed to the existing storm water basins, which were sized and designed following the New York State Stormwater Management Design Manual. See Attachment 4, Figure 2 for basin locations and Figure 4 for final grading plan.

6. Adequacy of water supply and sewage disposal facilities.

Applicable Not Applicable Description if Applicable

7. Adequacy, type and arrangement of trees, shrubs, and other landscaping constituting a visual and/or noise buffer between adjoining lands, including the maximum retention of existing vegetation.

Applicable Not Applicable Description if Applicable Landscaping along Hand Road was completed as part of the Western Landfill Expansion. No additional perimeter landscaping is planned, final landfill covers will be seeded with various grass

mixtures. 8. Adequacy of fire lanes and other emergency zones and the provision of fire hydrants.

Applicable Not Applicable Description if Applicable

9. Special attention to the adequacy and impact of structures, roadways, and landscaping in areas with susceptibility to ponding, flooding and/or erosion.

Applicable Not Applicable Description if Applicable The site is not located in a State or Federal Wetland, FEMA designated floodplain or Steep Slope Area as designated on the Town of Sardinia Conservation Protection Overlay Map included in the Zoning Ordinance adopted October 12, 2005.

10. Overall impact on the neighborhood including compatibility of design considerations.

Applicable Not Applicable Description if Applicable SEQR was completed as part of the Western Landfill Expansion process. See March 2005 DEIS and November 2006 FEIS.

11. The provision of open space within multifamily and manufactured home parks for the recreational needs of the residents of such developments.

Applicable Not Applicable Description if Applicable