COPYRIGHT © 2019

SOLAR PHOTOVOLTAIC PLANTS2150 Dryden Road

Dryden, New York 13068

Distribution UtilityNew York State Electric and Gas, Corp.

PROJECT LOCATION

SOLA

R PH

OTOV

OLTA

IC P

LANT

SJA

NUAR

Y 28

, 201

9

CODES AND REGULATIONSNEC 2014

NYS Standard Interconnection Requirements

Town of Dryden Building Code

Town of Dryden Site Plan Review

Town of Dryden Solar Law

Town of Dryden Subdivision Law

Town of Dryden Resolution 102 and 111.

SHEET INDEX

C-100 TITLE SHEET

C-101 EXISTING SITE PLAN

C-201 PROPOSED SITE PLAN

C-202 TREE REMOVAL PLAN

C-401 EROSION AND SEDIMENT CONTROL PLAN

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

L-101 LANDSCAPE PLAN

BUILDING PERMIT SET

JANUARY 28, 2019SUBMITTED TO

Town of Dryden, Tompkins County

LANDOWNER: SCOTT PINNEYT.A. 38.0-1-3.11T.A. 38.0-1-3.12T.A. 38.0-1-3.13T.A. 38.0-1-3.14T.A. 38.0-1-3.15

DEVELOPER:DRYDEN-TOMPKINS SOLAR II, LLC

C/O Distributed Sun LLC601 13th St. NWSuite 450 South

Washington, DC 20005

Contact: Bharath Srinivasan Bharath@distributedsun.com

Engineer: Dan WalkerLabella Associates D.P.C.

Job No. 2190562

300 State Street, Suite 201Rochester, NY 14614585-454-6110

labellapc.com

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GEOR

GE R

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N.Y.S. ROUTE 13

(DRYDEN ROAD)

R/W

R/W

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RADIAL BEARING =

S 50°34'03" W

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394.40'

N86°51'00"E

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EXISTING PATH

100 YEAR FLOOD PLAIN

WOODED AREA OUTLINE

MAJOR CONTOUR LINE

MINOR CONTOUR LINERIGHT OF WAY

PROPERTY LINE

LEGEND

WETLAND

DELINEATED WETLAND AREAS PER AQUATICRESOURCES REPORT DATED APRIL 2017

C-101

1 EXISTING SITE PLANSCALE: 1" = 200'

N

DRAWING NAME:

It is a violation of New York Education Law

Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect,

professional engineer, or land surveyor, to alter

an item in any way. If an item bearing the seal of

an architect, engineer, or land surveyor is

altered; the altering architect, engineer, or land

surveyor shall affix to the item their seal and

notation "altered by" followed by their signature

and date of such alteration, and a specific

description of the alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

2150 DRYDEN ROADPV PROJECT

DRYDEN, NY 13068

DRYDEN-TOMPKINSSOLAR II, LLCC/O Distributed Sun LLC

601 13th St NWSuite 450 South

Washington, DC 20005

2190562

JANUARY 28, 2019

ISSUED FOR PERMIT

TAP

DW

© 2019 LaBella Associates

REVISIONS

NO: DATE: DESCRIPTION:

- - -

Date

& T

ime:

1/3

0/20

19 7

:23

PM B

y: P

etra

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0562

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300 State Street, Suite 201Rochester, NY 14614585-454-6110

labellapc.com

C-101

EXISTING SITE PLAN

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5

4

3

2

1

126' ±

176'

±

100' ±

136'

±

114'

184'±

15'x20' CONC. PAD

15'x20' CONC. PAD

15'x20' CONC. PAD

AGRICULTURAL FENCE

AGRICULTURAL FENCE

AGRICULTURAL FENCE

AGRICULTURAL FENCE

AGRICULTURAL FENCE

15'x20' CONC. PAD

STAGINGAREA

15'x20' CONC. PAD

WILD LIFE CORRIDOR MIN. 15' WIDE

WILD LIFE CORRIDOR MIN. 15' WIDE

GATE, PROVIDE KNOX-BOX

GATE, PROVIDE KNOX-BOX

GATE,PROVIDEKNOX-BOX

GATE, PROVIDEKNOX-BOXES

GATE

30' WIDEVERIZON

WIRELESSEASEMENT

59'

GATE, PROVIDEKNOX-BOX ANDNEW ACCESS ROAD

12' ACCESS FROM PRIMARYROW TO ARRAY #4

12' ACCESS FROM PRIMARYROW TO ARRAY #1

ADDITIONAL ROWS OF MODULESPROPOSED BASED ON

NORTHERN TOWER LOCATION

PROPOSED SIGNSMINIMUM 15' FROM ROW

100' x 40' TURN AROUND

50'SETBACK

50'SETBACK

50'SETBACK

50'SETBACK

50'SETBACK

50'SETBACK

50'

SETBACK

GATE, PROVIDEKNOX-BOXES

VEGETATIVE BARRIER SEE LANDSCAPE PLAN L-101

VEGETATIVE BARRIERSEE LANDSCAPEPLAN L-101

PROPOSED POINTOF COMMON COUPLING

(PCC) TO NYSEG

PROPOSEDELECTRICAL WIRES

OVER VIRGIL CREEK

GEOR

GE R

OAD

N.Y.S. ROUTE 13

(DRYDEN ROAD)

R/W

R/W

R/W

R/W

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EXISTING PATH

WOODED AREA OUTLINE

LEGEND

PROPOSED PV MODULES

AGRICULTURAL FENCE

PROPOSED CONCRETE PAD

PROPOSED SILT FENCE

PROPOSED UNDERGROUND ELECTRICAL

PROPOSED GRAVEL ACCESS ROAD

5 SITE NUMBER

PROPOSED VEGETATIVE BARRIER

100 YEAR FLOOD PLAIN

RIGHT OF WAY

PROPERTY LINE

C-201

1 PROPOSED SITE PLANSCALE: 1" = 200'

N

DRAWING NAME:

It is a violation of New York Education Law

Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect,

professional engineer, or land surveyor, to alter

an item in any way. If an item bearing the seal of

an architect, engineer, or land surveyor is

altered; the altering architect, engineer, or land

surveyor shall affix to the item their seal and

notation "altered by" followed by their signature

and date of such alteration, and a specific

description of the alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

2150 DRYDEN ROADPV PROJECT

DRYDEN, NY 13068

DRYDEN-TOMPKINSSOLAR II, LLCC/O Distributed Sun LLC

601 13th St NWSuite 450 South

Washington, DC 20005

2190562

JANUARY 28, 2019

ISSUED FOR PERMIT

TAP

DW

© 2019 LaBella Associates

REVISIONS

NO: DATE: DESCRIPTION:

- - -

Date

& T

ime:

1/3

1/20

19 1

1:53

AM

By:

Pet

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300 State Street, Suite 201Rochester, NY 14614585-454-6110

labellapc.com

C-201

PROPOSED SITE PLAN

NOTE:

1. HOURS OF CONSTRUCTION AND EQUIPMENT OPERATION SHOULDBE LIMITED BETWEEN 7 AM AND 6 PM ON WEEKDAYS ONLY.

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W3a

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W4a

W4a

W4a

W4a

W4a

W4a

W1a

LIMIT OF TREE CUTTING

LIMIT OF TREE CUTTING

LIMIT OF TREECUTTING

LIMIT OF TREECUTTING

LIMIT OF TREECUTTING

SELECTIVE CLEARING WILL BEPERFORMED ONLY TO MANAGESHADE OR FALL HAZARD

LIMIT OF TREECUTTING

LIMIT OF TREE CUTTING

TREE CUTTING ( ATOVERHEAD ELEC. CROSSING)

TC-1

TC-2

TC-3

TC-4

TC-5

TC-6

TC-7

TC-9

TC-8

5

4

3

2

1

STAGINGAREA

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GEOR

GE R

OAD

N.Y.S. ROUTE 13

(DRYDEN ROAD)

R/W

R/W

R/W

R/W

P

L

P

L

P

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R/W

R/W

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EXISTING PATH

WOODED AREA OUTLINE

MAJOR CONTOUR LINE

LEGEND

100 YEAR FLOOD PLAIN

RIGHT OF WAY

PROPERTY LINE

WETLAND

C-202

1 TREE REMOVAL PLANSCALE: 1" = 200'

N

VEGETATIONMANAGEMENT AREAS

DRAWING NAME:

It is a violation of New York Education Law

Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect,

professional engineer, or land surveyor, to alter

an item in any way. If an item bearing the seal of

an architect, engineer, or land surveyor is

altered; the altering architect, engineer, or land

surveyor shall affix to the item their seal and

notation "altered by" followed by their signature

and date of such alteration, and a specific

description of the alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

2150 DRYDEN ROADPV PROJECT

DRYDEN, NY 13068

DRYDEN-TOMPKINSSOLAR II, LLCC/O Distributed Sun LLC

601 13th St NWSuite 450 South

Washington, DC 20005

2190562

JANUARY 28, 2019

ISSUED FOR PERMIT

TAP

DW

© 2019 LaBella Associates

REVISIONS

NO: DATE: DESCRIPTION:

- - -

Date

& T

ime:

1/3

1/20

19 1

0:59

AM

By:

Pet

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300 State Street, Suite 201Rochester, NY 14614585-454-6110

labellapc.com

C-202

TREE REMOVAL PLAN

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EXISTING PATH

100 YEAR FLOOD PLAIN

WOODED AREA OUTLINE

MAJOR CONTOUR LINE

MINOR CONTOUR LINERIGHT OF WAY

PROPERTY LINE

LEGEND

WETLAND

AGRICULTURAL FENCE

PROPOSED SILT FENCE

5

C-401

1 EROSION AND SEDIMENT CONTROL PLANSCALE: 1" = 200'

N

DRAWING NAME:

It is a violation of New York Education Law

Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect,

professional engineer, or land surveyor, to alter

an item in any way. If an item bearing the seal of

an architect, engineer, or land surveyor is

altered; the altering architect, engineer, or land

surveyor shall affix to the item their seal and

notation "altered by" followed by their signature

and date of such alteration, and a specific

description of the alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

2150 DRYDEN ROADPV PROJECT

DRYDEN, NY 13068

DRYDEN-TOMPKINSSOLAR II, LLCC/O Distributed Sun LLC

601 13th St NWSuite 450 South

Washington, DC 20005

2190562

JANUARY 28, 2019

ISSUED FOR PERMIT

TAP

DW

© 2019 LaBella Associates

REVISIONS

NO: DATE: DESCRIPTION:

- - -

Date

& T

ime:

1/3

0/20

19 7

:26

PM B

y: P

etra

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300 State Street, Suite 201Rochester, NY 14614585-454-6110

labellapc.com

C-401

EROSION AND SEDIMENTCONTROL PLAN

TYPICAL SOLAR PANEL

TYPICAL CENTRAL INVERTER

TYPICAL CONSTRUCTION SIGN TYPICAL PERMANENT SIGN

TRENCH DETAILVEGETATIVE BARRIER DETAIL

10'

5'

SEE PLAN SHEETL-101 FOR SPECIES

ACCESS PATH DETAIL

16"

20'

15'

4"10"

PLAN VIEW

SECTION VIEWEQUIPMENT SKID NOTES:

22'

17'

TOPSOIL AND SEED (TYP.)

GRAVEL STOP

16" NYSDOT TYPE 2CRUSHED GRAVEL

MIRAFI 500X GEOTEXTILESCARIFY SUB-GRADE

NATIVE SOIL

GRAVEL EXTENTS

EXTENTS OFCONCRETE PAD

1. ALL ELECTRICAL EQUIPMENT IS TO BE SITUATED ON A CONCRETE PAD AS SHOWNON THE SITE PLANS.

2. CONCRETE STRENGTH: CLASS B CONCRETE. CONTRACTOR SHALL ALLOW 3 DAYSCURING TIME PRIOR TO INSTALLATION OF EQUIPMENT ON CONCRETE PAD.

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, Fy=65,000 PSI, AND SHALLBE HOT-DIPPED GALVANIZED OR EPOXY COATED AFTER FABRICATION TO PRODUCEA CLASS 2 COATING EQUAL TO THAT SPECIFIED IN ASTM A641.

4. ANCHOR BOLTS SHALL BE DRILLED AND SET IN FIELD AFTER INSTALLATION ONFOOTING AS PER MANUFACTURER'S SPECIFICATIONS.

5. LOCATION OF ALL ELECTRICAL EQUIPMENT AND CONCRETE PADS SHALL BEAPPROVED BY THE OWNER PRIOR TO CONSTRUCTION.

6. COMPACTED STONE SHALL BE NYSDOT TYPE 2 CRUSHED GRAVEL OR APPROVEDEQUAL BY THE ENGINEER OF RECORD.

7. ANCHOR BOLTS SHALL BE 12" DIA. HILTI HSE ADHESIVE ANCHOR RODS WITH 4-1/2"EMBEDMENT DEPTH OR APPROVED EQUAL.

8. REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60.9. VERIFY ALL DIMENSIONS WITH THOSE ON EQUIPMENT SKID SHOP DRAWINGS AND

ADJUST ACCORDINGLY. LOCATE CHASES AND CONDUIT STUB-UPS PER EQUIPMENTSKID SHOP DRAWINGS.

GRADE 60 REBAR

4' x 8' SIGN SIZE 4' x 8' SIGN SIZE

CONCRETE PAD DETAIL

NOTES:

1. THE TOPSOIL REMOVED FOR TRENCHING SHALL BE STOCKED PILED AND PLACED BACK ONTHE TOP OF THE TRENCH AFTER THE INSTALLATION OF THE CONDUIT/CABLES.

2. TRENCHING FOR UNDERGROUND ELECTRIC CABLES OR CONDUITS IN AGRICULTURAL FIELDSSHALL FOLLOW THE NYS DEPARTMENT OF AGRICULTURE AND MARKETS “MINIMUMCONSTRUCTION STANDARDS FOR WATER/SEWER TRANSMISSION MAINS LOCATED WHOLLYOR PARTIALLY IN AN AGRICULTURAL DISTRICT”.

1-5/8" SS-20 H.D. GALV.PIPE BRACE RAIL

TERMINAL POSTS 5-6"DIA. x 12' SYP.PRESSURE TREATED BRACE POSTS

4-5" DIA. x 12'SYP. PRESSURETREATED

LINE POSTS 4-5"DIA. x 12' SYP.PRESSURETREATED

GALV. DIAGONALBRACE CABLE

6' HIGH FENCE

20/72/6 X 12 12 GA GALV.FIXED-KNOT WOVEN WIRESTAPLED AT EACH POSTWITH 2" GALV. STAPLES

COMPACTEDEARTH

44"

44"

44"

15' LINE POST SPACING10' TERMINAL/BRACE POST SPACING

12" 10"

N.T.S.C-501

2 AGRICULTURAL FENCE DETAIL

10 GA GALV.TOP WIRE

N.T.S.C-501

1

DRAWING NAME:

It is a violation of New York Education Law

Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect,

professional engineer, or land surveyor, to alter

an item in any way. If an item bearing the seal of

an architect, engineer, or land surveyor is

altered; the altering architect, engineer, or land

surveyor shall affix to the item their seal and

notation "altered by" followed by their signature

and date of such alteration, and a specific

description of the alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

2150 DRYDEN ROADPV PROJECT

DRYDEN, NY 13068

DRYDEN-TOMPKINSSOLAR II, LLCC/O Distributed Sun LLC

601 13th St NWSuite 450 South

Washington, DC 20005

2190562

JANUARY 28, 2019

ISSUED FOR PERMIT

TAP

DW

© 2019 LaBella Associates

REVISIONS

NO: DATE: DESCRIPTION:

- - -

Date

& T

ime:

1/3

1/20

19 1

1:58

AM

By:

Pet

ranc

huk,

Tim

Path

: I:\D

ryde

n-To

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ins

Sola

r II\2

1905

62 -

Bldg

Per

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App

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ce\D

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\Civ

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0-20

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300 State Street, Suite 201Rochester, NY 14614585-454-6110

labellapc.com

N.T.S.C-501

3

N.T.S.C-501

4N.T.S.C-501

5

N.T.S.C-501

6

N.T.S.C-501

7N.T.S.C-501

8N.T.S.C-501

9

C-501

CONSTRUCTIONDETAILS

DRYDEN-TOMPKINSSOLAR II, LLC

DRYDEN-TOMPKINSSOLAR II, LLC

SUBGRADE SHALL BECOMPACTED TO 95%MODIFIED PROCTOR DENSITY

GEOTEXTILE FABRICMIRAFI 500X OR EQUIVALENT

8" SUBBASE COURSENYSDOT ITEM 304.15

3H ON 1V MAX3H ON 1V MAX

20°

TABLE WITH MODULES SIDE ELEVATION SLOPE VARIES

5 x 7RACKINGSYSTEM

REFERENCE DATUMBELOW LEADING EDGE

MAX

. 8' O

N LE

VEL

GROU

ND

LENGTH OFLEGS VARIES

N.T.S.C-502

1

SECTION VIEW

PLAN VIEW

TEMPORARY CONSTRUCTION ACCESS TYPICAL WOOD MAT

4" x 4" WOOD POSTS

GALVANIZED STEEL CABLE AS REQUIRED

2'

2'

10'

CONNECT LOOPS WITH CABLE CLAMPS

TRANSITION AS REQUIRED

NOTES:

1. TIMBER MATS SHALL BE CONSTRUCTED OF HARDWOOD, DOUGLAS FIR, HEMLOCK ORAPPROVED EQUAL.

2. WOODEN MATS SHALL NOT BE SUBJECT TO LOADS EXCEEDING 100,000 LBS.

N.T.S.C-502

2

NO. 12 GALV. PLIABLE STEEL WIRE (TWIST TOTIGHTEN)(ALLOW FOR SOME SWAY) - 2 STRANDS

2"X2" STAKE (THREE SIDES)

3" MULCH

UNDISTURBED EARTHLOAMY TOPSOIL MIXTURE: 4PARTS TOPSOIL, 1 PART ALL-GROCOMPOST MIX

2"X4"X48" WOODSTAKES: NOTCHED

EARTH SAUCER

WEED BARRIERFLAGGING

RODENT GUARD

24" 60°

3"

AS PERA.A.N.

STANDARDS

NOTES:

1. EXCAVATION FOR ROOT BALL SHALL BE 3 TIMES THEDIAMETER OF THE ROOT BALL.

2. STAKING: FOR ALL TREES 4" CALIPER OR LESS. REMOVESTAKES ONE YEAR AFTER PLANTING.

3. USE 8' STAKES DRIVE 4' BELOW GROUND SURFACE.

4. GUYING: FOR ALL EVERGREEN TREES AND ALL TREESTALLER THAN 12'. USE SAME WIRE AS FOR STAKING. USETHREE PER TREE, EQUALLY SPACED. DO NOT TWIST WIRETO TIGHTEN: USE 1/2"X6" TURNBUCKLE.

5. ROOT COLLAR TO BE SLIGHLY ABOVE SURROUNDINGGRADE.

6. MULCH CAN NOT BE MORE THAN 1" THICK AT ROOTCOLLAR EXTENDING OUT AT LEAST 6" FROM THE BARK,THEN IT CAN BE THICKENED.

7. MULCH IS TO BE PLACED 3 TO 6 INCHES AWAY FROM THETRUNK.

8. KRAFT WRAP PAPER SHALL NOT BE PERMITTED FORRODENT GUARD.

OPTION FOR AREAS WITH GOOD DRAINAGE

SET TRUNK PLUM, LEANSLIGHTLY INTO PREVAILINGWIND

3" POLYPROPYLENE STRAP OR GARDEN HOSE

GUYING: FOR ALL TREES LARGERTHAN 4" CALIPER

FINISHGRADE

TREE PLANTING DETAILN.T.S.C-502

4

16'

8" SUBBASE COURSENYSDOT ITEM 304.15

GEOTEXTILE FABRICMIRAFI 500X OR EQUIVALENT

COMMON DRIVEWAY DETAIL

SUBGRADE SHALL BECOMPACTED TO 95%MODIFIED PROCTOR DENSITY

NOTES:

1. DETAIL REFLECTS COMMON DRIVEWAY, IF UPGRADE IS REQUIRED.

2. DRAINAGE FOR COMMON DRIVEWAY WILL BE DESIGNED TO CURRENTNYS SWPPP STANDARDS.

3. A TURN AROUND WILL BE LOCATED AT THE END OF THE COMMONDRIVEWAY, IF UPGRADE IS REQUIRED.

4. THE ENTRANCE/EXIT TO THE PUBLIC HIGHWAY SHALL BECONSTRUCTED LESS THAN 60 FEET.

5. CONSTRUCTION OF THE COMMON DRIVEWAY SHALL BE APPROVED BYTHE TOWN'S ENGINEER BEFORE ANY BUILDING PERMITS ARE ISSUED.

6. IF REQUIRED COMMON DRIVEWAY WILL COMPLY WITH NEW YORKSTATE FIRE CODE 503.2.5 FIRE SERVICE FEATURES AND SECTIOND103 MINIMUM SPECIFICATIONS TO PROVIDE EMERGENCY VEHICLEACCESS. SEE DRAWING C-102 ON DRAWING SET FOR SOLARPHOTOVOLTAIC PLANTS FOR 2150 DRYDEN ROAD SUBMITTED TOTOWN OF DRYDEN.

3H ON 1V MAX 3H ON 1V MAX

COMMON DRIVE SHALLBE CONSTRUCTED TOAASHTO H-20 LOADING.

DRAWING NAME:

It is a violation of New York Education Law

Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect,

professional engineer, or land surveyor, to alter

an item in any way. If an item bearing the seal of

an architect, engineer, or land surveyor is

altered; the altering architect, engineer, or land

surveyor shall affix to the item their seal and

notation "altered by" followed by their signature

and date of such alteration, and a specific

description of the alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

2150 DRYDEN ROADPV PROJECT

DRYDEN, NY 13068

DRYDEN-TOMPKINSSOLAR II, LLCC/O Distributed Sun LLC

601 13th St NWSuite 450 South

Washington, DC 20005

2190562

JANUARY 28, 2019

ISSUED FOR PERMIT

TAP

DW

© 2019 LaBella Associates

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labellapc.com

N.T.S.C-502

3

C-502

CONSTRUCTIONDETAILS

MIN. SLOPEMIN. SLOPE

SLOPE OR LESS12

NOTES:

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1V:2H.3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH

SILT FENCING, THEN STABILIZED WITH VEGETATION OR COVERED.4. SEE SPECIFICATIONS FOR INSTALLATION OF SILT FENCE.

SILT FENCE

TEMPORARY SOIL STOCKPILEN.T.S.C-503

4

PLAN SECTION B-B

BB

STAPLE DETAIL

NOTE:

CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH

CONSTRUCTION SPECIFICATIONS

1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERSAND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.

2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD.TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP.

3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UVRESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL.

4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR

REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER.WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS,REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL ORRECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.

3' T

YP.

4"

2"

10' TYP.

10' T

YP.

18" DIA. STEEL WIRE

CONCRETE WASHOUT AREA WITH STRAW BALESN.T.S.C-503

3

STAPLES(2 PER BALE)

IMPERMEABLESHEETING STRAW BALE

(TYP.)

WOOD ORMETAL STAKES

(2 PER BALE)

BINDING WIRESTRAW BALE

(TYP.)

IMPERMEABLESHEETING

STAKE (TYP.)

SILT FENCEN.T.S.C-503

2STABILIZED CONSTRUCTION ENTRANCE DETAILN.T.S.C-503

1

DRAWING NAME:

It is a violation of New York Education Law

Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect,

professional engineer, or land surveyor, to alter

an item in any way. If an item bearing the seal of

an architect, engineer, or land surveyor is

altered; the altering architect, engineer, or land

surveyor shall affix to the item their seal and

notation "altered by" followed by their signature

and date of such alteration, and a specific

description of the alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

2150 DRYDEN ROADPV PROJECT

DRYDEN, NY 13068

DRYDEN-TOMPKINSSOLAR II, LLCC/O Distributed Sun LLC

601 13th St NWSuite 450 South

Washington, DC 20005

2190562

JANUARY 28, 2019

ISSUED FOR PERMIT

TAP

DW

© 2019 LaBella Associates

REVISIONS

NO: DATE: DESCRIPTION:

- - -

Date

& T

ime:

1/3

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19 7

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300 State Street, Suite 201Rochester, NY 14614585-454-6110

labellapc.com

EROSION & SEDIMENT CONTROL NOTES

1. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) INCLUDES PROJECT PLANS, THE NEW YORK STANDARDS ANDSPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, PLUS THE STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES)GENERAL PERMIT (GP-0-15-002) AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. REFER TO THE PLANS FORLOCATIONS OF POST-CONSTRUCTION INLET PROTECTION AND POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES.

2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH SITE DISTURBANCE ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPPAND THE GENERAL PERMIT (GP-0-15-002), BECOME FAMILIAR WITH THEIR CONTENTS, AND COMPLETE AND SIGN A CONTRACTOR'SCERTIFICATION STATEMENT.

3. THE CONTRACTOR SHALL IMPLEMENT BMP'S AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BEIMPLEMENTED AS DICTATED BY THE SITE CONDITIONS AT NO ADDITIONAL COST TO THE OWNER, THROUGHOUT ALL PHASES OFCONSTRUCTION

4. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, ASAPPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.

5. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GERNERAL PERMIT.

6. THE CONTRACTOR SHALL REVISE, IF NECESSARY, THE LOCATIONS FOR STOCK PILES/STORAGE AREAS, EQUIPMENT MAINTENANCEAND CLEANING AREAS, WASTE DISPOSAL AREAS, AND AREAS FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILETFACILITIES.

7. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLYTREATED OR DISPOSED.

8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN ANDCLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.

9. DUST ON THE SITE MUST BE CONTROLLED. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK TO WATER DOWN CONSTRUCTIONROADS DURING DRY PERIODS TO MINIMIZE DUST GENERATION. THE CONTRACTOR MAY ALSO BE REQUIRED BY THE OWNERSREPRESENTATIVE TO INSTALL ADDITIONAL MEASURES SUCH AS FABRIC ON DOWNWIND FENCES TO CONTROL DUST. THE USE OFMOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.

10. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DISPOSED INTO SEALED CONTAINERS. MATERIALSSHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTODRAINAGE DITCHES OR WATERS OF THE STATE.

11. ALL BMP'S PRESENTED TO THESE PLANS AND IN THE SWPPP SHALL BE INITIATED AS SOON AS PRACTICABLE.

12. ALL DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE MUST BE STABILIZED TEMPORARILY WITH THE USE OFFAST-GERMINATING ANNUAL GRASS-GRAIN VARIETIES, STRAW-HAY MULCH, WOOD CELLULOSE FIBERS, TACKAFIER, NETTING, ORRECP (EROSION CONTROL BLANKETS).

13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLYSTABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED AND/OR VEGETATED NO LATER THAN 14 DAYS AFTER THELAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.

14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO REMOVE THEMAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING ISUSED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THESITE. USE ONLY CONSTRUCTION ENTRANCES DESIGNED ON THIS PLAN TO ACCESS SITE. THE CONSTRUCTION EXITS SHALL BEMAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIREPERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND.

15. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO PUBLIC STREETS OR INTO STORM DRAINS MUSTBE REMOVED IMMEDIATELY. THE CONTRACTOR SHALL SWEEP AND/OR WASH DOWN PUBLIC STREETS AS NECESSARYTHROUGHOUT THE PROJECT.

16. ON-SITE AND OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATIONTHROUGH IMPLEMENTATION OF BMP'S. THE LOCATIONS OF OFF-SITE STOCKPILES AND BORROW AREAS MUST BE NOTED ON THISPLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.

17. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.A BULLDOZER SHOULD TRACK UP AND DOWN SIDE SLOPES (PERPENDICULAR TO CONTOURS) WHERE POSSIBLE.

18. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FORADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANTDISCHARGE.

19. CONTRACTOR TO LIMIT DISTURBANCE OF SITE. NO UNNECESSARY CLEARING AND/OR GRADING SHALL BE PERMITTED.

20. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION INACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SWPPP UNTIL THEY ARE PERMANENTLYSTABILIZED.

21. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN AMOUNT NECESSARY TO COMPLETEFINISHED GRADING OF ALL EXPOSED AREAS. EXCESS TOPSOIL TO REMAIN ON SITE.

22. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL.

23. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATEDPROBLEMS.

24. STOCKPILE AREAS IN ADDITION TO THOSE CURRENTLY SHOWN ON THE PLAN SHALL BE ADDED TO THIS DRAWING AND SHALL BESUBJECT TO THE PROVISIONS OF THE SWPPP.

25. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED,WATERED, AND RESEEDED AS NEEDED.

26. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILTFENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE.

27. ANY TREES REMOVED WITHIN WETLAND AREAS WILL NEED NOTIFICATION TO US ACOE.

28. THE CONTRACTOR SHALL BE RESPONSIBLE TO UPDATE SWPPP AS REQUIRED AND SUBMIT AN NOI.

29. CONTRACTOR WILL ATTEMPT TO REMOVE TREE STUMPS WITHIN THE PROJECT BOUNDARY BY GRINDING IN PLACE. IF THISSOLUTION IS INFEASIBLE, CONTRACTOR WILL NOTIFY THE ENGINEER AND PURSUE A REMOVAL FROM THE LOCATION AND CHIPPINGON SITE.

30. CONTRACTOR WILL RETURN CONSTRUCTION STAGING AREAS AND CONSTRUCTION ACCESS ROADS TO PRE-DEVELOPMENTCONDITIONS BASED ON THE SWPPP.

31. DRAWING C-201 DISPLAYS AC ELECTRICAL TRENCHES. DC TRENCHES WILL BE FIELD FIT AND SUBJECT TO THE SAME TRENCHINGREQUIREMENTS. C-503

CONSTRUCTIONDETAILS

5

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10' MIN.

10' MIN.

DRYDEN ROAD ROUTE 13

INITIAL PLANTING:· THE TREES AND BUSHES WILL BE PLANTED EITHER EARLY TO MIDDLE OF

SPRING OR EARLY TO MIDDLE OF FALL BECAUSE THESE SEASONALTIMEFRAMES PROVIDE MODERATE TEMPERATURES AND NATURAL RAIN.

· FOR THE FIRST TWO WEEKS, THE PLANTS WILL BE WATERED EVERY DAY,EITHER BY THE APPLICANT OR BY NATURE.

· THE INITIAL PLANTINGS WILL BE MULCHED TO HOLD MOISTURE AROUNDTHE BASE, NEUTRALIZE THE TEMPERATURE, AND CONTRIBUTE ORGANICMATTER THROUGH COMPOSTING.

· FOR THE REMAINDER OF THE FIRST MONTH, THE PLANTS CAN BEWATERED ONE TO TWO TIMES PER WEEK.

FIRST YEAR:· PLANTS WILL BE VISUALLY INSPECTED MONTHLY AND ANY HEALTH

PROBLEMS WILL BE ADDRESSED. AFTER TWO YEARS, THE PLANTS AREEXPECTED TO BE VERY WELL ESTABLISHED AND IT IS NOT EXPECTED THATTHEY WILL NEED TO BE WATERED. TREES WILL BE PRUNED ANDTRIMMED ANNUALLY AS NEEDED TO MAINTAIN HEIGHT.

LONG-TERM MAINTENANCE:· SEMI-ANNUAL VISUAL INSPECTIONS OF THE TREES. TREES WILL BE

PRUNED AND TRIMMED ANNUALLY TO MAINTAIN A HEIGHT OFMAXIMUM 26 FT, WHICH WILL PROVIDE ADEQUATE SCREENING ANDPREVENT SHADING ON THE SOLAR PANELS. ADDITIONAL PRUNING WILLBE PERFORMED AS NEEDED TO MAINTAIN HEIGHT. PRUNING ANDTRIMMING WILL BE PLANNED FOR EARLY TO MIDDLE OF SUMMERFOLLOWING THE SPRING TREE GROWTH.

· IF ANY DEAD PLANTS ARE DISCOVERED, REPLACEMENT PLANTINGS WILLBE OF SIMILAR SPECIES AND SIZE AS THE ORIGINAL PLANTINGS. DEADPLANTS WILL BE REPLACED AT THE MOST DESIRABLE TIME OF YEAR FORTHAT SPECIES.

· NATURAL VEGETATIVE SCREENING AS SHOWN ON THE SITE PLAN WILL BEMAINTAINED SIMILARLY AND REPLACED IN THE CASE OF FAILURE, IFFAILURE IS A RESULT OF TRIMMING AND RESULTS IN ADVERSE VISUALIMPACTS.

L-101

1 PROPOSED LANDSCAPE PLANSCALE: 1" = 100'

N

DRAWING NAME:

It is a violation of New York Education Law

Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect,

professional engineer, or land surveyor, to alter

an item in any way. If an item bearing the seal of

an architect, engineer, or land surveyor is

altered; the altering architect, engineer, or land

surveyor shall affix to the item their seal and

notation "altered by" followed by their signature

and date of such alteration, and a specific

description of the alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

2150 DRYDEN ROADPV PROJECT

DRYDEN, NY 13068

DRYDEN-TOMPKINSSOLAR II, LLCC/O Distributed Sun LLC

601 13th St NWSuite 450 South

Washington, DC 20005

2190562

JANUARY 28, 2019

ISSUED FOR PERMIT

TAP

DW

© 2019 LaBella Associates

REVISIONS

NO: DATE: DESCRIPTION:

- - -

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labellapc.com

L-101

PROPOSEDLANDSCAPE PLAN