ATTACHMENT 4 Plans

1B1C

3

4A4B 1A

2

DISCHARGEPOINT S/N 001

DISCHARGEPOINT S/N 003

VAIL ROAD

AIRPORT RO

AD

AIRPORT ROAD

WALLOOMSA

C ROAD

APRON

EXISTING AIRPORTPROPERTY LINE (TYP.)

DRAINAGE AREAIDENTIFICATION (TYP.)

EXISTING AIRPORTPERIMETER SECURITYFENCE (TYP.)

790

790

790

790780

790

800

800

790

810

810

800

800

810

820830

840

850

840830

800

800820

820

770

780

810

810

TIME OF CONCENTRATIONFLOW PATH (TYP.)

DRAINAGE AREABOUNDARY (TYP.)

RUNWAY

DISCHARGEPOINT S/N 004

DISCHARGEPOINT S/N 002

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Existing

Conditions

SCALE: 1" = 400'

400 0 200 800400

MAGNETIC NORTH11°44'W (2015)

TRUENORTH

Z:\2

012\

2012

0400

\201

2040

0.00

02\D

raw

ings

\Airp

ort\

01 -

Exist

ing

Con

diti

ons.d

wg,

Exis

ting

Con

diti

ons,

12/1

2/20

16 1

1:45

:31

AM

, BSA

VA

GE

VAIL ROAD

AIRPORT RO

AD

AIRPORT ROAD

WALLOOMSA

C ROAD

2A4A

4C1D

4D4B

1A1A

4A4B

3

1C

4C1BC

1A

DISCHARGEPOINT S/N 001

DISCHARGEPOINT S/N 003

DISCHARGEPOINT S/N 004

DISCHARGEPOINT S/N 002

APRON

EXISTING AIRPORTPROPERTY LINE (TYP.)

EXISTING AIRPORTPERIMETER SECURITYFENCE (TYP.)

TIME OF CONCENTRATIONFLOW PATH (TYP.)

DRAINAGE AREABOUNDARY (TYP.)

TAXIWAY

DRAINAGE AREAIDENTIFICATION (TYP.)

RUNWAY1BB 1BA

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Proposed Condition

Overview

SCALE: 1" = 400'

400 0 200 800400

MAGNETIC NORTH11°44'W (2015)

TRUENORTH

780

775

770

76576

0

785 79

0 795

790

795

785

795

785

78077

5

770

790

780775

770765800

795

795

795

785

796

790

782

792

4C

4A

4C

4B 4B

4D

A

A791

792

792

789

788787

RUNWAYCL

EXISTING AIRPORTPROPERTY LINE (TYP.) EXISTING CHAIN

LINK FENCE (TYP.)

DRAINAGE AREAIDENTIFICATION (TYP.)

TIME OF CONCENTRATIONFLOW PATH (TYP.)

DRAINAGE AREABOUNDARY (TYP.)

AREA OF NON-ROOFTOPDISCONNECT (TYP.)

DISCHARGEPOINT S/N 004

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Proposed

Conditions

1

SCALE: 1" = 100'

100 0 50 200100

MAGNETIC NORTH11°44'W (2015)

TRUENORTHLEGEND

REDEVELOPED IMPERVIOUS

NEW IMPERVIOUS

REMOVED IMPERVIOUS

EXISTING IMPERVIOUS

12

34 5

KEY MAP

MA

TCHL

INE

- SEE

DRA

WIN

G 2

MA

TCHL

INE

- SEE

DRA

WIN

G 3

NON-ROOFTOP DISCONNECTED AREA

DRY DETENTION POND

790

790

785

795

795

790

785

785

790

790

790

785

795

790

783

783

784

4B

1A

3

4B

1A

A

A

3

3

EXISTING CHAINLINK FENCE (TYP.)

EXISTING AIRPORTPROPERTY LINE (TYP.)

TIME OFCONCENTRATIONFLOW PATH (TYP.)

DRAINAGE AREABOUNDARY (TYP.)

AREA OF NON-ROOFTOPDISCONNECT (TYP.)

DISCHARGE POINTS/N 001

DISCHARGEPOINT S/N 003

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Proposed

Conditions

2

SCALE: 1" = 100'

100 0 50 200100

MAGNETIC NORTH11°44'W (2015)

TRUENORTHLEGEND

12

34 5

KEY MAP

MA

TCHL

INE

- SEE

DRA

WIN

G 1

MA

TCHL

INE

- SEE

DRA

WIN

G 4

REDEVELOPED IMPERVIOUS

NEW IMPERVIOUS

REMOVED IMPERVIOUS

EXISTING IMPERVIOUS

NON-ROOFTOP DISCONNECTED AREA

MATCHLINE - SEE DRAWING 3

800

800

800

800

805

810

810

810

800

795

799 809

803

802

4A 4A

1D

1C

1D

1D

4C

4A

A

B

B

EXISTING CHAINLINK FENCE (TYP.)

EXISTING AIRPORTPROPERTY LINE (TYP.)

DRAINAGE AREAIDENTIFICATION (TYP.)

TIME OFCONCENTRATIONFLOW PATH (TYP.)

DRAINAGE AREABOUNDARY (TYP.)

AREA OF NON-ROOFTOPDISCONNECT (TYP.)

FUTURE 50' X 60'HANGAR AND

ESTIMATEDISTURBED AREA

FUTURE 70' X 70'HANGAR AND ESTIMATE

DISTURBED AREA

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Proposed

Conditions

3

SCALE: 1" = 100'

100 0 50 200100

MAGNETIC NORTH11°44'W (2015)

TRUENORTH

LEGEND

12

34 5

KEY MAP

MA

TCHL

INE

- SEE

DRA

WIN

G 1

MA

TCHL

INE

- SE

E DR

AW

ING

4

MATCHLINE - SEE DRAWING 2

REDEVELOPED IMPERVIOUS

NEW IMPERVIOUS

REMOVED IMPERVIOUS

EXISTING IMPERVIOUS

NON-ROOFTOP DISCONNECTED AREA

805

805810

800

795

795

800

805

810

810

785

785

790

795

800

805

810

815

820

825

825

830

820

815820

810805

800

795

790

822

829

802

2A

1BC

1C

1BB

1A1A

2A

A

A

1A

B

B

400' LF OF GRASS CHANNELSTA. RW 40+00 TO 44+00

(SEE DETAILS)

1BB 1BB806

807

807

806805804

804

803

EXISTING CHAINLINK FENCE (TYP.)

EXISTING AIRPORTPROPERTY LINE (TYP.)

DRAINAGE AREABOUNDARY (TYP.)

TIME OF CONCENTRATIONFLOW PATH (TYP.)

AREA OF NON-ROOFTOPDISCONNECT (TYP.)

ROCK CHECK DAM(SEE DETAILS)

DRAINAGE AREAIDENTIFICATION (TYP.)

DISCHARGEPOINT S/N 002

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Proposed

Conditions

4

SCALE: 1" = 100'

100 0 50 200100

MAGNETIC NORTH11°44'W (2015)

TRUENORTH

LEGEND

12

34 5

KEY MAP

MA

TCHL

INE

- SEE

DRA

WIN

G 3

MA

TCHL

INE

- SEE

DRA

WIN

G 2

MA

TCHL

INE

- SEE

DRA

WIN

G 5

REDEVELOPED IMPERVIOUS

NEW IMPERVIOUS

REMOVED IMPERVIOUS

EXISTING IMPERVIOUS

NON-ROOFTOPDISCONNECTED AREA

GRASS CHANNEL

DRY DETENTION POND

795

800

805

810

815

820

825

830

835

840

835

830

840

845

850855

855

840

835

830

845840835

830

825

810

844

1A

2A

2A1BA

1A

1A

1A

400' LF OF GRASSCHANNELSTA. RW 40+00TO 44+00(SEE DETAILS)

RUNWAY CL

EXISTING CHAINLINK FENCE (TYP.)

EXISTING AIRPORTPROPERTY LINE (TYP.)

DRAINAGE AREAIDENTIFICATION (TYP.)

TIME OFCONCENTRATIONFLOW PATH (TYP.)

DRAINAGE AREABOUNDARY (TYP.)

AREA OF NON-ROOFTOPDISCONNECT (TYP.)

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Proposed

Conditions

5

SCALE: 1" = 100'

100 0 50 200100

MAGNETIC NORTH11°44'W (2015)

TRUENORTH

LEGEND

12

34 5

KEY MAP

MA

TCHL

INE

- SEE

DRA

WIN

G 4

REDEVELOPED IMPERVIOUS

NEW IMPERVIOUS

REMOVED IMPERVIOUS

EXISTING IMPERVIOUS

GRASS CHANNEL

NON-ROOFTOPDISCONNECTED AREA

END SECTION DETAILN.T.S.

PLAN SECTION A-AINCLUDE ANY EXCAVATION COSTS IN ITEM D-712

ALL CSP END SECTIONSSHALL INCLUDE A STEEL

TOE PLATE EXTENSION

LIGHT STONE FILLITEM D-712 SHALLEXTEND TO THE TOPOF PIPE OR A.O.B.E. AS REQUIRED TO

REACH TOP OFPIPE, TYP.

STABILIZATION FABRIC MEETING THE REQUIREMENTSOF ITEM D-710 (INCLUDE COSTS IN ITEM D-712)

PROPOSED PIPE

12" DEPTH MIN.

A

A

W DITCH FLOW

PROPOSEDEND SECTION

6' MIN.

PROPOSEDPIPE

NOTES:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRETIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OFRECEIVING WATERS.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIESSPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVENWIRE, 6" MAXIMUM MESH OPENING.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BEOVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHERFILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.

4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVEDEQUIVALENT.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVEDWHEN SEDIMENT REACHES HALF OF FABRIC HEIGHT.

N.T.S.

10 YR

4

1

4

1

4

1

2'

2'

1'-6"

EXISTING GROUND

PROPOSED BERM

PROPOSED DITCH

PROPOSED RUNWAYPAVEMENT

1 YR

WQv

GRASS CHANNEL AT RUNWAY 31 TYPICAL SECTION(STA. RW 40+00 TO RW 44+00)

76'± FROM RUNWAY ℄

SECTION VIEW PLAN VIEW

RUNWAY SAFETY AREASLOPE AT 5%±

RUNWAY SAFETY AREASLOPE AT 5%±

4:1 SLOPE

EDGE OF RUNWAY SAFETY AREA

4:1 SLOPE

4:1 SLOPE 4:1 SLOPE

4:1 SLOPE TO EXISTING 4:1 SLOPE TO EXISTING

2'-0" BOTTOM OF DITCH WIDTH

2'-0" TOP OF BERM WIDTH

EDGE OF RUNWAY PAVEMENT

PROPOSED ROCK CHECK DAMSTA. RW 43+00, OFFSET 76'± RIGHT

(EXTEND UP SIDE SLOPES SUCH THATDAM IS 6"± HIGH AT CENTER OF DITCH)

37.5'

N.T.S.ROCK CHECK DAM DETAIL

A

A

1.5' MIN.

NOTES:

@ CENTER6"±

2 211

SECTION "A-A"

FABRICFILTER

3" MIN.

# 4 STONE

FILTERFABRIC

NYSDOT #1 & #2 STONE

NYSDOT LIGHTSTONE FILL

1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION AT THELOCATIONS SHOWN IN THE PLAN.

2. EXTEND THE STONE A MIN. OF 1.5 FEET BEYOND THE CHANNEL BANKS TOPREVENT CUTTING AROUND THE DAM.

3. REMOVE DAM OR WASTE STONE IN BOTTOM OF CHANNEL WHEN SITE ISSTABILIZED.

CROSS SECTION OFROCK CHECK DAM

N.T.S.

ITEM P-156

FILTER FABRIC (TO BE TIEDTO POSTS)

FLOW

PACK WITH EARTH

FILTER FABRIC TO BEBURIED IN GROUND

2"x 2" WOOD POST OR #4ROD, AT 6' CENTERS

HAY BALE (SEE NOTE)

12" MIN FOR WOOD STAKES 18"MIN FOR STEEL RODS

NOTE:

WHERE SILT FENCE IS USED IN AREAS OFCONCENTRATED FLOW THE ENGINEER WILLREQUIRE BACKING THE FENCE WITH HAY BALES.

1'-6"

6"

6"

SILT FENCE FOR TEMPORARY EROSION CONTROL

PROPOSED TOPSOIL,SEED, AND MULCH (TYP.)

SUITABLE EMBANKMENT(TYP.)

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Stormwater

Control Details

1 OF 2

WATER LEVELS:

· WQv STORM - 0.39' OR 4-1/2" DEPTH· 1 YEAR STORM - 0.54' OR 6-1/2"· 10 YEAR STORM - 0.63' OR 7-1/2"· 7-1/2" + 6" (FREEBOARD) = 13-1/2" <= DITCH DEPTH (1'-6")

4

TYPICAL RUNWAY SECTION A-AN.T.S.

RUNWAY SAFETY AREA

37'-6" 37'-6" TO RUNWAY ℄

1.5% SLOPE

SLOPE VARIES (1.5%-5%)

1 MAX.

PROPOSED TOPSOIL, SEED,AND MULCH (TYP.)

PROPOSED ASPHALTPAVEMENT SECTION

PROPOSED UNDERDRAINEXISTINGGROUND

4

TYPICAL TAXIWAY SECTION B-BN.T.S.

TAXIWAY SAFETY AREA

22'-0" 17'-6" TO TAXIWAY ℄

1.5% SLOPE

SLOPE VARIES (1.5%-5%)

1 MAX.

PROPOSEDTOPSOIL, SEED, AND

MULCH (TYP.)

PROPOSED ASPHALTPAVEMENT SECTION

PROPOSED UNDERDRAIN

EXISTINGGROUND

4'-0"DITCH BOTTOM

WIDTH

X XX

4' SQ.INSIDE SPAN

PROPOSED TAXIWAYPAVEMENT

CPv

PROPOSED 2-1/2" PVC CONDUITAS LOW FLOW ORIFICEINV. = POND BOTTOM

10 YR

1 YR

100 YR

N.T.S.

DRY DETENTION POND OUTLET STRUCTURE DETAIL

NOTE:

1. SEE HYDRAULIC ANALYSIS CALCULATIONS ATTACHED IN PERMIT FOR ACTUAL STORM EVENT WATER LEVELS PERPOND/DRAINAGE AREA. THIS DETAIL SHOWS STORM EVENT WATER LEVELS FOR AESTHETIC PURPOSES ONLY.

2. THE FIRST 15' OF DRY POND BED, UPSTREAM OF THE LOW FLOW ORIFICE, SHALL BE LINED WITH LIGHT STONE FILLALONG THE FLOW LINE INDICATED ON THE PLANS.

PROPOSED 4'X4' CATCH BASIN AS DRYDETENTION POND OUTLET STRUCTURE

PROPOSED DEBRIS/SEDIMENT GUARD

4

1

No.

Revisions

ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN

c

Date By Description

Project No.

Date

Drawing No.

242 W. Main Street

Rochester, NY 14614

Town/City:

County:State:

Designed by

Project Manager

Principal-in-Charge

(585) 325-1000

Fax: (585) 325-1691

Passero Associates

(585) 325-1000

Fax: (585) 325-1691

Client:

Stamp:

Architecture

PASSERO ASSOCIATESEngineering

www.passero.com

Vermont Agency of

Transportation

186 Industrial Lane

Berlin, VT 05641

Wayne F.Wegman, P.E.

Mary Kay Genthner, P.E.

Bryan Savage, P.E.

Stormwater Discharge Permit

William H. Morse

State Airport (DDH)

Bennington

Bennington Vermont

December 2016

Stormwater

Control Details