ATTACHMENT 4 Plans - Vermont 4 Plans. 1B 1C 3 4A 4B 1A 2 DISCHARGE ... Architecture PASSERO...
Transcript of ATTACHMENT 4 Plans - Vermont 4 Plans. 1B 1C 3 4A 4B 1A 2 DISCHARGE ... Architecture PASSERO...
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