transfer(stationbuildingcommittee(tsbc)( wednesday,(april ... · 4/16/2014 ·...

TSBC.04.16.2014

Transfer Station Building Committee (TSBC)

Wednesday, April 16, 2014

Sharon Town Hall

NOTE: Minutes are considered DRAFT ONLY until reviewed and acted upon at the next regular meeting

Present:

TSBC Members (Bill Braislin, Tom Bartram, James Vaughn, John Perotti, Charlie Kelly, Bill Reed, Dale Jones)

Anchor Engineering (Kevin Grindle)

Brian Bartram (Manager, Salisbury-‐Sharon Transfer Station)

Members of Press (Lakeville Journal) & Public (Peter Becket, Charlie Oulette, Patricia Chamberlin Malcolm Brown, Ed Reagan, Bob Loucks, Ann Saunders, Curtis Rand, Bob Palmer)

Meeting was called to order by B. Braislin at 5:30 p.m.

Approved Agenda-‐ C. Kelly moved to approve the agenda, J. Perotti seconded this motion and all others were in favor.

Approved March 19, 2014 Meeting Minutes – J. Perotti moved to approve the minutes as amended, seconded by C. Kelly, all others were in favor.

Review Walk-‐Around of Luke-‐Fitting Property and meeting with Transfer Station staff: M. Brown reported that due to the grade of the land, more fill will be needed than previously expected.

B. Palmer was surprised by the severe wind from the west of the property, therefore suggesting that the wind screening be placed closer to the facility.

K. Grindle met with the Transfer Station staff for approximately 2-‐hours this past month and compiled a list of suggestions that the staff made regarding the design of the new transfer station. The committee reviewed each suggestion on the list (see attached) and agreed with most items, finding the list extremely valid and helpful.

E. Reagan made an additional design suggestion to incorporate a conference room and space for school use, with a public restroom, into the new transfer station. It was discussed that a conference room could not be budgeted into the design at this time, but perhaps we could plan accordingly to allow for flexibility to construct this in the future.

Continue Discussion of Transfer Station design with K. Grindle from Anchor Engineering:

TSBC.04.16.2014

K. Grindle presented the committee with a new conceptual plan, which incorporates many of the suggestions from the transfer station staff into the new design. He pointed out that there is approximately a 45-‐foot space to shift the site line for entry into the property before it would be necessary to move electrical poles, which is costly. K. Grindle also pointed out that as the design continues to grow and we strive to stay within budget, cost saving options should be discussed, such as narrowing the drive isles, in the near future once a layout is agreed upon. Comments from Members: None

Comments from Public: None

C. Kelly moved to adjourn the meeting at 6:30 p.m., seconded by J. Perotti.

Holly Casey

Salisbury Recording Secretary

Ex.C.H.D.

ExC.H.D.

Ex.C.H.D.

Ex.Iron Pipe

Ex.Iron Pin

Ex.Iron Pin

Ex.Iron Pin

Ex.Iron Axle

Deerfield Lane

( Private )

N 5

5°03’2

9"

W

365.604’

N 32°19

’25"W

255.580’

S 31°48’00"W 408.790’

#9

#10

#11

#12

#13

#14

#14s

#15

#18

#34

80

#34

81

#34

82

#34

83

#34

93

#34

94

Millerton R

oad - Route 4

4

To Lakeville

Barn

1 Story

Fra

me H

ouse

2 1/

2 Story

Fra

me H

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Bituminous Drive

Field Drive

Field Drive

Field Drive

Edge Of La

wn

Edge Of Lawn

Woods

Woods

Woods

Woods

Woods

Brush / W

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Brush / W

oodsBrush / W

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Brush / W

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804

802

806

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810

812

814

816

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818

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814

812

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780

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786

788

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792

794

796

798

800

802

804

780

780

782

786

788

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792

794

796

798

800

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#34

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804

806

810

812

814

816

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804

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808

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812

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790

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798

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Ex.Iron Pipe

Ex.Iron Pipe

Lawn

Open Field

Open Field

Open Field

Open Field

Open Field

Open Field

To Dead End

145.370’

Total = 510.355’

208.010’

N 85°26’35"E

307.835’

124.985’

N 02°01’15"

W

143.4

52’

N 02°53’59"W

112.199’

N 22°18’01"E

111.323’

S 7

2°22’4

8"E

117.646’

S 86°11’0

5"E

126.350’

245.360’

SetIron P

in

SetIron P

in

SetIron P

in

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in

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in

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in

Vol. 14

3 Pg. 234

Abel W

. Lee., Jr.

John B. Lee

Vol. 134

Pg. 527

Vol. 77 P

g. 545

Angeline G

enito

Benjam

in Genito

( See Note #2 )

( See Note #2 )

Dimond Road ( Discontinued ) ( See Note #3 & #4 )

ELEV = 775.9

1’

@ 12"CH

ERRY

TOP O

F SPIK

E

BEN

CHM

ARK

ELEV = 803.86’

@ 14

"MAPLE

TOP O

F SPIK

E

BEN

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791.3

781.3

785.5

790.1

788.6

788.3

784.6

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783.8

788.179

0.5

799.2

809.0

794.7

808.1

801.3

WL-1

800.6

WL-3

795.3

WL-2

797.2

WL-4

794.8

WL-5

790.6

787.1

WL-15

WL-17

WL-18

WL-19

760.5W

L-20759.0

WL-21

759.3

WL-22

WL-23

751.7W

L-24751.1

WL-25

752.0W

L-26753.6

WL-27

751.9W

L-28752.5

WL-29

750.6W

L-3074

9.0

WL-31

748.4

WL-32

WL-33

WL-34

N 84

°57’47"E

151.661’

S 12°42’00

"W

175.899

’

S 6

7°15’3

1"E

87.352’

S 32°19’35"W559.720’

162.871’

72.550’

Vol. 219

Pg. 1129

Vol. 219

Pg. 1131

Portion O

f

Tow

n Of S

alisbury

Wetland D

ryland

Wetland

Wetland

Dryland

Dryland

784

784

784779.1

779.1

779.4

780.0

780.2

780.4

780.6

780.6

780.8

781.1

781.2

781.5

781.9

782.2

782.4

782.5

783.1

783.4

783.4

783.6

783.7

784.2

784.2

784.3

784.5

784.5

784.5

784.6

784.8

784.9

785.4

785.7

786.1786.7

787.1

787.1

787.6

788.0

788.0

788.0

788.1

788.3

788.4

788.4

788.4

788.9

789.0

789.3

789.3

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792.3

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793.0

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793.5

793.6

793.8

793.8

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794.6

794.6

794.6

794.7

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Approxim

ate S

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795.4

795.5

795.8

796.0

796.0

796.0

796.5

796.6

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797.5

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801.9

801.9

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802.4

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810.2

810.3

810.3

810.4

810.4

810.4

810.4

810.5

810.6

810.7

810.7

810.8

810.9

811.0

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811.5

811.9

811.9

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813.4

813.5

813.7

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814.1

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815.3

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DRAFT0

SCALE: 1"= 40’

40 40 80 120 160

ENGINEERING SERVICES, INC.

ANCHOR

Civil Engineering Land Surveying

www.anchorengr.com

Fax: (860) 633-5971

Phone: (860) 633-8770

Glastonbury, CT 06033

41 Sequin Drive

PROJ. ENGINEER

PROJ. MANAGER

OFFICE REVIEW

PROJECT DATE

KRG

MMZ

MMZ

REVISIONS

SCALE: AS NOTED

MILLERTON ROAD - RT 44

PREPARED FOR

SALISBURY/SHARON RESOURCE RECOVERY AUTHORITY

MUNICIPAL TRANSFER STATION

SHEET NO. OF1 1

J:\1272\01\Design\DESIGN_Salisbury_Sharon Transfer Station.dgn

Environmental Consulting Construction Management

04/16/14

SALISBURY, CT

1272-01

INCORPORATING FOUR COMPACTORS CONCEPTUAL DESIGN PLAN

SITE PLANSCALE: 1’= 40’

ENCROACHMENT PERMIT APPLICATION

AND CONNECTICUT DOT AT TIME OF

ROAD TO BE COORDINATED WITH SIGHT LINES

ACCESS DRIVE ENTRANCE ONTO MILLERTON

DRIVE

PAVED ACCESS

LOWER

DRIVE

PAVED ACCESS

UPPER

STORAGE AREA

SPARE CONTAINER

WALLS (SHOWN)

APPROACH RAMPS AND BLOCK

35’ ABOVE GRADE TRUCK SCALE

VEGETATIVE SCREENING

EXISTING

VEGETATIVE SCREENING

EXISTING

FOR MISC. STORAGE

EXISTING 24’x 40’ BARN

SCREENING

VEGETATIVE

EXISTING

STORAGE

LEAF & BRUSH

40’x 50’

10 SPACES

12 SPACES

FORK-LIFT & TRUCK ACCESS24’x 36’ SWAP SHOP WITH AT-GRADE

PAINT, BATTERIES, ETC.

FOR WASTE OIL, ANTI-FREEZE, ELECTRONICS, TEXTILES,

24’x36’ RECYCLABLED MATERIAL STORAGE BUILDING

12 SPACES

TO MILLERTON ROAD

36’ WIDE MAIN ACCESS DRIVE

WITH GRAVEL DRIVING SURFACEFIELD DRIVE TO BE IMPROVED

(LOCATED TO BE DETERMINED)EXISTING DRIVEWAY TO BE RELOCATED

STALLS (1 VAN ACCESSIBLE)2 HANDICAP PARKING

MAINTENANCE BUILDING 40’x 60’ EQUIPMENT

WALL APPROX. 270’ LONG (3,240 SF)12’ HIGH POURED CONCRETE RETAINING

ME

TA

L

C&

D

C&

D

BU

LK

Y

BU

LK

Y

MS

W

MSW

CO

M.

COM.

ACCESSTRUCK

COMMERCIAL

12’x 12’ HOPPERSCOMPACTORS WITH2 (NEW) 6-7 YARD

FROM EXISTING FACILITYHOPPERS TO BE REBUILT AND RE-USED 2 (EXISTING) 6-7 YARD COMPACTORS &

24’x 75’ CANOPY

24’x 75’ CANOPY

24’x 140’ CANOPY

LONG (1,600 SF)APPROX. 200’RETAINING WALL8’ HIGH PRECAST

& SCALE HOUSE

24’x 36’ MAIN OFFICE

EXISTING SNET #12 UTILITY POLE

transfer(stationbuildingcommittee(tsbc)( wednesday,(april ... · 4/16/2014 ·...

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