Transfer(StationBuildingCommittee(TSBC)( Wednesday,(April ... · 4/16/2014 ·...
Transcript of Transfer(StationBuildingCommittee(TSBC)( Wednesday,(April ... · 4/16/2014 ·...
TSBC.04.16.2014 Page 1
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 Page 2
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.
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Ex.Iron Pipe
Ex.Iron Pin
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Ex.Iron Axle
Deerfield Lane
( Private )
N 5
5°03’2
9"
W
365.604’
N 32°19
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255.580’
S 31°48’00"W 408.790’
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Millerton R
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Lawn
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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
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245.360’
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Vol. 14
3 Pg. 234
Abel W
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John B. Lee
Vol. 134
Pg. 527
Vol. 77 P
g. 545
Angeline G
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Benjam
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( See Note #2 )
( See Note #2 )
Dimond Road ( Discontinued ) ( See Note #3 & #4 )
ELEV = 775.9
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S 32°19’35"W559.720’
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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