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�15
TowN OF AGAWAM
MEMORANDUM z
To: Planning Board
CC: File
From: Engineering
Date: June 8, 2001
Subject: Site Plan 378 - Springfield Regional Wastewater Treatment Facility - Bondi's
Island - Inactive Status
It has been over a month since we last received any new information regarding this
project. The Engineering Division has not been informed of any ongoing construction on this
site. Therefore, we are taking Bondi's Island off of our active job list. If you require further
review or inspedtion of this site, please notify our division.
Sincerely, Sincerely,
James T. Daley, P.E. Michael C. Chase, E.I.T.
Town Engineer Civil Engineer I
�a
h:lengineerlsiteplanlsp378_02.wpd Ju $ VGA
TOWN OF AGAWAM
,1. .�
38 IAI STREET AGAWA1�1, MASSACHUSETTS 01001
Tel. 413786-0400
a.
a
April 9, 2001 ' r
Tim Slattery
Springfield Water and Sewer Commission
P.O. Box 2551
Springfield, MA 01101
Dear Mr. Slattery:
At its duly called meeting held on April 5, 2001, the Agawam Planning Board voted to approve
the Site Plan entitled`Biosolids Handling Facilities Initial Capital Improvements,U.S.Water,
LLC, Springfield, Massachusetts"prepared by Tighe & Bond and dated March 1, 2001.
If you have any.questions,please contact the Planning Office at 786-0400, extension 283.
Sincerely,
Charles R. Calabrese, Chairman
Agawam Planning Board
cc: Clerk
Tighe&Bond
Engineering
Building
File
FA AGA CAM FIRE DEPAR ENT vF
3. 800 MAIN STREET • AGAWAM, MA 01001 Q�
TELEPHONE (413) 786-0657
., FAX (413) 786-1241
David A. Pi6no Chief of Department
'App�pATEO spy Stephen M. Martin Deputy Chief tRE5
4/3/01
CITY OR AGAWAM
PLANNING BOARD
RE: Spfid. Waste Water Plant
Dear Board Members;
A resent inspection of the Waste Water Plant was conducted and all permits and licenses have
been brought up to date.No violations were found and current projects may be allowed to
proceed as they see fit.
Fire Insp.M.Merc to
AIR 0 3 NU
0
TOWN OF AGAWAM
MEMORANDUM
To: Planning Board
CC: File
From: Engineering
Date: April 5, 2001
Subject: Site Plan 378 - Springfield Regional Wastewater Treatment Facility - Bondi's Island
Per your request dated March 15, 2000, we have reviewed the site plan entitled, "Biosolids
Handling Facilities Initial Capital Improvements, U.S. Water, LLC; Springfield, MA; By: Tighe &
Bond Consulting Engineers, 53 Southampton road, Westfield, Massachusetts; (413)562-1600; Scale
1"=50'; March 2001," and we have no comments at this time.
If you have any questions, please do not hesitate to contact our division.
S' cerely, Sincerely,
f - } qL I
amen T. Daley, P.E. Michael C. Chase, E.I.T.
Town Engineer Civil Engineer I
H:\ENGINEER\SITEPLAN\Sp378-Ol.wpd
9 0
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: March 30, 2001
DATE RECEIVED: March 15, 2001 DISTRIBUTION DATE: March 15, 2001
PLANNING BOARD MEETING DATE: April 5, 2001
APPLICANT INFORMATION
1. Name of Business: Springfield Regional Wastewater Treatment Facility
Address: Route 5, Agawam, MA 01001
2. Owner: Springfield Water and Sewer Commission
Address: P.O. Box 2551, Springfield, MA 01101
Telephone: (413) 787-6256 Fax. (413) 787-6269
3. Engineer: Todd M. Brown, Tighe & Bond, Inc.
Address: 110 West Boylston Street, Worcester, MA 01601
Telephone: (508)856-0999 Fax: (508) 852-8741
PLAN REVIEW
Scale: 1"=50' Date: March, 2001
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer
of Plan): OX
Description of Project: Proposed improvements to waste water treatment plant to
improve sludge handling.
Site Plan Review
Page 2
Description of Site: Proposed 3,000 sq.ft. addition to be located on the east side of
the operations building.
Provision for Traffic Flow: Unchanged.
Parking: Unchanged.
Drainage: Unchanged.
Public Utilities: Unchanged.
Landscaping/Screening and Buffers: Unchanged.
Sign Location: Unchanged.
Exterior Lighting: Not provided.
Rendering or Elevations: Not provided.
Dumpster Location: Unchanged.
Other Comments or Concerns:
L
MEMO
To: Planning Board _
From: Sergeant Donald Galle S
Subject: Site Plan- Springfield Regional Wastewater Treatment Facility -Bondi's Island
Date: March 26, 2001
The proposal by the Springfield Regional Wastewater Treatment Facility to include biosolids
dryer, venturi scrubber, condenser, et cetera will have no impact on pedestrian or traffic safety.
L
tiy1 -
L
.�� AGAWAM FIRE DEPARTMENT
800 MAIN STREET • AGAWAM, MA 01001
TELEPHONE (413) 786-0657
y� m
1
'�PpRQ MAy, David A. Pisano Chief of Department xiRES
3/1b/01
CITY OF AGAWAM
PLANNING BOARD
RE: Spfld. Waste Water Plant
Dear Board members,
This office cannot approve any request from The Regional Wastewater Plant at this time.
All permits for fuel storage have expired and attempts to correct this by this office as far
back as Nov 9" 2000 have gone unanswered.
An onsite inspection by this office will have to occur before any approvals can be issued. This
should be scheduled after all permits have been secured. Please feel free to contact me with
any questions.
Fire Insp.M.Mercadante
l✓f 4
Y=
iraL
TOWN OF AGALWAM
?8 MAIN STREET AGAWA-M, MASSACHUSETTS 01001
Tel. 41 186-0400
O �
MEMO
TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept.
FROM: Planning Board
DATE: March 15, 2001
SUBJECT: Site Plan- Springfield Regional Wastewater Treatment Facility- Bondi's Island
Please review and comment on the attached Site Plan prior to the Board's April 5"meeting.
Thank you.
DSD:prk
AGAWAM PLANNING BOARD
Form D
Application for Site Plan Approval
Please complete the following form and return it and 10 copies of the Site Plan to:
Agawam Planning board
Office of Planning and Conmwnity Development
3 6 Main Street
Agawam,MA O 1001
1. Name of Business.- Springfield Regional Wastewater Treatment Facility
Address Route 5, Agawam, MA 01001
Telephone 413-732--6501 Fax 413--732-7071
2. Name of Applicant/Owner Springfield Water & Sewer Commission
Address P.O. Box 2551 Springfield, MA 01101
Telephone. 413.-787-6256 Fax 41 3-7 8 7-6 2 6 9
3. Name of Engineer/Arehitect Todd M. Brown, Tighe & Bond, Inc._
Address 110 West Boylston Street, Worcester MA 01606
Telephone 508-856-0999 Fax 508-852-8741
4. Please give a brief description of the proposed project:
See Attached Description
fy
J . !!
I
Revised 9/12/00
9 0
Agawam Punning Board Form D - Application for Site Plan Approval
Supplement - Project Description
The proposed system includes an indirect biosolids dryer, venturi scrubber, condenser,
thermal fluid heater, carbon system for back-up odor control and ancillary systems such
as progressive cavity pumps, a cake silo and shaftless screw conveyors. SW proposes
the addition of an indirect biosolids dryer to: increase thnu. put of the existing compost
facility; reduce the total handling and disposal costs; minimize overall truck traffic; and
reduce the number of trucks that must be loaded with biosolids outdoors.
By adding the indirect biosolids dryer to the SRWTF, the facility will maximize the
transfer of biosolids to the compost facility by blending dewatered primary biosolids
with dried secondary biosolids so as to deliver biosolids to the compost facility with a
solids content of approximately 40%. The return to the original design condition (40%
solids) will allow the compost facility to accept up to 10,500 dry tons per year. This
should improve the efficiency of the composting facility and provide for the future
marketability of the end product. Since less bulking agent will be required, truck
traffic for sawdust and shredded wood delivery will be reduced. The volume of
finished compost removed from the facility will remain approximately unchanged.
The amount of biosolids cake to be removed by truck will then be reduced from the
current 6,000 dry tons at 23% solids (26,000 wet tons) to 2,000 dry tons per year at
40% solids (5000 wet tons). The number of trucks required to haul dewatered cake
will be reduced from 870 per year (current) to 170 per year (assuming 30 ton loads).
The overall process is as follows: combined thickened primary and thickened waste
activated sludge will be dewatered on the existing belt filter presses. The dewatered
biosolids (approximately 23% solids) will be conveyed via belt conveyors to a pair of
progressing cavity (PC) pumps that will pump the biosolids to a cake storage silo for
equalization of biosolids flow. From the cake silo, an additional PC pump will transfer
biosolids cake to the indirect biosolids dryer. Another PC pump at the cake silo
discharge will pump dewatered biosolids to the pug mill as described below, and a third
pump at the cake silo discharge will be available as a stand-by. Dewatered biosolids
will be dried to approximately 90% solids in the indirect dryer. Dried biosolids will be
conveyed through a pug mill, where it will be blended with dewatered biosolids at 23%
solids to create a biosolids product at about 40% solids. From the pug mill, the 40%
biosolids will be conveyed either to the compost facility or to trucks for transport to
reuse or disposal facilities. Operational flexibility and back up will be provided by a
reversing belt conveyor that can deliver dewatered biosolids directly to the existing
compost facility feed screw, if the pump and/or dryer system is down. Similarly,
piping is provided to deliver dewatered biosolids,from the cake'':so to a truck loading
station.
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