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8130_SITE PLAN - PIONEER VALLEY RESOURCE RECOVERY FAC. - 188 M STREET EXT. PI � he� r Vo,- -COV�� y tx - TOWN OF AGAWAM INTEROFFICE p M�' MEMORANDUM To: Planning Board CC: File From: Engineering Date: March 9, 2001 Subject: Revised Site Plan - Bondi's Island, Pioneer Valley Resource Recovery Facility - 188 M Street Extension - SP 365 Per your request dated February 22, 2001, we have reviewed the revised plans for the above referenced project entitled, " Existing Conditions Plan and Proposed Site Plan, prepared for eco/Springfield, LCC, by Hill Engineers Architects Planners, dated September 6, 2000, revised February 20, 2001, Scale I"=40'." We do not have any new comments on the revised plans. However, we still have the following comments from our previous memo: 1. The applicant is in the process of preparing a Notice of Intent for the Conservation Commission for this site plan. 2. We recommended the following details to be included for construction purposes: Curbing Detail, Roads/Parking Typical Pavement Section Detail, Catch Basin Detail and Drain Manhole Detail. The applicant proposes to provide details along with the application for a building permit. We would like to review these details when submitted. If you have any questions, please do not hesitate to contact our division. Sincerely,jok��T � S' erely, James T. Daley, P.E. Michael C. Chase, E.I.T. Town Engineer Civil Engineer I haengineer%siteplanlsp365 2.wpd MAR 0 � Town of Aaawam 36 .Main Street Agawam, Massachusetts 01001-1837 RtFD� Tel. 41.3-786-0400 Fax: 413-786-9927 MEMO TO: Engineering Department FROM: Deborah S. Dachos, Director Office of PIanning& Community Development DATE: February 22, 2001 SUBJECT: Revised Plan - Pioneer Valley Resource Recovery Facility- 188 N. Street Extension Please review and comment on the attached revised Site Plan for Pioneer Valley Resource Recover Facility, to be sure that it is ready for the Board's signatures prior to their March 1st meeting. Thank you. D SD/j sg Attachment DSDljsg { i Oco/Springfield, LLC PO Box 608 am Agawam, Massachusetts 01001 Phone: 413-785-5120 Fax:413-731-6481 = t FED 2 2 2001 February 21,2001 Ms.Pam Ken Agawam Planning Board Town of Agawam Town Hall,36 Main Street Agawam,MA 01001 Re: Proposed Capital Improvements , Pioneer Valley Resource Recovery Facility 188 M Street Extension(Bondi's Island) Dear Ms.Kerr: As per your discussion with Gary Pierce last week concerning the comments from the Town Engineer on our submittal to the Planning Board(dated November 16,2000),ecolSpriugfield,LLC, is pleased to enclose four(4)copies of revised Drawing No. WSO-153-L1 -Proposed Site Plan-Rev.F. The drawing is revised to show the location and detail of the proposed"accessible sidewak as that term is defused in the AAB standards. We apologize for.inadvertently referring to the structure as a"ramp" in our letter to Mr. LaRiviere, as technically it is not a"ramp"in terms of the AAB standards in that the slope of the structure will be less than 5%as shown by the detail on the drawing. The enclosed drawing also addresses comments provided by the Agawam Conservation Commission concerning the potential for spillage during the unloading of any sludge delivery vehicles. The associated revisions to the drawing were performed in December 2000 and subsequently approved by the Conservation Commission. Hill Engineers is in receipt of electronic files from Mr.Daley concerning the construction details which coo/Springfield will include as part of its application to Agawam for a building permit. At the time of that application,a copy of the details will also be provided to the Planning Board. If you have any questions or require additional information,please don't hesitate to contact me:at the Facility at(413)785-5120 ext.612. Thank you for your courtesies in this matter. Sincerely, Margre .Morris Manager,Governmental&Community Relations Attachments(4) an 61�f1S11Y!�1"S company 79 North Pearl"Street•Albany•New York•122137 Phone: 518-434-1227•www.energyanswers.com•For,518-436-6343 TOWN OF AGAWAM INTEROFFICE MEMORANDUM - D Mpi To: Planning Board CC: John P. Stone, File From: Engineering Date: November 28, 2000 Subject: Revised Site Plan - Bondi's Island, Pioneer Valley Resource Recovery Facility - 188 M Street Extension - SP 365 Per your request dated November 17, 2000 we have reviewed the revised plans for the above referenced project entitled, " Existing Conditions Plan and Proposed Site Plan, prepared for eco/Springfield, LCC, by Hill Engineers Architects Planners, dated September 6, 2000, revised October 12, 2000, scale 1"=40'." We have the following comments: 1. The applicant is the process of preparing a Notice of Intent for the conservation commission for this site plan. 2. We recommended the following details (in our last memo) to be included for construction purposes: Curbing Detail, Sidewalk Section Detail, Roads/Parking Typical Pavement Section Detail, Catch Basin Detail and Drain Manhole Detail. The applicant proposes to provide details along with the application for a building permit. We would like to review these details when submitted. 3. The handicap ramp mentioned in the letter from Margretta E. Morris, Manager, Government & Community Relations, to Ronald LaRiviere, Acting Chairman of the Planning Board, should be shown on the plans with a detail conforming to current AAB standards. If you have any questions, please do not hesitate to contact our division. Sine rely, games T. Daley, P.E. Van akis 'f`M Town Engineer Civil ngin *i h:lengineerlsiteplan1sp365 1.wpd NOD 1 , Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1.837 M� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Planning Board DATE: November 17, 2000 SUBJECT: Revised Site Plan-Pioneer Valley Resource Recovery Facility, 188 N. Street Extension Please review and comment on the attached revised Site Plan for Pioneer Valley Resource Recovery Facility, 188 N. Street Extension, to be sure that it is ready for the Board's signatures prior to the Board's December 7' meeting. Thank you. DSD/jsg Attachment eco/Springfield, LLC PO Box 608 am Agawam, Massachusetts 01001 Phone: 413-785-5120 �¢ _....._ro,' ' .�. _Y�w•-�,� Fax: 413-731-6481 November 16, 2000 NOV i 72000 Mr. Ronald LaRiviere, Acting Chairman a Agawam Planning Board g 3 Town of Agawam Town Hall, 36 Main Street Agawam, MA 01001 Re: Proposed Capital Improvements Pioneer Valley Resource Recovery Facility 188 M Street Extension (Bondi's Island) Dear Mr. LaRiviere: Pursuant to the conditional approval of our application, eco/Springfield, LLC, is pleased to submit three (3) sets of revised drawings that reflect the comments of both the City's Office of Planning and Community Development dated September 29, 2000 and the Town Engineer dated October 3, 2000. Each set is stapled and has a brief description of the project as well as a listing of the individual drawings. The comments from the City's Office of Planning and Community Development are addressed as follows: Title Block- The street address of the Facility is included in the title block of each drawing. Landscaping - The following note has been included on Drawing No. WSO-153-L1 - Proposed Site Plan and on Drawing No. WSO-153-L2 - Landscape Enlargement Plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the tree belt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location - The location of the entrance sign at the Facility was shown on Drawing No_ WSO-153-L2 - Landscape Enlargement Plan. The sign location has been added to Drawing No. WSO-153-L1 - Proposed Site Plan. r Page 1 of 3 an EnergyAnoswers company a 79 North Pearl Street•Albany•New York- 12207 Phone: 518-434-1227•www.energyanswers.com•Fax: 518-436-6343 0 • Exterior Lighting - A cut sheet for the arm-mounted exterior lights which are proposed to be installed in the northwestern portion of the site and around the perimeter of the waste receiving building is included with each of the project descriptions attached to the drawing sets. The lights are designed to direct light downward and will not create a nuisance condition off the site. Rend ering/Elevations - As discussed and shown on the color rendering presented at the Planning Board meeting, to the extent possible, eco/Springfield, LLC will match the exterior color of the expanded portion of the waste receivng building to the existing structure. Dumpster Location - The existing waste receiving building at the Facility will be expanded and enclosed to facilitate indoor waste handling, storage, and unloading of all waste delivery vehicles. No dumpsters are used to store waste at the Facility. The comments from the Town Engineer are addressed as follows: 1. Please see response to Landscaping above. The following note has been added to Drawing No. WSO-153-L1 -Proposed Site Plan: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division." 3. It is acknowledged that a Notice of Intent is required for this site. The application is being prepared for submission to the Agawam Conservation Commission. 4. The radii of(i) the entrance to the Facility from the private access drive on the northwestern portion of the site and, (ii) the exit from the Facility onto the private access drive by the proposed sludge receiving area on the southeastern portion of the site have been labeled on Drawing No. .WSO-153-L 1 -Proposed Site Plan. 5. The details listed in the comment are essential parts of construction design and will be provided along with the application for a building permit. 6. Please see response to Title Block above. 7. As shown on Drawing No. WS0-153-L1 - Proposed Site Plan, two (2) handicap spaces, one of which will be van accessible, will be provided in the parking area adjacent to the Administration Building. A sidewalk handicap ramp will be installed to provide access to the structure. Page 2 of 3 For your information, the public hearing on our Special Permit Application to the Town of Agawam Board of Appeals was conducted on November 9, 2000, at which time we provided revised copies of the drawings to members of the.Board to replace those included in our. application dated September 20, 2400. The members of the Board toured the facility on the following day. Lastly, we anticipate submitting a Notice of Intent for the proposed capital improvements to the facility with the Agawam Conservation Commission within the next few days. If you have any questions or require additional information, please don't hesitate to contact me at the Facility at(413) 785-5120 ext. 612. Thank you for your courtesies in this matter. Sincerely, LA14 Margretta . Morris Manager, Governmental & Community Relations Attachments(3) Page 3 of 3 Description of Proposed Proiect eco/Springfield, LLC, is proposing capital improvements to the Pioneer Valley Resource Recovery Facility{"the Facility") in order to improve(i) the flow of traffic within the Facility site, (ii) aesthetics, and odor control associated with the delivery, handling, and storage of municipal solid waste("MSW'), to increase the recovery and subsequent recycling of metals contained in the bottom ash stream generated by the combustion of MSW, to provide an environmentally and economically sound option for the disposal of municipal wastewater treatment plant sludges, and to enhance the aesthetics of the Facility. Specifically, the proposed improvements of the Facility include the following items; a. Receiviniz Building Improvements - The existing waste receiving building at the Facility will be expanded and enclosed to facilitate indoor waste handling, storage, and unloading of all MSW delivery vehicles. The proposed expansion of the building will increase the floor space of the structure by approximately 22,000 square feet. The proposed footprint of the waste receiving building is shown on Drawing No. WSO-153-L1. Drawing No. WSO 153-A1 shows exterior elevations of the proposed waste receiving building from both the eastern and western boundaries of the site. Currently, the southern side of the waste receiving area has five(5) large overhead doors that must be open during waste receiving hours to service public and private customers. Thus, waste unloading is visible from U. S. Route 5. Conversely, the proposed expansion includes totally enclosing the receiving area so,that delivery vehicles may be weighed in at the Administration Building and then proceed through a doorway in the western wall of the structure for unloading, prior to exiting the structure through a doorway in the eastern wall. Associated with this modification of the waste receiving structure is the proposed installation of a pitless scale on an interior roadway adjacent to the ash management building. The installation of this scale will allow the weighing of outbound vehicles at a location remote from the weigh-in scale area, which currently services vehicles arriving at the site. In combination, these proposed modifications will improve the flow of traffic through the Facility, enhance the aesthetic appearance of the Facility from public roadways, and minimize the potential for odorous emissions from the unloading and on-site storage of waste. b. Metal Recycling Enhancement- One section inside the existing ash management building will house a new eddy current separator and associated equipment designed to enhance the rBcovery of ferrous metals and provide for the recovery of non-ferrous metals contained in the bottom ash stream generated by the combustion of solid waste. This proposed system will increase the recovery and subsequent recycling of metals contained in the ash stream above the already significant recovery levels presently achieved, and thereby further reduce the amount of ash presently disposed of at the Bondi Island Landfill. The existing ash processing system peovides recovery of ferrous metal at a rate of approximately 21,600 pounds per day. The proposed enhancement of the system is anticipated to recover an additional approximately 7,100 pounds of ferrous metal per day and approximately 1,875 pounds of nonferrous metals per day from the ash stream. The system will be entirely enclosed inside the existing ash management building and will not be visible from the outside_ c. Sludge/MSW Co-combustion System— As shown on Drayving No. WSO-153-LI, in addition to the installation of equipment associated with the sludge injection system, ecolSpringfield, LLC, intends to provide an underground pipeline connection point at the property boundary of the Facility contiguous to the site of the Springfield Regional WasteaterTreatment Plant (" the Springfield WWTP"), along with equipment necessary to achieve the desired solids content for sludge injection. This connection will allow delivery of sludge directly from the Springfield WWTP by pipeline. The proposed modifications of the Facility to provide the ability to co- combust sludge/MSW also include the installation of four(4) storage vessels, each equipped with an air-diffuser mixing system, a pumping system and a carbon-based odor control system to accommodate the receipt of sludge from other municipal wastewater treatment plants in specially designed transport trucks. The four storage vessels and associated equipment will be located within a concrete containment area. Drawing No. WSO-153-Al shows an exterior elevation of the proposed sludge receiving area. d. Site improvements- Improvements are proposed to modify the layout of the parking area, provide an employee picnic area, and improve overall aesthetics with landscaping and fencing modifications. The proposed modifications to the northwestern portion of the site are designed to improve both the aesthetics of the Facility and the workplace environment for Facility employees. Drawing No. WSO-153-L2 is a landscaping enlargement plan detail drawing which shows the proposed improvements to the northwestern portion of the site. A section view from the north through the employees park and parking lot is shown on Drawing No. WSO-153-L3. e. Administration Building Renovation - The proposed expansion and renovation of the Administration Building at the Facility is designed to provide additional office space and expand the men's and women's locker rooms. The proposed addition includes alterations to make the existing locker rooms, the restroom facilities and the administrative entrance more accessible. Drawing No. WSO-153 Al is an exterior elevation from the western boundary of the site which shows the proposed addition to the Administration Building. The proposed expansion at the front of the building will add approximately 266 square feet on the first floor level and approximately 450 square feet on the second floor level. List of Attached Drawin s 1. Drawing No. WSO-153-L0, Rev. B - Existing Site Plan 2. Drawing No. WSO-l53-L1, Rev. B - Proposed Site Plan 3. Drawing No. WSO-153-L2, Rev. B - Landscape Enlargement Plan 4. Drawing No. WSO-153-L3, Rev_ B - Landscape Section 5. Drawing No. WSO-153-A1, Rev. B - East and West Elevations AIRMourited Premium WOO" Use for car lots,street lighting or parking areas. t%I Y� area t.iighting CKSFCatalog Number Example:KSF1150S R2120 SPOS PER �� f KSF1150S R2 120 SM PER Spec-Fermi IES..Dist�6im Qesigaat<"ou sew one) Voltage. „ Mounting HIGH PRESSURE SODIUM 120 {KSFI/KSF2,shipped included) 70W KSF1 70S RZ R3 R4 — 208 SP04 Square pole aw 100W KSFI INS R2 R3 R4 — 240 SP09 Square pole arm 15OW KSFI I R2 R3 R4 — mr RP04 Round pole arms 25OW KSFI R2 R3 R4 — RP09 Round pole arm 409W KSF2 4WS R2 R3 R4 R5S 347 WW04 Wood pole or wall' 1000W KSF3 1000S — R3 R4 MS 489 WWQ9 Wood pole or wall METAL HALIDE T84 WBO4 Wall bracket 100W 9SF1 100M1 R2 R3 R4 — WBO9 Wall bracket 175W KSF1 175M R2 R3 R4 — MB Mountrm bracket 25OW KSFI 250M 02 R3 R4 — UARM Less aarm(wham daring KMA,DA12)2) 40OW KSF2 4WM2 R2 R3 R4 R5S 1000W KSF31000M -- R3 R4 R5S3 (KSF3,shipped included) SP12 Square pole arm Features RP12 Round pole arm wwt2 Wood pole or wail Housing- Rugged, heavy-gauge, aluminum WH12 Wall bracket rectilinear housing. All seams are continu- (Shipped separatelyr ously welded for weather-tight integrity.Dark KMA Fast arm adapter bronze polyester powder finish (DOB) stan- KTMa Twin mounting bar dard; other architectural colors available. DA12P Degree arm(pole) STANDARD PACKAGING DA17WB Degree arm(wall) Door Frame: Natural, anodized, extruded Fmwm ft emplete in unu cartons Options/Accessories aluminum frame with mitered corners, re- only. F,campt� = .. twined with two hinge pins and secured with i. )thy 21l 1R 1505 sz im sty MR OPT ONS/Shipped installed) one quarter turn, quick-release fastener. f2i tartans of 1 arm and 1 SF Single fusa{120,277,347V,-n/a TB) Integrally designed, extruded silicone gaskel DF Dauble fuse(208,240,48OV,n/a TB) provides weather-proof seal between =Quartz restrike system housing and frame. PER NEMA Twist-lack(no photocantrai)recap Lens: thick, impact-resistant tempered recep- tacle only P P EC Emergency circuit glass with thermally applied, silk-screened CH Corrosion-resistant finish power door shield. LS tamp support Mounting Extruded C (KSFI/ KSF2) alumi- CSA Listed and labeled to comply with Canadian num arm for pole or wall mounting shipped it Standards(120,2n,347V only) fixture carton. Optional mountings available. NOTES: For optional Architectural Colors,see page M. 1 Not available with 480Y. 2 Requires a ED-28 reduced jacket lamp. ACCESSORIES(Shipped separately) Optics: Anodized segmented reflectors 3 Requires a BT37 reduced locket tamp. PE1 NEMA Twist-lock photocontral 112% provide superior uniformity and control. Al 4 Multi-tap West(120.2M 2M ZM). �,24OV)7 reflectors in KSF1 /KSF2 and KSF3 Type 1% 5 Use V arm when mourning two luminaires at W. PE3 NEMA Twist-lock photocootral(347V)7 are rotatable and interchangeable. Four cut- s May ordered as accessory. PE4 NEMA Twist-lock photocontrol(480V)7 off distributions available:Type Y e ll (Roadway) r 7 PER option must be orderedmdwhh fixture, a Includes arm. PE7 NEMA Twist-lock photocantrol(277V)7 Type III (Asymmetric), Type IV (Forwari All dimensions are inches(centimeters) SC Shorting cap for PER option Throw) and Type VS (Square(. unless otherwise specified. KSFVG Vandal guard(KSFI/KSF2 only) KSFHS House side shield(KSFI/KSF2-R2,R3 only) Electrical System: High-power factor For Tenon stipfrtters,see page 285. constant-wattage. autotransformer ballast copper wound and 100% factory tested Removable power door and positive-lockin) disconnect plugs. DIMENSIONS Socket: Porcelain, horizontally oriented Housing: KSF1 KSF2 KSF3 mogul-base socket with copper alloy, nickel EPA.$ 1.5 h2(.14 m2) 2.0ft2(.28mZ) 3.0 ftt(28 m2) plated screw shell and center contact. U' j`~!length: 22155.9) 25-rdw {64.31 30-5/16 (n.o) listed 150OW-600V, 4KV pulse rated. jWdth: 16-3116 (41.11 1&1/2 147.0) 24-W46 (61.8) J Depth: 7-1/4(18.41 8.5)16 121.1) 10-1/2 {26.7) Arm length_ 4 il" 4110.2) 12(30.5) Vistings: UL listed for wet locations. Liste+ Maxweighu 39 lbs.(17.7kg) 5.5Itm(24.skg) 85 Rae.438.6kg) and labeled to comply with Canadiai Standards (see Options). a'! i rrune+rn i rr_urrArr- Poles: See pages 259-283. 21; 0 Town of Agawam 36 Main Street Agawam! Massachusetts 01001-1837 ►� TeL 413-786-0400 Fax 413-786-9927 October 10, 2000 Margretta E. Morris eco/Springfield, LLC PO Box 608 Agawam, MA 01001 Dear Ms. Morris: At its duly called meeting held on October 5, 2000, the Agawam Planning Board voted to approve the Site Plan entitled: "Proposed Site Plan prepared for eco/Springfield, LLC, Town of Agawam."prepared by Hill Engineers, Architects, Planners and dated September 6, 2000, revised September 20, 2000 with the following conditions: 1. The comments contained in the memo from the Town Engineer dated September 29, 2000 and attached must be addressed. 2. The continents prepared by the Office of Planning and Community Development dated October 3, 2000 and attached must be addressed. 3. Approval must be obtained from the Agawam Board of Appeals. Three(3) sets of revised plans must be submitted to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283- Sincerely, o ac Ronald LaRiviere, Acting Chairman , �Z Agawam Planning Board ` ZE cc: Clerk 7., Hill Engineers Engineering ' ' Building N ` AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: October 3, 2000 DATE RECEIVED: September 20, 2000 DISTRIBUTION DATE: Sept. 21, 2000 PLANNING BOARD MEETING DATE: October 4, 2000 APPLICANT INFORMATION 1. Name of Business: Pioneer Valley Resource Recovery Facility Address: 188 M Street Ext_, Agawam, MA 01001 2. Owner: eco/Springfield, LLC Address: PO Box 609, Town of Agawam, MA 01001 Telephone-. (413) 785-5120 3. Engineer: Hill Engineers, Architects, Planners Address: 50 Depot Street, Dalton, MA 01226 Telephone: (413)684-0925 PLAN REVIEW Scale: 1" = 40' Date: September 7, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Address of building should be shown on the plan. Description of Project: Project consists primarily of the construction of a 22,000 sq.ft. addition to the existing resource recovery building, additional landscaping, installation of a sludge/MSW Co-combustion System and an addition to the administration building. Site Plan Review Page 2 Description of Site: Site is fully developed with a Resource Recovery Facility. Provision for Traffic Flow: Access to site is to remain unchanged. Parking: Proposed improvements to the site will result in the modification of the parking area. A paved area in the northwestern corner of the site will be converted to a new parking lot consisting of 33 parking spaces and employee picnic area. Parking appears to be adequate. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Additional landscaping is proposed. The following comments must be included on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Not shown. Exterior Lighting: Cut sheets for any new lighting should be provide. Rendering or Elevations: Colors and textures should be provided. Dumpster Location: Not provided. Other Comments or Concerns: TOWN OF AGAWAM INTEROFFICE MEMORANDUM - i p To: Planning Board CC: John P. Stone, File From: Engineering Date: September 29, 2000 Subject: Site Plan - Bondi's Island, Pioneer Valley Resource Recovery Facility - 188 M Street Extension - SP 365 Per your request dated September 21, 2000 we have reviewed the plans for the above referenced project entitled, " Existing Conditions Plan and Proposed Site Plan, prepared for eco/Springfield, LCC, by Hill Engineers Architects Planners, dated September 6, 2000, scale 1"=40'." We have the following comments: I. The following notes should be included on the plans; " Prior to any installation of any sewer,water or drainage lines,the contractorfowner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division. " "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel. " 2. A Storm Drain Permit will not be required from the Department of Public Works. The additional impervious area being created will create no substantial increase in run-off. It would be impractical to require detention to restore pre-construction stormwater events. 3. A Notice of Intent will be required for this site. There are proposed changes being made within the 100 year flood plain. Calculations should be submitted for compensatory storage. There is also construction being proposed within the 200' riparian. 4. All proposed radii should be labeled. 5. We recommend the following details to be included for construction purposes: Curbing Detail, Sidewalk Section Detail, Roads/Parking Typical Pavement Section Detail, Catch Basin Detail and Drain Manhole Detail. 6. The street address should be included in the title block. 7. A minimum of two handicap spaces are required, at least one of these spaces must be van accessible. Sidewalk handicap ramps conforming to current AAB standards will be required if the parking area r is not at the same elevation as the adjacent sidewalk in the area of the proposed handicap spaces. If you have any questions, please do not hesitate to contact our division. Sincerely, s T. Daley, P.E. Va45r nakisTown Engineer Cie I h:leg&eerlseteplanlsp365.wpd MEMO` To: Deborah S. Dachas,Director of Planning& Community Development From: Sergeant Donald Galler S Subject: Site Plan- Bondi's Island, loner Valley Resource Recovery Facility Date: October 5, 2000 I have reviewed the site plan for the expansion of the existing waste receiving building et cetera and this construction will have no impact on pedestrian or traffic safety. 10-02-2000 9.23AM FROM P. 1 AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAK KA 01001 0 FIRES TELEPHONE (413) 786-0657 David A. Pisano Chief of Department REPORT,nF DJ4;PECTiOI�I TO : PLANNING MS . DACHOS Inspection Was (made at ECo . / SPR I NGF I ELD ( ENERGY ANSWERS ) Name - --- -- - - M-STREET SONDI ' S ISLAND AGAWAM MA . 01001 Address And found in Compliance x x x Not in Compliance With the requirements of the Agawam Fire Department. Remarks, ALL PERMITS ARE ON FILE AND 1NFORCE AT THIS TIME Dace 1 0/0 2/0 0 Title Fire Inspector Ok PREVENTION IS YOUR KEY TO F]RE SAFETY .+ r r f , t' li p k Town of A awam 36 Main Street Agawam,Massachusetts 01001-1837 Tel, 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector,Engineering Department, Police Department, Fire 13"wtrnent FROM: Deborah S. Dachos, Director Office of Planning&Community Development DATE: September 21, 2000 SUBJECT: Site Plan-Bondi's Island, Pioneer Valley Resource Recovery Facility Please review and comment on the attached Site Plan for Pioneer Valley Resource Recovery Facility, Bondi's Island, prior to the Board's October 5, 2000 meeting, Thank you. ��g� FeaV Ipptevet+ °SUeetDSD/Jsgo0Q 0 p►fl�pQ' Attachment AMS10$11B IP S� aGq AGAWAM FIRE DEPARTMENT g3 800 MAIN STREET 0 AGAW AM, MA 01001 �¢EVE1�T .!. TELEPHONE (413) 786-0657 FAX (413) 786-1241 David A. Pisano Chief of Department �TEIap� M. Martin Deputy Chief FIRES Stephen M f 9/22/00 RE; Site Plan Resource Recovery(Bondi's Island) Dear Sir/Madam Do to the lack of currently valid permits for the storage of fuel at this location the Agawam Fire Dept. Cannot issue any approval or permits until these permits have been brought up to date. Fire IIInsp,.',�M.M,erc to 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 j Office of Planning and Community Development 36 Main Street Agawam, MA 01001 I. Name of Business Pioneer Valley Resource Recovery Facility Address 188 M Street Ext. , Town of Agawam Z. Name of Applicant/Owner eco/springfield, LLc AddreSS PO Box 609, Town of Agawam, MA 01001 Telephone (413) 785-5120 3 dame of En&eer/Architect Hill Engineers, Architects, Planners_ Address 50 Depot Street, Dalton. MA 01226 _ Telephone_ (413) 684-0925 - 4. Please give a brief description of the proposed project: See attached description and list of drawings. SEP 2 00 PLANNING 90ARD Revised 11/06/98 Description of Proposed Project eco/Springfield, LLC, is proposing capital improvements to the Pioneer Valley Resource Recovery Facility("the Facility") in order to improve (i) the flow of traffic within the Facility site, (ii) aesthetics, and odor control associated with the delivery, handling, and storage of municipal solid waste ("MSW'), to increase the recovery and subsequent recycling of metals contained in the bottom ash stream generated by the combustion of MSW, to provide an environmentally and economically sound option for the disposal of municipal wastewater treatment plant sludges, and to enhance the aesthetics of the Facility. Specifically, the proposed improvements of the Facility include the following items: a. Receiving Building Improvements - The existing waste receiving building at the Facility will be expanded and enclosed to facilitate indoor waste handling, storage, and unloading of all MSW delivery vehicles. The proposed expansion of the building will increase the floor space of the structure by approximately 22,000 square feet. The proposed footprint of the waste receiving building is shown on Drawing No. WSO-I53-Ll. Drawing No. WSO-IS3-Al shows exterior elevations of the proposed waste receiving building from both the eastern and western boundaries of the site. Currently, the southern side of the waste receiving area has five(5)large overhead doors that must be open during waste receiving hours to service public and private customers. Thus, waste unloading is visible from U. S. Route 5. Conversely, the proposed expansion includes totally enclosing the receiving area so that delivery vehicles may be weighed in at the Administration Building and then proceed through a doorway in the western wall of the structure for unloading, prior to exiting the structure through a doorway in the eastern wall. Associated with this modification of the waste receiving structure is the proposed installation of a pitless scale on an interior roadway adjacent to the ash management building. The installation of this scale will allow the weighing of outbound vehicles at a location remote from the weigh-in scale area, which currently services vehicles arriving at the site. In combination, these proposed modifications will improve the flow of traffic through the Facility, enhance the aesthetic appearance of the Facility from public roadways, and minimize the potential for odorous emissions from the unloading and on-site storage of waste. b. Metal Re ycling Enhancement - One section inside the existing ash management building will house a new eddy current separator and associated equipment designed to enhance the recovery of ferrous metals and provide for the recovery of non-ferrous metals contained in the bottom ash stream generated by the combustion of solid waste. This proposed system will increase the recovery and subsequent recycling of metals contained in the ash stream above the already significant recovery levels presently achieved, and thereby further reduce the amount of ash presently disposed of at the Bondi Island Landfill. The existing ash processing system provides recovery of ferrous metal at a rate of approximately 21,600 pounds per day. The proposed enhancement of the system is anticipated to recover an additional approximately 7,100 pounds of ferrous metal per day and approximately 1,875 pounds of nonferrous metals per day from the ash stream. The system will be entirely enclosed inside the existing ash management building and will not be visible from the outside. c. SludgefMSW Co-combustion System— As shown on Drawing No. WSO-153--LI, in addition to the installation of equipment associated with the sludge injection system, eco/Springfield, LLC, intends to provide an underground pipeline connection point at the property boundary of the Facility contiguous to the site of the Springfield Regional WasteaterTreatment Plant (" the Springfield WWTP"), along with equipment necessary to achieve the desired solids content for sludge injection. This connection will allow delivery of sludge directly from the Springfield WWTP by pipeline. The proposed modifications of the Facility to provide the ability to co- combust sludge/MSW also include the installation of four(4) storage vessels, each equipped with an air-diffuser mixing system, a pumping system and a carbon-based odor control system to accommodate the receipt of sludge from other municipal wastewater treatment plants in specially designed transport trucks. The four storage vessels and associated equipment will be located within a concrete containment area. Drawing No. WSO-153 Al shows an exterior elevation of the proposed sludge receiving area. d. Site Improvements - Improvements are proposed to modify the layout of the parking area, provide an employee picnic area, and improve overall aesthetics with landscaping and fencing modifications. The proposed modifications to the northwestern portion of the site are designed to improve both the aesthetics of the Facility and the workplace environment for Facility employees. Drawing No. WSO-153-L2 is a landscaping enlargement plan detail drawing which shows the proposed improvements to the northwestern portion of the site. A section view from the north through the employees park and parking lot is shown on Drawing No. WSO-l53-LI e. Administration BuildingRenovation enovation -The proposed expansion and renovation of the Administration Building at the Facility is designed to provide additional office space and expand the men's and women's locker rooms. The proposed addition includes alterations to make the existing locker rooms, the restroom facilities and the administrative entrance more accessible. Drawing No. WSal53 Al is an exterior elevation from the western boundary of the site which shows the proposed addition to the Administration Building. The proposed expansion at the front of the building will add approximately 266 square feet_on the first floor level and approximately 450 square feet on the second floor level. List of Attached Drawings 1. Drawing No. WSO-153-LO -Existing Site Plan 2. Drawing No. WSO-153-L1 - Proposed Site Plan 3. Drawing No. WSO-153-L2 -Landscape Enlargement Plan 4. Drawing No. WSO-153-L3 -Landscape Section 5. Drawing No. WSO-153-A1 - East and West Elevations Town of Agawam y 36 Main Street Agawam, Massachusetts 01001-1837 q D MP Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Department, Police Department, Fire Department FROM: Deborah S. Dachos, Director Office of Planning & Community Development DATE: September 21, 2000 SUBJECT: Site Plan-Bondi's Island, Pioneer Valley Resource Recovery Facility Please review and comment on the attached Site Plan for Pioneer Valley Resource Recovery Facility, Bondi's Island, prior to the Board's October 5, 2000 meeting. Thank you. DSD/j sg Attachment l . eco/Springfield, LLC PO Box 608 am Agawam, Massachusetts 01001 Phone: 413-785-5120 Fax: 413-731-6481 September 20,2000 Sf P 2 0 ZOQO Ms. Deborah Dachos,Director IWNU � �`�V�,Planning and Conservation y Town of Agawam Town Hall, 36 Main Street Agawam,MA 01001 Re Proposed Capital Improvements Pioneer Valley Resource Recovery Facility 188 M Street Extension(Bondi's Island) Dear Ms. Dachos: Pusuant to our recent discussion,eco/Springfield,LLC, is pleased to submit ten(10)sets of drawings that reflect the current facility and the proposed capital improvements to the Pioneer Valley Resource Recovery Facility located at 188 M Street Extension(Bondi's Island). Each set is stapled and has a brief description of the project as well as a listing of the individual drawings. All of the proposed modifications are consistent with the zoning requirements of the Town of Agawam as specified at Chapter 180 of the Code of the Town of Agawam. If you have any questions or require additional information, please don't hesitate to contact me at the Facility at(413)785-5120 ext. 612. Thank you again for your courtesies in this matter. Sincerely, Margr E. Morris Manager,Governmental&Community Relations Attachments (10) an ErWrgWr W M company 79 North Pearl Street•Albany•New York•12207 Phone:518-434-1227•www.energyanswers.com•Fax: 518-436-6343 3 AGAWAIlI 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 Community Development .36 Main Street Agawam, MA 01001 i. Name of Business, Pioneer Valley Resource Recovery Facility Address 188 M Street Ext. , Town of Agawam 2 Name of Applicant/Owner eco/Springfield, LLC Address PO Box 609, Town of Agawam, MA 01001 Telephone (413) 785-5120 3. Name ofEngineer/AtChlteCt Rill En ineers Architects Planners Address 50 Denot Street, Dalton, MA 01226 Telephone (413) 6,94-0225 4. Please give a brief description of the proposed project: See attached description and list of drawings. Revised 11/06/98 Description of Proposed Projgct eco/Springfield, LLC, is proposing capital improvements to the Pioneer Valley Resource Recovery Facility("the Facility") in order to improve(i) the flow of traffic within the Facility site, (ii) aesthetics, and odor control associated with the delivery, handling, and storage of municipal solid waste('MSW'), to increase the recovery and subsequent recycling of metals contained in the bottom ash stream generated by the combustion of MSW, to provide an environmentally and economically sound option for the disposal of municipal wastewater treatment plant sludges, and to enhance the aesthetics of the Facility. Specifically, the proposed improvements of the Facility include the following items: a. Receiving Building imRroy=ents -The existing waste receiving building at the Facility will be expanded and enclosed to facilitate indoor waste handling, storage, and unloading of all MSW delivery vehicles. The proposed expansion of the building will increase the floor space of the structure by approximately 22,000 square feet. The proposed footprint of the waste receiving building is shown on Drawing No. WSO-153-L1. Drawing No. WSO--153 AI shows exterior elevations of the proposed waste receiving building from both the eastern and western boundaries of the site. Currently,the southern side of the waste receiving area has five (5) large overhead doors that must be open during waste receiving hours to service public and private customers. Thus, waste unloading is visible from U. S. Route 5. Conversely, the proposed expansion_ includes totally enclosing the receiving area so that delivery vehicles may be weighed in at the Administration Building and then proceed through a doorway in the western wall of the structure for unloading, prior to exiting the structure through a doorway in the eastern wall. Associated with this modification of the waste receiving structure is the proposed installation of a pitless scale on an interior roadway adjacent to the ash management building. The installation of this scale will allow the weighing of outbound vehicles at a location remote from the weigh-in scale area, which currently services vehicles arriving at the site. In combination, these proposed modifications will improve the flow of traffic through the Facility, enhance the aesthetic appearance of the Facility from public roadways, and minimize the potential for odorous emissions from the unloading and on-site storage of waste. b. Metal RWeling EnhancgMent-One section inside the existing ash management building will house a new eddy current separator and associated equipment designed to enhance the recovery of ferrous metals and provide for the recovery of non-ferrous metals contained in the bottom ash stream generated by the combustion of solid waste. This proposed system will increase the recovery and subsequent recycling of metals contained in the ash stream above the already significant recovery levels presently achieved, and thereby further reduce the amount of ash presently disposed of at the Bondi Island Landfill. The existing ash processing system provides recovery of ferrous metal at a rate of approximately 21,600 pounds per day. The proposed enhancement of the system is anticipated to recover an additional approximately 7,100 pounds of ferrous metal per day and approximately 1,875 pounds of nonferrous metals per day from the ash stream. The system will be entirely enclosed inside the existing ash management building and will not be visible from the outside. s c. Slud e!M W Co-combustion System—As shown on Drawing No. WSO-I53-Li, in addition to the installation of equipment associated with the sludge injection system, eco/Springfield, LLC, intends to provide an underground pipeline connection point at the property boundary of the Facility contiguous to the site of the Springfield Regional WasteaterTreatment Plant C'the Springfield WWTP"), along with equipment necessary to achieve the desired solids content for sludge injection. This connection will allow delivery of sludge directly from the Springfield WWTP by pipeline. The proposed modifications of the Facility to provide the ability to co- combust sludge/MSW also include the installation of four.(4) storage vessels, each equipped with an air-diffuser mixing system, a pumping system and a carbon-based odor control system to accommodate the receipt of sludge from other municipal wastewater treatment plants in specially designed transport trucks. The four storage vessels and associated equipment will be located within a concrete containment area. Drawing No. "0-153-A1 shows an exterior elevation of the proposed sludge receiving area. d. Site Improvements -Improvements are proposed to modify the layout of the parking area, provide an employee picnic area, and improve overall aesthetics with landscaping and fencing modifications. The proposed modifications to the northwestern portion of the site are designed to improve both the aesthetics of the Facility and the workplace environment for Facility employees. Drawing No. WSO-153-L2 is a landscaping enlargement plan detail drawing which shows the proposed improvements to the northwestern portion of the site. A section view from the north through the employees park and parking lot is shown on Drawing No. WSO I53-L3. e. Administration Building Renovation - The proposed expansion and renovation of the Administration Building at the Facility is designed to provide additional office space and expand the men's and women's locker rooms. The proposed addition includes alterations to make the existing locker rooms, the restroom facilities and the administrative entrance more accessible. Drawing Na WSO-153 AI is an exterior elevation from the western boundary of the site which shows the proposed addition to the Administration Building. The proposed expansion at the front of the building will add approximately 266 square feet on the first floor level and approximately 450 square feet on the second floor.level. List of Attached Drawings 1. Drawing No. WSO-153-LO -Existing Site Plan 2. Drawing No. WSO-153-L1 -Proposed Site Plan 3. Drawing No. WSO-153-L2 -Landscape Enlargement Plan 4. Drawing No. WSO-153-L3 -Landscape Section 5. Drawing No. WSO-153-Al -East and West Elevations .. ..............EXIST1W 24"" ;ST-ORM DRAIN EX15TT I 5 J, FL 7 PAQ4 VAIC AW PRI ,VS- S 'PROP)OP ay 8CALE 1 1 000' fill L ------LEGEND IRON PIN WITH ID CAP SET GUARD RAIL j EDGE OF TRAVELED 'WAY 0 RAILROAD SPIKE SET IN BLACKTOP -RET41NIN WALL 7'r EXIS77NG-G STACK 0 MAGNETIC NAIL SET GAS SERVICE 'QP.OSED SIGN WATER' SERVICE ;C6#4 IIIIII IA VNL0kff4G ELECTRIC TRANSFORMER $ANITARY SEWER 'I T Ilot,44 LIGHT POLE rAINMENT A OVERHEAD' WIRES 40—X 72'/%U" ILITY POLE OU ELECTRI 'CATCH BASIN' LEAC HATE FORCE MAIN N PROPOSED CATCH BASIN \N . I I .. STEAM" LINE 5.DRAIN MANHOLE -E SP Z PROPOSED VAWACCESSIBL AG PROPOSED PIPE .OES!�!q jS wirk At �.A PROPOSED ACCES IKE: AL-SIOEW -,K E SEE DETAIL_y TELEPHONE MANHOLE HAYBALES OR 'SILT FENC E BARRIER.WATER SHUTOFF PROPOSED ON ADAWISMT/SHRUB ADD177ON BOLLARD x STING HYDRANT ' PROPOSED EDGE- OF CUR.8 v IEXI SETBACK IPROPOSED EROSION BARRIER 00 RIV FRONT SETEIAOK CB- W/EROSION CONTROL 2 100 YEAR FLOOD tLEVAtI6N,,_' f III it fi. fill,I x 64.o PROPOSED SPOT GRADE '40 ZONING ANALYSIS (4) 50,000 GAL. SLUDGE TANKS- GR AD REQUIRED CURREN T PROPOSED CONTAINMEN AREA 4 FEET BELOW 00 HIF WH 3 FOOT -GRADE ABOVE FRONT SETBACK 40, 402 SITE PLJ kGAWAN's 25' Iao ()o SIDE REAR SETBACK 25 31:9 HEIGHT 400 40' 40,13UILDING COVERAGE sox 26X 37X,,;PACES PARKING NIA 41 SPACES-1.* ACRES 4.1* ACRES . f N/A 4.IMPERWOUS AREAS IE TAB LE DRAINAGE STRUCTUR S -TURE /SIZE/MAT. IN SIA/MAT TRUC Rlu 1w. IN V. QU T/ PIP '64.5-54.0/1.2"O/HDOE 57.0 54-0/12"O HOPE PR6:3,57.5 N/A 54.5/CW 64.25 X m. wAStE 'WA fRt# T PLANT CB#2 12"O/HDPE-3/:CI3#3 56.5 N/A 54. 8"O/HDPE AGQ&22af.i SIQE�WALK AJL.62.5 N/A HDPt CB#4 �9/12W I-4.7 CB#5 - 6 N/A -61.5/1 1" DPE O/H -P 0 166'DMH#1 60.0 57.0/12-0/HDPE 51.0/,1,2"0/`HDPE No SCALE: 1 40 lip p_ROPOSED SITE PLAN GENERAL NEU 1. PRIOR TO ANY . INSTALLATI ER,.-0R ;'DRAINAGE LINES, THE QF AGAWAM'S ENGINEER G D VIS ONP$HALL, CONTACT �THE, TOWN IN I I -OR PREPARED F R(413) 786-0,400 X 275/8, NO :PIPING/AP 2/29/Ql PURTENANCE$. WILL. BE', 'INSTALLE D TT IELDL LLC F A M SIBLE SID O/Sp ec NG 1 BACKFILLED WITHOUT THE.PERMI.SSION OF THE DIVISION.L PLANTINGS MUST BE MAINTAINED AND THAT PORT-ION OF THE PUBLIC WAY A IN 2. AL E UNLOADIR4 COWAI 20/00 WENT:. 12/ STREET EXTENSION t"TE', P L THE PARCE� AND INCLUDING THE TREEBELT SHALL BE -MAINTAINED IN A SAFE'AND 88' �m E!�R:Qpo ( -D, E SION 'R. . �'AGAWAM S�TT ATTRACTUVE CONDITION BY THE OWNER OF THE PARCEL� R BARRIE - SHALL HAVE DEE AND OIL/WATE-P R SEPA OT 3. ALL.,NEW CATCH� BASINS SUMPS (4 FOOT P, 12.2 84—.O.' Box 29,3 50',Q N­ THE �PIPE -99 ETS. ML6. 0 2 H ill 0 tR OUTL SO,.oet DdIton,, coimp.� - . : DRAW1 P tS �pngineepR:IS 4. EROSION TROL BARRIERS MUST BE IN R RK I)ON]E L--A. N RE\ a 00"ING BOARD. AMD, WQ/SEDIMENT C.ON ON,'SITE AND NOT ,REMOVED UNTIL ALL VEGETATION IS FESTAOLUS."ED. K IV- HECX' �A 1.5 TANkS ED. BY'EXCAVATED-. MATERI L ON, R 5. -ANY STOCKPILE$ OF. At. MUST BE,,CNOMPAtS EROS16N C T �OL L BY IDE$CR.".Q"- DA T BARRIER REV DH L ,H ecolSpringfield, etc am ' PO Sox 608 �� __. _""�`. ' Agawam,Massachusetts 01001 Phone: 413-785-5120 Fax: 413-731-6481 December 22, 2000 Mr. Richard Foster Executive Office of Environmental Affairs,MEPA Unit 251 Causeway Street Suite 900 Boston,MA 02114 ' Re: Notice of-Project Change J g Pioneer Valley Resource Recovery Facility ' Dear Mr. Foster: ' Enclosed are an original and one (1) copy of eco/Springfield, LLC's Notice of Project Change for proposed capital improvements to the Pioneer Valley Resource Recovery Facility located in Agawam, Massachusetts. A list of the other recipients of the document is included in r ATTACHMENT D. eco/Springfield, LLC is proposing the modifications of the Facility described in this Notice of Project Change in order to improve the flow of traffic within the Facility site and minimize. potential odor associated with the delivery, handling;and storage of MSVt, to increase the recovery ' and subsequent recycling of metals contained in the bottom ash stream generated by the combustion of MSW, to provide an environmentally and economically sound option for the disposal of municipal wastewater treatment plant sludges, and to enhance the aesthetics,of the Facility. We believe that the proposed capital improvements are in the best interest of the municip9lities we serve,the MADEP and eco/Springfield,LLC. Hook forward W hearing from the MEPA Unit concerning our request that.the proposed changes,to - the project are insignificant and do not warrant further MEPA review. In the meantime, if there are any questions concerning the document,please call me.at(518)434-1227_ Sincerely, a Gary G. PierceDEC2 9 Manager of Environmental Services i cc: Circulation List � ,� 1 . an Energp4nswers company ' 79 North Pearl Street•Albany•New York•12207 Phone: 518-434-1227•www.energyanswers.com•Fax: 518-436-6343 Commonwealth of Massachusetts For Office Use Only Executive Office of Environmental Affairs ■ MEPA Office Executive Office of Environmental Affairs ' MEPA Analyst: NPCPhone: 617-626- ' Notice of Project Change for Project Change The information requested on this form must be completed to begin MEPA Review of a NPC in ' accordance with the provisions of the Massachusetts Environmental Policy Act and its implementing regulations (see 301 CMR 11.10(1)). ' Project Name: Capital Improvements to the Pioneer Valley Resource EOEA#: 5168, 10148 Recovery Facility Street: 188 M Street Extension ' Municipality: Agawam Watershed: Connecticut River Universal Tranverse Mercator Coordinates: Latitude: 042 05 26 N Longitude: 072 35 30 W ' Status of project construction: 0 %complete Proponent: ecolSpringfield, LLC Street: PO Box 608 Municipality: Agawam State: MA Zip Code: 01001 Name of Contact Person From Whom Copies of this NPC May Be Obtained: Gary G. Pierce Firm/Agency: EAC Operations, Inc_ Street: 79 North Pearl Street Municipality: Albany State: NY Zip Code: 12207 ' Phone: 518-434-1227 Fax: 518-436-6343 E-mail: L] I g ieree ,energyanswers.com In 25 words or less, what is the project change? Capital improvements resulting in improved traffic flow, minimization of potential odors, installation of system to co-combust POTW sludge with MSW and increased recovery of metals. See full project change description beginning on page 3. Date of ENF filing or publication in the Environmental Monitor: NA ' Was an EIR required? XYes ❑No; if yes, The existing facility did undergo MEPA review (EOEA#5168) prior to construction and was certified on December 28, 1984. The addition of waste transfer capability also underwent MEPA review(EOEA#10148) 1 and was certified on September 23, 1994_ was a Draft EIR filed? XYes (Date: Certified on September 28, 1984) ❑No was a Final EIR filed? XYes (Date: Certified on December 28, 1984) ❑No was a Single EIR filed? ❑Yes (Date: } XNo .July 2000 1 i Have other NPCs been filed? XYes (Date(s): ) ❑No iOn February 4, 1993, in response to a notification of change dated January 29, 1993, the EOEA opined that no further MEPA review was required concerning a proposed increase in the daily ' peak capacity of the existing combustion units at the facility. PERMITS I FINANCIAL ASSISTANCE 1 LAND TRANSFER List or describe all new or modified state permits, financial assistance, or land transfers not ' previously reviewed: See Attachment A(Project Change Description), Section (c)(5) iAre you requesting a finding that this project change is insignificant? (see 301 CMR 11.10(6)) XYes ❑No; if yes, attach justification. ' See Attachment A (Project Change Description), Section (c) ' Are you requesting that a Scope in a previously issued Certificate be rescinded? ❑Yes XNo; if yes, attach the Certificate ' Are you requesting a change to a Scope in a previously issued Certificate? ❑Yes XNo; if yes, attach Certificate and describe the change you are requesting: Summary of Project Size Previously Net Change Currently & Environmental Impacts reviewed Proposed ' LAND Total site acreage 5A 0 5.4 ' Acres of land altered 5.4 0.1* 5.4 Acres of impervious area 4.1 0 4.1 Square feet of bordering vegetated 0 0 0 wetlands alteration Square feet of other wetland alteration 0 0 0 iAcres of non-water dependent use of 0 0 0 tidelands or waterways iSTRUCTURES Gross square footage 61,158 25,875** 87,033 ' Number of housing units 0 0 0 Maximum height (in feet) 40 0 40 ' TRANSPORTATION Vehicle trips per day 318 5 323 Parking spaces 36 5 41 ' 2 WATERMASTEWATER Gallons/day (GPD) of water use 173,795 0 173,795 GPD water withdrawal 0 0 0 GPD wastewater generation/treatment 15,794 0 15,794 ' Length of water/sewer mains (in miles) 0 0 0 * ama associated with sludge receiving includes areas associated with sludge receiving and waste receiving building expansion Does the project change involve any new or modified: 1. conversion of public parkland or other Article 97 public natural resources to any purpose not in accordance with Article 97? ❑Yes XNo 2. release of any conservation restriction, preservation restriction, agricultural ' preservation restriction, or watershed preservation restriction? ❑Yes XNo 3. impacts on Estimated Habitat of Rare Species, Vernal Pools, Priority Sites of Rare Species, or Exemplary Natural Communities? ❑Yes XNo 4. impact on any structure, site or district listed in the State Register of Historic Place or the inventory of Historic and Archaeological Assets of the Commonwealth? [—]Yes XNo; if yes, does the project involve any demolition or destruction of any listed or inventoried historic or archaeological resources? ❑Yes ❑No 5. impact upon an Area of Critical Environmental Concern? ❑Yes XNo If you answered 'Yes' to any of these 5 questions, explain below: ' PROJECT CHANGE DESCRIPTION (attach additional pages as necessary). The project change description should include: ' (a) a brief description of the project as most recently reviewed (b) a description of material changes to the project as previously reviewed, (c) the significance of the proposed changes, with specific reference to the factors listed ' 301.CMR 11.10(6), and (d) measures that the project is taking to avoid damage to the environment or to minimize and mitigate unavoidable environmental impacts. See Attachment A 1 1 3 1 Attachments: 1. Secretary's most recent Certificate on this project (See Attachment B) ' 2. Plan showing most recent previously-reviewed proposed build condition (See Attachment C) 3. Plan showing currently proposed build condition (See Attachment C) 4_ List of all agencies and persons to whom the proponent circulated the NPC, in accordance with ' 301 CM 11.10(7). (See Attachment D) ' Date Signatu a of Responsible Officer Date Signature of person preparing or Proponent NPC (if different from above) Gary G. Pierce _ Name (print or type) Name (print or type) 1 EAC Operations Inc. Firm/Agency Firm/Agency ' Pearl 79 North Pea Street ' Street Street Albany, NY 12207 _ _ _ Municipality/State/Zip Municipality/State/Zip ' 518-434-1227 ' Phone Phone 1 1 1 t 4 1 1 ATTACHMENTS ' LIST OF ATTACHMENTS ' ATTACHMENT A -Project Change Description ATTACHMENT B -Previous MEPA Certifications ' Existing Combustion Facility Certification Notification of Change - Increase in Daily Throughput Waste Transfer Capability Certification ' ATTACHMENT C -Facility Plans USGS Map ' Drawing No. WSO-153-LO - Existing Site Plan Drawing No. WSO-153-L1 - Proposed Site Plan ' ATTACHMENT D - Notice of Project Change Circulation List 1 � " 1 1 1 1 � 1 1 ` 1 1 1 1 ATTACHMENT A tProject Change Description 1 1 1 - t 1 i i PROJECT CHANGE DESCRIPTION This Notice of Project Change is submitted to the Executive Office of Environmental Affairs ("EOEA") by eco/Springfield, LLC, ("the Applicant") to satisfy the requirements of the Massachusetts Environmental Policy Act("MEPA") with respect to the Applicant's proposal to perform capital improvements to the Pioneer Valley Resource Recovery Facility ("the Facility"). The capital improvements include installation of a sludge injection system to allow efficient co- combustion of municipal wastewater treatment plant sludges with municipal solid waste ("MS W") in the three existing solid waste combustion units at the Facility. The Applicant requests that the EOEA deem the proposed changes to the existing Facility insignificant in terms of their environmental consequences and determine that no further MEPA review is required. In accordance with 301 CMR 11.00, the project change description should include the following: (a) a brief description of the project as most recently reviewed, (b) a description of material changes to the project as previously reviewed, i (c) the significance of the proposed changes, with specific reference to the factors listed at 301 CMR 11.10(6), and ' (d) measures that the project is taking to avoid damage to the environment or to minimize and mitigate unavoidable environmental impacts. These items are described as follows: ' (a) PROJECT DESCRIPTION: ' Thq Facility is an existing MSW combustion facility that operates in conjunction with a collocated transfer station. Formerly called the Springfield Resource Recovery Facility, the Facility is located in the Town of Agawam, Massachusetts, on the west bank of the Connecticut River, adjacent to the Springfield Regional Wastewater Treatment Plant. It has convenient ' access to the region's major interstate highways including U.S. Route 91 (N-S) and U.S. Route 90 (E-W), facilitating waste delivery and transfer operations. Commercial operation of the combustion facility began on August 1, 1988 and commercial operation of the transfer station began on October 1, 1996. The Facility is owned and operated by the Applicant, a subsidiary of EAC Operations, Inc. ("EAC"), which acquired the Facility from Springfield Resource Recovery Limited Partnership ("SRRLP") on June 1, 1999. Prior to the acquisition, SRRLP owned and operated the Facility for ' its entire commercial life. Except where functions overlapped with corporate capabilities, all Page 1 of 12 employees, including operations, maintenance and administrative personnel and management, remained in place following the transition in ownership. ' Drawing No. WSO-153-LO contained in Appendix C is a site plan of the existing Facility. The Facility consists of three municipal waste combustors ("MWC's"), each having a design capacity of 160 ram feeder strokes per day, which is equivalent to approximately 136 tons per day of ' MSW, assuming a higher heating value of 4,500 BTU per pound. The daily waste processing capacity of the Facility is 408 tons per day. Annual throughput for the Facility is limited to 131,400 tons per year. Heat is recovered from the combustion process in the form of steam. The steam turns a turbine generator to produce electricity. The MWC units are Enercon Model WESG-120M, mass-burn refractory lined combustors. The primary combustion chamber of each combustor consists of six(6)progressively lower refractory lined hearths resembling "steps". Solid waste is tumbled from step to step by hydraulically activated rams. Following the primary combustion chamber, a secondary chamber provides time for completion of combustion reactions. The secondary chamber is designed to provide combustion gas one second residence time at 1800 °F. Combustion gases from the secondary chambers pass into separate waste heat boilers sharing a common turbine, condenser, cooling tower and water treatment system. A portion of the steam from the three boilers can be delivered to the Springfield WWTP. The remaining steam drives ' the turbine generator, which generates electricity for internal plant use and for sale. Each boiler produces up to 32,000 pounds per hour of 750 °F, 750 psig steam. The steam turbine/generator generates up to 9.4 MW of electricity for internal plant use (1.9MW) and for sale (7.5MW)to the Western Massachusetts Electric Company ("WMECO"). The electricity sold to WMECO is enough to power approximately 7,500 homes. fFlue gas leaving each boiler passes through an economizer and then splits into two streams. A portion of the flue gas is recirculated back to the combustor where it is used to assist in controlling combustion gas temperatures entering the waste heat boilers and in inhibiting the formation of oxides of nitrogen. The majority of the flue gas is further cooled in a gas temperature control heat exchanger for energy recovery and improved air quality control system performance. The flue gas cleaning system for each combustor includes the dry injection of lime for acid gas control followed by a pulsed jet cleaned fabric filter(baghouse) for particulate control. The combustor flue gas enters a dry absorption reactor where it is mixed with dry, finely powdered hydrated lime, Ca(014)21 to remove acid gases. The gas, now carrying dry reaction products and fly ash particulate, exits the reactor and is directed to the fabric filter for particulate removal and collection. A silo is provided for storage of the hydrated lime. Page 2 of 12 1 The cleaned flue as then asses through the induced draft fan and is discharged into a 175-foot g p g g stack that is common to all three units. The continuous emission monitoring system ("CEMS") ' is located on the stack, downstream of the air pollution control systems. The CEMS monitors emissions of sulfur dioxide, oxides of nitrogen, carbon monoxide, carbon dioxide and opacity. ' CEMS data are used for compliance demonstration purposes. Reports are submitted on a monthly basis to MADEP. The Facility must also meet air quality control standards for total suspended particulate, beryllium, lead, mercury, hydrogen chloride, and polychlorinated dibenzo- p-dioxins and polychlorinated dibenzofurans. Compliance with these standards is demonstrated using emissions data generated during stack tests conducted every nine months. In addition to the three MWC trains, the Facility operates a package boiler to supply in-house ancillary steam needs. The boiler was manufactured by Cleaver Brooks and produces approximately 15,000 pounds per hour of 460 psi steam. The boiler is equipped with a Gordon Platt to-NOx burner. The burner can fire either natural gas or a mixture of natural gas and landfill gas at a rate of up to 18.48 mmBtuthr. Landfill gas is supplied from the landfill gas collection facility operating at the Bondi's Island Landfill, which is located across U.S. Route 5 ' from the Facility. The entire Facility is controlled from a central control room. A distributed control system ("DCS") collects operating information from various locations in the plant and displays it on CRT screens. The control room operator controls much of the plant directly from the DCS. Operating data logs are printed from the DCS and long-term data is archived in the system. The Facilityincludes an ash management system designed to: 1 transport ash from various g Y g } F locations in the plant to a central location; 2) to control fugitive ash emissions from the Facility; and 3) to facilitate recovery of ferrous metal from the bottom ash stream. Bottom ash and fly ash are mixed in the Ash Management Building after ferrous metal is recovered from the bottom ash. The combined ash stream is disposed of at the adjacent Bondi Island Landfill. ' (b) PROPOSED PROJECT CHANGES The Applicant is proposing the capital improvements at the Facility described herein in order to improve the flow of traffic within the Facility site and minimize potential odor associated with the delivery, handling, and storage of MSW, to increase the recovery and subsequent recycling of metals contained in the bottom ash stream generated by the combustion of MSW, to provide an environmentally and economically sound option for the disposal of municipal wastewater treatment plant sludges, and to enhance the aesthetics of the Facility. All of the proposed modifications are consistent with the zoning requirements of the Town of Agawam as specified ' at Chapter 180 of the Code of the Town of Agawam and the site assignment for the Facility. 1 Page 3 of 12 L Specifically, the proposed modifications of the Facilit include the following items. p Y� P p Y g ms ta. Receivinp, Building Improvements - The existing Waste Receiving Building at the Facility will be expanded and enclosed to facilitate indoor waste handling, storage, and unloading of all ' MSW delivery vehicles. The expansion of the Waste Receiving Building is designed to be consistent with all setback requirements and height restrictions of the zoning regulation of the Town of Agawam. Currently, the southern side of the waste receiving area has five (5) large overhead doors that must be open during waste receiving hours to service public and private customers. Thus, waste unloading is visible from U.S. Route 5. Conversely, the proposed expansion includes totally enclosing the receiving area so that delivery vehicles may be weighed in at the Administration Building and then proceed through a doorway in the western wall of the structure for unloading, prior to exiting the structure through a doorway in the eastern wall. Associated with this modification of the waste receiving structure is the proposed installation of a pitless scale on an interior roadway adjacent to the Ash Management Building. Installation of this scale will allow weighing outbound vehicles at a location remote from the weigh-in scale area, which currently services vehicles arriving at the site. In combination, these proposed ' modifications will improve the flow of traffic through the Facility, enhance the aesthetic appearance of the Facility from public roadways, and minimize the potential for odorous emissions from the unloading and on-site accumulation of waste. b. Metal Rea clip Enhancement- One section inside the existing Ash Management Building , � Rea cling g g g will house a new eddy current separator and associated equipment designed to enhance the recovery of ferrous metals and provide for the recovery of non-ferrous metals contained in the bottom ash stream generated by the combustion of solid waste. This proposed system will ' increase the recovery and subsequent recycling of metals contained in the ash stream above the already significant recovery levels presently achieved, and thereby further reduce the amount of ash presently disposed of at the Bondi Island Landfill. The existing ash processing system provides recovery of ferrous metal at a rate of approximately 21,600 pounds per day. The proposed enhancement of the system is anticipated to recover an additional approximately 7,100 pounds of ferrous metal per day and approximately 1,875 pounds of nonferrous metals per day ' from the ash stream. The system will be entirely enclosed inside the existing Ash Management Building and will not be visible from the outside. c. Sludge/MSW Co-Combustion System - A sludge injection system will be installed at the Facility to allow the efficient co-combustion of municipal wastewater treatment plant sludges with MSW. The system is a proprietary EAC technology which has been successfully demonstrated and permitted by the MADEP at the Pittsfield Resource Recovery Facility ("the Pittsfield Facility"). The system is designed to eliminate odor control problems typical of other sludge management systems. ' The proposed modifications of the Facility include the installation of EAC's sludge injection p p Y g J system, which will inject sludge into each of the three (3) MWC's at the Facility. The modifications include the installation of four(4) storage vessels, each equipped with an air- 1 Page 4 of 12 diffuser mixingsystem, a pumping system and a carbon-based odor controls stem. Sources of p p g Y sludge are expected to include sewage sludge from the Springfield Regional Wastewater Treatment Plant ("the Springfield WWTP") and/or similar sludges. Sludge would be co- combusted with MSW at a ratio of up to 5% dry sludge solids to MSW. The weight of dry ' sludge solids injected into the MWC's at full permitted capacity would displace an equal weight of MSW charged to the MWC's, rather than increase the throughput capacity of the MWC's. Thus, the sum of MSW and dry sludge solids charged to the MWC's would remain within the ' existing permit limitations of 408 tons per day and 131,400 tons per year. The Applicant has proposed to the MADEP that the existing or more stringent emission limitations will apply to future MSW combustion and to sludge/MSW co-combustion. Sludge would be delivered to the Facility by pipeline and/or in specially designed transport trucks. If sludge is accepted from the Springfield WWTP, which is located on property contiguous to the site of the Facility, it would be piped to the Facility where one of two newly installed centrifuges located above the receiving vessels would be used to increase the solids concentration of the material to desired levels (10%to 15% solids) prior to injection into the MWC units. Sludge from other municipal wastewater treatment plants at solids contents ranging from approximately 20% to 40% would be collected directly from a producer's discharge point in specially designed transport trucks. Such sludges would be diluted to 10% to 15% solids during transport to the Facility or in one of the storage vessels at the Facility. d. Site lm rovements - Improvements are proposed to modify the layout of the parking area, provide an employee picnic area, and improve overall aesthetics with landscaping and fencing modifications. The proposed modifications are designed to improve both the aesthetics of the Facility and the workplace environment for employees of the Facility. e. Administration Building Renovation- An expansion and renovation of the Administration ' Building at the Facility may be constructed in order to provide additional office space and expand the men's and women's locker rooms. The proposed addition includes alterations to make the locker rooms, the restroom facilities and the administrative entrance more accessible. (c) 301 CMR 11.10(6) PROJECT EVALUATION The proposed capital improvements will not increase the environmental consequences as a result P p p P q of the operation of the Facility. In accordance with 301 CMR I I.10(6), the following factors are ' evaluated: 1. Expansion of the Project The proposed capital improvements do not constitute creation of new capacity or expansion of the project. All of the modifications will be performed within the boundaries of the previously ' reviewed 5.4-acre site of the Facility. Also, as described above, the weight of dry sludge solids IPage 5 of 12 injected into the MWC s would displace an equal weight of MSW charged to the MWC s. Thus, the sum of MSW and dry sludge solids charged to the MWC's would remain within the existing MADEP permit capacity limitations of 408 tons per day and 131,400 tons per year. These are the same daily and annual solid waste throughput rates reviewed by EOEA in 1993 (see ' ATTACHMENT B). The proposed capital improvements to the Facility do not meet or exceed any MEPA review ' thresholds as defined at 301 CMR 11.03. 2. Generation of Further Impacts There will be little, if any, further environmental impacts associated with enactment of the proposed capital improvements to the Facility as discussed below: ' a Air Emissions The Facility has been designed with the Best Available Control Technology including a dry lime injection system for acid gas removal and baghouses for particulate removal. Initial Facility compliance testing of air emissions for the MADEP resulted in all tested emissions being within the permitted limits set forth by the MADEP. A continuous emissions monitoring system is in place to monitor and record certain emissions during all times the plant is in operation. Additionally, periodic testing comparable to the initial compliance testing is performed every nine months. Those tests demonstrate that the facility is not a threat to public health. 1 As demonstrated by the test program conducted at the Pittsfield Facility which included co- combustion of sludge from the Springfield WWTP, the proposed sludge injection system will allow the co-combustion of MSW and sludge in a safe and environmentally sound manner. No ' significant adverse effects were observed at the Pittsfield Facility with respect to air emissions or ash quality. Air emissions testing included the measurement of emissions of criteria pollutants, heavy metals, and organic substances. Ash testing included loss-on-ignition testing and toxicity testing using the Toxicity Characteristic Leaching Procedure. Apparent reductions in the emissions of oxides of nitrogen attributable to sludge injection were achieved. The results of the 1998 demonstration test program conducted at the Pittsfield Facility are transferable to the Facility, both in terms of waste combustion and air emissions control technologies. The MWC units at both facilities are similarly designed refractory units of 1 approximately the same throughput capacity manufactured by Enercon. The air quality control system on each MWC at the Facility consists of a flue gas recirculation system, dry absorption reactor (scrubber), and fabric filter, as compared to each of the control systems at the Pittsfield Facility which consists of a flue gas recirculation system, electrostatic precipitator and packed bed wet scrubber. Although the emissions from both facilities have consistently tested within applicable regulatory limits, the systems at the Facility historically have demonstrated more effective emissions control, especially with respect to the emissions of metals and organic Page 6 of 12 substances, (the substances of greatest interest in terms of sludge/MSW co-combustion). This result is probably attributable to the ability of the fabric filters at the Facility to control fine ' particulate matter generated during the combustion process somewhat more efficiently than the systems at the Pittsfield Facility. For these reasons, the Applicant is confident that sludge can also be co-combusted with MSW at the Facility with no significant impacts on plant operation, air emissions, or ash quality. In its Non-Major Comprehensive Plan Approval Application submitted to the MADEP for approval of the proposed sludge injection system at the Facility, the Applicant proposed that the existing permitted emission limitations be maintained for all pollutants subject to the federal Prevention of Significant Deterioration("PSD") regulations except MWC Metals, beryllium, MWC Organics and MWC Acid Gases. For these latter pollutants, more stringent emission limitations were proposed based on historical test data from the Facility and the results of the ' demonstration program conducted at the Pittsfield Facility. As a result, the proposed modification of the Facility does not result in an increase in the potential emission rate of any pollutant (i.e. permitted emission rate minus actual baseline emission rate) which exceeds its defined PSD significant emission rate and is therefore a"minor modification" not subject to PSD review. None of the other proposed capital improvements to the Facility will have a material effect on air emissions from the Facility. (b) Wastewater Generation No additional wastewater will be generated as a result of the proposed changes to the Facility. If ' sludge is accepted from the Springfield WWTP, which is located on property contiguous to the site of the Facility, it would be piped to the Facility where one of two newly installed centrifuges located above the receiving vessels would be used to increase the solids concentration of the ' material to desired levels (10%to 15% solids) prior to injection into the MWC units. Water removed from the sludge by centrifuging would be returned to the Springfield WWTP, its point of origin. Sludge from other municipal wastewater treatment plants at solids contents ranging from approximately 20% to 40% would be diluted to 10% to 15% solids during transport to the Facility or in one of the storage vessels at the Facility. No wastewater would be generated from this process. (cZAsh Generation In that municipal wastewater treatment plant sludge generates far less ash than MSW, the p g proposed co-combustion of sludge/MSW at the Facility should result in a slight decrease in the rate of ash generation. The proposed removal of nonferrous metals from the bottom ash stream will also provide a slight reduction in the volume of ash requiring disposal as compared to present levels. ' Page 7 of 12 d Traffic The effect of co-combusting sludge/MSW at the proposed throughput rates of the Facility on ' traffic in the surrounding area will be negligible. If sludge is accepted from the Springfield WWTP, it would be piped to the Facility, thereby reducing traffic associated with current disposal practices. In the event that all of the sludge co-combusted at the Facility were delivered by tanker truck, the total number of sludge delivery vehicles traveling to and from the Facility on a daily basis would be approximately five (5) vehicles, or less than 2%of existing traffic volume generated by the Facility. In either case,the volume of traffic attributable to implementation of the proposed modifications is negligible compared to the existing volume of traffic in the surrounding area. Installation of the proposed weigh-out scale adjacent to the Ash Management Building will improve the flow of traffic within the Facility site and have a positive effect on vehicular emissions associated with operation of the Facility. e Noise Noise levels in the operation and maintenance of the Facility are comparable to other noise levels at noise receptors in the area. Because of the design of the facility and the distance of sensitive noise receptors from the facility, there are no impacts detrimental to the public welfare. ' Enclosure of the Waste Receiving Building should further minimize off-site levels. Odor control at the existing Facility is accomplished by the design of the plant ventilation. Outside air is drawn through the tipping floor and waste storage area into the combustors for air supply for the combustion process. This minimizes odor propagation outside of the Waste Receiving Building. Enclosure of the Waste Receiving Building should further minimize the potential for off-site odors. The design of the proposed municipal wastewater treatment plant sludge receiving and processing operation includes several features to minimize odors as follows: 1. Trucks used to deliver sludge to the Facility will be linked to the fixed delivery station by means of a quick-connect hose. The connection will be complete and secure before valves are opened at the truck discharge and the truck unloading station inlet. Sludge will be unloaded pneumatically, so that ordinarily, there should be no spillage. Prior to pneumatic unloading, a small amount of air will be introduced into the storage compartment of the trailer to agitate and mix the sludge. This air will be vented through a carbon filter mounted on the trailer to assure positive odor control. 1 Page 8 of 12 1 2. Each of the four storage tanks will have an air-diffuser mixing system designed to agitate g g Y g g sludge in the storage tank and to provide oxygen for odor control. The tanks will have high level alarms and will be connected at the top to provide mutual overflow protection. The four tanks also will be connected to a carbon filter system for atmospheric pressure relief and positive odor ' control. 3. Prior to unloading, the trailer of a sludge delivery truck will be positioned over a grate so that L in the unlikely event of spillage, the material would will flow into the recessed concrete containment area which houses the four sludge storage tanks. This will allow any spilled material to be pumped from the containment area into one of the tanks and/or collected in a vacuum truck. 3. Change in Expected Dates This factor is not applicable to the proposed modifications in that construction of the Facility as pp p p tY previously reviewed is already complete. 4. Change of Project Site This factor is not applicable in that all of the modifications will be performed within the boundaries of the previously reviewed 5.4-acre site of the existing Facility. Commercial ' operation of the combustion facility began on August 1, 1988 and commercial operation of the co-located transfer station began on October 1, 1996. S. New Permit Application In addition to satisfying the requirements of MEPA, several additional approvals from other agencies are required to perform the proposed capital improvements to the Facility. The status of the acquisition of these approvals is summarized as follows: (a Town of Agawam Site Assignment All of the proposed physical and operational modifications are consistent with the existing site assignment for the Facility. The Town of Agawam Board of Health issued a letter to the Applicant dated April 14, 2000 stating that the original site assignment issued for the Facility contains no restrictions which prohibit the co-combustion of sludge/MSW at the Facility. The other proposed modifications are related to existing, permitted operations and structures at the Facility. Therefore, amendment of the current site assignment is not necessary. Page 9 of 12 (b) Town of Agawam Site Plan_ On October 5 2000 the Town of Agawam Planning Board voted to approve the proposed site > g g PP P P plan which incorporated the proposed capital improvements to the Facility, conditioned upon approval by the Agawam Board of Appeals. (c).Town of A ag wam Special Permit On November 30, 2000, the Town of Agawam Zoning Board of Appeals voted to approve the ' Applicant's Special Permit application for the proposed modifications of the Facility, conditioned upon approval by the Agawam Conservation Commission. (d)Agawam Conservation Commission A portion of the employee parking area designated for proposed landscaping improvements is within the 100-year flood plain of the Connecticut River and a small portion of the sludge receiving area is within the.200-foot River Front Area as shown on Drawing No. WSO-153-LI contained in ATTACHMENT C. The Applicant has filed a Notice of Intent with the Agawam Conservation Commission. The Notice of Intent, which demonstrates there will be no net loss in flood storage volume associated with the proposed improvements and that the removal of suspended solids from stormwater will be increased over present levels, was submitted to the ' Agawam Conservation Commission on November 28, 2000, and is currently under review. 1 (e) Massachusetts Department of Environmental Protection The Facility is currently operating in accordance with Final Operating Permit No. 1-0-95-114 issued by MADEP on December 3, 1999, and Existing Facility Perm it/Authorization to Operate No. 92-281-007, as amended on June 22, 1993 and February 14, 1994 (see Appendix A). Department approvals are required under 310 CMR 7.00: "Air Pollution Control" and 310 CMR 19.000 "Solid Waste Management Facility Regulations" for the proposed modifications to proceed. On November 22, 2000, the Applicant submitted a Non-Major Comprehensive Plan Approval Application to MADEP to comply with the requirements for an air quality approval ' application as defined under 310 CMR 7.02. On the same date,the Applicant also submitted an application to MADEP to amend the primary solid waste approval for the Facility (Permit No.92- 281-007) pursuant to 310 CMR 19.039 and to manage a special waste (municipal wastewater treatment plant sludge) pursuant to 310 CMR 19.061. The applications have been deemed administratively complete by the MADEP and are under review. (f) Massachusetts Historical Commission On September 21, 2000, the Massachusetts Historical Commission approved a Project Notification Form for the proposed capital improvements to the Facility. Page 10 of 12 The Applicant is not requesting either financial assistance or a land transfer as art of this PP Q g P ' proposed project change. b. Proieet Net Environmental Benefits There are many net environmental benefits associated with implementation of the proposed capital improvements to the Facility. a. Expansion and enclosure of the Waste Receiving Building, in combination with outbound scale, will improve the flow of traffic through the Facility, enhance the aesthetic appearance of ' the Facility from public roadways, and minimize the potential for odorous emissions from the unloading and on-site accumulation of waste. b. The proposed metal recycling system will increase the recovery and subsequent recycling of metals contained in the ash stream above the already significant recovery levels presently achieved, and thereby further reduce the amount of ash presently disposed of at the Bondi Island Landfill. c. The proposed modifications of the Administration Building and parking area will improve both the aesthetics of the Facility and the workplace environment for employees of the Facility. d. The proposed sludge injection system will provide the following environmental and economic benefits to sludge producers: • The technology will make it possible to achieve sound, long-term sludge disposal at an existing, Best Available Control Technology compliant facility. ' 0 The Applicant has heretofore demonstrated that air emissions from the Facility (which are regulated more stringently than emissions from other dedicated sludge combustion facilities)are well within permitted limits. • The system will reduce vehicular emissions associated with long-haul transport of sludge to landfills or land application sites, and mitigate the risk of ground and ' surface water contamination at those locations. • Combustion with energy and materials recovery (the Facility generates electricity ' which is sold to the Western Massachusetts Electric Company and recovers metals from the ash stream) is consistent with the goals of the Commonwealth's Solid Waste Master Plan. Page l l of 12 ' 7. Project Lapse of Time This factor is not applicable in that the Notice of Project Change is not for a "Lapse of Time." (d) MITIGATION MEASURES: The capital improvements to the Facility proposed by the Applicant are designed to improve the flow of traffic within the Facility site and minimize potential odor associated with the delivery, ' handling, and storage of MSW; to increase the recovery and subsequent recycling of metals contained in the bottom ash stream generated by the combustion of MSW; to provide an environmentally and economically sound option for the disposal of municipal wastewater ' treatment plant sludges; and to enhance the aesthetics of the Facility. The improvements are measures aimed at mitigating existing potential environmental impacts of the Facility. Additionally, with respect to the proposed co-combustion of sludge/MSW, the use of carbon- based control systems and the design of the sludge delivery/containment area as described in Section(c) above will minimize the potential for odor and environmental impacts caused by accidental spillage which can be associated with this operation. r s ' Page 12 of 12 1 1 e 1 1 1 1 1 1 1 1 1 1 � 1 1 ' ,, 1 1 1 ! 1 ! ATTACHMENT B 1 Previous MEPA Certifications ! Existing Combustion Facility Certification Notification of Change - Increase in Daily Throughput ! Waste Transfer Capability Certification 1 ! 1 1 1 1 1 1 1�ie T�ammanu�ec�fi. a :/l/I. rr,C�tt4�� �s C�xecrr`cice � ite �itttxo�r»rc�rti�lr L5�/��trs 4 RECEIVED -.{l03+�o�t, �Lta4srz�[serls 0220.E ' MICHAEL S OUKAKIS ���� GOVERNOR l JAmES S. HOYTE law . SECRETARr ran recovery systems int ' CERTI ENVIRONMENTAL CERTIFICATE OF THE SECRETARY OF EN IRON E.YCAL AFFaIgS ON THE FINAL ENVIRONMENTAL IMPACT REPORT t PROJECT NAME Waste to Energy Facility ' PROJECT LOCATION Agawam, Massachusetts EOEA NUMBER 5168 ' PROJECT PROPONENT Citizens Utility - Vicon Recovery Systems iDATE NOTICED IN MONITOR : November 23, 1984 The Secretary of Environmental Affairs herein issues a statement that the Final Environmental Impact Report submitted on the Agawam Waste to Energy Facility adequately and properly complies with Massachusetts General Laws, Chapter 30, Sections 62 through 62H. inclusive, and with the regulations ' implementing the Massachusetts Environmental Policy Act. The Final EIR responded to the questions raised in my Certificate on the DEIR, providing a clear choice of closed system cooling and of acid gas control for the project. No final decision 'has been reached on the relatcc' Bondi Island Landfill EIR, however. Thus, while the Final EIR for the Waste ' to Energy Facility is adequate, cognizance should be taken in Department of Environmental Quality Engineering review for permitting of the outcome of the landfill EIR, since a new backup and residue landfill may need to be selected for this project. December 28 [984 DATE (f-" JAM S. O7Ey' �ECR ETrJV)e r e V F � JSH/SCD/sd jl=/ £� 7 198". 1 iiOOiOa'a4q;* Y&'Peet' §O&&n' Ovog WILLIAM F.WELD February 4 , 1993 GOVERNOR ARGEO PAUL CELLUCCI (617)727-9800 ' UEUTENANT GOVERNOR SUSAN F.TIERNEY SECRETARY ' L.ohn M. Foley Springfield Resource Recoverj , Inc. Pa Box 608 Agawam, MA 01001 Re: EoEA 15168; Waste to Energy Facility; Springfield; ' Notification of Change ' Dear Mr. Foley: I have reviewed your letter of January 29, 1993 , regarding a proposed change in the daily peak capacity of the three existing solid waste combustion units at the Springfield Resource Recovery Facility. Rather than issuing an opinion pursuant to 301 CMR 11. 03 (3) , I view your letter as a notification that the project described in the Final EIR approved by Secretary Hoyte in 1984 has changed and will therefore review it in accordance with 301 CMR 11. 17 . You indicate in the letter that the only change contemplated is an increase in the daily peak tonnage of the units (from 120 to 136 tons per unit per day) . Hourly emission rates on a mass basis may increase during periods of peak tonnage. However, there - would otherwise be no increases in the quantity or quality ' of the emissions at the facility, and the yearly permitted capacity will not increase4 on the basis of this information, it is the opinion of the Secretary that the increase in peak daily tonnage will not ! significantly increase the environmental impacts of the project. No further MEPA review is required. r Sincerely, ' Janet G. McCabe Assistant Secretary _ ,Environmental Impact Review ' cc: ❑, Howland, DEP/WRo JGM/jgm ! i 1 1 i 1 t SPRINGFIELD RESOURCE RECOVERY, INC. 1 January 28, 1993 Susan F. Tierney, Secretary ' Executive Office of Environmental Affairs 100 Cambridge Street, 20th Floor Boston, Massachusetts 02202 RE: Request for an Opinion Confirming Exemption from Review under the ' Massachusetts Environmental Policy Act (MEPA) Pursuant to 301 CMR 11 .03(3) Dear Secretary Tierney: ' Springfield Resource Recovery, Inc. (SRRI), hereby requests a formal opinion pursuant to 310 CMR 11 .03(3) of the regulations of the Executive Office of Environmental ' Affairs (EOEA), that the proposed modification of its operations described herein (the Project) for its existing waste-to-energy facility located in Agawam, Massachusetts, (the Facility) is exempt from MEPA review, and that no Environmental Notification ' Form (ENF) is required to implement the Project. SRRI requests exemption from MEPA review on the grounds that: ' The Project does not exceed any of the categorical inclusion thresholds for filing an ENF set forth in 301 CMR 11.25. ' The Project does not exceed any of the agency permit review thresholds for filing an ENF and performing and environmental impact report (EIR) set forth in 301 CMR ' 11 .26. The Project does not involve agency action or financial assistance that would trigger the thresholds for filing an ENF set forth in 301 CMR 11 .15. The Project is not located in and Area of Critical Environmental Concern designated by the Secretary pursuant to 301 CMR 11 .15. The remainder of this letter describes the Project and explains why SRRI believes that the Project qualifies for exemption from MEPA review. The Certificate of the Secretary of EOEA approving the Final Environmental Impact Report (FUR) submitted Mfor the original project (EOEA ##5168) is also attached for your review. irP.O. Box S08 - Agawam, MA 01001 (413) 785-5120 FAX(4 r3) 731- 6481 TO: Susan F. Tierney 28-Jan-93 FROM: John M. Foley Page -2- ' Project Description The Project involves modifications to the three existing solid waste combustion units at the Facility to increase the permitted peak daily capacity from 120 to 136 tons per unit per day. The total increase in the permitted peak daily capacity for all three units ' together is 48 tons per day. SRRI would not change the annual permitted disposal capacity of the Facility from the existing value of 131,400 tons per day. Rather, the Project would allow the Facility to process a wider range of fluctuations in the iquantities of solid waste that are delivered an a daily basis, thereby reducing the potential for SARI to bypass waste for landfill disposal during peak periods of waste ' delivery due to limitations on Facility daily processing capacity. Implementation of the Project would make the Facility more capable of processing quantities of waste at or near its annual permitted disposal capacity. As a result, SRRI will be able to commit ' to process waste from additional municipalities that are currently disposing of their waste in unlined landfills. The Project will involve modification and upgrading of fans, pumps, and auxiliary equipment associated with the control of combustion on the three existing units at the Facility. The Project will not increase Facility emission rates on a pound-per-million- Btu basis, and the permitted annual emission limits will remain the same for all pollutants. Because the Project would increase the permitted peak daily capacity from ' 120 to 136 tons per unit per day, hourly emission rates on a mass basis might Increase proportionately during periods-of processing at the peak rate. The air quality modeling results will be reviewed by the Massachusetts Department of Environmental ' Protection (MDEP) in the course of the review of the application for Modification of a Solid Waste Facility, which SRRI will submit to MDEP for approval prior to Project implementation. The Project may also generate as much as 20- ercent increase in peak daily vehicle I Y g A p Y traffic above the levels approved in the original FEIR for the Facility, corresponding to a maximum of 103 trips per day. The roads serving the Facility have the capability to absorb this increase in traffic with no significant effect on the level of service. Except as described above, the Project involves no increases in air pollutant emissions above existing permitted levels; no combustion of additional types or categories of ' waste; no emission of new categories of pollutants; no construction of new buildings, road construction, expansion of additional structures onto adjacent space, or other land use impacts; no noise or odor impacts; no additional water use, surface water diversion, or wastewater discharge above the levels in existing permits; no handling or management of hazardous waste; no impacts on wetlands or waterways; no new minerals extraction; and no changes to the existing site assignment. TO: Susan F. Tierney 28-Jan-93 FROM: Jana AL Foley Page -3- Basis for Exemption from MEPA Review ' The Project does not exceed any of the categorical inclusion thresholds for filing an ENF set forth in 301 CMR 11 .25. The categorical inclusion threshold for filing an ENF for new capacity at resource recovery facilities and incinerators is the capability to ' receive 300 tons or more per day of solid waste (301 CMR 11.25(31)), which threshold is greater than that proposed. The Project would not change the annual permitted disposal capacity of the Facility, and the maximum Increase in the permitted peak daily capacity would be 48 tons per day, which is below the threshold value. None of the other categorical threshold values are applicable to the Project. The Project does not exceed any of the agency permit thresholds for filing an ENF and preparing and EIR as set forth in 301 CMR 11.26. Two review thresholds are ' applicable to the Project: approval of plans for increases in existing sources of air pollution from a solid waste ' incinerator or resource recovery facility per 301 CMR 11.26(7)(e); and ' approval of plans for a transfer station, recycling or solid waste processing facility, or incinerator per 301 CMR 11 .26(7)(f). ' In both cases, the threshold for review is an increase in capacity of 50 or more tons per day which Is greater than that proposed. The Project would not change the annual permitted disposal capacity of the Facility, and the maximum increase in the 1 permitted peak daily capacity would be 48 tons per day, which is below the threshold value. The approval of plans for increases In existing sources of air pollution from a solid waste incinerator or resource recovery facility per 301 CMR 11 .26(7)(e) also includes the following two additional thresholds: The increased potential to emit, after imposition of controls,100 tons or more per ' year of oxides of nitrogen; 40 tons or more per year of volatile organic compounds; 25 tons or more per year of total suspended particulates; or five tons or more per year of lead; and ' An industrial facility or fossil fuel facility emitting any air contaminant covered by a new emission standard for hazardous air pollutants (NESHAP) under the federal ' Clean Air Act. On an annual basis, the Project will not increase its potential emissions as that term is defined in 310 CMR 7.00, because the Project will not change the annual permitted disposal capacity for the Facility from the value of 131,400 tons per year that is explicitly stated in the plans approval permit. The Facility will not process wastes that make it subject to NESHAP. None of the other agency permit threshold criteria are applicable to the Project. TO:- Susan F. Tllerney 284=43 ' FRONT: John K Foley Page 4- The Project is not an agency action or project seeking financial assistance. Therefore, the criteria for filing an ENF set for in 301 CMR 11.27 do not apply. ' The Project would be implemented at the site of the Facility in Agawam, Massachusetts, which is not located in a designated Area of Critical Environmental Concern. In view of the above, SRRI does not believe that the potential impacts from the ' Project as described above are significant. Potential impacts from actions such as the Project are addressed through specific categorical inclusion and agency permit threshold standards that were foreseen when the review thresholds covering waste- to-energy facilities were promulgated. There are no . unique conjunctions of circumstances or potential impacts for which submission of an ENF is essential to minimize damage to the environment. 1 For these reasons, SRRI respectfully requests uests that the Secretary. issue a formal opinion within 20 days that the Project is exempt from MEPA review, and that no ENF is ' required. If further information is requested, please contact me directly at SRRI at (413) 785-5120. Thank you for your attention to this matter. Sincerely, John M. Foley, Manager, Environmental Services Springfield Resource Recovery, Inc. cc: J.McCabe, MEPA Unit 0.Howland, MflEP Western Region H.Sims, SRRI T.Merrick, Fluor Corp. CASMACAPAcmn93-01-28.0 A I 1 � - _^ �� jc rrUm�1 rt c �i Q 12u.�P1( rxe�{'e' ' f��rc'� o/s1z.-Zzt�XI1)IIVely2�lL� •:��rI,1Y1 �`'��,•• I// 'rJlt YJl/'X�(Z`!�P •J_L�Q4. -J�l+d�ftft. Il,�/J%� WIL'rAM F. WE O a coARNoa D 'ARGEO PAUL CELLUM Tel- .617,727�aCO UEUTENANT GOVERNOR Fax: ;617'j 727.27:4 ' TRUDY CORE SEir'iET;.r7Y CERTIFICATE OF THE SECRETARY OF ENVIRONMENTAL AFFAIRS ON THE EiIVIRON14ENTAL NOTIFICATION FORM 1 1 PROJECT NAME Addition of- Transfer Capability LOCATyG:1 Agawam EOEA NUMBER 10148 PROJECT PROPONENT Springfield. Resource Recovery, Inc. DATE NOTICED IN MONITOR September 23 , 1994 Pursuant to the Massachusetts Environmental Policy Act (G. L. c. 30, s . 61-62H) and Section 11. 06 of the MEPA regulations ( 301 CMR 11 . 00) , I hereby determine that the above ' project does not require the preparation of an Environmental Impact Report. ' This project involves the addition of solid waste transfer capability at the existing Springfield Resource Recovery Facility (SRRF) . The proponent seeks to modify its operating plan to allow the facility to transfer up to a total of 500 tons per day (tpd) of municipal solid waste (MSW) and or construction and demolition debris (C&D) . All receiving and transferring operations will occur within the existing building and no new construction is proposed. The facility is currently permitted to combust up to 408 tpd of MSW in three incinerators . No increase in combustion tannage is requested. ' The addition of the transferring operation will result in a minor increase in the number of truck: trips to and from the site. Most of these trips occur during off-peak traffic hours and, ' consequently , will have little impact on traffic conditions in the area . 1 Quantities of MSW delivered by the communities under contr ac t t:o the f ac i 1 ity vary seasonally and are de i i.vered ! EOEA "10148 ENF Certificate October 24, 1994 primarily during Monday to Friday. Since the facility operates ' 24 hours and 7 days per week, problems with supply of MSW occur both weekly and seasonally. The additional MSW received will allow for more flexibility in operation of the facility. When ! supply of MSW is low more of the incoming supply will be combusted, when supply is high more will be transferred. The effect will be to eliminate the problem of too much or too little ' waste and allow for better utilization of existing permitted combustion capacity. The addition of C&D transfer capability will allow for ` s rt - " C&D waste delivered from communities. C:�l�c� ..10% u..:� a�� �ii.�j Haulers will be provided space to sort and consolidate C&D waste ! within the existing building and increase the potential for wood waste recycling. ' Based on the findings above, I find that this project has little potential for adverse environmental impact. No further MEPA review is required. ! October 24 , 1994 ( — /�C �: t a , .V. ✓Z' Date Trudy Coxe, Secretary Comments received Pioneer valley Planning Commission ! EarthWorks Action ' TC/rf ! 2 1 1 1 1 1 ' 1 1 1 r r 1 ATTACHMENT C Facility Plans ' USGS Map Drawing No. WSO-153-LO - Existing Site Plan Drawing No. WS0-153-L1 - Proposed Site Plan 1 i 1 r 1 1 1 r r r r r r • •' • F �. "r n, r���rr,,� �'s��l►S k ��� �:,3 tic-a���qr,�� �.t - ��'� _ r. � -"ItJY�1�� ��. - A 7 ,a Fog, i d C �s#r„�`-1��•,^ I w 1 1`ti4- ry ' }fir L�s ,iF , �t��7% _^ �.4s�p e�i- �� ��fi �'"' � ro n��r tia' �� �j�:f vz*r!��. ` -: ��. ��, _ •.. - r . r+•7 - -sue 1�`\;\�� t.-0 S_ ..r �} f If pw Site Ir a510 5 JI S }f «,m CNN ►, , b BENCHM ARK=BRASS RIVET SET IN THE CONCRETE W1N GWALL ELE 211; NAVD 1988 DATUM. _ VA TTON= 7 - be �MDR,ipL • M \ ` _ J\ � !'C 11 1 I I E r f 1111 fill", / /� r-.\ �� _ �� �� \`\ \ \` .`\`\��� - `�' I Ilr�rll f _ �__ II +Il,il-If \ J ` . . . 3e J'7 Ykl{It r ++ r IlIllitir I ,� ` . THE E7TY Off" S 111GF}EL / + ! i Bk 792, PGS. 483-�48�i L I +�` ,,i'/� SEE".EASEMENT "E 0 ROAD 1 ( \ ,' mil. t r r \\� \ \ \ �" �'\ \ ` 6182, PG26 p L Z h 1. N r\\ r -- - ---- =----__ >-- _ m ;'STREET —. -r --- \ ,....� III!i 1 rr rr ^„� T -" —` / < 1r ' '� ++ I''11 11€ ' I 1 ! \\ _ _ N r ' RRI VA TE i \ t + \ \ \\\\ \\ Il€+ Irr I '�)I \.\ r-__-- I,l ! � 8 55'� t\ 1 `\\\\ \ LOCUS f[ MAP D SCALE �j » f�,. Illifll���rll ' i� .� T� .. � �� � \ \ \`� •. . LOl/V J r'YI/`if J�/"i!-� f = OOV !1 1€��l�J f I ,li I,I111 r �: � - - `� `\\\\ \ \ \ r` \\ !�\ \ { \\�__ - , ! \ , \ \ \ MERIDIAN OF THE PLAN SHOWING 1�+�1. iiii ' i ! �,��{.,��+r1yk t'>, - _ i 1 / k i \ 1 / �1,\ \\ \ \\\\•\\\` \ " PROPERTY OF THE CITY .OF SPRINGFIELD r I tIr{,. I 1 k � \ GA 1 - C�lTE �:/ 3 I ���+ �f� \��,__�/' \ \\\i\\\ \ \ `�l\r\r\r\\\ \\, 11�f II�I i E !.it \ \\\ \ \ \ \\\ \\ &A TEa ..+1JL Y J 9 6. R-'COWED JAI TJ4r II'll; � `. ``�-- S 1--`r" - / r _1 W � � .� �' •S \ \ \ \ \ �\`\\\\\\\\ �� \\\\\ + , + \ HCRD BOOK 238, PAGES f0.1 & 10 rlrllfrl€ �1i{� I I � ��I�1 11if1 1 ' __- � ANHOLE WITH � , I i f � CO N ." t \ S \ , \\\`�`\ \\ \ . \ \\\\\ \ � \ . r r t. € I f, 1 VENT PIPES \,LEGEND . klii+ illkl # f 1 . } r- GA 1�}I, 1,}1 1 r.� I O WA TFR MAIN � { , �+rtl j II E • IRON PIN WITH ID CAP SET �I{ 1tfl ! f 11I�� I� ci ��\ T s < \ I 11 € I ` � .... AIR�.Y ` \p \ \\\ GUARD RAIL I 1 1 , I I \ . • "►� ``'' f `, BOUND FOUND ^�` 11 \ EDGE OF TRAVELED WAY f 11 r r r . f ! r I ! \ 1 W f`_ W�► R P PS \\ . Illf� 1ri, r '1 !l { I I € ` �`7 t 'i ti �. �=.-- _ ► `\\\\ \ \ ,��/ r f I I I I r I , I' l-~ :� FI-Oa A 74 fi1�EA S JEC T \ \ 0 RAILROAD SPIKE SET !N" BLACKTOP r1f + II !rl I ! j t r 1.1 11 ' I + B ND LOC TED 1 ! k 11 R \ �\ �\\ \\\\ \ \\ —o o— CHAIN LINK FENCE rllJ}lr ,€� f ! , 1 f I { 1 I ' { a. 4 f f `�A / �i ---�•� dc \ 1 11+ I€ I t + t { r ! 1 f. I FR S7 ON /+ 10 "; -' I ` ® IWAGNE71C NAIL SET +1rirf ' 't; € ► f I + I I I , t _ BITUMINOUS ! -�- , �' BITUMINOUS \ TO 'Jld \ 07ECJ1@N A T G GAS SERVICE ,Irr1l� ►il tt # I € I , 310 + M. Q'N k Ifllrrl, Jf 1 1 t 1 1 { \ T Ill I I r I f"I + 1953 LAYOUTS I �,-J . SIGN w frllflf +�€ I l j € r r I + \, ! \ -'� WA TER SERVICE ,Illy r r ►}, 1 I I , ! , � � + \ �, , f + , BUILDING \ \ \ \ \\ \ ELECTRIC TRANSFORMER 5 € 1I +}' I ! 1�.� -� �-1"t. � „ ��� �1 --- Jam' SANITARY SEWER liI rtrl t r r € r �,...� ! k i 49, L C )NC Pile-- LIGHTi t ) POLE 7 3 . pH f1II} +}ll + i f r .1 , � r i. `` `_ �h f x7RAI. !! /� � -' 1 \ I � \ \ � � \\ \\` - \ \` \'\. \`�•• OVERHEAD WIRES f r rf+I +f 1 I� ' -� + NJ `\ {'PROXIMA 7E CflG`A T10N OF UTILITY POLE 3 l I l!1 fill 1 { ' it I I r , , j k , . \ I �\. \ IL \ \ \ WIDE R.O.W (ALONO ROA E 1 l f f f r, I t ! r , I I J 1 + �I �/ \ tag ` \ P,�l\' RINGFiELD GAS LIGHT C UNDERGROUND ELECTRIC , . 1 , r. , t✓� I , 1 II I 1 + ,� CATCH BASIN Ill+ffr'I � t � f € � MANHOLE WITH � �+ \ � \\ \� � t , ! \ \ K. ?949 PG 543 ,llr) € } , , ! 1 1 1 -` ( n / , `\ l \ ate * \ \ \` \\\\\\\ V FM LEA CHA TE FORCE MAIN , „ ' 1 { � 1 1 f + r r VE�V-�piPES � . � \ \. \ \ �• -., ' ® DRAIN MANHOLE `'� n\\\ SL STEAM LINE 1 11 f J 1 F I, ! / ! I { ` ___ I �,�' �>, �s `� BI INOUS" \\���\` ® SANITARY MANHOLE rl+r€r,� lJ+r+ f 1 !r r �I } !- � ' ¢ `� - � . AN �' _ \ ` \\` \ `\\ r r i ' ` ' �' S' € €, Fill \ `R—tE CITY OF ��'RINGFIEL ® TELEPHONE MANHOLE r- 1 r,'II ' io o yq G - \ \\ I� 792 PGS 443-486EDGE OF BUSHES/HEDGE f,1 ,fl t li , j } } r i I HA Y < Q` �. w ` � \ . \I WATER SHUTOFF jI�r. € � � r' !. 1 , I ' \ \\\ SHRUB jr 1 Ill. r r F , r + ! ! 1I1 5. 359 A C ;ES S \ \ BOLLARD " 1+ j F€► J �' I r- _ - �• 'S ` \\\ \` ICON PJ/1ABC ATE \\\ \\ \\ 11 lit 1 r Jill fill r + 1 € 1 I r ► 3 FIRE ESCAPE \ 'l. ! ! € } !r rr'I(� r I . \ F L , o• .r �~ \ \ , �\\ �� . `�1\�V \ ffir i�l�r 7�J 1 ! 1' I r I 1 STEEL. BUILDING �.� S f�CLP , \\`�. ,f fit, �' .-, 1 I r r I � i BUILDING 11 I! + 1 r It I ' I � �' r \ • O. \\\�\ `~ li i1 I r '\ r I f fill ; r r I i ' 1 j �`• \ \:`:`�. . �� .� kl� k�+t�\ r l l r r ! ! l + t i J l fl Ir 1 11 1 w I \ , \\Z \���� �� J' 1 `�\\11, ,'0\ 'K l 3 j , Wei ilk l f 11 I<< I f3f + l 1 1 !j r 1 I ' 1 ELEV• ROOF PEAK = 11,1.4 1.GA TE• p ,,>\�\\\ , r \i -ELEV. GND �= 64.90 i ! r lit 1 I J S, FIRE ESCAPE S N j'I irf, � � � 1 11 � ' � lit ++ � � � `. �a� SHED f l� ,lr S� h . BITUMINOUS SURFACE +1r 1€F 1 � I � + J � + ! + } I ' 1 1 . `{ •J �crP f� _ �l � '- � ��_- ` � � / Illy BI TUMINOU-'3, Pit Elf+ l I,11 fill ill , ►•3 �, i r'/� FOR y ,j�i� i IE1r,l.+1 ; f '` t O k � J lhhu I r�� -_ '''•�, ¢�PoJ 5 �� / �// IIIJ€I If€. I I f l I ti \ ! Z I 1 f C��CJ'. [`1 '/ ' ��f'./ /ji/ // / i • lr I + + r 1 .I r ``\ f''llli r r 1 j r+ € I 1 ! + f✓ / r \\\C( ;/, 111flub I \ C CR 7E / t ��/ / ��/ ��+�" �`\ \ \\\ \\ 1 t CUURbtE �� r- aD-/ r. / s \\ rr�} r r r 1 . f r t i + f `� " .-•:- "p ' / --� i ± 1 l - f GENE ^ F�SIOt+IST- 112-/0/ 001 NOTES: GE \\ I. THE PREMISES SURVEYED AND SHOWN HEREON IS THE SAME :DESCRIBED IN A IrI } 1 , f I ,• r , 1 0 ,- ;- __- -' - \\` \\\, \\, , G 40' 86' 120' 160' DEED .TO FLUOR RESOURCE RECOVERY OF MASSACHUSETTS LIMITED rr € / / /. �P / \\\\\ PARTNERSHIP,. DATED AUGUST 6, i986 AND RECORDS© IN THE HCRD !M BOOK SCALE: 1" 40 6182 PAGE 226. If F IF f �. f r t i i • ' - i r, 2. LOCUS IS SUBJECT TO A 35 U77LITY EASEMENT, A SANITARY SEWER EASEMENT AND A WATER LINE EASEMENT DATED AUGUST 6 1986 AND RECORDED IN THE I' r!r >' / .� HCRD IN BOOK fi 182, �€ i 1 I , ,r 1 i A ,� - - �I EXISTING CONDITIONS 'PLAN' PAGE 226. r f r t �� �- / i` r i rr ii'ii' r - 3. LOCUS IS SUBJECT TO A PUBLIC EASEMENT FOR HIGHWAY PURPOSES, DESr£RIBED l+ ,}� f , : i \ / �!��� "� PREPARED "FOR . IN THE LOCUS DEED AS REFERENCED ABOVE. j THE CITY OF SPRINGFIELD 4. LOCUS IS SUBJECT TO AN EASEMENT GRANTED TO SPRINGFIELD GAS LIGHT r+ I P I y ` ' `�� - - Jill , _ BK. 792, PGS. 483-4Ss e c o/S P R I N G F I E L.D LLC. COMPANY DATED JUNE 22, 1948 AND RECORDED IN THE HCRD IN BOOK 1949, PAGE 1 }f I j ! ( \ ,��� ,���,/ - MHB ' f ,..` __ � � .DAMAGED " 543. Ir ,1 r { / _ �.!- 4 DO' Sit of mi'l 188 M STREET EXTENSION 5. LOCUS IS SUBJECT TO AN EASEMENT GRANTED TO NORTHEASTERN GAS IF } J I ! i ` ,-, � /.- E / r' r !/,.. W 'Zy' 'dry TRANSMISSION COMPANY IF APPLICABLE DATED AUGUST 13, 1951 AND 11� , i ^`+�J �` _�' /! /�/,' ,e � G AGAWAM � � ,I, I � I � , � � __- _ ' ' �/ �• - MASSACHUSETTS RECORDED IN THE HCRD"IN BOOK 2139, PAGE 43. r ,+, € -- 6. UNDERGROUND UTIL.ITES AND STRUCTURES WERE COMPILED FROM AVAILABLE T RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE € + 1 ,� �� ''� '� ,� HlII P.O. Cox 293 50 Depot Street Dalton, Ma. 01226 m (413)684-0925 APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCTION CALL DIG-SAFE . +,r , f € `' ./ ��// -,=��-`\ ' ° engineer$ ABANDONED UTI[1TIES ARE NOT SHOWN, ,rI; I j r '� ' ;. ' 'r �. -r-- ;•/ '�' t►v architects COMFY. CODE: BOOK NO.: ACAD CODE: DRAWING NO.. planners 'r` r % ; . ,::'%%%��_ (? ',� z + 00-�0 N A WSO-1 S3-LO.DW ,II } 1 � � I I. ' , y'-� "` r DECz. DATE. DRAWN BY: CHECKED BY: REV. / � Q' ? 1 zoo WS0 �15 3 -LO 9 D0 DH MAC 1 1 1 1 1 1 1 1 1 1 1 ,. 1 p; 1 `: 1 ` 1 1 1 1 ' ATTACHMENT D Notice of Project Change Circulation List 3 g 1 1 1 1 1 ' > eco/S rin field LLC p g NOTICE OF PROJECT CHANGE FOR CAPITAL IMPROVEMENTS TO THE PIONEER VALLEY RESOURCE RECOVERY FACILITY Submitted December 22, 2000 ' Circulation List ' Attn: Richard Foster Executive Office of Communities & MEPA Unit Development Executive Office of Environmental Affairs State Clearinghouse ' 251 Causeway Street 100 Cambridge Street Room 1903 Suite 900 Boston, MA 02202 Boston, MA 02114 James Doucett Massachusetts Historical Commission ' MADEP 80 Boylston Street Bureau of Waste Prevention - 9t' Floor Boston, MA 02116 One Winter Street ' Boston, MA 02108 ' Craig Goff, Permit Chief Environmental Reviewer MADEP Western Region MHD - District#2 436 Dwight Street 911 North King Street ' Springfield, MA 01103 Northampton, MA 01060 Loretta Oi, Director Pioneer Valley Planning Commission ' Division of Solid Waste 26 Central Street MADEP Western Region West Springfield, MA 01089 436 Dwight Street ' Springfield, MA 01103 Agawam Conservation Commission Agawam Planning Board ' 36 Main Street 36 Main Street Agawam, MA 01001 Agawam, MA 01001 ' Agawam Board of Health 36 Main Street Agawam, MA 01001 P 1Dcveltip1_CaGPlpvmepacirc.wpd / z Lei 1!QN §1 is"oil in i Milli n � r LL .-- ,�1 = 1 L �fi� � � �� � I !. �e i � F}2iSE tl � lr • �t I � �i 1 1. Ld {�� � �i�, Ji � 4 •rf� ` �i r`� �� i i , i x•f Ef�S{7 ��J�JdE 1 �5�� i�`l i� •r.� f ,� '3 ] i���44 / i.ii3 � ii 31 {I � 1' i ,r �7-.f E � { '7� IF't i{'• +€31 i i € �s3 ( # �,F � s n 'i �'�i �+ €•'�� �" ff(( i {}{ ; •��k#��� �€• rg; }7 t�>? �: �� �����I €€ � •,E f�E� � t�H t �` ��. is" � � � i� • ' � V� {iFIt€ :; �� 'I���,.tg�� !��� •�� ; (� ��} ��� {r�� ; � � � fit , �?� t = ti�r,t�s`'''f�i�{�i �;,����){) �i�7 �, �_ �E t,����� � � 1 t �(s4r =• ft �F �Ei #� <rr "J 'k j �.i' tF a 1�� E 4 � .i rJ3 iJ ��-?i�'�_��# � '• .! � ]t� ---._ � t ,1 �� j• F� ,i, i �i�l'F., •1#� i4'i;� �rJ t�r�� � ! i I / � �£ 9 r— } Arm-Mounted Premium Cutoff 5 �yr� Area Lighting Use for car lots,street lighting or parking areas. Catalog Number Example:KSF1150S RZ 120 SP09 PER f KSF KSF1 INS M in Ism PER spec-For ifs iaistri6ult n Qos,glaatiait s 0 tide} y Voltage re Mounting T _.. HIGH PRESSURE SODIUM 120 (KSF1/KSF2,shipped included) y 70W KSF1 70S R2 R3 R4 — 208 SP04 Square pale arm' } 100W KSF1 100S R2 R3 R4 -- 240 SPW Square pole arm 154W KSF1 1 R2 83 R4 — 277 RP04 Round pole arms { 25OW KSF2 2 R2 R3 R4 — RP09 Round pole arm 40OW KSF2 400E 02 M R4 RSS 347 WW04 Wood pole or wall' ]MOW KSM 10110S -- R3 R4 RSS 480 W1N09 Wood pole or wail METAL HALIDE T84 WOM Wall bracket 100W KSF1 100MI R2 M R4 —. WEM Wall bracket Ft 1?5M R2 113 R4 -- irl6 Mounting bracket 1 ! --• )/ARM Less arm{when or- 250W KSA 250M R2 R4 \�V 175W KS f "4 400W KSF2 4XIM2 R2 113 R4 RSS daring KMfi,DA123 10MW KSF3100004 — M R4 RSS3 (KSF3, shipped included) SPIZ Square pole arm Features RP12 Round pole arm VMz wood pole or wall Housing: Rugged, heavy-gauge, aluminum r WB12 Walt bracket rectilinear housing. All seams are conkinu- (Shipped separately? ously welded for weather-tight integrity.Dark IM Mast arm adapter bronze polyester powder finish (0013) start- KTMB Twin mounting bar lard; other architectural colors available. OAl2P Degree arm(pate) DA12WR Degree arm(wall) Door Frame: Natural, anodized, extruded STANDARD PACKAGING Fncwres ship earrplete in unit cartons aluminum frame With mitered corners, re- �xampls RptionslAccessones tanned with two hinge pins and secured with (ter 211 Mn 150 R2124 SM PER OPTIONS(Stripped installed) one quarter-turn, quick-release fastener; 0 carum of 1 arm anti f SF Single fuse(120,277,347V.n/a TB) Integrally designed, extruded silicone gasket )aminairel of Double fuse(208,240,480V,n/a TSI provides weather-proof seal between t1RS Quartz restrike system housing and frame. PER NEMrecep- tacle Twist-lock(no photacantrol)recap Lens: -125'truck,,impact-resistant tempered tacle only P p Ec Emergency circuit glass with thermally applied, silk screened CR Corrosion-resistant finish power door shield, LS Lamp support Mounting: Extruded C (KSFI/ KSF2) alumi- 1 CSA listed and labeled to comply with Canadian num' arm for pole or wall mounting shipped it Standards(120,277,347V only) NOTES- For opftnaf Archkocturai Gokom,sea page 285 fixture carton. Optional mountings available 1 Not avaiiabfe with 480V. 2 Requires a ED•28 induced jacketlamp. ACCESSORIES(Shipped separately) Optics: Anodized segmented reflector; 3 RequirM St BT-37 reduced jacket tamp. PEI NEMA Twist-lack phatocontral (120, provide superior uniformity and control. At s n�uh;-tap bailee[(120,zaa 240,277v). 2W,24oV)' reflectors in KSF1 /KSF2 and ICSF3 Type N 5 Use 9-arm when rnowrting two )umimires at W. PE3 NEMA Twist-lock phowcontrol(347VF are rotatable and interchangeable. Four W. 8 May ER p m must acc Ofw PE4 NEMA Twist-lack phatocontrol(480i1)r off distributions available:Type 11 Roadwa ) 7 PER option roust be ordered with fixture. PE7 NEMA Twist-lock hotocantrol(277W ` Type Ill � { Y s ft,ot arrrr- p � Yp (Asymmetric}, Type IV {Forwarr A8 dimensions are inches Icentimetersi SC Shorting cap for PER option Throw) and Type VS (Square), uniess otherwise speciftd. KSPJG Vandal guard(KSFIIKSF2 only) •' KSFt1S House side shield(KSF1/KSF2-R2,M anly} � Electrical System: Nigh-power factor ' For Tenon siipfrters,see page 28& ) constant wattage autotransformer ballast copper wound and 100% factory tested Removable power door and pos"itive-lockini disconnect plugs. Socket Porcelain, horizontally oriented DIMENSIONS mogul-base socket with copper allay, nickel Housing: xsF1 XSF2 KSF3 lap Y EPA$ 1.5 tt2(.14 MI) 2.3 ftF(,Zamzf 3.0 ft2(.28 m2) plated screw shell and center contact. U length 22 155.9) T,5.5f:a 154.3) 30-" (77,0) ( listed 150OW-800V, 4K pulse rated, vft 163lt6 141.1) 181J2 (47,a). Zd 5/1B I81.8) Depth: 7,114 (18.4) a-sna(21,1) 10-112 (26.7) Arm+ength: 400.2) 4(10.2) 12 13a.5f -listings: UL listed for wet locations. List& } Nlaxweight: 39 lbs.(17.7kg) 55 Ras-124.9kg) 85 Me,(38.6kgg) and labeled to comply with Canadia i Standards !see Options). f Poles: See pages 259-283. �,3 i fruflnitn r rr_rarrnrr. j 27E r AGAWAIM PLANNING BOARD Form D C3 c Application for Site Plan Approval o v�N _,r Please complete the following form and return it and 10 copies of the Site Plan to: N Agawam Planning Board f Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Pioneer Valley Resource Recovery Facility Address 188 M Street Ext. , Town of Agawam 2. Name of Appiicant/Owner eco/Springfield, LLC Address PO Box 609, Town of Agawam, MA 01001 Telephoned 13) 785-5120 3. Narne of Engineer/Architect Hill _Engineers, Architects, Planners Address 50 De of Street Dalton—MA 01226 Telephone (413)...684-o925---. _ 4. Please give a brief description of the proposed project: �R See attached description and list of drawing t SEP z 0 A- NI%GWWD Revised 11/06/98 •t Description of Proposed Project eco/Springfield, LLC, is proposing capital improvements to the Pioneer Valley Resource Recovery Facility{"the Facility") in order to improve(i) the flow of traffic within the Facility site, (ii) aesthetics, and odor control associated with the delivery, handling, and storage of municipal solid waste("MSW'), to increase the recovery and subsequent recycling of metals contained in the bottom ash stream generated by the combustion of MSW, to provide an environmentally and economically sound option for the disposal of municipal wastewater treatment plant sludges, and to enhance the aesthetics of the Facility. Specifically, the proposed improvements of the Facility include the following items: a. Receiving Building improvements - The existing waste receiving building at the Facility will be expanded and enclosed to facilitate indoor waste handling, storage, and unloading of all MSW delivery vehicles. The proposed expansion of the building will increase the floor space of the structure by approximately 22,000 square feet. The proposed footprint of the waste receiving building is shown on Drawing No WSO-I S3-L1. Drawing No. WSO-I53 AI shows exterior elevations of the proposed waste receiving building from both the eastern and western boundaries of the site. Currently, the southern side of the waste receiving area has five (5) large overhead doors that must be open during waste receiving hours to service public and private customers. Thus, waste unloading is visible from U. S. Route 5. Conversely, the proposed expansion includes totally enclosing the receiving area so that delivery vehicles may be weighed in at the Administration Building and then proceed through a doorway in the western wall of the structure for unloading, prior to exiting the structure through a doorway in the eastern wall. Associated with this modification of the waste receiving structure is the proposed installation of a pitless scale on an interior roadway adjacent to the ash management building. The installation of this scale will allow the weighing of outbound vehicles at a location remote from the weigh-in scale area, which currently services vehicles arriving at the site. In combination, these proposed modifications will improve the flow of traffic through the Facility, enhance the aesthetic appearance of the Facility from public roadways, and minimize the potential for odorous emissions from the unloading and on-site storage of waste. b. Metal RMcling Enhancement - One section inside the existing ash management building will house a new eddy current separator and associated equipment designed to enhance the recovery of ferrous metals and provide for the recovery of non-ferrous metals contained in the bottom ash stream generated by the combustion of solid waste. This proposed system will increase the recovery and subsequent recycling of metals contained in the ash stream above the already significant recovery levels presently achieved, and thereby further reduce the amount of ash presently disposed of at the Bondi Island Landfill. The existing ash processing system provides recovery of ferrous metal at a rate of approximately 21,600 pounds per day. The proposed enhancement of the system is anticipated to recover an additional approximately 7,100 pounds of ferrous metal per day and approximately 1,875 pounds of nonferrous metals per day from the ash stream. The system will be entirely enclosed inside the existing ash management building and will not be visible from the outside. c. Slud e1MSW Co-combustion System— As shown on Drawing No. WSO-I53-Ll, in addition to the installation of equipment associated with the sludge injection system, ewtSpringfield,LLC, intends to provide an underground pipeline connection point at the property boundary of the Facility contiguous to the site of the Springfield Regional WasteaterTreatment Plant C' the Springfield WWTP"), along with equipment necessary to achieve the desired solids content for sludge injection. This connection will allow delivery of sludge directly from the Springfield WWTP by pipeline. The proposed modifications of the Facility to provide the ability to co- combust sludge/MSW also include the installation of four (4) storage vessels, each equipped with an air-diffuser mixing system, a pumping system and a carbon-based odor control system to accommodate the receipt of sludge from other municipal wastewater treatment plants in specially designed transport trucks. The four storage vessels and associated equipment will be located within a concrete containment area. Drawing No. WSO-153 AI shows an exterior elevation of the proposed sludge receiving area. d. Site Improvements-Improvements are proposed to modify the layout of the parking area, provide an employee picnic area, and improve overall aesthetics with landscaping and fencing modifications. The proposed modifications to the northwestern portion of the site are designed to improve both the aesthetics of the Facility and the workplace environment for Facility employees. Drawing No. WSO-153-L2 is a landscaping enlargement plan detail drawing which shows the proposed improvements to the northwestern portion of the site. A section view from the north through the employees park and parking lot is shown on Drawing No. WSO-153-L3. e. Administration Building Renovation - The proposed expansion and renovation of the Administration Building at the Facility is designed to provide additional office space and expand the men's and women's locker rooms. The proposed addition includes alterations to make the existing locker rooms, the restroom facilities and the administrative entrance more accessible. Drawing Na. WSO-I53-Al is an exterior elevation from the western boundary of the site which shows the proposed addition to the Administration Building. The proposed expansion at the front of the building will add approximately 266 square feet on the first floor level and approximately 450 square feet on the second floor level. List of Attached Drawings 1. Drawing No. WSO-153-LO -Existing Site Plan 2. Drawing No. WSO-153-L1 -Proposed Site Plan 3. Drawing No. WSO-153-L2 -Landscape Enlargement Plan 4. Drawing No. WSO-153-L3 -Landscape Section 5. Drawing No. WSO-153-Al -East and West Elevations I �.� BENCHMARK=BRASS RIVET SET IN CONCRETE MNGWA THE O ELEVATION= 72.11; NA VD 1988 DATUM. IyDE MEM0RIA 1. A� I I rrl —__--- ll� Irlll"! k , \ \ \ 1 .1 0� � ! I11l�II' r � ---� III Ililflrll 1 I I \ � � � \ `� ry { I + ______ J III I�li'llir; \ I THE,CTY OF SPI NGFlELD.' BIB 792, PGS. �83—48fi / c� v ai SEE EA StMEN T E O ROAD \ \ ( / t� \ RK. 6182, PG. 26 \ q / _ I , l 1 \\\\ \ ,\� \ �F ---------- -------- ,�� �- _ 'STREET rr --`. �--- - + \ \,\ :\ �� \\\�,...,\ , \ �,\\ \ I I 3 RfRIV E t \ \ \ �\ N y r AT M � cv 855E frl I _ � � ~r 11ilhlr I!I I f Jill /' n` 28 ' / \ L.1 ) \ `\ \ l , `\ \�\� \ \\ � \ \ �i , I� If�fll r fl( ,Ilflll \` I T�� 1f - � -- 60 l ! \ . I \ \\\\\\\\ � C`1 \ ���\` \\ A r . LOCUS MAP SCALE 1 = 1000 �11 illEiji+il! f j fill lil t�l� ���1 MERIDIAN. OF THE PLAN SHOWING � � rl) �I�',tt� t —`-•—.—_._E { }-� 1—i— D ` I y � s \\� � \\\\�\ \� \ \`\\ `\\ \\ \ ! I I r I 1 11 • f - \ \ \\\ \ \ \ \\,�,.\\,\\\:,\• PROPERTY OF THE CITY OF SPRINGFIELD DATED DULY 19$6, RECORDED IN THE j fit I ; J ;11 I #�; S r / 1 WA ) I 8s ���� \\\\ \\ \�\� \�\\\ HCRD BOOK 238 PAGES 101 & 102: -- _ MANHOLE W!7`I-1 Jr f �' I 1 \ \\\\ \\�\� \\\ \ \ ' 1r I i � l f I ' I f! � �, � ws I CD ING , \ S- \ \ � \ \\ . I 1 J I - VENT PIPES L___ \\ +1\\\` ` rr+ Irf ' I +f 1 ---- � �. ! �r �J � \ �S III I r ' +I /r c� S # . I t-- GAT \ \ \\\\ \\ \ LEGEND I { ) ! illr 10' WATER MAIN 1 - ` \`\ .\ \ 11Is1s s I l I • IRON PIN WITH ID CAP SET + Il r ( ; I 11 I r Its \ �� (� ' I \ + \ `\ \\ - \\\\\. ` ; I, t 1{! I \ J r ` ? fiAIR91�4 Y \ \ \ \ \\\ ��.\� k ^ ��� I it ) J +f i II �� _ S\ - / r CON PADS \\. ,� 1� \ . \ 4 �\ \ �\ R GUARD RAIL ,(rll 1 11 I f J I ' I 1 �_���- % \ \ \ \ \ \ \ , �\\ El BOUND FOUND ; + 1 I+ I I f I I I I I , ; -_ --- -�E -_ W T R PIJIGIPS �� - — — - EDGE OF TRAVELED WAY iliff� ��i� JI J f' i i I i I j f J 1 ,i'" -'`_ 0t �' '' `T illy( Ili+ J' I J \� SHED 0 RAILROAD SPIKE SET IN BLACKTOP rrl f +( Ilf i , J # I I I I BO ND LOC TED 1 + H J AR _ .; \ Aid R >� �?EA SUBJECT r, ' I f J I I FROkc ST ON + 1 0_ - BITUMINOUS \ TO A, \ 97�(:1WN A`�T ! /! Ir I + , ! I I I I . ----••o - CHAIN LINK FENCE off/fll fr( + s ! f I I Ilf I II II BITUMINOUS � - _=-_- ``�•, �& \ l ® MAGNETIC NAIL SET G GAS SERVICE 'jl1riirr1lr jj' J j i ! J r/r I II I ! l �\ 310 + 23 (?N f l l ! ( I r , r \1953 LAYOUT/ ` ' _ SIGN f r I ( I l r I J j \ _ STEEL \ \ \ \ 1\ W WATER SERVICE (lIII�r rIl ( I J 1 i I Ir r , ` \ , i + � j �- ® ELECTRIC TRANSFORMER ('�i r 1J' -� I M BUILDING s SANITARY SEWER (!1I(f rfrJ J , , ;I-f-f r _ 31 E ��t rnf \ / I+ J I J + 49. �, 3 C�C P�_ ) y \ \ \ \\ PPROXIMA MATE L`006ON OF LIGHT POLE I,(r !! I I I r J J I / 9r7 �/—�_—�_ + 1 !V \ ` \ r I J I I ► ! e r r � , � IJfRAIN r i �� ! `� �\ OH OVERHEAD WIRES t+ I�r I +I I ( t J r l ' r r ! `- �"+ \ - , \. IL \ 1Q� `O UTILITY POLE f I I I i,(1(r rr J J ! I f ! �+ I . , , 0 \ \ � �, \ \ \ WIDE R.O.W. (ALONE ROA ___--E- I(I(Ir r J I / ( I � 1/ /, �' \ c.,a � , � \0•��PRINGFIELD GAS LIGHT o UNDERGROUND ELECTRIC f(, r II ' ` J J r ' I 1 / , I f `�_ cA° \ \\ \ \ \\ (r f r f r 1 I r I f r ( I MANHOLE WITH \ ! \ �. \ 1\ \ \ \BK. 1949, PG{ 543 \\` ,\�\ \' CATCH BASIN it/III1 I; + I J J J I � I , r f �j FM LEACHA TE FORCE MAIN r l I f I if J I I ,. 1 f ( � VE1f-T-f1PES L/ ® DRAIN MANHOLE 1 �P ` BI IN us \ / O y \ ` \, --SL STEAM LINE /rrrl/ !(, I I4 / !r rr ' ; ' i =--- '� vrfJ / '�'`� �,� AN \ y \ O SANITARY MANHOLE ,I'+ f +,I / f ! �fi�tE CITY 4F Si�'RIN GFILL TELEPHONE MANHOLE +(+ + + I r , ' ! \• �' '� �' - _ ��\ ` '\ \ 0� `\ 8K 792 PGS. 4 3-48fi \ \\ �Y1'1 EDGE OF BUSHES HEDGE !f r I/ ,I+ �� J ( ( ! I ! i , HAY < GP O \ \ \\\ \ \\\\ \ \ P. SHRUB Ir t rl Ilf JJ J J r J l i i I i /' 3 >� WA TER SHU TOFF [`r�'�'J ( I } rjr � .\�\ \•\\\\\`\� ,1 �w.✓ I,, ,1,1 J I J j I ( 1 , , , I 1 ? 5. 35 9 ACRES o BOLLARD (r r[ f 1 , 4 , , 1 , I — S• � J i I ON P , I I ATEAIC Olt11 rirl 1 J O J I f J+ \\��\\�\ � 1 , r r•. ! r � I � FIRE ESCAPE \ �O V' \ \\��` rll+ jr�i J J J to f r lJr, STEEL BUILDING F�1STEEL r f rIi J J ' ( r / ( ,/ j .r + O \ X� P�1MP \ \ `, •\����\` \ \1 �\�11� ,;II J J E , I I r I , + , / ��. BUILDING , - _ 1r, ;;, rl' It(! '',(L J F 1 \1 5����+1 I1 I I f r+ ! r ` f f I I 1 ! ' 1 r I \_ • O' Q' _ ' _ -s ` \ : , � � ►11+u1�1 \ L �\\ I O I f I l + i i t i 1 I J Z , �' \ 3 Ir NI, f ELEV. ROOF PEAK = 111.4' I - ' / GA .\\ J \ {L ELEV. GND = 64.90� tK IJ l (f+ '\ i - ! s `9s. FIRE ESCAPE S N r / J 'rI SHED BITUMINOUS SURFACE q rJff ;r I ? J J J ! , I r ^� �P _ / , -; '.- -_� �"� ' I I ` ` �_ BITUMINOUS. P / - 00 i / �- -:- Y \ r I ! III , ,I ! J t r i , r \ 1✓ G� , 4 ' iill'II l J f J J. ! r / I / � ` �' +� _ \` .._ —� / /'/' - � , � '�/� =✓� � � �iv r \\ \ ! r�lf fllllfc�Q ` fl l,� I J , l ! / , 'i O ' It I ' ,{ '` �✓-_ � r' '%'�.'��17 � ' ��' '\"'% =� � �"� - , f/ff(, I I - - i(+ 111�1 / i f I III If r , f ' ,r J ! ' 1 `t _ __ CONCRETE /' a� ' - � � r'- •I \ \ ��\\\\\\; �{ k J 1 1 LJ CURbt ---- r r. \ ,\ 4 f1 r+ I J I r+ 1 1 ! rf fr JEP Z 0 6 OOO jUNN!" NOTES: rJll rf, J g �rlr � �A FORpG 1. THE PREMISES SURVEYED AND SHOWN HEREON IS THE SAME DESCRIBED IN AAR AR�� \ p 40' 80' 120' ]60' DEED TO FLUOR RESOURCE RECOVERY OF MASSACHUSETTS LIMITED �, ;,+ I J J , I f' / M?O / _ � \\\\\�\,\ �\� PARTNERSHIP, DATED AUGUST 6, 1986 AND RECORDED IN THE HCRD IN BOOK ?' I ri f f I I ' r -_ _ _ `� " � r _ `.- ", � - �: ,- - \ ,�• SCALE: 1 = 40 J 6182, PAGE 226. 11 �++ / f ! I � / � / � • , _ ;'- - _ __ 2. LOCUS IS SUBJECT TO A 35 UTILITY EASEMENT, A SANITARY SEWER EASEMENT AND A WATER LINE EASEMENT DATED AUGUST 6, 1986 AND RECORDED IN THE i'; J J J !' ! _� _ � ��- - - " EXISTING CONDITIONS PLAN HCRD IN BOOK 618Z PAGE 226. � � � -- 3. LOCUS IS SUBJECT TO A PUBLIC EASEMENT FOR HIGHWAY PURPOSES, DESCRIBED i'I)') j J � rr \- r / r \ r�� \-�' � PREPARED FOR IN THE LOCUS DEED AS REFERENCED ABOVE rr r + f f _ 1�> - _- - _- THE CITY OF SPRINGFIELD 4. LOCUS IS SUBJECT TO AN EASEMENT GRANTED TO SPRINGFIELD GAS LIGHT I I ;; 1 J 1 y r `� -� r ,� Q C O S P R I N G F i E LD, LLC COMPANY DATED JUNE 22 1948 AND RECORDED IN THE HCRD IN BOOK 1949 PAGE j + ( \ _ ��^ - -, - - MHB a BK. 792, PGS. 483-48fi ' ' 'fl ! J J J + -�/ i i - ',� ' - DAMAGEDQ 00 �s� TOWN OF AGAWAM 543. 11Ir , ' / - . -�' 3NOF �, 5. LOCUS IS SUBJECT TO AN EASEMENT GRANTED TO NORTHEASTERN GAS �' f J." J J ! r �i',' '�! -' ' w } 'Z5 +�`� 'cy ( rl , r — , �6 1NAF3YAN� �� HAMPDEN COUNTY MASSACHUSETTS TRANSMISSION COMPANY (IF APPLICABLE) DATED AUGUST 13, 1951 AND RECORDED IN THE HCRD IN BOOK 2139, PAGE 43. r OOPM 6. UNDERGROUND UTILITES AND STRUCTURES WERE COMPILED FROM AVAILABLE �,r J J `:. \ l_r _ 1 r rn No.37W Hill P.O. Box 293 ■ 50 Depot Street ■ Dalton, Ma. 01226 • (413)684-0925 RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE a '!!r j ; , � 4+ n o `�0 engineers APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCTION CALL "DIG-SAFE". r J I J ! �� i ,%/i � %= ��--fir _ !sr0 sa ABANDONED U TILI TIES ARE NOT.SHOWN. I(; # f ,/ ,j j -l t _+s<ac ��n architects COMP. CODE: BOOK NO.: ACAp CODE: DRAWING N0. planners 1rl f J I J }� N P 00-0 N A WSO--153—LO.DW WSO-- 153-LO DATE: DRAWN BY: CHECKED BY: REV. rr � J J J � + ! �, �! �l�'';'� ' ~_-• r�_ �_C s 7 00 DH MAC . . . . . . <. _1 �. :, EXISTING 24" STORM DRA EX � N� M IN OR AL �\ \ \ . -55-- � ` \\`���\�\\ \ \ \ .\ . ... . . . 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If i i l l I#I I - --• - - - - I I l l l l f �-EXIS IK(G 15" SOR DRAIN / \ / -- / / �--1 \\� \\ \ \ � � ti\�\\ \ 1 \ \ ' . �,� `� \ IIIII 1 - _ _ �� IIIII I l i \ I. / \ / - /�/ 6�� \\\\ ~ \\\\\ \ \ �� �\� I III \ 1 I / -- \ � /- � � r``�\\\ \ \ �\�\\ \\ o \ t / \ / I I I r ��\ \\ \\\� \ \ . . ca� 1 //l% 1 . \ / ) r / �\`�\\\ \\ > \t\ \ \ v ✓ I \ \ ` i / J I 1 \\\\\\ / \\\\\\\\ \ \ \ . . - � ! _ - I / . I /\/ 1 I \\\\\\\\ \* \ I\ . '°A�ME,p 2$0 \ j - -- \\ ~---4=�:- �' !- ->.� LOOD ERE�//�TrON ti I /r // ( I 1 \\\�\\\\\�\ J/ \\��\\\ \\\ ', 4 VEN .o I�/ / �.. / I \ 1 1 \\\\\ \ �\� \. \ \ . OF (� f `-y -_.._ STREET" / - -' ---,�1 1 \\ \ \ \ \\ \\\\\\\ \ \ \\\ \ \\ \ `�-:, EXTENSION PRIVATE ACCESSI DRIVE � \\ \\\\\ \\ \ \\ \ \\ \ ililllllll ! #1111 �\ - - - - �� \ \ . : _q 1 f j / I 58.5 \", \" \ \ , - 1 1 \\ \\\\\ \\. \ -\ , \\\ �1f Illliil I f 1. lflillll ,\\ / / \ \ ! 1 \\\\ \\ \\ \ \ I i \\ \ !i I 11 I I _ .w�"'.Y \ \�\, \ i I \\� \\\\\\�\ - \ \\\� \\ \ LOCUS MAP SCALE 1 = 1 QOa ► ill 1 i \ - - PROPOSED CB#� ) \\ \ ` \\\\ \\\ \{ 11 111 I I I1111 1 14 1 _ . . _c _ L \` \\\\\\ \\ \ \ �, \\,\ \ \\ \\ f ` . • J �. . \ I \ \\ \ . I11i1Iliil i I IIIII I` �11 - r . . sA r N \� _ j / \\\\\ \ \\ \ l 11 i I I1 1 1 1 1 \ / - _ PROPOSED CB#1 � ��\ % \\ \\\\V\\\ \ \��\\\\\ \\\,P\ . - +'f III I III ��i� )I - -y , ...,.. \ ) \� \ \1 \\\\ \ ` \� \\.\ \\ IIIt11IIIII I {1Ii1 1 i• I . l \ I 1 \ - z :. ( I \ 14\\V1\\ \\ \\\ \ \ \\\ \\\\\ \\\ { 1 11 # 1I 1 1 1 � ) 1 - - --; - ` I \\ �\\\\,ram,\ \\ \ \\\\\ \\\ \\\ . II IIi I 1 JI I. I .. I 'j . �.E GEN D I I I {11 I \ 1� . I \\\ \\\\� \\ \ \\ \\\\ \\\ \\` ti41k11I11 I _ II l {I i Ii I• -" _ \PROPOSED CB,f2 •a PROPOSE©, �: . /i \ \\ \\\\\ \ \ \ 1� \\ \\ \\ ,1111111 I{ I 1 11 I I• - . J DMH#1 . \\\\\\\\\\\\\\\ \ \ \\\\\�." \\�, . • IRON PIN l TH ID CAP SET III 111 i i l I I 1 f , • \ \ \\ \ \ \ \ �\ . . - GUARD RAIL I1 I1jIli I I{ I " . � ._ - ' _ - - 5 \ \ \ \ \\\\\ ; \ \ � / \\\ . III i1 {I, I {! + I ! - _ / I �^� - - . . O . X \ \\' \\1\ \ \ \\\ \\\\\ \ . p BoUNp FOUND llliilill{iir l I Ill i I I 1\ - f... l \ \\' \\4\' \ ` I \ ' \ \\\\A- EDGE OF TRAVELED WAY 1 1 I ' �- g l : . 1 1I! I 1 �. i i - 1 \ \\ \ \ \\\ \\� Ill i1 11 I Ill i I -5 ' �-. � 62�. \ \\\\ \\\\ \\�� \\14 \ I �. Y__ \ \\ \ \\ \\\ \\\ 0 RAILROAD SPIKE SET IN BLACKTOP 111III ill 1 I i 1 - . - ) \ \\ \\\ \ �� \\\\CHAIN LINK FENCE {1 iI11I1I # I l l # I gg = \ ?' \ \ \\\ \ \\ \ \ \�\\\\\4\\\\\ I 11{ 11 I I n -_ \ \ \ \ / W MAGNETIC NAIL SET I{ I { 1 I I / 1 1 1 '. �� \ \\ \ \\\\ \1 . _..- ,:,..___.._ :. GAS SERVICE ,tl�lllltl I 1 I l I { 1 f > I I // -- x RETAINING WALL \ \ 4\\\\\\� \ \\\\\\\\\ \\\ . jllll !II{1I I i 11 � � � 1 / _.J \ / EXISTING \. \\\\\ \ \\\�\4\\ \\ SIGN d: I ! � TOP EL--63.5 \ \ \ \ \ \ -.°-._.. ,_ _ _ . WATER SERVICE Ji {{I11I I I I { I J I I � - / STACK S \ \ \\\1 11 I{ 1{ I J I { 11 \ \ \ \\\\\ \ \ \�\4, \\\\\ ELECTRIC TRANSFORMER 111 i{ i l l I 1 j 1 I �� L ` 1 �.... - PROPOSED CB#4 4 \ \ \\ \\\\\\ \ \ \\\\ \\\\ 11 SANITARY SEWER 1 { !1 I III I l 1 ..- 1 ! \ \\\ \\\\ .,\\\\\ \. . 4',. LIGHT POLE � - . 11 I I{ M Ill i . I I 1 { { I l I jL ; : .; \ 1 ` .; .� \ \ \\\\\\ \ //\\, ,, \,\\ OVERHEAD WIRES 1 i 11 I I 1 ! - _,�./ k� \ \ \ \\\1\\ \ \\�\,1\ \\ . `a UTILITY POLE f i {Il l it j i i I I i I I 1 1 1 I . " . -6 ; . ` ' , . \ , \\ \\\\\ \ ,/ \\\\\\\\\ ;\ _._. UNDERGROUND ELECTRIC iiiliil{ill I I II III 1 1 I / \ �` ♦ \ \\ \ / \\\\\\\\ . CA TCH BASIN !I{1 1il ! I 1 1 J I ` \ >� `_�` \\\\\ \ \\\ \\\ r .r . 1 {I I 1 I ! - I of .i / \ \ \ \�\\\\\ \ \ \�\\\\\\\\\\ ,: LEACHATE FORCE MAIN {Ill 11{ 1 I � i 1 I 1 '� , "/� / / � \ \ \ \\\\\\ \ \\\\\\. \\ PROPOSED CATCH BASIN III t11[111 l I f 1 I i `"�-�J ,r" �, ,� \\ J �, 4 \ \\�\ \ \ \ /\\�\�\\\�\ \\ _ J{1 1{i I1 I 1 { 1 -- N- �, Pr. % \�\ \\\\\ \ \ / \\�\\\\\\� \4 STEAM LINE 1 1 1 I ! 1 - g2 i G \\ I I J __ - c, . DRAIN MANHOLE 11 !! {{ I I / i ti . . ` . f, \ , \ -\\\\\0 \ \ / \\`\\\\�` \\ { j { ! { I i i ! ,y > �v \ \/ . \\\\\\v I{ 11{I1i I / 1 ;; :r p I / l I , .: �- 6a� \ \\\\\\ \\ \\\ \\ SANI TAR Y MANH PROPOSED DRAIN PIPE ! 1{ I I �v \ \\\\ \ . \\ \ 111 ill 1 1 1 /! I 1 ( 03. �`� \ / `.' \ \ \\\\�\��\ I. . { I 1 / 1 1 ! / I \ \ \\\\\\ \\ \\\ \ 1 TELEPHONE MANHOLE illi{{{ 1 # 1 I ... \ \\\ '� EDGE OF BUSHES/HEDGE II 1I I I . 1 I \ \ \ \\\\ \ \�\�\>>\\I I I 1 { J \\\\\ \ ` \\ 4YATFR SHUTOFF 1j{t111{i { /1 i 1 ` . i-- _ : s \ \\\\\ \ \ ``\!!\\\ \\\ SHRUB I JI l l{{ I 1 I { j l / I ® PROPOSED �\ \� \\\\\ \ \\�\\\\\\\\\\ . o 1{ i I I t I . ADMINISTRATION \ \\\\\ BULL ARC? I l t 1 1- f \ \ \ \\\\\\ \ \\\� \\I1{III{{I I { J t / /1 BUILDING ADDITION \ \ \\\\\\ \ \\�\\\\\�\ 1\ ..,............ .� PROPOSED EDGE OF CURB 11 1 I I I 1 1 ! ! ,I \\\\ 1\\\'`\ . . EXISTING HYDRANT i I1 1 1 / I r \ \\ ,�\ \\`\4 141 11 11{ 1 1 I f t \ I \ \\\\\ \ \\\11 . i !1 i { 1 f ! 1 �. \ \\\\ \ 11�,4 \\\ PROPOSED HYDRANT SETBACK IIIII{ 1 i I 1 1 1 I II F - \ \\\ �\\ � /1\�\\1\\'� \\ . {I {IIIII 1 t 1 t � 1 '. � \ . � \\\\ �` \4\VNN,, \ . 1 1{ j i I 1 J I � �\ \ \l III i� 1 1 / s ,� ..;. ` \ \\\\ \ _ _ / 1411141 \ ..-.,--:-I-.-.I..-.1�..1.-C.....--�I---1�1�.11�...)..-..-.........-.-...-I(.....I--.....I-..... 1 ..... ... ...,.. .. -.._..- 200 RI VERFRONT SETBACK 1 I11 {111 I 1 i I 1 1 r �,; { 1 - \ \�\\'-,\, .� 1�j 1l j11k 4 . r... . :t { i{ I 1 I \� \ 11h \ 1 Jl j1{Ili l I I i 1 I I / 1 I 1 i { ' \ Jv r [, y �\ -\ ,\\- `':� �'% N11� \\\4 \1 - . . � 100 YEAR FLOOD ELEVATION ! 1 I I �.: _ \ V 1 \\ . . I j i 1 l l I i 1 1 I I I 1 I It I O '� r j*�°_. . 1 - \ Nam\ \\�\ \ 11\�111,,4\\\ . I{ 1 1 i 1 I I !r @ r X' -i \\\\\ \ . 1 \\\1,\44 41 I ls . x PROPOSED SPOT GRAf?E IIIII1i{ 1 I I 1 r / 1 , ! ! I f \ r \� \\ 1 \ 141\\\ .o 11111 1 i 1 r / F I -- \ 1 \��� � 1 I \1\\\ . 1 11 f 11 r . . \, \\t\1 i I I 1 . . I I I I f I 1 ) / I % \\\ \\ \\\\,\ L\\\ II111111 I I ! 1 / ii !I Rz��� \ \ p / . ♦ \\ \\ \ i1i{{lii 1 i j { l \ g { j{{ 1 I 1 1 1 r' 1 -- i ZONING ANALYSIS iI jl �'` _ ' \ e REQUIRED CURRENT PROPOSED If ilijl{ l i i I lI t i � - `rx y , .*,',�''F' / \\ i- '� �� / l jj 1 ' I , - � 7 T' c = ''' -ss1 / ' \ ! (4} PROPOSED ROr1�1T SE'I'SACK 40` 40' 40' li III i 1 { I , / ' / ' 50,000 GAL. {ii I!l I { I {{ _ -f�- / / - y // '/ - _ / SLUDGE TANKS � l � \ SIDE / REAR SETBACJ< 23 37 23 1I ` _ / / / / \ l 1I i # F' �h s �� � ' '/� '�� r \ WITH 3'f HIGH ��-.,-4-1.:-,--,.....,--�- {1j1i1111 { II ! I1 I '" -.. n� �, �6 / �� /�/ // / / \ ` I ,' CONTAINMENT WALL HEIGHT 40 40 40 I i I w. 5. �� / // 1 {ll I I I I I r \ / �� / // / / / - -- I /N� -�,-.�-,�,:,-L;,�SI--�.'.-' �-,,-,....'-L-..--'?-.�-.-"�..�"�;..I.-;-: I 1 ,� ./ / BUILDIIaIG OVERAGE 30fC 26R; 377r Iili{II 1 I I t - t -. / / / / / /i /� / / �- - -� l . O. ii 1 i - i-�s. y� ;ram � - ;�-i ¢� - I� �� // // - / / '/- \ p PARKING N/A 36f SPACES 41 SPACES i{1i{ l l i { i \1'6 ^4` t ,:�-04 / ��// / / /, //� i�i�i i i/ / ~ y�'z� 1 I{ 1Ili I I 1 I I \ =� f E z �. , - �� //,, �/ /// � c� .A 1111 1- �+ z r -fix > " Yr � � Y S F r // /// / // /// _ r \ IMPER WOOS AREAS N/irl 4. I f ACRES 4.1 ak ACRES I {i III { I II i 1 i ` t 1 r. F f r /i / / �/ // // / // /// 55 / iIj{1I11 l { I i III 1 .I ` \ n , 7._�-''7-.-.5..­­1�:T:--IjN-_.,"t�v,'i - ° ,ter; - / i _ `C ( // , " / /// -- y i1({ 111 I i ` s , Gs Y7, S l� a' S r4 £" y l �, '� � S iilill { I 1 { / `z` } . ; . w t.f ' s,_ .: �"`// / \ \\ \\� i / / / I {i f 11 1 I I 1 I I ,:y s t �. / \ \\\\ \ t / { I1iliIIIII I I I 1 II I i � W - w . �l - I , / l \\\\\\\\\\tt I --li:1,-i..-�-"-I,�-�F.--","'44.-SR-�*�' -N_,���.il-:;-;-",,-�._:'f-.,-.i,,v:,,-,,..--�,"".j1-.r,,,..�-L-""�"�4---7�.- / 1 _ . - . fil{fIIII II t i/ I { 1 �a .� „ , , � ', 85 / // - / Jr - \ \ \ \�\\\\\\\\\\N l . jilllllli i 1 1 1 i = _ p 4 - C F e I j- �� \��`\��\�\` 1111i1i1i i I / 1 t I , I / ,f-.3 ` _ -- \.� - - I / -`� \ DRAINAGE STRUCTURE TABLE It Ili IIII i 1 / { 1 I I r# � - �8.g PROPOSED CB#5 -\ ! I t I PROPOSED PIPELINE 1{{i{III I { t { I " \. e�y, /// - - ^ \ ; 1 { TO WASTE WATER TREATMENT PLANT . STRUCTURE RIM INV. IN/SIZE/MAT. INV. OUT/SIZE/MAT. ! ll/1 1 { I 1 I - \ . ��, - = `"ill 1 1 it 11 1 i I I T / 11 - / _ _ \\\ 1 1 - . .:-.-,�..-..,/0"-% �; 1 / - -� 1 CB#1 57.0 54.0/12"0/HDPE ' 54.0/12"0/HDPE /1t111�1t t t 11 1 67 .. d / -- � , - !� \\`1v 1 f II II I i I I 1 ' / ' - - - \ \\\\ 1 1111 I I - - - \Ox\ \ \ I CB 2 57.5 N/A 54.5 12 HDPE !1 { 1 - \ \ \\ / / / 11 I I / / / - / \ \ ` .. 1j 111 j I I � ' / / -- � \\ \ 1 , 1 1 { j I i / / - - - \\ `\\\\\\\\\ 0 40 SO 120 160 CB#3 56..5 N/A 54.3/8"0/HDPE 1II1{j 1 1 I -41 /� /� �1-1 " �� / \ - \ �,\ " 111111I 1 i � / / - // - -- � - _.` \-- \.`\\�\ " . CB#4 62.5 N/A 58.9/12 0/HOPE 1 {1!1 1 I I I - - / ' / %- /65�/ - � � ,/ -�/- _ r , SCALE: 1 = 40 . IIi11 f \ - - / / C3#5 64.5 N/A 61.5/1 Z 0/RCP CLASS IV 11 ! 1 \ -- ' / - / / � 1-��' . 1 Ill I i - _ / _ _ �- / -;60- PROPOSED SITE PLAN DMH#1 60.0 57.0/12"0/HDPE 57.0/12"�/HDPE 111111 II 1 � r \ � - PREPARED FQR . I Ill \ 1 / // i i /i i i -/ '/� / ��'i�I A��?ur . 1lilt I \ ~. ,/;; ,,-AIM eco f SPRINGFIELD, LLB o I�� �•� /-1 / / -- iI ll 11 I I _ - - 'i / i i P R DP D S,ED S1 TE P i.�A N 43 ,1828 �" TOWN OF AGAWAM . . I11{11 1 1 ' � - - �// 'i ,,% ' - - ,,,o.� 8�g it{l11 i . r - = "'"/// 1"=40'-0" ,1 r HAMPDN COUNTY MASSACHUSETTS iIiJ1 ! I 1 /� '/ %- - IJ I \ v Hill P.O. Box 293 ■ 50 Depot Street ■ Dalton, Mo. 01226 ■ {413}884-•-0925 // / / Ii1 i // / /- // � /- -, / 1 engineers . I1i11 I1 I / ///j//'/i - � e - ` -, / architects COMP. CODE: BOOK. N4.: ACAD CODE: DRAWING NO. �11 I / %/%//'/ -, f ,\I / A LOCATION OF TANKS 9 20 00 planners WS0-15 �-L rIII11 j /1/%///j-j%,�/ L - / ' " / / DATE: DRAWN .BY: CHECKED BY: REV. IAISQ rJ '�L�I . ►I { I l > ! /�1 r rll/a�/ / REV. DESCRIPTION DATE CHECKED BY 9 8 00 ,1NL Dti A . . . . . . . � . . . . . . I . . . . . , I . . . I . . I I . . � . . . . . . . . . . . . .. ... . . . . . . I . - . . I .. . � . . . . '': I .. . ::".,. I . . . . . "-,- �---- --;" . - ,;-,-,. .: - . . . I i . .. .. . . . . . . . . - . . - . . . . �. . . . .. . . . . . 1. I ... . . .. I . . . . . 1 .1 . . i _ . _ . ... _ {7 .uRH � d L0005 9 5 w t) dwo 1" ....... 1*T oN& cowTook wit / \ M IA Fes.► Ho�at r 1644 a- Air (5016 IV '04W40 TAM" . + S'7 'r i Now. Im"walt -- -off-.- 5Y. i Wb t w.t. ! ' .. •�, op lrrrc�'�w LtlrliT � N As 4a. LAWS. Is 1 . I ' too MAN -� /. "ot f - .. Owl' d Ik ow 6""Oft t '"* ' / �y ' �•-w- dF dOW WT 16 T 4 K Fw-T ,. lit. _ 5 ppa�� kC a owtKo IMAM SG! wwot r 3A� 90 Nub aAh w .� 3 �\VA`f SPUC+1R p1� �IIRSKamp i ado ! 1 ` 1 !�!4 � w0l.4 per jN� I� ltt�A 1sItai ft�t IL � b�u�►^" ��ii Mpd� � Ata1'R►S �i�� 11i Sam ��NMI#�*�►r�t V�iR ES i1T _ N.. r y WA QC>IS mftTW aae . c�r t ! l PREPARED FOR # ecv/SPRINGF`.IELD, LLC i ( TOWN OF AGAWAM Lr � HAMPDEN COUNTY MASSACHUSEr Hill P.O. Box 293 . 50 Depot Stroet • Dalton, Mo. 01226 m'(413)684-0925 engineers architects COMP. CODE: BOOK NO.: ACAD CODE: DRAWING. NO. planners DATE: DRAWN BY: CHECKED. BY: REV. WSO-- I M—LZ s 3 06 DO ji 1 t 1 { f _db PILL A5haj Wb ilk., 4 i p i 1 6 ivo CO VdWA f � � r .• rNew ---- - _ ru, a LANDSCAPE ELEVATION 'k t.. PREPARED FOR i eco SPRINGF'IELD LLC _110T A 1XS Sw'n&#, j twT Ib COT TO IIOWA ?e ANTI — TOWN OF AGAWAM — HAMPDEN COUNTY MASSACHUSETTS Hill P.O. Box 293 ■ 50 Depot Street ■ Dolton, Mo. 01226 ■ (413)684-0925 engineers architects COMP. CODE: BOOK NO.: ACAD CODE: DRAWING NO. planners DATE: DRAWN BY: CHECKED BY: REV. WSO`"" 1 53- L3 N i' � ;I }� � is �� , •r I j t 1 ' �' � I # # � � J t t � 1 •_ k a 1 'f { {i , a + 1 ! 1r' l f i 't � � , •+ a ,J r S l t.' ''� i '1 •,1 5 y — i. i � I• k .t• � ) � Y ,> F• t i c l^ 7 v 1 v •S 3 f 1y TF 4 � 1 3r y •i• t i -"'� .G 1.S i' iS � t• '} I r + i 1 AS 1 ` i -d - tr - r t{• r r r : r ; r , , I 1 • t r w 4 ! •y - 1' J I I ! IF _ 1 40 ------------ :• r J ,• �. 9 .t 1 A } EAST ELEVATION . _ I . i i I � � i E � � { 1 f I j I , � � i 3 • ' d j ! i ! i I i I E � I � 1 i � � � � � � { � I • � # ; 1 t r-� I i r i S if i i r L 1,- 4 i ( 1 j 1 •n i ;s" r i r 1 I rl �• l i i I •� `� ,�' ( , 1 •HS I i - FF t 1' 'i r i•' — - ( I 1 I •t1 i1 I T �'r i 4 I 1 � •� �' \ � t E - I i i 'i •i c �7 Y I s lf{ l i I S r y } I 1 I E 'E J i •1 �J I I rr {{ { I I •� "1 � J� t T E 1 f I ! •S F '! 3 1 k I i i s t , i ii n mill WEST ELEVATION PROPOSED ELEVATIONS TION FOR 1/160 - ' —a. eco SPRI NGF'I ELD LLC f CITY OF SPRINGFIELD HAMPDEN COUNTY MASSACHUSETfS Hill P.Q. Box 293 ■ 50 Depot Street ■ Dalton, Mo. 01226 ■ (413)684y-0925 engineers architects COMP. CODE: BOOK NO.: ACAD CODE: DRAWING NO. A LOCATION OF TRANKS 9/20/00 planners WSO-153-1 LDATE, DRAWN BY: CHECKED BY: REV. LSD— 53-A REV. DESCRIPTION DATE CHECKED BY 00 JR DH !A eco/S rin field LLC r0i P� A 9 . PO Box 608 am Agawam, Massachusetts 01001 Phone: 413-785-5120 Fax: 413-731-6481 November 16, 2000 NOV 1 7 20M Mr. Ronald LaRiviere, Acting Chairman Agawam Planning Board r Town of Agawam PLAN1 "� � Town Hall, 36 Main Street Agawam, MA 01001 Re: Proposed Capital Improvements Pioneer Valley Resource Recovery Facility 188 M Street Extension (Bondi's Island) Dear Mr. LaRiviere: Pursuant to the conditional approval of our application, eco/Springfield, LLC, is pleased to submit three(3) sets of revised drawings that reflect the comments of both the City's Office of Planning and Community Development dated September 29, 2000 and the Town Engineer dated October 3, 2000. Each set is stapled and has a brief description of the project as well as a listing of the individual drawings. The comments from the City's Office of Planning and Community Development are addressed as follows: Title Block- The street address of the Facility is included in the title block of each drawing. Landscaping - The following note has been included on Drawing No. WSO-153-L1 -Proposed Site Plan and on Drawing No. WSO-153-L2 - Landscape Enlargement Plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the tree belt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location - The location of the entrance sign at the Facility was shown on Drawing No. WSO-153-L2 - Landscape Enlargement Plan. The sign location has been added to Drawing No. WSO-153-L1 - Proposed Site Plan. i Page 1 of 3 an EnergyAn V.fM company 79 North Pearl Street-Albany-New York• 12207 Phone: 518-434-1227 -www.energyanswers.com•Fax:518-43"343 Exterior Lighting - A cut sheet for the arm-mounted exterior lights which are proposed to be installed in the northwestern portion of the site and around the perimeter of the waste receiving building is included with each of the project descriptions attached to the drawing sets. The lights are designed to direct light downward and will not create a nuisance condition off the site. Rendering/Elevations - As discussed and shown on the color rendering presented at the Planning Board meeting, to the extent possible, eco/Springfield, LLC will match the exterior color of the expanded portion of the waste receivng building to the existing structure. Dumpster Location - The existing waste receiving building at the Facility will be expanded and enclosed to facilitate indoor waste handling, storage, and unloading of all waste delivery vehicles. No dumpsters are used to store waste at the Facility. The comments from the Town Engineer are addressed as follows: 1. Please see response to Landscaping above. The following note has been added to Drawing No. WSO-153-L1 -Proposed Site Plan: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division." 3. It is acknowledged that a Notice of Intent is required for this site. The application is being prepared for submission to the Agawam Conservation Commission. 4. The radii of(i) the entrance to the Facility from the private access drive on the northwestern portion of the site and, (ii)the exit from the Facility onto the private access drive by the proposed sludge receiving area on the southeastern portion of the site have been labeled on Drawing No. WSO-153-L 1 - Proposed Site Plan. 5. The details listed in the comment are essential parts of construction design and will be, provided along with the application for a building permit. 6. Please see response to Title Block above. 7. As shown on Drawing No_ WSO-153-L1 - Proposed Site Plan, two (2) handicap spaces, one of which will be van accessible, will be provided in the parking area adjacent to the Administration Building. A sidewalk handicap ramp will be installed to provide access to the structure. Page 2 of 3 For your information, the public hearing on our Special Permit Application to the Town of Agawam Board of Appeals was conducted on November 9, 2000, at which time we provided revised copies of the drawings to members of the.Board to replace those included in our application dated September 20, 2000. The members of the Board toured the facility on the following day. Lastly, we anticipate submitting a Notice of Intent for the proposed capital improvements to the facility with the Agawam Conservation Commission within the next few days. If you have any questions or require additional information, please don't hesitate to contact me at the Facility at (413)785-5120 ext. 612. Thank you for your courtesies in this matter. Sincerely, Margretta . Morris Manager, Governmental & Community Relations Attachments(3) i Page 3 of 3 Description of Proposed Project eco/Springfield, LLC, is proposing capital improvements to the Pioneer Valley Resource Recovery Facility ("the Facility") in order to improve (i) the flow of traffic within the Facility site, (ii) aesthetics, and odor control associated with the delivery, handling, and storage of municipal solid waste ("MSW'), to increase the recovery and subsequent recycling of metals contained in the bottom ash stream generated by the combustion of MSW, to provide an environmentally and economically sound option for the disposal of municipal wastewater treatment plant sludges, and to enhance the aesthetics of the Facility. Specifically, the proposed improvements of the Facility include the following items. a. Reeving Building Improvements - The existing waste receiving building at the Facility will be expanded and enclosed to facilitate indoor waste handling, storage, and unloading of all MSW delivery vehicles. The proposed expansion of the building will increase the floor space of the structure by approximately 22,000 square feet. The proposed footprint of the waste receiving building is shown on Drawing No. WSO-153-LI. Drawing No. WSO-153-Al shows exterior elevations of the proposed waste receiving building from both the eastern and western boundaries of the site. Currently, the southern side of the waste receiving area has five(5) large overhead doors that must be open during waste receiving hours to service public and private customers. Thus, waste unloading is visible from U. S. Route 5. Conversely, the proposed expansion includes totally enclosing the receiving area so.that delivery vehicles may be weighed in at the Administration Building and then proceed through a doorway in the western wall of the structure for unloading, prior to exiting the structure through a doorway in the eastern wall. Associated with this modification of the waste receiving structure is the proposed installation of a pitless scale on an interior roadway adjacent to the ash management building. The installation of this scale will allow the weighing of outbound vehicles at a location remote from the weigh-in scale area, which currently services vehicles arriving at the site. In combination, these proposed modifications will improve the flow of traffic through the Facility, enhance the aesthetic appearance of the Facility from public roadways, and minimize the potential for odorous emissions from the unloading and on-site storage of waste. b. Metal Recycling Enhancement- One section inside the existing ash management building will house a new eddy current separator and associated equipment designed to enhance the recovery of ferrous metals and provide for the recovery of non-ferrous metals contained in the bottom ash stream generated by the combustion of solid waste. This proposed system will increase the recovery and subsequent recycling of metals contained in the ash stream above the already significant recovery levels presently achieved, and thereby further reduce the amount of ash presently disposed of at the Bondi Island Landfill. The existing ash processing system provides recovery of ferrous metal at a rate of approximately 21,600 pounds per day. The proposed enhancement of the system is anticipated to recover an additional approximately 7,100 pounds of ferrous metal per day and approximately 1,875 pounds of nonferrous metals per day from the ash stream. The system will be entirely enclosed inside the existing ash management building and will not be visible from the outside. c. S_1_udge/MSW Co-combustion System— As shown on Drawing No. WSO-153-L1, in addition to the installation of equipment associated with the sludge injection system, eco/Springfield, LLC, intends to provide an underground pipeline connection point at the property boundary of the Facility contiguous to the site of the Springfield Regional WasteaterTreatment Plant (" the Springfield WWTP'), along with equipment necessary to achieve the desired solids content for sludge injection. This connection will allow delivery of sludge directly from the Springfield WWTP by pipeline. The proposed modifications of the Facility to provide the ability to co- combust sludge/MSW also include the installation of four (4) storage vessels, each equipped with an air-diffuser mixing system, a pumping system and a carbon-based odor control system to accommodate the receipt of sludge from other municipal wastewater treatment plants in specially designed transport trucks. The four storage vessels and associated equipment will be located within a concrete containment area. Drawing No. WSO-153-AI shows an exterior elevation of the proposed sludge receiving area. i d. Site Improvements- Improvements are proposed to modify the layout of the parking area, provide an employee picnic area, and improve overall aesthetics with landscaping and fencing. modifications. The proposed modifications to the northwestern portion of the site are designed to improve both the aesthetics of the Facility and the workplace environment for Facility employees. Drawing No. WSO-I53-L2 is a landscaping enlargement plan detail drawing which shows the proposed improvements to the northwestern portion of the site. A section view from the north through the employees park and parking lot is shown on Drawing No. WSO-153-L3. e. Administration Building Renovation - The proposed expansion and renovation of the Administration Building at the Facility is designed to provide additional office space and expand the men's and women's locker rooms. The proposed addition includes alterations to make the existing locker rooms, the restroom facilities and the administrative entrance more accessible. Drawing No. WSO-153-AI is an exterior elevation from the western boundary of the site which shows the proposed addition to the Administration Building. The proposed expansion at the front of the building will add approximately 266 square feet on the first floor level and approximately 450 square feet on the second floor level. List of Attached Drawin s 1. Drawing No. WSO-153-L0, Rev. B - Existing Site Plan 2. Drawing No. WSO-153-L1, Rev. B - Proposed Site Plan 3. Drawing No. WSO-153-1-2, Rev. B - Landscape Enlargement Plan 4. Drawing No_ WSO-153-L3, Rev. B - Landscape Section 5. Drawing No. W SO-l 53-A 1, Rev. B - East and West Elevations Arm-Mounted Premium Cutoff � Area ughti�g Use for car lots,street lighting or parking areas. Yr6 _ � cpKSF Catalog Number Example:KSF1156S RZ120 SlPOS PER 1 KSF1 150S R2 120 SP09 PER _ Spec-Form° IES Distri upon �- L1=36slinatfoe _ se eci one) voltage Mounting _._ ..... - HIGH PRESSURESODIUM 120 (KSFIIKSF2,shipped included) 70W KSF1 70S R2 R3 R4 — 208 SP04 Square pole ants 100W KSF1 100S R2 R3 R4 — 240 SP09 Square pole arm 150W KSF1 15[I� R2 R3 R4 — � PJ% Round pole arms 25OW KSF2 2503"` R2 R3 R4 — RP09 Round pole arm 40OW KSF2 400S R2 R3 R4 R5S 347 WWO4 Wood pole or walls 1000W KSF3 1000S — 03 R4 480 WW09 Wood pole or wall R5S METAL HALIDE TB4 WB04 Wall bracket 100W KSF1 10011011 R2 R3 R4 — W809 Wall bracket 175W KSF1 175M R2 R3 R4 — MB Mounting bracket 250W KSF1 250M 82 R3 R4 — L/ARM Less arm(when or- daring KMA,DA12) 40OW KSF2 400M2 R2 R3 114 R5S 1010N XM79DOM — R3 R4 RW (KSF3,shipped included) SP12 Square pole arm Features RP12 Round pole arm WW12 Wood pole or wall Housing: Rugged, heavy-gauge, aluminum WB12 Wall bracket rectilinear housing. All seams are continu- (Shipped separately)A ously welded for weather-tight integrity. Dark KM Mast arm adapter bronze polyester powder finish (DOB) stan- KTMB Twin mounting bar dard; other architectural colors available. DA12P Degree arm(pole) STANDARD PACKAGING DA12WB Degree arm(wail} Door Frame: Natural, anodized, extruded Foam ship complete in unit cartons aluminum frame with mitered corners, re- only. Example: R?t ons/Accessorles tailed with two hinge pins and secured with Il)ty 21) nn 150S FM 120 SM PS OPTIONS(Shipped installed) one quarter-turn, quick-release fastener. m carte of, am and 1 SF Single fuse(120,277,347V,n1a TB) Integrally designed, extruded silicone gasket mininairei DF Double fuse(208,240,48OV,n/a TB) provides weather-proof seal between DRS 4uartz restrike system housing and frame. PER NEMA Twist-lack Ina photocantrol)recap- tec a only Lens- .125'thick, impact-resistant tempered EC Emergency circuit glass with thermally applied, silk-screened CA Corrosion-resistant finish power door shield. LS Lamp support Mounting: Extruded 4' (KSF1/ KSF2) alumi- CSA Listed and labeled to comply with Canadian num arm for pole or wall mounting shipped it Standards 020,277,347V only) fixture carton. Optional mountings available. NOTES: Colors,sa For optional Architectural e page 285. p 1 Not available with 4MV. Optics: Anodized segmented reflector: 2 Requires a ED-28 reduced jacket lamp. ACCESSORIES(Shipped separately) p 9 3 Requires a BT-37 reduced jacket lamp. PE1 NEMA Twist-lock photocantrol (120, provide superior uniformity and control. AI 4 Mu1p-tap ballast n20.208. o.z77v). 5 Use 9-arm when mounting Iwo 208r 240W reflectors in KSF1 /KSF2 and KSF3 Type N luminaires at W. PE3 NEMA Twist-lock photocantrol 1347V)7 are rotatable and interchangeable. Four cut- e Mw be ordered as acoeasory: PE4 NEMA Twist-lock photocantrol 1480V}7 off distributions available:Type II (Roadway) 7 PER option must be ordered with fixture.a includes arm. PE-J NEMA Twist-lock photocantrol(277W Type III (Asymmetric), Type IV (Forwarc Ail dirnensions are inches(centimeters) SC Shorting cap for PER option Throw) and Type VS (Square). unless otherwise specified. KSFVG Vandal guard fKSF1/KSF2 only} KSFHS House side shield(KSF1/KSF2-R2,R3 only) Electrical system: High-power factor For Tenon sl(pftters.see page 285. constant-wattage autotransformer ballast copper wound and 100% factory tested Removable power door and positive-lockim disconnect plugs. 13IMERSIONS Socket: Porcelain, horizontally oriented Housing: KSF1 KSF2 K$F3 mogul-base socket with copper alloy, nickel EPA- 1.6 ft2 L14 m2) 2.0sz(.2em') 3.o ft2(.28 m2) plated screw shell and center contact R' I%k}Length: 22 (56-9) 25-5116 164.31 3o Sinks m.o) listed 1500W-600V, 4KV pulse rated. Jwidth: 16-3116 (41.1) 18-1/2 (47.D) 24-5/16 (51.8) •J Arm le 7.1r4(18.4) s(10- (z,.,) 10 43 (26.7) Listings: UL listed for wet locations. Liste+ Arm length: 4(1a7� 4(102) 12{30.51 � g Maxweight: 39 lbs-(17.7kg) 55lbs-(24.9kg) 85 lbs.(38.ekgi and labeled .to comply with Canadiai Standards (see Options). /3 r rrunArr n r rr-uT1Ara Pales: See pages 259-283. 21 a BENCHMARK=BRASS RIVET SET IN THE CONCRETE WINGWALL ELEVA 770N- 72.11'; NA VD 1988 DATUM. �NOc MEMOR�A F r .: wl 4 a`� Il111111 t I mill /ALLA ` \ \ \ \\ \ ♦ \ If } I{!} Illll+ll `y r/ / ---- �\ / \ i � ` ��♦\ \ \\ \�`�\\�\♦ \ \ \\ ,\ 0� — Irllll,lll _.___[L— THE,0TY,__ � II! 4 l 1Il 111 i ,� lr l 11 — 1I III , / w / / r— \ ♦ II OF SP NGFIELD % � �-�' '� 'r`:\` �\\ \ ` `' `•\\��` \ \ \ a. Sk 792, PGS. �83---486 SEE EASEMENT "E '�0 ROAD \ \ \ .- z �V /�` BK. 6182 PG. `226 ` / /. if "A 4 ------ N F r - --=----- STREET ! -- ��-- 3 , 1 \\\\\ \\ Z { \ �\.♦�. \ III I 1 ]' — . / ! ^ ' 1 \ � \ � \\\\\\\ ♦�\ \ \\ \ \ ♦\ ♦ ,'!1 I +;I i !' 1 !� \\♦ r / N .. RrRI VA TE 11 855E ff » I}�jll r �s� I i illr Islti `\\ q 28 60, — \`. p \��a \ `�\� ! 0 1 +y,�\`\1\\ \\\\\` ,�\:\` \ ,III ! i I I I I I Jh \. LOCUS MAP SCALE 1 = 1000 Ir I 1 111 111TENS�f 0�1I- --, - I ` I \` \ \,�', �� �.��� , I# rilllllll \\� f , + ! \ \\ \\ -\\ r`� \��\;��\♦♦ \ - r sl+llfr II till . E MERIDIAN OF THE PLAN SHOWING tIl Il+lf , t j (11 t�, t11 H _ � , • I k f I , 1� �'�J 1 \ �\; \ \\ \�\\\\\\` \• PROPERTY OF THE CITY OF SPRINGFIELD ! 111j, tr I 1 --Y' + 1 �. \ \ \�\� \ \\\ DATED JUL Y 1986, RECORDED IN THE IIJj III I t 1 I r IJj. Q . �� Irv—«—�'' , , r . l CA r t , T S , \ 1 \\ \\\ \\� \ � �♦\\\♦ \ \ I,+ I,, 8 \ \ \ � HCRD BOOK ZJ1J, PAUL� r Ul & WZr I+r I 1 � l S ANHOLE WITH / ' 1 _J WA � CO NG � 1 � `�' \, \\\ , I I 1 j+I I l i f l I _-- VENT PIPES i C 1 !r r ,y \ `S' \ \ \\\\`` \ \ \\ \;i�\\\\�\\ \� I►r '111I t r�1 �irII I 41 + r 1 �I \" '�\\ \\``\♦ \` `+ \\ \♦ \ \\ LEGEND I I s 4� lIl 1 I , k I l � � III 11111 1 1 j(11�I1�1 11. � r•� 10" WATER MAIN � I .r1. r r GA 14ltt Illlj I f rjrlllllj• "\ _ !! W __ ) • 1 r 1 \ \\ \, \ \\ \ , ` ` \ +\ \ \\\ \ T yjl Ilfl, 1 ; __J�—~ 1 ,+ t) L \ E I I \ 1 ? 'f AIR • IRON PIN WITH ID CAP SET I �til l+l, I j ,j 111 j l � , i „r S ' , CONIC PADS GUARD RAIL li I l l `1 �-\ O BOUND FOUND i l+f III + I I ' - + I I I i j l I 1 � W R Pld}GIPS _ — — EDGE OF TRAVELED WAY ffl+Il jlu I j 1 1 + i l I I I i s + j ` /'f ���- � \\ \ \ \ \ \ \ \ l l l l j l l r l+ I I , I t I 1 i l I t `-I ~Y 1[_ \��' FL,O . . :`` _ �«—`~ }+ SHED \ \ r I,I I I + 1 It \ \ �}y�p" \ \'RAILROAD SPIKE SET IN BLACKTOP ir) I r 1 J l I I 1 I BO ND LOCATED 1 t R - \ 1 Ir Ir I f I r � P / -�� y . CHAIN LINK FENCE rrrl�l, III r rr r I ! I.I I ! :I t 00 `(E Pl►\EA SIl�JECT \ \ \\\ \ �• f I + , r ) , I 1 1 + FR ST ON ,� + I 1 BITUMINOUS �' BITUMINOUS \ \\ \ \ \ v® MAGNETIC NAIL SET f 11'f 1J ' 1ri 1 I ; - G GAS SERVICE 'Ifflir�Ir j�l � I 1 1 j rI I ! 1I � t\ 310 + .23 QN ,� ' T SIGN f+Ir,! f,1 \1953 LAYOUT,/ WA TER SERVICE (IIIIi! ,1+ ► 1 r ' + ' . STEEL Irlijl 1'l , I I IN 1 ' "` i .. �� \ , , + BUILDING ® ELECTRIC TRANSFORMER S l,! l .` ' 331 E'�_ SANITARY SEWER III I rl r,r J j + + , 1 I �------�_ \ --� / 1 1 \ \ \ \ \ \ \ I r f I j I , 49.gl7' L 3 CONC PS . / , / ) p \ \ \ LIGHT POLE � +IIfI11 l+Il � � ! � � ,- \ may\ �, \ s \\ ` \ , \ ! I � �"TJRAIN 1 i + ! �\ \ \ \•. � OHOVERHEADl 111 + ► r , r + ! APPROXIMATE L OC,,4 T70N OF W1RES f I I 11 r f r + p \ \\ UTILITY POLE + r ,I y 1 I I + + l+ 0 \ \� \ \ WIDE R.O.W. (ALONE I 1 I!r I 1 I , I l I + , � \ �+'� \ , \ \ RINGFIELD GAS LIGHT C \ \\\ \ E UNDERGROUND ELECTRIC III�I+ +Ir j I t f � r I I 1 I + ' `` �, �� ,' \ \ '\\ \�`'C \� a ,l�1, ! I , + , III , MANHOLE WI TH ]\ \ ` , \ \ \SK. 1949, PG 543 CA TCH BASIN I f!1I 1 f, 11' 1' 11� j ' r ' i 1 �� ,-__ \ , G� a \ \ ` ` ` `\ { �\\ \'• FM LEACHA TE FORCE MAIN I I+ + I VET! PIPES , ( \ \ \ DRAIN MANHOLE 1 i, , I 1 I r + , + ` ti \ \ \ \ \ \ �\\\\\\ SL 1IlI+II II I ill, it I 1 f r I i� , , \ f \ \ \* \ \ j ♦ \\ \\ \\ STEAM LINE 1frrirlr, ! +r j '� I i + f i �, _ ,'� .' �Q� `SAS, AN \ ti _ \ \ `\\ E CITY OF S`PRIN&IEL � SANITARY MANHOLE f 1 \ + r + ! ! ,•..__ ,i � � •\ \ _ \ \\\, \ 1 1 / , I + I I ',J` Q �, --- \ \, RIB\ 792, PGS. 6-486 IJ+r rrl 1 \ \ \ TELEPHONE MANHOLE �Y Y1 EDGE OF BUSHES HEDGE l�r rf l 1 ,'!I �t •-' t ! i ; I i { HA `'Y GP� ,% �' � \` I(f t •' f r r I ' f I • Gj WA TER SHU TOFF II I+r I1 ! ��' I I f . i 3 ajh spy P \ ♦\ \\\`\ \\ \\ \��� `\�\\ C) SHRUB ?r a 5, 35 9 ACRES BOLLARD litr + f r f I+ , I! !/ f ��CON P / y fill fillQ ' , f ' It +L I FIRE ESCAPE fit III l 1 r ( 1 t '•j ,n \\ \\r1,' I11i � STEEL ,BUILDING F L �oSTEEL �,P � \ \ \ �.���• \ � \ 1 �`��� \ .� I��I jflj O MP S �' 1 ���\��\\\ �'' `\1\ \���,\ t rf, r,ll BUILDING II lfl, J ! I I I I i l l I ! I r f 1 r tK lf1 IfI1 - _ '1 I I I r I f l � r ! I 1 I �r - \ '�• �t,�, tS') - 1 � \\` \ \ \ \ \ 11 I ,r' , � � ! 1 ! ! 1 ,, I I 1 I W(/S ♦ � \ • �_ ` � tJ \ \� � \`�\�� , l ;♦\ \\',1\`,\ I ! ! , I I,I+ I,rll f 1 f 1 1 1I ! 1 r t ! ELEV. ROOF PEAK = 111.4 GATE rl, rIf! , I r ' , ( / `, I ! ELEV. GND - 64.90' 4c �\� �1, �I I f r I 1 1 ! `\ r J t ♦♦ \y+. FIRE ESCAPE S N V, rl+f rI I ' I j ' I ; I 'I 1 ' 111 + 11 + I ' I ' \ ' +"� \�� �� SHED � ~' I+' if ; 1{ 11r 1+IIJ�I r fI 1 I ! + _ , ! ♦ \ - - `9S• BITUMINOUS SURFACE I__ -- ,j / _='�', .\`\\•. I �'' .. ` � V / % ~ � ,i '-��'r ��' \ ♦ j r , - , ♦ �' , /�' / ' � 1. ,-,;, , / ' l \ 1 1 ` ' Ill I ' _ ` BITUMINOUS♦ 1 II I I ++ f r + f eh 11,11 + 1 I + + I 1 I y { � , v it -' � �5 r -`7' // , i/ i, � % %�% / / _ —� • `�+k ,I ,IIlI! ' 1 f I r , I L -. I t f✓ r i 'r' R , r' r•'. � - ' / .-/ - �. ' _ , a'e to i .. +rl 1,, Rp' Irllllll , � 1 � I I I l `�` 1 11 � � 1 I ! '/� -�Sr' I y' ti�(/ ♦/�/�j��/,',/ !� r �t -.w ;,�� .'' ��;';'i.; _ It I+Ill III I � + F � + I 1 `� \ ! 1 1 4 W 1 /�/ / ♦\\` �C {/ // ,,/, - i �r i II1f,ri,I1 , J r i I I I r ` 1 r I GO +� q{� t lI+I lrl I r if +I I + 1 \` r \ 1 /' ' r r ` \`\,\\ \S\�� / i I • l logo 0MCRETE \ `. r+ p / i. CURiR vim/ �^` `—i� '%i' r' -" ` ` ` \\\\\`�\ - ,?"i '<.•;.:. } - rlll�l+1+ CNN\ \\ \\\\\\`\\\\,\ •* ;y1yy,f jA ,.� y � l✓K � r - 111 _—!�_ \\� 1 r fI - _ _ Nov 200U lit rf11i r if 1 , I / / / = _ `\;�\ �\ < i B GENERAL REVISIONS 10�12/UU. 1'\ \ NOTES: f rr ! 1 1 � + f + � / ' 0 1. THE PREMISES SURVEYED AND SHOWN HEREON IS THE SAME DESCRIBED IN AARAR�/ `; `\\\�\\\\�\\\�'� DEED TO FLUOR RESOURCE RECOVERY OF MASSACHUSETTS LIMITED +, + f j f f PORT `,\\\'\1\ 0 40' 80' 120' 160' PARTNERSHIP, DATED AUGUST 6, 1986 AND RECORDED IN THE HCRD IN BOOK I' (JillI , / M / -: = --" �" \\�\\'� \`' 6182, PAGE 22fi. I I r+I II / i �i __-�` ` SCALE: 1 " - 40 2. LOCUS IS SUBJECT TO A 35' UTILITY EASEMENT, A SANITARY SEWER EASEMENT ' i ll1 j ,I 1'\ --" � AND A WA TER LINE EASEMENT DATED AUGUST 6, 1986 AND RECORDED IN THE HCRD 1N BOOK 6182, PAGE 226. !+ ,°, ,I ++ 4 �x �- %- AT EXISTING - CONDITIONS PLAN 3. LOCUS IS SUBJECT TO A PUBLIC EASEMENT FOR HIGHWAY PURPOSES, DESCRIBED tr+lr I j 1 , PREPARED FOR IN THE LOCUS DEED AS REFERENCED ABOVE. r r 1 jj THE Cl TY OF SPRINGFIELD 4. LOCUS IS SUBJECT TO AN EASEMENT GRANTED TO SPRINGFIELD GAS LIGHT I' I y ��'- % '� " COMPANY DATED JUNE 22, 1948 AND RECORDED IN THE HCRD IN BOOK 1949, PAGE +1 I I 1- j f + \ ` ,/�i - - MHB Q BK. 792, PGS. 483-486 e c Q S P R I N G F I E L D, LLC 543. DAMAGED o , .5. LOCUS IS SUBJECT TO AN EASEMENT GRANTED TO NORTHEASTERN GAS + l' I i �'�'�''% �' a 0'0 µS0 OF A%p 188 M STREET EXTENSION TRANSMISSION COMPANY (IF APPLICABLE) DATED AUGUST 13, 1951 AND I _ /�= r625• �� AGAWAM,I, MASSACHUSETTS RECORDED IN THE HCRD IN BOOK 2139, PAGE 43. - LO 6. UNDERGROUND U TILI TES AND STRUCTURES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE Ire ' i �' "��%=�1 �� [ u� N&37M Hill P.O. Box 293 • 50 Deput Street ■ Dalton, Ma. 01226 ■ (413)684--0925 APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCTION CALL "DIG-SAFE". 'r 1 , l j 1 / ,iii =-.�� \ +. ��; engineers ABANDONED UTILITIES ARE NOT SHOWN. ++l; I 1 �` ,jam' ;:,�'l�, ` 4-- -/ ,� c� ; architects COMP. CODE: BOOK NO.: ACAD CODE:- DRAWING NO. j planners ,ll I , ,/�,,,;;, , ,/ z buy t d� 00-0 N A WSO--153-LO.Dw WSO-w- 53-LO 1, DATE:J /','� , ��` -__� � '' ! _UO DATE: DRAWN BY: CHECKED BY: REV. 9 00 DH MAC ,. , . . . . . a � . 1 : - . _ . . . . . - . .. .. ... . 1.. .: . - - . . . . . -:i . - : . . . . . . - - - - - - . .. .. r . . 1.. - -. - _ _ ,- - I'I.-.'.LL-I.I�,-.....,I I`,I.�.'`--\��..A�,.-.�I�\.;�..,.t,--I.I--...- -.�7�'­>1,' - ,:- If)-.1.i.1,..I..\.1.I.I.I...W1,.....1.I.I�.z iII.�.I.I.�/fl�..�i..-. 'r-IIII.--..1......I.1-.-�.\,,/-�.S".1.�-...---I.-/...I.-./.-.ft.1,-..�.-.I.Q..-�I1.l'.-��-1,�1.II. ..�..-./I-./..O../I.1..I..,.-I,,-.--r.1-.I1.�m.'.1.�I\.I I.-I r.....�,I-1,- --.-',---I-,...:�I1,.-,�-..�,...,:I.--�.I�-./.�-.\."0.,�..1.I 1.--,w...1.�1.n.L....;.�..�.. .1.---1.01:-\ . ',- - .. -. .. '\>...�..I\..-./I\,I I..2\..\...r�..,-�Y.-�....I- ..�..\0.%...1i-.50.�I.../1-\-I.-\.-1<.�1/--�...%.�--.�1.��.L.---U..-\.�- --\...\./-..-�-,`.-j5.-1I�,.-,.,.-;;;;.,.l,,1',.\.--.;/,,/.\I.�I,-I-j n,(-.I-z��.�-/��-.�I.. m-\L I"X, �..'\\,\.,--,..\��...-\,�-.\\ --,..,\.-.,..-r-.<.-��-.�-\,/..-\-\.-I�-\..--I-\-\..- ,...\ " - - - - - ' _ . . -. \\.-\\..,-\-."�I\\.\ \\\.\-\\\-..\\..\\.�\.\\-.\\...'\\-1 V��.\.-\....1�\/-..\4-..1 .,\>\. \\.,�.-.e\\.'.\\...�\-1.\,..I\,,I\S1.-�.N�..N \7-.N.,., ..I...\\.L...I.\.I�:.�I,,..I..)...,./.....I\-.,..IL.\.,N 1.....I.>I I.�......-."..�.I�....-. : _ - - .. _ - - - - .. - N t1 XfSTfNG 24 tORM DRAIN IAI- A VE - ' F� 0 M .. _ . . . II"...I.�,....�..\-�.1 �....1.��\..�.:... M� .. . . , . . . . -\"\. � " � \ \ . -s5-- \ \ . . . -- � \ \ �\ \ \ . . \ i - \ . � _ � � . - \ v' �.' \ �' \. \ \ \ . . . . kkf � � / \ % - 6. \\ 7G. . . !k I k i .! ..:...:.�......1.-...7.....I.........'1-........I,...:.;-..,.I..-�II I..I.......1....�...1�....�...I.1..�....I1..�I I I...I......"I...,, jai \ _ 1 .. � I 1 ! ( / ! ! III I y \ / ' ,\ \ \\ 1 1 I 1I I l III1 �-- / ' � � � y � �- �� \\ \ " \ Nam\ \ \ . .. } # "- -- I f 1 I EXlS II 15. STQR DR,4lAl y r \\ r \\ \\ \ 1 I P �Z ? \ �� i�00 YEAR -` E / \\\\ / / \ \ \ \ . . I A �ME-,Q Zo l T \ �.. ; _�_ �� l , FLOOD ELEW�t ION t / / # \\\\\\ \\ J J �\ \ \ \ \ ..........m...�......I.....��1...I.I1,.....I.1...�-....I-.:.I,I...II1.1.I,,: E . . y \ REET / \ \\\ \ \ .I f � ..�,_,_ Pf7IVAtE i T' y } \ } \ \ \\ \,L - \\\\\\ \ \ \ ,, 1 y -- EXTENSION A CESS Q ,� \ \ \\ �\ x. . I C/, RCV y \ \\\\ \ \\ \ . I# I \� `- . . Fi .PROPOSI�.D SIGN! 1 e .1.. 1 ( \ \\ � \ \ \ . it L11 1 L I _ T _ _ � ,Ea �\ ♦ \ ) \ \\ �� \ \ # It #(# I y _ 1 \\� \\\\ \ - \ \ .- . �ocr5 MAP scA = # 1 II [ ## # - . �,. _ \ \\\ _ \� \, \ \ \ . . : 1 r L E ��� !l ll 11! I 1 I \\ PROPOSED C83 _ < �i ` c - �� , �' \ - 1 \\ \\\\\ \ \ \\\\ \\\ \ . Ill . 1I _ r R: .. �: ��\ l l 11I I 1 f I f I } 1 I r \ r PROPosED cB 15 ., o. \_- ,/ \\ \ \�\\ \\\\\\\\\\ `\ ,, .=, : _ _, . 11 !III I)I j� �'� / \ \ 11 \\\\ \ . \ \\\ \\ . ) I 1 s � \ \ \\ \ \ \ \: . . 1• k . . . I _ 1j1111.11#1 l# I. 11 I t j I _ � - . rF 111 111 I I 1 1 . - 3� 1 \1 \\\\\,, \ \\\\ \ \\\\ \\\\\\\\ f :. r t t *\ I # ## III I # I # - - "\ \ I 1 1\ \\\\ors\ \\ \ 1 \\\ \\ \\\ .LEGEND 11111 1 1. 11 ...# 1 /1 . \ \. \ f \ \\\ \ . . 1 l I 11 I Id 1 # ( \` I , _ \\ \\\\ \ \\ \ \ \\\ \\\ . . . ... . .. - 11 141I l I I l 1 I 1!I I# I ` - - - \PROPOSED CBJ.2_ .... PROPOSED. / \\ \\\\\\ \\ \ \ \ 1 1\\\ \\\\ \\ 1 111 11l 1 1 ti 1 1 I j. I - - !DMH#1 \ \\\ \\\\\ \ \ \ \\ \\ , \\\� � IRON PIN K1TH ID CAP SET III 11 11 � • . `� \ \ 1 \\ \ \ \ \ , , . 921 :� GUARD RAIL 11 111, 1 I 11 I ., -� - off. 0 ,TQ \\ \ \\\\\ \ \ .\ �\ \W- \� ,; © BOUND FOUND \ \\\ \ \ . . EDGE OF TRAVELED .WAY I#1 # .11 l !1111 5 . ' , r s9 ( � _ ,- \ \ 1 \ \ \ . _ t# I11 # I 1 • 1 - , 1 \ . \\ \\\ 1 \ \ \ \ \ \\\ RAILROAD SPIKE SET !N BLACKTOP I # I1 1. 111 1 1 -59 - -62 - A \\\ \\\\\ \ \\ \\ 1 \\ 4 111 ## 11l I I # ; - -� - , _ °� \ \ \ �\ rr CHAIN LINK FENCE I 11 I ! 1 I # .' . \. ` \\ \ \\\\\: \ � ' ��\'.��\� \\ ,1 ® 11l111II11 I # 1 ! I 1 >• ! r \ .. .MAGNETIC NAIL SET GAS SERVICE r1}111 111##I I 1 I 1 I / 1 1 1 �- # X e�3:� \ .- PROPOSED �7 \ \ �L �\ \\ \\\\1\\r . 1 1 11 1 11 1 ! I ., /� - '� \ RETAINING WALL XISTIN \•:: \ \\\1 \ \ \\\\ \\\\\ SIGN- 11 11 111 I 1 � E G . . \ \1 . 1 I 1 l - - \ \ 1 \ \\\\\� \ \ \�\\\ \\ - . WATER SERVICE 1111j 111"I I I f 11 1 1�1 I ` I � \TOP EL=fi3-5 f STACK \\\ # 11 I 1 I I ) \ \ \ \\\\\\ \ 1 \�1r\r \\\\ ® ELECTRIC TRANSFORMER 1 �� � ` ROPOSED CB#4 . 1 1 / \ \\\ \\\\ \�,�\\ \\ I#1lI11II11! I I 11. 1I n / / ' \\ \ \ \ \\\ 5ANlTARY.SEWR !#1Ij If1 1 I j 1 1 ` :so, . ' , \ \ \ . \ \ \\\\\\ \ _ _,\\\\ \\\ LIGHT POLE # 11 1 1 1 1 I l' ; \ \ 1 \ \ - \\ 4 11 II �J 11 F 1 \ \\\\\ - \� � \\ . . . 11. 1 ! I # # \ \\ �. \ \ OVERHEAD WIRES I 11 l �- 1 t # 1i \I\\ . j .�, ! 11j III I I # 1'# � 6k- \ \M \\\ �\\\ \ \\\\\� \\\\. UTILITY POLE 1 I fI I : ' 1 1 I t � - . \ \` \ i \\\\`\\ \ . . UNDERGROUND ELECTRIC 11I11111 1 I 1'! j.l 1 I 1 : ` 1 \ \' ` \ \\\ \\\\\ . i �\\�\\\\\\ \ .f II 111 i I I I d I I \ - / . ` j ♦ \\ \ \ , I. . CATCH BASIN - ! II 1I I 1 1 1 I I 1 -- 6, -Q- \, ,, \ \\\\\\\ .\ \ \�\\\\\\ \\\ . LEACHA TE FORCE MAID[ 11j 111 1 I I I _ ,/- \ \ \ ' \ \ \ \\\\\\\\ . 1 # i 1 1 / _ , \ \ \\ \\ . . PROPOSED CATCH BASIN 1111 111 I I I I I I I I � -- j �. � \\ � I - \ \\\\ \ \ \ \\\\�\\\\\ \ 1 I1 } 1 I I I 6 \ \\ \ \ i \\\\\\ . . STEAM LINE II111111 # I j 1 I - �- 62 . / GP \ \ \ \ \\\\\\ \ / : \\�\\� \\ DRAIN MANHOLE 111 lI1111 I 1 / 1 . \_ ( - - \ \\\\\\ \ \ \ / � \\. . 1! # # # ( C� z w \\ \ \♦ \\\\\\ # SANITARY MANHOLE D PROPOSED DRAIN PIPE 111 111l1I I i y I I f 1 �`C�, O _ \6 - \ \\\\\\ \ \\�\\\�\\\' 1 I 11 1 I I /I 5 tv \ \\\\ \ \ \\\\\ �,. , . .. , . !.1 M I 1 1 ( O PROPOSED VAN ACCESSIBLE SPACE \ \ \\\f \\\\ TEL P # I 11 I I / 1 \ \ \\\\\ \ \ \\\ ' E HONE MANHOLE 11 111 1 I # 1 WITH ACCESSJ$L€ AISLE. \ \ \ \\\\��\. \ - I . y1 1 I I I # :� - \\\\ \ \ \\\ .:, EDGE OF BUSHES/HEDGE !I 1111 I . , \ \\\\\ \ \ \\,\,l- , WATER SHUTOFF #11! 111 # I 1 I -' , '- \' \ \\\\\\\\\\ \ . . 1j I # 1 . I I O PROPOSED \. ` r \\�\\ \ \ \\\\\\ . . . SHRUB I 1 ## t I . O \\ \\\ \ v\\ \\ 0 .BOLLARD C 11 11 I I 11 I I I- : . ADMINISTRATION \\ \ \\\, ;A 1j 111111 I, 1 1 \ \ \ \\\\\\\ \ \\\ \\\\ I 1 1 ! BUILDING ADDITION _� \\\\ . \\\\\1� \ . . 11 I I /1 \ , \ \\ \ \\\ \1 . . EXISTING HYDRANT �--� � PROPOSED EDGE OF CURB 11 111 I I I fF : 5 \ 1 H I 1 I 1 r ' \r\\ I I Il r 1 I f \ \ \\\`\ \\ \��\\ \ .. ## I II I I # I 1 l f 1 / 1. 1 j x;� \ \ \\\\\ \ \\\XN'\\- \1\ . . W. PROPOSED HYDRANT • - . SETBACK I# !11 1 I I . I !! 1 11 ! I Ir *` g \ \�\\\�\N �11�1\fir \\ ,' 1\1\ ll !11 1 # ! 1 ! 1 \ Y - \ \. \\r\\�\\\\\. 1 1 I l t I I I / - \ \ \\\\ _ /. 1\\r\r1 . T_. . 2VO RI VERFRON T SETBACK. . . 1 11 I I I 1 # I I r - I ) I I �. \ \\\\-, �- - . \1R \\\ . 1 11 11 1 I I / ( 1 1 \ Cs - \ \\\ \\\ � 1 1\O\\ 1 1 I I I 1 \ �. , \ I 1\ .-.�. . . .r-. 100 YEAR.FLOOD ELEVATION I I1 1 # I I - I .. J \ \ \\ 1 \ \1 1 ! 1 { .' ..., \ , �\, \� .� \ 11111\1\\ 111II111 # ! I I I f 11 :-- 1 , -, \�\\ '\ \\\1 \\1 . 'g # 111 i I ! I I, f 1 3y \ , .:1 \\%\\- \ X 64.E) PROPOSEb SPOT GRADE I i I + '� r ? 1 ! 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I '\ Pl ' I `° % i ' \ 1 } i CONTAINMENT WALL :. I--,-!..-���--_�.­_1,,4.--_.�_::::,�L---:,,�.I!''L�.��_,..�'...;--�-.'..t."'_.���-.�...m".,".X-".--'1I,I...-...-�I.;'.�.,%-,.,"1�.,,-..,",,'�--.-..--�,'I-Z, BUILDI G C RA SOy[ 2B7t! 11 / ..: Y I / i �� ' { . ii �r � N o1/E GE 377i III f##11 I 1 # I 1 cy .,x . S ' , ..� ._` �'� ' �% i \ 1 ,n. o. ## III I 1 I I 1 ;� f x•�'` ,. 6�� '� �� ��' '�f �� - \ \ PARKING N/A 3Bf SPACES 47 SPACES #I 1! 11 ! # ' \ ,~ , k � _ ��, i i /� �p \ �� 1 1 . #111 1 1 1 I s : 3 ��. �, lA#PER VlQUS AREAS N/A 4.7 f ACRES 4.7E ACRES 1 Ili 1I#I ! I ! I I _` ` r: 1 ; i�� - // ��j i i .55� \ . 11111 ! 1 # 1 I 4 r y ,, /� . 1 -- y ii y� iii o I11III1111 I # II # \\ n f. a : '! ♦ c �/ �� y y� �yy y '� ' C 11 yi iyy r - -nb � -- - .\.-\ y . 11j IN I 1 1 I / ! 11111111I11 l I 1 1 II \ v 3 �` ' \\\\\\\1\\ 1 1�( j I#1111I1# I 1 y 1 1 1 1 r �` _ s �r - \ \\�\\\\\�\111 . Ali lir! 1 i i i r. -� _ \,N\\\ II 1II1 l 1 1 I 1 I I ! I_ \ �\\�`\\\ 111,, .. 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CB#5 64.5 N/A 61.5/12"0/RCP CLASS !V if ' ! t I / = - `- . . . j 111 I ; - ; - \ /_. -_. _ 6a� - '� PROPOSED SITE PLAN - . . DMH 1 60.0 57.0/12 0/HDPE. 57.0/12 0%HDPE I I## r - I- , - � , - - , - ,�, PREPARED FOR . . . . .. 111111 \ I \ y -, , .; " eco/SPR IGF`I�Las LLC III � i " � , _ : 1 ° GENERAL NOTES' 1I111 I I \�- i/i '-'-i i.` !; �fJG.3 • � •. . 111 ! i��.�! ����� - - 188 M STREET EXTENSION PROPOSED SITS' PLAN . OR DRAINAGE LINES THE # 1 1 I I . t. PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, � III. 1 � � ' �� _ �,,. �y�y��� � N � - AGAWAM �- MASSACHt1SETTS CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM S ENGINEERING DIVISION, I 1 I . \ % ! , -` ,, y// 1 =40 -0 a 1 (413) 786-0400 X 275/8. NO PIPING/APPURTENANCES WILL BE INSTALLED OR I!1#I I # -, -�f ; _ i- � -�!f/ A�;.9� . BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. IIII 1 - % "� . _ - � J. - 4 P.O. Box 2J3 ■ 50 Depot Street ■ Dolton Ma: 01226 ■ 413 684-0925' . III _ 1 ( Hl . � t j 2. ALL PLANTINGS MUST BE MAINTAINED AND; THAT PORTION OF THE PUBLIC WAY ABUTTING 11 # i y -- '� -� "- - - .' engineers , 11 y iy 1 1 I#I # B PLANI�IING BOARD I�1105 0 :18 00' .. THE PARCEL AID INCLUDING. THE TREEBELT SHALL BE MAINTAINED IN A SAFE AND / //i �i %' / architects C©1 P,. GEC: BQQIC .N4.: ACAfl GODS: DMWIt� NO: ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. ,111 I ' ./ /// // f - -� c \ ' v . / canners = . _ I I . 1 1 i/ yy �y:n.--� / WS0-15 -L1 {/ A LOCATION .OF TANKS ., 9/20/00. , . . , I 1 / ////i// ii y, ,- L � i 1 DRTi . DRAWN :8Y. CHECKED BY: REV. . . I !/ / - / . . - ! I, I ! I I /�l 1 r I/f / / . F REV. DESCRIPTION DATE CHECKED BY . . 9 6 JIB. DH . . , . . . . . 1. . _ . . . . _ b,. Y - .,... . . , - .._ A._... .Y �_ t._4.. , . .. . , , . .4 dOW / 00f IMF, Ad6.JIIIIIIgown Ltd C. low WM fsvq 3"5 �, � • ! � — _ r � / � � .r ..� �«. ... ■ ���>����� �■��Tate. t -# ! 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L% . lame �M , md"m ri" 00 A .L. _ �• � 4fi�w� air aa�trtaru 4O. o`er i�"111•�G ' , . e If. • ., / A PLANNING BOARD REVS 10/18/00 REV. DESCRIPTION DATE CHECKED BY• r � / - _ . its PREPARED FOR ; . . eco. SPRINGFIELD, LLC GENERAL NOTES: - 188 M STREET EXTENSION AGAWAM MIASSACHUSMS.1. PRIOR 0 ANY INSTALLATION OF ANY SEWER, WATER, OR DRAINAGE LINES THE - � CONTRACTOR OWNER SHALT CONTACT THE TOWN OF AGAWAM'S ENGINEERING DIVISION, � P.O. Box 293 ■ 50 Depot Street Dalton; Ma. 0122B � 413 884�-0925 � (413) 786-0400 X 275 8. NO PIPING/APPURTENANCES WILL BE INSTALLED OR H II I ( 3 BACKFILLED. WITHOUT THE PERMISSION OF THE DIVISION. engineers architects COMP. CODE: BOOK NO,: ACAD CODE: DRAWING NO, o h 2. ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY ABUTTING rchit c THE PARCEL AND INCLUDING THE TREEBELT SHALL BE MAINTAINED IN. A SAFE AND i ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. S IA' ©ATE. DRAWN BY; CHECKED BY: REV. V1150--15''S-L2 - . .. _ _... 9 DH F _ y e -1k lit e -jAr r . - - tot f p 1 + At4—Wh v ,I wa. eQD io fatk - lot ... UK 1r1%mom B ` GENERAL REVISfONS 10/12/00 - - LANDSCAPE ELEVATION -- -- . _ PREPARED FOR _ _,:_ __ ._� __ L _ eco/SPRINGFIELD, LLG 188 M STREET EXTENSION 7 :_ 5 WT M>T 1m S b�t�tl IY � ITS AGAWAM MASSACHUSETTS Hill P.O. Box 293 ■ 50 Depot Street ■ Dalton, Mo. 01226 • (413)584--0925 engineers architects COMP. CODE: BOOK NO.: ACAD COCE: DRAWING NO. planners - _.. . DATE: DRAWN BY: CHECKED BY: REV, WSJ- 153L3 e 4 '9 , ,r k, 1 f # c 1 , r , r _ 1 i "f 1 't • •• • 1• • 1 •. ' • l J . •• ' • • • • - r • . • ; .-J. ` ! , f . i' 4 f.;_ . k I k F r.� `• .►' •c `' t y . • • •- r • S • • • �.• • r . -�-•'- 4..�... ..L. f-i-..L......�...a-�... �.•},.. 'L....►...I ., i I � 1 .•i. Z ,• r r 1 ` ;_l4.. '�, ••' -,. • a �. •~ 1 _f. 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