Massachusetts State Seal, Charles D. Baker, Governor Karyn E. Polito, Lieutenant Governor Stephanie Pollack, Secretary & CEO, Jonathan L. Gulliver, Acting Highway Administrator, MassDOT Highway Division Logo
August 28, 2020 604952-109691
ADDENDUM NO. 10
To Prospective Bidders and Others on:
LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River
THIS PROPOSAL TO BE OPENED AND READ: TUESDAY, SEPTEMBER 1, 2020 AT 2:00 P.M. Transmitting revisions to the Contract Documents as follows:
RESPONSES TO BIDDERS’ QUESTIONS: 9 pages.
DOCUMENT 00010: Revised page 3.
DOCUMENT 00880: Revised pages 2 through 6.
DOCUMENT A00801: Revised page 77.
DOCUMENT A00802: Revised pages 6, 7, and 8.
DOCUMENT A00852: Inserted new document (104 pages).
DOCUMENT A00853: Inserted new document (54 pages).
DOCUMENT B00420: Deleted document in its entirety and inserted new document (28 pages).
Take note of the above, substitute the revised pages for the originals, delete document indicated, insert new documents in proper order, and acknowledge Addendum No. 10 in your Expedite Proposal file before submitting your bid.
Very truly yours,
Eric M. Cardone, P.E. Construction Contracts Engineer
SP c: Paul C. King, Project Manager
Ten Park Plaza, Suite 4160, Boston, MA 02116 Tel: 857-368-4636, TTY: 857-368-0655 www.mass.gov/massdot
THIS PAGE INTENTIONALLY LEFT BLANK LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
Walsh Construction Group., e-mail dated July 10, 2020
Question 58) Bid Items 181.11, 181.12, 181.13, 181.14, and 183.1. Please provide the basis of the quantities for the Disposal and Treatment Items. In advance of the bid date please provide all previous test reports related to potentially contaminated soils and groundwater as they relate to Bid Items 181.11, 181.12, 181.13, 181.14, and 183.1.
Response 58) All quantities are available to bidders in document B00420. Refer to the quantity for item 181.11, 181.12, 181.13, 181.14. These quantities are estimated based on forecasted levels of contamination in the excess materials generated under the bid items and are not guaranteed. See new Documents A00852 and A00853.
Question 59) Bid Item 182.1 and 182.2. Please provide all previous Asbestos test reports.
Response 59) This will be answered in a future addendum.
CIANBRO, e-mail dated July 14, 2020
Question 112) Special Provision Section 895.01 – Moveable Bridge Start-Up Services, Testing Stage 4: Operation Support Period states, “The Contractor shall provide a full- time, on-site, technical support person to assist MassDOT with any and all problems that may arise in the 12-month period following completion and acceptance by MassDOT of Testing Stage 3. A qualified technical support person furnished by the Contractor shall be on call 24 hours per day, seven days per week during this support period, and be able to respond to MassDOT requests for support within two hours.” Please specify the hours per week the technical support person is required to be on site and the additional hours per week the technical support person is required to be on call and available within 2 hours.
Response 112) This will be answered in a future addendum.
PAGE 1 OF 9 LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
Walsh Construction Group., e-mail dated July 17, 2020
Question 121) When contaminated surplus soils are encountered from Bid Items 120.996, 123.00, 148.00, and 945.105 is the contractor paid to dispose of these surplus soils in Bid Items 181.11, 181.12, 181.13, and 181.14?
Response 121) Yes, contaminated surplus material will be disposed as specified under items 181.11, 181.12, 181.13, 181.14.
Question 122) Demolished site electrical items such as pull boxes, electrical manholes, utility poles, and light poles are paid by which Bid Item?
Response 122) Revised Response from Addendum No. 9, August 25, 2020
Utility poles will be handled through the force account. Electric pull boxes and electric manholes will be incidental to the item 120.1 unclassified excavations. Demolition of light poles on the bridge will be paid for under the bridge demolition item.
Question 124) Bid Item 440.00. Will calcium chloride be allowed as a dust control agent in such proximity to the Saugus River? Please consider adding a Water for Roadway Dust Control bid item.
Response 124) This will be answered in a future addendum.
CIANBRO, e-mail dated July 30, 2020
Question 181) Are disposal of the dredging sediments and shaft spoils to be managed under the soil disposal quantities listed in items 180.11 to 180.14?
Response 181) No, only contaminated soil will be disposed as specified under items 181.11, 181.12, 181.13, 181.14. See standard specifications section 148.
Question 182) For Item 148 “Dredging and Disposing of Material”, are the 2,200 CY part of the soil disposal quantities listed in items 180.11 to 180.14
Response 182) It assumed that reference was intended to be made to items 181.11 through 181.14. See revised quantities for Items 148. and 181.11 to 181.14. The quantities listed in items 181.11 through 181.14 are conservative estimates and are not guaranteed.
PAGE 2 OF 9 LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
SPS New England, Inc., e-mail dated August 14, 2020
Question 209) The permits and drawing 35 refer to a mudline elevation at the dredge cut of - 15.54. Since the is no special provision for dredging please confirm that this elevation is the target elevation to which a 1’ over-dredge per the standard specifications will be applied for payment.
Response 209) No, the target elevation of -15.54 will be final elevation. Quantity has been revised for 1’ over-dredge per the standard specification and the 1’ over- dredge has been used to calculate the pay limits for material actually dredged and disposed.
Question 227) A major DIP manufacturer has informed us that they “could not do FBE on this pipe as it would have multiple holidays on both the ID and OD of the pipe. The only way that we would consider using FBE is if the pipe were 5’ max in length, as the holidays could be physically reached and repaired.” Is this what was intended or understood when FBE was specified?
Response 227) This will be answered in a future addendum.
Question 228) Regarding the previous question, the pipe manufacturer would prefer “using Ceramapure lining and Ceramawrap coating in lieu of the fusion bond epoxy. Ceramapure and Ceramawrap were designed specifically for use on unique ductile iron surfaces. Also, using this option, we could do full lengths of pipe.” Please advise if this alternate is acceptable in lieu of FBE.
Response 228) This will be answered in a future addendum.
Question 229) The documents do not appear to contain a Hazardous Building Materials Survey for the for the 134 Ballard St location (i.e. asbestos, regulated materials, PCB’s). Please provide a copy of that report.
Response 229) This will be answered in a future addendum.
PAGE 3 OF 9 LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
CIANBRO, e-mail dated August 17, 2020
Question 240) Sheet S-1 of 117 shows the limits of dredging around the location of the proposed Rest Pier. When quantifying the material with in this footprint we cannot come up with the 2,200 CY as listed for item 148. Dredging & Disposal of Material. Are there other areas that will be dredged that are included in the 2,200 CY?
Response 240) See revised dredging quantity for Item 148.
Question 248) Sheet G-20 (sheet 102), Suggested Shop Erection Procedure Notes 2a and 2b state the upper and lower link arm pin plates and shaft should be installed on the bascule girder and counterweight girder, respectively, and shipped as a unit. Special Provision section 997.002, under the section discussion the suggested link arm bearing erection procedure states, “Link arm shafts shall be field installed along with the link arms. . .” Please clarify whether the Link Arm Pin Plates and Shafts shall be shop assembled and delivered to the field as a unit or if the Link Arm Pin Plates and Shafts are to be installed in the field with the link arms.
Response 248) This will be answered in a future addendum.
White Judlau JV LLC, e-mail dated August 18, 2020
Question 250) Please provide a hazardous materials report for inside the building at 134 Ballard Street.
Response 250) This will be answered in a future addendum.
SPS New England, Inc., e-mail dated August 19, 2020
Question 261) What is the anticipated settlements on the approach fills?
Response 261) The estimated settlement in the first 6 to 15 months is estimated to be about 1.5 inches. Over the course of the construction duration, it is estimated to be about 2 inches. This is assumes fill material being placed on the approaches to finished grade early in the project and re-grading for the finished roadway towards the end of the project.
PAGE 4 OF 9 LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
CIANBRO, e-mail dated August 19, 2020
Question 265) The response to Question #52, Addendum #6 states “During design, STV confirmed that through special order most products can be manufactured using domestic steel to meet the Buy America Clause”. Our suppliers are telling us that the specified manufacturers for bearings B1, B2, B3, B4, reducers R4 and R5 along with couplings C1- C11 do not produce the specified components domestically and they do not meet the Buy America Clause. Please provide information that STV received during design so the bidders can provide the specified products with domestic materials.
Response 265) During design STV contacted the listed manufactures for bearings B1, B2, B3 and B4 along with couplings C1 through C11. These components are available as standard or by special order in part or in whole from domestic steel.
Question 267) Referencing the Highway Lighting Drawings sheets 73-77. The note indicates to “REMOVE AND RESET (R&R) EXISTING POLE AND ANY ASSOCIATED OVERHEAD WIRING TO NEW POLE LOCATION. ANY EXISTING LUMINAIRE WILL BE REPLACED WITH NEW LED, UNLESS OTHERWISE NOTED. IF EXISTING COBRAHEAD IS AN LED IN GOOD CONDITION IT SHALL BE R&R TO NEW POLE”. The Utility Drawing sheet 58 indicates the R&R of these existing poles and associated overhead wiring to be by others (BO). Please confirm that all the R&R of existing poles and associated overhead wiring, including construction cost is by others, not the electrical contractor.
Response 267) • All utility poles and OHW for street lighting is to be performed by NGrid Electric. • All Cobra heads (highway lighting luminaire and Support arm) R&R will be done by the Contractor under a contract Item. • This OHW work will be done under a WO# requested by the Contractor for the owner (Saugus or Lynn)- the Contractor shall pay all fees for the work done by NGrid. This work must be coordinated well in advance of the Pole and OHW relocations (approx. 90 days). This may be as simple as a Disconnect/reconnect clipping and replacing of the two black and White wire pigtails. Existing OHW will be R&R under the Force Account. New OHW to new cobra heads will be part of the Work order #.
PAGE 5 OF 9 LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
Walsh Construction Group., e-mail dated August 19, 2020
Question 277) During the project duration and operation of the temporary Acrow bridge, please confirm MassDOT is responsible for all utility/electrical usage charges of the bridge.
Response 277) This will be answered in a future addendum.
Pine Ridge Technologies, Inc. , e-mail dated August 19, 2020
Question 278) Please confirm any electric utility fees will be paid for as a pass thru cost/allowance item. These utility fees are currently unquantifiable and cannot be ascertained until the selected electrical contractor initiates a work request with the utility, and the utility’s engineer performs their design and issues the respective costs.
Response 278) New service fees and fees required for the NGrid disconnect/reconnect for the cobra heads, fees for new service connections for traffic signals, and the new bridge and disconnect of the Temp bridge, all work for the relocation of the power to the Temp Bridge will all be paid by the contractor and incidental to contract bid items. Only relocation of existing utility poles and overhead wires will be included in Force Account Work - Utility companies have a contract directly with massDOT and this is not a pass through cost/contract allowance.
CIANBRO, e-mail dated August 20, 2020
Question 288) Are fabricated expansion joints shown on drawings S-52 and S-53 at heel and toe of bascule span required to be fabricated and galvanized as full length components or can they be furnished and installed in shorter segments? If in shorter segments, do joints need to be welded and, if so, what would the welding requirement be?
Response 288) Any field splices required shall be included in the shop drawings. Splices shall be CJP welds detailed in accordance with AWS D1.1. Field splice locations to be coated in accordance with the procedures for damaged galvanized surfaces.
PAGE 6 OF 9 LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
Question 289) Are counterweight balance plates shown on drawing S-61 required to be pre- blasted prior to cutting to size? Are they required to be blasted at all?
Response 289) See Response 288.
SPS New England, Inc., e-mail dated August 26, 2020
Question 290) On a recent MDOT project 604660 with similar piles a welded mechanical pile splicer was allowed pending welding details & procedures approval per the drawings, please confirm that welded mechanical splicers for H-piles are allowable pending approval for splicing H-piles for this project.
Response 290) The welded mechanical splicers can be submitted for review for approval during the shop drawing/procedures/review process.
Question 291) Regarding A-9 question 201 refers to B00420-1 which is not attached. Please clarify.
Response 291) See latest revised page B00420-1.
SPS New England, Inc., e-mail dated August 26, 2020
Question 292) Please refer to the response to question 107 in A-6 and specification 991.999, the spec appears to indicate that only structures at the address of 1147 R Western Ave require a survey. The answer to question 107 is confusing in that it appears to state that all structures with 100’ of the project require a survey, not just those at the listed address. Please clarify if all structures with 100’ of the entire project require survey or only those at 1147 R Western Ave require survey.
Response 292) This will be answered in a future addendum.
Question 293) With regard to the previous question, is the survey required to cover outside only or inside/outside conditions of the building?
Response 293) This will be answered in a future addendum.
PAGE 7 OF 9 LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
Question 294) With regard to the previous questions, if a building is partially within the 100’ limit is the entire building to be surveyed or only that portion with 100’?
Response 294) This will be answered in a future addendum.
CIANBRO, e-mail dated August 27, 2020
Question 295) Is there any coating or galvanizing required for the balance plates (reference drawing S-61)?
Response 295) Plates for balance do not require coating if embedded.
Question 296) What material grade is required for balance plates (reference drawing S-61)?
Response 296) A36 or better is acceptable for balance plates.
Walsh Construction Group., e-mail dated August 27, 2020
Question 297) Based on MassDOT’s responses to questions 38, 50, 101, 118, 139, regarding channel closings approved by the USCG, we have had several conversations with the Coast Guard regarding this issue. The USCG has consistently stated that MassDOT is responsible for channel closure requests, not the contractor. The USGC will not recognize a prebid question from the contractor for closure of the channel to accomplish the project as required. The contract requires a CIP poured concrete bascule grid deck, counterweight box, sidewalks and safety measures that must be installed and cured in the closed position, thus un-constructible per contract documents. Please advise.
Response 297) This will be answered in a future addendum.
Question 298) Per Addendum 8 Response 124.3, Bid Item 251.02 – 2 inch Polyvinyl Chloride Sanitary Sewer Force Main Pipe, page A00801-118.1. In the third paragraph of the General section of Bid Item 251.02 a reference is made to the Housatonic Water Company. Please provide all relevant project information of the Housatonic Water Company’s involvement with this project.
Response 298) This will be answered in a future addendum.
PAGE 8 OF 9 LYNN-SAUGUS Federal Aid Project No. NHP(BR-ON)-003S(263) Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River (604952-109691) Responses to Bidders’ Questions Addendum No. 10, August 28, 2020
Question 299) Per Addendum 8 Response 124.3, Bid Item 251.02 – 2 inch Polyvinyl Chloride Sanitary Sewer Force Main Pipe, page A00801-118.1. In the Materials section the pvc pipe rated to Class 150 AWWA C-900 is not made in the 2 inch size specified. The smallest size of this style of pipe is 4 inches. Is 4 inch pvc pipe that meets Class 150 AWWA C-900 acceptable? For reference on sheet 39 of 369 at the SMH connection at station 27+15 it appears the existing upstream and downstream sanitary lines are 4 inch pipe.
Response 299) This will be answered in a future addendum.
Question 300) The DBE goal is set at 12%. Based on the engineer’s estimate of $84M and MassDOT’s requirement for the general contractor to self-perform at least 50% of the contract value, there is a remaining $42M to achieve the $10,080,000 (12%) goal. Due to the specialized nature of the project, there are no certified DBE Subcontractors or Suppliers to perform a large portion of the remaining high value scopes – bridge operation, bascule bridge machinery fabrication and installation,and bridge demolition,etc. - further reducing the available contract value remaining to achieve this DBE goal. Considering the specialized nature ofthe project and the limited scopes available for DBE participation, we request that the DBE requirement be substantially reduced.
Response 300) DBE participation goal will remain as stipulated in the Contract Documents. Refer to Document 00719. The assessment of the goal is based on good faith effort and described in the Document 00719. The Contractor who cannot reach the goal, what is required is a good faith effort and document of such to reach the goal.
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Addendum No. 10, August 28, 2020 Addendum No. 8, August 21, 2020 ⑩ Addendum No.2, June 25, 2020 TABLE OF CONTENTS (Continued) ⑧ ②
DOCUMENT A00840 MASSACHUSETTS DEPT OF ENVIRONMENTAL PROTECTION WATER QUALITY CERTIFICATION APLICATION ...... A00840-1 through 472 DOCUMENT A00841 MASSACHUSETTS DEPT OF ENVIRONMENTAL PROTECTION WATER QUALITY CERTIFICATION ...... A00841-1 through 20 DOCUMENT A00850 TRAFFIC BORING LOGS ...... A00850-1 through 10 ② DOCUMENT A00851 BRIDGE INSPECTION REPORTS ...... A00851-1 through 82 ⑧ DOCUMENT A00852 DOWNGRADIENT PROPERTY STATUS SUBMITTAL ⑩ BELDEN BLY BRIDGE RTE 107 ...... A00852-1 through 104 DOCUMENT A00853 LIMITED ENVIRONMENTAL SITE ASSESSMENT ⑩ BELDEN BLY BRIDGE RECONSTRUCTION OCTOBER 2013 ...... A00853-1 through 54 DOCUMENT A00880 CONTRACTOR COVID-19 GUIDELINES COMPLIANCE CHECKLIST ...... A00880-1 through 4 DOCUMENT B00420 PROPOSAL...... B00420-1 through 28 DOCUMENT B00853 SCHEDULE OF PARTICIPATION BY DISADVANTAGED BUSINESS ENTERPRISES (DBEs) ...... B00853-1 through 2 DOCUMENT B00854 DISADVANTAGED BUSINESS ENTERPRISES (DBE) PARTICIPATION LETTER OF INTENT ...... B00854-1 through 2 DOCUMENT B00855 DBE JOINT CHECK ARRANGEMENT APPROVAL FORM ...... B00855-1 through 2 DOCUMENT B00856 JOINT VENTURE AFFIDAVIT ...... B00856-1 through 4
*** END TABLE OF CONTENTS ***
00010 - 3 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691
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00010 - 4 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691
DOCUMENT 00880
MINIMUM WAGES FOR FEDERAL AND FEDERALLY ASSISTED CONTRACTS Revised February 20, 2019
DEPARTMENT OF LABOR
Employment Standards Administration
MINIMUM WAGES FOR FEDERAL AND FEDERALLY ASSISTED CONSTRUCTION
00880 - 1 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Addendum No. 8, August 21, 2020 General Decision Number: MA20200018 08/28/2020
Superseded General Decision Number: MA20190018
State: Massachusetts
Construction Type: Highway
County: Essex County in Massachusetts.
HIGHWAY CONSTRUCTION PROJECTS
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/03/2020 1 02/14/2020 2 08/07/2020 3 08/28/2020
CARP0339-004 09/01/2019
Rates Fringes
CARPENTER (Includes Form Work)...$ 41.90 29.00 ------ELEC0103-007 03/01/2020
Rates Fringes
ELECTRICIAN...... $ 53.50 38.00 ------ENGI0004-025 06/01/2020
Rates Fringes
00880 - 2 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Addendum No. 8, August 21, 2020 POWER EQUIPMENT OPERATOR Group 1...... $ 48.73 29.25+A GROUP 1...... $ 49.33 29.75+a Group 2...... $ 48.23 29.25+A GROUP 2...... $ 48.81 29.75+a
FOOTNOTE FOR POWER EQUIPMENT OPERATORS: A. PAID HOLIDAYS: New Year's Day, Washington's Birthday, Labor Day, Memorial Day, Independence Day, Patriot's Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day
POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1: Backhoe/Excavator/Trackhoe; Bobcat/Skid Steer/Skid Loader; Broom/Sweeper; Gradall; Loader; Paver (Asphalt, Aggregate, and Concrete); Post Driver (Guardrail/Fences) Group 2: Bulldozer; Grader/Blade; Milling Machine; Roller
------* IRON0007-026 03/16/2020
Rates Fringes
IRONWORKER (ORNAMENTAL AND STRUCTURAL)...... $ 48.02 33.43 ------LABO0022-016 06/01/2018
Rates Fringes
LABORER Asphalt, Includes Raker, Shoveler, Spreader, and Distributor...... $ 33.50 22.92 Common or General...... $ 33.25 22.92 Landscape...... $ 33.25 22.92 ------LABO0039-001 06/01/2018
Rates Fringes
LABORER (Guardrail Installation)...... $ 33.50 22.92 ------PAIN0035-023 07/01/2019
Rates Fringes
PAINTER (Steel)...... $ 50.66 30.90 ------SUMA2014-008 01/11/2017
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 56.70 21.08
IRONWORKER, REINFORCING...... $ 49.94 22.45
LABORER: Concrete Saw (Hand Held/Walk Behind)...... $ 41.78 18.37
00880 - 3 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Addendum No. 8, August 21, 2020 OPERATOR: Crane...... $ 52.14 21.08
OPERATOR: Forklift...... $ 64.67 0.00
OPERATOR: Mechanic...... $ 48.14 17.02
OPERATOR: Piledriver...... $ 44.46 16.94
PAINTER: Spray (Linestriping)....$ 41.14 15.50
PILEDRIVERMAN...... $ 45.65 23.33
TRAFFIC CONTROL: Flagger...... $ 23.00 20.44
TRAFFIC CONTROL: Laborer-Cones/ Barricades/Barrels - Setter/Mover/Sweeper...... $ 44.49 12.41
TRUCK DRIVER: Concrete Truck....$ 33.69 15.79
TRUCK DRIVER: Dump Truck...... $ 38.92 9.73
TRUCK DRIVER: Flatbed Truck.....$ 48.53 0.00 ------
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
======
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).
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The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical 00880 - 4 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Addendum No. 8, August 21, 2020 order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
00880 - 5 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Addendum No. 8, August 21, 2020 ------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
======
END OF GENERAL DECISION 00880 - 6 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 ⑩ Addendum No. 10, August 28, 2020 ITEM 120.996 (Continued)
d. Written description and layout plans of the submarine utility installation program including locations of excavations for access pits if required, excavation support if required, dewatering, protection of existing utilities, proposed pipe depth, and temporary traffic control. e. Sequence of construction narrative f. Plans for handling and disposing of unsuitable backfill material including disposal site. g. Traffic Management Plan h. Contingency Plans for the following Conditions: 1. Unforeseen obstructions 2. Surface heaving or soil settlement 3. Damage to new pipe 4. Damage to other utilities
i. The Contractor shall present a planning strategy for the following items at a Pre- Construction meeting with the Engineer: a. Walkover Inspection b. Locations for Equipment Set-up c. Connection and Activation of Pipeline d. Cleanup and Surface Restoration e. Resistance of flotation of pipe in tidal waters due to uplift pressures
j. Submittals as required by the Items, 303.21, 309.01, and 880.01 of the special provisions of this contract. k. Turbidity Monitoring Plan a. Plan shall be in accordance with the Massachusetts Surface Water Quality Standards b. A notification letter procedure outlining the reporting process to the MassDEP for incidents, relating to the dredging activities, impacting surrounding resource areas and habitats such as, but not limited to, observed dead or distressed fish, or other aquatic organisms, observed oily sheen on surface water, sediment spill, turbidity plume beyond the deployed BMPs, and bargaining on equipment accident/spills.
MATERIALS
⑩ Backfill for Submarine Utilities shall comply with Item 120.999 and meet criteria for Crushed Stone M2.01.4.
As-built survey shall comply with MassDOT and USCG requirements.
CONSTRUCTION METHODS
Environmental Protection
The Contractor shall provide erosion and sediment control protection in the form of compost filter tubes adjacent to the work areas, as required to address regulatory agency concerns, and any and all requirements found in the permit conditions for the project.
A00801 - 77 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691
ITEM 120.996 (Continued)
Turbidity Monitoring
A. Turbidity monitoring shall commence a minimum of 5 days prior to the start of in-water, silt-producing work to establish a background turbidity range for the work area(s). Thereafter, the upstream monitoring location will be applied as background for the work area(s) and shall be relocated during the tide cycle as applicable. B. During construction, monitoring will be conducted at least once daily at an upstream monitoring station. Monitoring will be conducted on an hourly basis at a downstream location. Monitoring station locations will be approximately 500 feet from the work area(s). C. If downstream turbidity measurements exceed upstream station turbidity measurements by a corrective action level of 25 nephelometric turbidity units (NTUs), revisions to the work setup will be made, including but not limited to inspecting and repairing turbidity barrier, inspecting and modifying dredging equipment, dredged material transfer and loading operations, and modifying the dredging operations (eg. slowing dredging). In the event of modified operations, monitoring will be repeated to document NTU levels have fallen below 25 NTU, and if so, normal operations can resume. MassDEP shall be notified in the event of any exceedances of the 25 NTU level. D. If downstream turbidity measurements exceed upstream station turbidity measurements by a stop work level of 50 NTUs, work shall cease until any impacts are assessed and appropriate measures are identified by the Engineer, and the continuation of work is approved by MassDEP or the Third party Monitor or that another monitoring event documents that NTU levels have dropped below 25 NTUs, to ensure compliance with this condition. E. Following the completion of in water, silt producing work, the turbidity barrier will remain in place until water quality within the turbidity barrier meets the limits described above and the turbidity barrier removal is approved by the Engineer. F. The following operational controls will be implemented to minimize the potential for adverse impacts to water quality: a. Any sheens and/or floating or emulsified oil/tar visible beyond the contained area(s) shall be immediately removed by a crew working from a boat with spill response equipment, all dedicated to this purpose. b. If dead or distressed fish or other aquatic organisms are observed, offending work will stop immediately and corrective action(s) will be implemented. c. If dissolved oxygen (DO) levels in surface water are less than 5.0 milligrams per liter (mg/L), and DO levels at upstream station locations are more than 5.0 mg/L, the Contractor and Engineer will identify the cause of the decrease in DO level and implement corrective action(s). Work shall cease until any impacts are assessed and appropriate measures are identified by the Engineer, and the continuation of work is approved by MassDEP or the Third party Monitor or that another monitoring event documents that DO levels have returned to 5.0 mg/L. d. If barging or equipment accidents/spills occur, work will stop immediately and the dedicated cleanup crew/boat/equipment will be deployed and will address the situation immediately.
A00801 - 78 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691
ITEM 101. CLEARING AND GRUBBING
As needed to complete the work
Northwest quadrant of bridge next to 134 Ballard Street (STA 19+00 L) Between the new and old bridge (STA 21+20 R) Between the new and old bridge (STA 24+70 R) Northeast quadrant of bridge (STA 25+20 L) Island on the Suagus side of bridge (From STA 17 - STA 19) 6 Shrubs at 10+27.60 70.05 RT 10+84.97 70.37' RT 10+92.72 67.09' RT 11+00.54 64.03' RT 11+08.62 61.43' RT 11+16.54 58.52' RT And as directed by engineer
ITEM 102.51 INDIVIDUAL TREE PROTECTION
11+30.12 65.44' RT
ITEM 103. TREE REMOVED - DIAMETER UNDER 24 INCHES
STA 12+30 57.00 RT STA 12+36 56.00 RT
ITEM 107.48 PREFORMED JOINT FILLER
At abutment, wingwall, and wingwall sidewalk joints
ITEM 112.1 DEMOLITION OF BUILDING NO. 01
Building No. 134 Ballard Street Bus shelter
ITEM 120.1 UNCLASSIFIED EXCAVATION
At full depth pavement, at sidewalks, at wheelchair ramps, at driveways, at parking areas, at parking area restoration, for median removal along 107, and as required by the Engineer
A00802 - 5 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 ⑩ Addendum No. 10, August 28, 2020
ITEM 120.996 EXCAVATION FOR UTILITY BELOW MHW
⑩ MWRA submarine water line and submarine utility cables
ITEM 120.998 PRECAST CONCRETE BALLAST WEIGHT 3 FT X 3 FT-15 FT OC AT 16 IN HDPE ITEM 120.999 UNDERWATER UTILITY BACKFILL
⑩ MWRA submarine water line and submarine utility cables
ITEM 140. BRIDGE EXCAVATION
North barrier moment slab south barrier moment slab east barrier moment slab west end post south end post temporary bridge foundations retaining walls As required by the Engineer
ITEM 141. CLASS A TRENCH EXCAVATION
For toe of riprap below existing river bed Northwest quadrant of bridge Northeast quadrant Southwest quadrant Southeast quadrant
ITEM 142. CLASS B TRENCH EXCAVATION
Under proposed catch basins and manholes as directed for bedding, and for bedding of drainage, waterlines, and as directed for over depth excavation for water mains
⑩
A00802 - 6 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 ⑩ Addendum No. 10, August 28, 2020
ITEM 146. DRAINAGE STRUCTURE REMOVED
Route 107 1 CB 13+26.68 44.19' RT 2 MH 13+26.82 52.78' RT 3 CB 15+40.29 46.13' RT 4 MH 15+74.69 50.90' RT 5 CB 16+18.50 33.10' LT 6 CB 17+11.80 30.75' LT 7 CB 18+73.77 31.20' RT 8 CB 18+76.18 25.92' LT 9 MH 18+75.65 33.31 LT 10 CB 25+45.56 4.60' LT 11 CB 25+45.60 1.33' RT 12 MH 25+62.21 35.96' LT 13 CB 26+43.45 24.18' LT 14 CB 27+37.65 23.60' LT 15 CB 27+37.90 22.98' RT 16 TELECOMM MH 21+88.71 4.98' RT 17 TELECOMM MH 24+10.60 4.63' RT 18 TELECOMM MH 24+43.34 5.66 RT
ITEM 148. DREDGING AND DISPOSING OF MATERIAL ITEM 148.4 DREDGING, MOBILIZATION AND DEMOBILIZATION
⑩ Navigation channel dredging to achieve required elevation between proposed fender system.
ITEM 150.1 SPECIAL BORROW
Net fill in Saugus for roadways Net fill in Lynn for roadways
ITEM 151. GRAVEL BORROW
Abutments and wingwalls At full depth pavement At cement concrete sidealk At wheelchair ramps At driveways At parking areas At parking area restoration Backfilling drainage, water, conduit, etc, where existing material removed is unsuitable for reuse.
A00802 - 7 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 ⑩ Addendum No. 10, August 28, 2020
ITEM 153. CONTROLLED DENSITY FILL - EXCAVATABLE
For use at drainage and water work in locations where compaction by ordinary methods are not possible and as requried by the Engineer.
ITEM 156. CRUSHED STONE
For proposed driveway apron at 134 Ballard St. Green International Inc: For retaining walls. Under proposed catch basins and manholes Where directed by engineer
ITEM 170. FINE GRADING AND COMPACTING - SUBGRADE AREA
For grading and compacting subgrade throughout project. At full depth pavement At cement concrete sidewalk At wheelchair ramps At parking areas At parking area restoration
ITEM 182.1 INSPECTION AND TESTING FOR ASBESTOS ITEM 182.2 REMOVAL OF ASBESTOS
⑩ Pipe removal near Ballard Street STA 50+75 and as requried by the Engineer.
ITEM 201. CATCH BASIN
# STREET STRUCTURE STATION OFFSET 1 107 12A 13+26.80 48.36' RT 2 107 12B 13+99.78 48.10' RT 3 107 13A 14+87.00 47.19' RT 4 107 14A 15+88.50 40.62' LT 5 107 21A 17+41.55 41.30' LT 6 107 21C 17+79.66 39.10' LT 7 107 15A 18+03.77 37.15' RT 8 107 22A 18+81.04 32.54' LT 9 107 16A 19+35.71 30.19' RT 10 107 24A 21+40.25 26.16' LT 11 107 24B 21+40.23 26.41' RT
A00802 - 8 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 DOCUMENT A00852
Downgradient Property Status Submittal Belden Bly Bridge Rte 107
A00852 - 1 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 2 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SCANNED
Downgradient Property Status Submittal Belden Bly Bridge Route 107-Salem Turnpike Ci- 07 Saugus, Mass chusetts RTN-3-007 4889
August 2000
Prepared For: Massachusetts Highway Department Ten Park Plaza, Room 4260 Boston, Massachusetts 02116
Prepared by: Innovative Engineering Solutions, Inc. 17 Avery Square, Suite G Needham, MA 02494 (781) 455-8456
A00852 - 3 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
LIST OF FIGURES
FIGURE 1 LOCATION MAP FIGURE 2 SITE MAP FIGURE 3 BORING LOCATION MAP
LIST OF TABLES
TABLE 1 DETECTABLE COMPOUNDS IN BB-3
LIST OF APPENDICES
APPENDIX A COPY OF TRANSMITTAL FORM APPENDIX B COPIES OF NOTIFICATION LETTERS APPENDIX C BORING LOGS APPENDIX D ANALYTICAL DATA APPENDIX E COPIES OF RELEASE FILES
A00852 - 4 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Downgradient Property Status Submittal Belden Bly Bridge Route 107-Salem Turnpike Saugus, Massachusetts
RTN-3-00114889
Pursuant to the Massachusetts Contingency Plan (MCP) 310 CMR 40.0000, this Downgradient Property Status (DPS) Submittal has been prepared by Innovative Engineering Solutions, Inc. (IESI) on behalf of the Massachusetts Highway Department (MHD). This DPS Submittal has been structured to address the specific information requirements set forth in 310 CMR 40.0183 (4)(a) through (f). In addition, pursuant to the requirements of 310 CMR 40.0183(3)(a), this DPS Submittal is accompanied by the original Response Action Outcome (RAO) Statement & Downgradient Property Status Transmittal Form (BWSC- 104). A copy of the transmittal form is included in Appendix A. The certification required by 310 CMR 40.0009 and 310 CMR 40.0183(3)(c) is included on the transmittal from. The fee required by 310 CMR 4.03 and 310 CMR 40.0183(3)(d) is not required for this submittal because this DPS Submittal is for a property that is owned by the Commonwealth of Massachusetts. The public notices required by 310 CMR 40.0183(6) and 310 CMR 40.0183(3)(g) are provided in Appendix B.
310 CMR 40.0183 (4)(a) an evaluation of the boundaries of the property which is the subject of the Opinion -RTN-3-00114889;
The property that is the subject of this Opinion is identified by the Town of Saugus as the Belden Bly Bridge (the "Bridge"), which is a drawbridge that spans the Saugus River and connects the towns of Lynn and Saugus. The Bridge is part of Route 107, which is also known as the Salem Turnpike. On March 5, 1997, MHD submitted a Release Notification Form (RNF) to the Massachusetts Department of Environmental Protection (DEP) regarding an apparent 120-day release condition that was discovered beneath Route 107 in Saugus. A site location map is provided as Figure 1. Figure 2 provides a layout of the Belden Bly Bridge and the surrounding properties.
MHD conducted a geotechnical boring program as a part of a Bridge repair/replacement project in 1997. The geotechnical boring program, which was conducted by Fay Spofford & Thorndike (FS&T), included drilling 13 boring in the vicinity of the Bridge. One boring was locatedbehind each Bridge abutment; the remaining borings were located to the sides of the Bridge. A location map of the borings that were installed by FST is provided as Figure 3. FST performed headspace analysis on split spoon samples, following DEP guidelines, along with visual observations for staining and discoloration of soil samples that were collected from the 13 soil boring locations. The boring logs, as completed by Guild Drilling Inc. can be found in Appendix C. The only boring that was noted to potentially contain oil and/or hazardous materials (OHM) during the field screening is identified as BB-3. Soil samples were collected from Boring BB-3 at depth intervals of 2 to 4 feet (identified as sample BB-3-2), 4 to 6 feet (identified as sample BB-3-3), and 6 to 8 feet (identified as sample BB-3-4). The soil samples were analyzed for volatile organic compounds (VOCs) by EPA Method 8240, acid base-neutral extractable compounds by EPA Method 8270, total petroleum hydrocarbons by EPA Method 418.1 and for the thirteen priority metals. The analytical data is summarized in Table 1; the analytical data reports can be found in Appendix D.
The analytical data indicates that the concentrations of several petroleum-derived compounds (specifically polynuclear aromatic hydrocarbons, PNAs) exceed applicable reportable concentrations. BB-3-3, collected at the groundwater table (at a depth of 4 to 6 feet below the ground surface), had the highest concentration of petroleum hydrocarbon compounds. The soil sample from BB-3-3 was black in
Saugus/DPS
A00852 - 5 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
color and had a sheen. FST reported that groundwater appeared discolored, had a petroleum odor and sheen. No groundwater samples were collected for analysis
The Bridge attendant lodge is heated using fuel oil that is stored in a small above ground tank. Hydraulic components of the Bridge also utilize oil. No leaks from the above ground heating oil tank have been reported by MHD. Hydraulic oil generally does not contain PNAs and no reported releases have occurred from the Bridge. In addition, any possible release from the Bridge hydraulic system would likely be emitted to the underlying Saugus River rather than to groundwater.
Examination of Figure 3 indicates that since the only boring that contained OHM is hydraulically upgradient of the Bridge, and no OHM has been released by MHD during its Bridge operations, the likely source of the petroleum detected in BB-3 is an upgradient source in Saugus. This boring program is considered a sufficient environmental investigation of the site.
310 CMR 40.0183 (4)(b) an evaluation of the disposal site boundaries, to the extent they have been defined by assessments conducted to date;
The Belden Bly Bridge is located hydraulically downgradient and northeast of suspected sources near the corner of Route 107 and Ballard Street in Saugus. Potential upgradient sources in Lynn have generally been discounted since groundwater from the Lynn side of the Bridge would likely discharge into the Saugus River and not be connected with groundwater at Boring BB-3 (across the river in Saugus).
IESI conducted site visits to the area, and reviewed relevant files at the DEP, the Town of Saugus and Town of Lynn during August 2000. IESI's review has indicated releases of oil may have occurred near the corner of Route 107 and Ballard Street in Saugus. This location is approximately 360 feet upgradient of Boring BB-3. Groundwater generally flows towards a surface water body and would thus be expected to flow into the Saugus River from the corner of Ballard Street and Route 107. Groundwater flow contour maps, generated for a site investigation of the Eastern Tool and Stamping Company, located at 109 Ballard Street (Figure 2), confirm that groundwater generally flows in an easterly/northeasterly direction towards the Saugus River.
In January 1989, the DEP and the Saugus Fire Department received complaints relating to a suspected release of oil from an underground storage tank located at 130 Ballard Street (corner of Ballard and Route 107). DEP identified the case as N-89-009. The Saugus Fire Department received a written complaint from Ms. Eva Chabra. Ms. Chabra alleged that an underground oil storage tank at this address leaked oil and that the owner replaced it with an above ground tank after noticing that fuel deliveries would be depleted in 3 days. DEP personnel could not confirm the release and noted that the site should be investigated in the future if outbreaks occur nearby. A copy of the information contained in the DEP files regarding this release incident can be found in Appendix E.
In January 1992 the Town of Saugus Department of Public Works repaired a water main at the corner of 139 Ballard Street and Route 107 (near the Citgo gas Station, as shown on Figure 2). During the excavation for the water main repair, soil that contained waste oil was uncovered. The waste oil-affected soil (about 7.81 tons) required disposal by the Town of Saugus at the Clean Berkshires facility in Lanesboro, MA. A copy of the information in the DEP file for this release incident (which was identified as N-92-0017) can be found in Appendix E. The source of this oil has not been investigated. This location is approximately 400 feet upgradient of the Belden Bly Bridge.
The file review revealed several other releases of OHM have occurred in the vicinity of the Bridge. These releases include several releases of fuel to the Saugus River from damaged boats, a chlorinated VOC release at Eastern Tool and Stamping Company, and releases at the General Electric Facility in Lynn.
Saugus/DPS 2
A00852 - 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
These releases are not expected to be the source of the oil observed in Boring BB-3 given their location relative to the Bridge.
In summary, the disposal site responsible for the oil contamination observed at BB-3 has not been identified. It is plausible that the disposal site may extend from the corner of Ballard Street and Route 107 to the Saugus side of the Belden Bly Bridge.
310 CMR 40.0183 (4)(c) an evaluation of the releases of oil and/or hazardous material at the disposal site, to the extent that such releases have been identified;
As indicated above, the responsible disposal site has not been identified. The spill records indicate that a possible release of heating fuel may have occurred at 130 Ballard Street and that a release of motor oil/lube oil mixed with gasoline may have occurred in the vicinity of 139 Ballard Street. These two potential releases have not been investigated to date.
310 CMR 40.0183 (4)(d) an evaluation of the relevant hydrogeologic conditions, including, at a minimum, groundwater flow direction and local transport characteristics based on field data, when migration of oil and/or hazardous material has occurred via groundwater;
Based on data presented in the Phase II/III Report prepared for the Eastern Tool and Stamping Company (identified by the DEP as RTN-3-11942) by Earth Technology, groundwater flows in a northerly direction towards the Saugus River. Soil borings conducted in support of Bridge renovations indicate that the underlying soil consists of fill material and sand to a depth of twenty feet below ground surface. Beneath twenty feet soil conditions become more silty/clayey with intermixed sands. The soil becomes more sandy at depths greater than 50 feet. These soil types are expected to have moderate groundwater permeability. Hydraulic gradients in the vicinity of the Eastern Tool and Stamping Company are 0.0133 foot per foot.
310 CMR 40.0183 (4)(e) a plan showing the downgradient or downstream property and the disposal site boundaries (to the extent known), the locations of any known or suspected source(s) of oil and/or hazardous material(s) release(s) that have come to be located at the downgradient or downstream property, the direction of groundwater flow and/or surface water flow (as appropriate), the locations where samples were collected for analysis, and the results of the analyses; and
A plan showing the disposal site, suspected source areas, groundwater flow direction, and boring locations is included as Figures 2 and 3.
Saugus/DPS 3
A00852 - 7 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
310 CMR 40.0183 (4)(f) an evaluation of the need to conduct an Immediate Response Action, as defined in 310 CMR 40.0412.
Environmental site conditions at the Belden Bly Bridge do not trigger implementation of an Immediate Response Measure.
If additional information is needed or questions regarding this submittal arise, please contact either of the undersigned at (781) 455-8456.
Sami A. Fam, Ph.D., P.E., LSP Jsep E Higgns, P ., LSP Principal Engineer/Project Manager Principal Engineer/Project Reviewer
LSP # 9095
Date: August 24, 2000
Seal:
Saugus/DPS
A00852 - 8 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Figures
A00852 - 9 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
- FN
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A00852 - 10 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 11 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 12 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Table 1 Detectable Compounds in BB-3 Belden Bly Bridge Saugus, MA
Analyte BB-3-2 BB-3-3 BB-3-4 RCS-2 (ppb) (ppb) (ppb) (ppb) VOCs ND ND ND
A/BN Extractables
Acenapthene ND 20,100 7,280 1,000,000 Fluorene ND 21,700 7,000 2,000,000 Phenanthrene ND 64,000 23,900 100,000 Anthracene ND 35,200 10,000 1,000,000 Fluoranthene 3,580 64,700 19,200 1,000,000 Pyrene 5,250 76,600 17,900 2,000,000 Benzo (a) anthracene 5,920 13,880.6,6001,000 Chrysene 4,580 25,700 9,150 10,000 Benzo (b)fluoranthene ND 8,200 ND 1,000 Benzo (k) fluoranthene ND 4,930 ND 10,000 Benzo (a) pyrene ND 6,880 ND 700 2-Methylnpthalene ND 11,700 ND 1,000,000 Dibenzofuran ND 5,980 ND 1,000,000
TPH 534,000 ..'*202ON0001:)§: 384,000 2,000,000 Priority Metals below standards below standards below standards
ND- not detected shaded cells indicate an exceedance in the RCS-2 standard
A00852 - 13 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Appendix A
DPS Transmittal Form
A00852 - 14 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup
RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM Pursuant to 310 CMR 40.0180 (Subpart B), 40.0580 (Subpart E) & 40.1056 (Subpart J) A. SITE OR DOWNGRADIENT PROPERTY LOCATION: Site Name: (optional) Belden Bly rinre
Street: Salemr Turnnj ke (Route 1 07) LocationAid: at Ball ardi Street
City/Town: Saupm ZIP Code:
[ Check here if this Site location is Tier Classified. If a Tier I Permit has been issued, state the Permit Number: Related Release Tracking Numbers that this Form Addresses:
If submitting an RAO Statement, you must document the location of the Site or the location and boundaries of the Disposal Site subject to this Statement If submitting an RAO Statement for a PORTION of a Disposal Site, you must document the location and boundaries for both the portion subject to this submittal and, to the extent defined, the entire Disposal Site. If submitting a Downgradient Property Status Submittal, you must provide a site plan of the property subject to the submittal and, to the extent defined, the Disposal Site. B. THIS FORM IS BEING USED TO: (check all that apply)
Submit a Response Action Outcome (RAO) Statement (complete Sections A,B, C, D. E, F, H, I, Jand L). B Check here if this is a revised RAO Statement. Date of Prior Submittal: I
Check here if any Response Actions remain to be taken to address conditions associated with any of the Releases whose Release Tracking Numbers are listed above. This RAO Statement will record only an RAO-Partial Statement for those Release Tracking Numbers. Specify Affected Release Tracking Numbers:
Submit an optional Phase I Completion Statement supporting an RAO Statement or Downgradient Property Status Submittal (complete Sections A, B, H, I. J, and L). Submit a Downgradient Property Status Submittal (complete Sections A, B, G. H,I, J and K).
B Check here if this is a revised Downgradient Property Status Submittal. Date of Prior Submittal:
Submit a Termination of a Downgradient Property Status Submittal (complete Sections A,B, I, J and L).
Submit a Periodic Review Opinion evaluating the status of aTemporary Solution (complete Sections A,B, H, I, J and L). Specify one: For a Class C RAO For a Waiver Completion Statement indicating a Temporary Solution Provide Submittal Date of RAO Statement or Waiver Completion Statement: You must attach all supporting documentation required for each use of form indicated, including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) Assessment and/or Monitoring Only EB Deployment of Absorbant or Contaminent Materials Removal of Contaminated Soils EB Temporary Covers or Caps Re-use, Recycling or Treatment B1Bioremediation Q On Site (Q Off Site Est. Vol.: cubic yards Soil Vapor Extraction Describe: Structure Venting System F- ] Landfill E Cover E Disposal Est. Vol.: - cubic yards Product or NAPL Recovery B: Removal of Drums,Tanks or Containers Groundwater Treatment Systems Describe: Air Sparging
Removal of Other Contaminated Media Temporary Water Supplies Specify Type and Volume: Temporary Evacuation or Relocation of Residents Other Response Actions Fencing and Sign Posting Describe: -
SECTION C IS CONTINUED ON THE NEXT PAGE.
Revised 4/7195 Supersedes Forms BWSC-004 and 010 (in part) Page 1 of 4 Do Not Alter This Form
A00852 - 15 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup
RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM Pursuant to 310 CMR 40.0180 (Subpart B). 40.0580 (Subpart E) & 40.1056 (Subpart J) C. DESCRIPTION OF RESPONSE ACTIONS: (continued) Check here if any Response F Action(s) that serve as the basis for this RAO Statement involve the use of Innovative Technologies. (DEP is interested in using this information to create an Innovative Technologies Clearinghouse.) Describe Technologies:
D. TRANSPORT OF REMEDIATION WASTE: (ifRemediation Waste was sent to an off-site facility, answer the following questions) Name of Facility: Town and State:
Quantity of Remediation Waste Transported to Date: E. RESPONSE ACTION OUTCOME CLASS: Specify the Class of Response Action Outcome that applies to the Site or Disposal Site. Select ONLY one Class:
[ Class A-1 RAO: Specify one of the following:
Q Contamination has been reduced to background levels. 0 A Threat of Release has been eliminated. H Class A-2 RAO: You MUST provide justification that reducing contamination to background levels is infeasible. EHClass A-3 RAO: You MUST provide both an implemented Activity and Use Limitation (AUL) and justification that reducing contamination to background levels is infeasible.
If applicable, provide the earlier of the AUL expiration date or date the design life of the remedy will end:
H Class B-1 RAO: Specify one of the following: Q Contamination is consistent with background levels Q Contamination is NOT consistent with background levels. H Class B-2 RAO: You MUST provide an implemented AUL. If applicable, provide the AUL expiration date :
EClass C RAO: H Check here if you will conduct post-RAO Operation. Maintenance and Monitoring at the Site. Specify One: Q Passive Operation and Maintenance Q Monitoring Only O Active Operation and Maintenance (defined at 310 CMR 40.0006) F. RESPONSE ACTION OUTCOME INFORMATION: [ Ifan RAO Compliance Fee is required, check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment.
H Check here if submitting one or more AULs. You must attach an AUL Transmittal Form (BWSC-1 13) and a copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s) below: (required for all Class A-3 RAOs and Class B-2 RAOs) Q Notice of Activity and Use Limitation Q Grant of Environmental Restriction Number of AULs attached: Specify the Risk Characterization Method(s) used to achieve the RAO described above and all Soil and Groundwater Categories applicable to the Site. More than one Soil Category and more than one Groundwater Category may apply at a Site. Be sure to check off all APPLICABLE categories, even if more stringent soil and groundwater standards were met. Risk Characterization Method(s) Used: H Method I Method 2 Method 3 Soil Category(ies) Applicable: S-I [ S-2 S-3 Groundwater Category(ies) Applicable: GW-l GW-2 ] GW-3
> When submitting any Class A-1 RAO or a Class B-1 RAO where contamination is consistent with background levels, do NOT specify a Risk Characterization Method.
> When submitting any Class A-2 RAO or a Class B-1 RAO where contamination is NOT consistent with background levels, you cannot use an AUL to maintain a level of no significant risk. Therefore, you must meet S-1 Soil Standards, if using Risk Characterization Method 1.
Revised 4795 Supersedes Forms BWSC-004 and 010 (in part) Page 2 of 4 Do Not Alter This Form
A00852 - 16 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup
RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM Pursuant to 310 CMR 40.0180 (Subpart B), 40.0580 (Subpart E) &40.1056 (Subpart J) G. DOWNGRADIENT PROPERTY STATUS SUBMITTAL: Ifa Downgradient Property Status Submittal Compliance Fee is required, check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment.
Check here if a Release(s) of Oil or Hazardous Material(s), other than that which is the subject of this submittal, has occurred at this property. Release Tracking Number(s):
0 Check here if the Releases identified above require further Response Actions pursuant to 310 CMR 40.0000. Required documentation for a Downgradient Property Status Submittal includes, but is not limited to, copies of notices provided to owners and operators of both upgradient and downgradient abutting properties and of any known or suspected source properties. H. LSP OPINION:
I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of (i) the standard of care in 309 CMR 4.02(1). (ii)the applicable provisions of 309 CMR 4.02(2) and (3), and (iii) the provisions of 309 CMR 4.03(5), to the best of my knowledge, information and belief,
> if Section B indicates that a Downgradient Property Status Submittal is being provided, the response action(s) that is (are) the subject of this submittal (i) has (have) been developed and implemented inaccordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000, (ii) is (are) appropriate and reasonable to accomplish the purposes of such response action(s) as set forth in 310 CMR 40.0183(2)(b), and (iii) complies(y) with the identified provisions of all orders, permits, and approvals identified inthis submittal;
> if Section B indicates that either an RAO Statement, Phase I Completion Statement andior Periodic Review Opinion is being provided, the response action(s) that is (are) the subject of this submittal (i) has (have) been developed and implemented in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000, (ii) is (are) appropriate and reasonable to accomplish the purposes of such response action(s) as set forth in the applicable provisions of M.G.L. c. 21 Eand 310 CMR 40.0000, and (iii) complies(y) with the identified provisions of all orders, permits, and approvals identified in this submittal.
Iam aware that significant penalties may result, including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete.
Check here if the Response Action(s) on which this opinion is based, if any, are (were) subject to any order(s ,permit(s) and/or approval(s) issued by DEP or EPA. If the box is checked, you MUST attach a statement identifying the applicabl oft
LSPName: gami A Ram LSP#: .09 Stamp: Telephone: 7R1-4R-R4S6 Ext.: 221 FAX:(optional) 781-413-09A7
Signature: Date: '90P3l0e I. PERSON MAKING SUBMITTAL: Name of Organization: Maggar'husett Highway flenartment
NameofContact: Rohrt R ,Tohnan Title: Proirt Managsr
Street: Ten Park Plaza Rono 4260
City/Town: fnton State: MA ZIPCode: 0211 6-0000
Telephone; 617-973-R409 Ext.: FAX:(optional) 617-973-RR79 J. RELATIONSHIP TO SITE OF PERSON MAKING SUBMITTAL: (check one)
RP or PRP Specify: t Owner 0 Operator 0 Generator 0 Transporter Other RP or PRP:
Fiduciary, Secured Lender or Municipality with Exempt Status (as defined by M.G.L. c. 21 E, s. 2)
Agency or Public Utility on a Right of Way (as defined by M.G.L. c. 21E, s. 5(j))
L Any Other Person Submitting This Form Specify Relationship: Revised 4/7/95 Su ersedes Forms BSIC004 and 010 (i tP 3 f 4 ageo Do Not Alter This Form
A00852 - 17 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup
RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM Pursuant to 310 CMR 40.0180 (Subpart B), 40.0580 (Subpart E)& 40.1056 (Subpart J) 1 1 K. CERTIFICATION OF PERSON SUBMITTING DOWNGRADIENT PROPERTY STATUS SUBMITTAL: Rnhsrt F .Tnhn snn , attest under the pains and penalties of perjury (i)that I have personally examined and am familiar with the information contained inthis submittal, including any and all documents accompanying this transmittal form; (ii)that, based on my inquiry of the/those individual(s) immediately responsible for obtaining the information, the material information contained herein is,to the best of my knowledge, information and belief, true, accurate and complete; (iii) that, to the best of my knowledge, information and belief, I/the person(s) or entity(ies) on whose behalf this submittal is made satisfy(ies) the criteria in310 CMR 40.0183(2); (iv)that I/the person(s) or entity(ies) on whose behalf this submittal ismade have provided notice inaccordance with 310 CMR 40.0183(5); and (v) that Iam fully authorized to make this attestation on behalf of the person(s) or entity(ies) legally responsible for this submittal. I/the person(s) or entity(ies) on whose behalf this submittal is made is/are aware that there are significant penalties, including, but not limit , ssible nes and imprisonment, for willfully submitting false, inaccurate, or incomplete information.
By: Title: Prniert Manarger Fo:(signature) 2V FM - h ir npart-mpnt Date: (print name of rso r entity recorded in Section 1) Enter address of th rson providing certification, if different from address recorded in Section 1:
Street:
City/Town: State: - ZIP Code:
Telephone: Ext.: - FAX: (optional) L. CERTIFICATION OF PERSON MAKING SUBMITTAL: If you are completing only a Downgradient Property Status Submittal, you do not need to complete this section of the form.
I, , attest under the pains and penalties of perjury (i) that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form, (ii) that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained inthis submittal is, to the best of my knowledge and belief, true, accurate and complete, and (iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for willfully submitting false, inaccurate, or incomplete information.
By: Title: (signature)
For: Date: (print name of person or entity recorded inSection I) Enter address of the person providing certification, ifdifferent from address recorded inSection 1:
Street:
City/Town: State: - ZIP Code:
Telephone: Ext.: - FAX: (optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM, YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE, AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES.
Revised 4/7/95 Supersedes Forms BWSC-004 and 010 (in part) Page 4 of 4 Do Not A/ter This Form
A00852 - 18 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Appendix B
Public Notifications
A00852 - 19 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Innovative Engineering Solutions, Inc. U iBright Ideas
September 1, 2000
Board of Health Town Hall 298 Central Street Saugus, Massachusetts 01906 Subject: Availability of Downgradient Property Status Submittal Belden Bly Bridge- Salem Turnpike- RTN 3-00114889 Saugus, Massachusetts
Dear Sir/Madam: In accordance with 310 CMR 40.1403(3)(g), the purpose of this letter is to inform you of the availability of the Downgradient Property Status (DPS) Submittal for the Belden Bly Bridge site located on the Salem Turnpike in Saugus, Massachusetts. Oil was detected in one (of thirteen) boring that was installed on the Bridge in 1996, however we believe that the oil may be from an unidentified upgradient property.
The DPS Submittal will be submitted to the MADEP on or about September 1, 2000. A copy of the report is available for review at the MADEP's Northeast Regional Offices located in Wilmington, Massachusetts. If you have any questions regarding this matter, please contact me at (781) 455-8456 x221. Very truly yours,
Innovative Engineering Solutions, Inc.
Sami A Fam, Ph.D., P.E., L-S.P. Principal Engineer
c: Massachusetts Department of Environmental Protection
17 Avery Square Suite G - Needham, Massachusetts 02494 - (781) 455-8456 - Fax: (781) 433-0987
A00852 - 20 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Innovative Engineering Solutions, Inc. I Bright Ideas
September 1, 2000
Town Manager Town Hall 298 Central Street Saugus, Massachusetts 01906 Subject: Availability of Downgradient Property Status Submittal Belden Bly Bridge- Salem Turnpike- RTN 3-00114889 Saugus, Massachusetts
Dear Sir/Madam:
4 In accordance with 310 CMR 0.1403(3)(g), the purpose of this letter is to inform you of the availability of the Downgradient Property Status (DPS) Submittal for the Belden Bly Bridge site located on the Salem Turnpike in Saugus, Massachusetts. Oil was detected in one (of thirteen) boring that was installed on the Bridge in 1996, however we believe that the oil may be from an unidentified upgradient property.
The DPS Submittal will be submitted to the MADEP on or about September 1, 2000. A copy of the report is available for review at the MADEP's Northeast Regional Offices located in Wilmington, Massachusetts. If you have any questions regarding this matter, please contact me at (781) 455-8456 x22 1.
Very truly yours,
Innovative Engineering Solutions, Inc.
Sami A Fam, Ph.D., P.E., L.S.P. Principal Engineer
c: Massachusetts Department of Environmental Protection
17 Avery Square Suite G - Needham, Massachusetts 02494 - (781) 455-8456 - Fax: (781) 433-0987
A00852 - 21 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Belden Blv Bridge DPS Submittal List of Abutters Receivin2 Copies of the DPS Submittal
Patricia Burnham Mr. Sidney Pike & Operator 714 Main Street (for 1147 Western Ave) Lynnfield, MA 019401749
Environmental Manager General Electric Company Western Avenue Lynn, MA 01905
Owner/Operator Lavoie's Ballard Landing Inc. 130 Ballard Street Saugus, MA 01906
Owner/Operator Atlantic Lobsterman's Co. Inc. 134 Ballard Street Saugus, MA 01906
Owner/Operator Ken's Car Care & Vree's Car Care Center Salem Turnpike/Ballard Street Corner Saugus, MA 01906
Owner/Operator Citgo Gas Station 139 Ballard Street Saugus, MA 01906
A00852 - 22 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Appendix C
Boring Logs
A00852 - 23 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
GUILD DRILLING CO., INC. SHEET 1 OF 1 100 WATER STREET 0 EAST PROVIDENCE, R.I.
MASSACHUSETTS HIGHWAY DEPART ADDAESSSouth Boston Mesa HOLENO. BB-1 PROJECTNAMERoute 107never er I.OCAT10N Lynn-Rnon. Mass. PROJ.NO. 931 9 REPORTSENTO .Raaroh& Materials OUA JOSNO 5R-169 (Scale 1" 60') SURFELEVt -- GROUNDWATR OGSERVATONS CASING SAMPLER COREOAR. DATE Tidal after_ Hours Type HW-NW S/S Start 2/13/96 - 9:30 AM SiD.,. 4"3" 1-38, competW 2/15/96 - 10:30 AM At a.ter ___ HoI Hammer W 300# 14G# BIT BoIng Foreman J PhlILtns HammerFall 24" 30" inapector/Engr. W C Bever ATIONOFBORNG - .t-1 + UOffqpf- 9g r- Total Time: 19 Hours Casing Type Smpr, Mltur Seata S0L ORNOCK IDENTIRCAT1ON DPbMet-. mptc Nqft w -To fToe 0551 To D ymiv Remarks Inc dor adation,typeoisolletc,a&e. dln os eot &.1am 212-18 Onstst. R l .m me , NO. vI.I Wet soft, GrayORGANIC SILT, s0m fine an. .. 0.5 traceshllis
.. 55-7 2D. 3. Sbecames medium siff
0F7 becomes Modst edium etf 25110.125 D 2 5 .
becomes Wet wy soft
becomessot 6075 0
3r -. O~ becomeeverysot
260).7.5- -
Mois medium sf, Dark Brow, PEAT
Wet dense, Gray RNE to COARSESAND, trace 8 cobble (Wash Sample In Jar -Puhed Cobble)
45 7035 .j . . . Wet modium dense. Gray FINESAND, trace Inorganic li
Wet medium dense. Brown FINESAND, 45 - -44-00 -- -- trace -40 Inorganic a(It(Wash Sample In Jar)
50 505-62 D 11 12 14 Wet medIumdense., BrownFINE SAND, trace InorganIc sllt
55580 0 1 4I 13
140 .. ..v~~x......
I,. 62 ..4350...... Strace finegravel
720-73,5 M 2 3 Wet den-., Brown Gray ANE to COARSESAND, somensorganle slit, ome in gravel- Till
60 77.0-78.0. 028 .so.1x " becomes Motl very dense (No Rscovery) Retusal-tt oft orng78
A00852 - 24 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
GUILD DRILLING CO., INC. SEET 1 OF l 100 WATER STREET . EAST PROVIDENCE, R.I. MASSACHUSETTS HIGHWAYDEPART ADDRESSSOh Boston. Man HOLENO. 8B--2 I TNAME Route 107 over Saunus RIver LOCAiON I-vfnL-Sanig.MAss PROJ.NO. 9159 SENTTO RearMh & MaterialA OUR JOBMO,96,163 (Scale lNo. 6,E URFELEV -10 DOUOWATEROSSERVATIONS CASNG SAMPLER COREBAR. DATE
At Tidal arter ___ Hours Type HW-NW S/q Star 2/12/96 - 8:00 AM selD. 4"' 3 1-3/8" complet. 2/13/96 - 1:30 PM Hafter Hours HammerWI. 300# 140# Bir Boling Foremn J. Phillips HammerFall 24" AF - Inspecor/ngr. W.C Bever
LOCATIONOFBORING QYa Mg. I - & Sta: 122 + 08 Offset: 88' Kr. Total Time: 13.5 Hours l loper'F Sfta SOLOR ROCK tDENTIRCAT1ION B w FProm TO D or Remarksrcude color radaon, typeof sol et. SAME e Rock-Color,type,. illingM2hanessd im , o per tooTo ' - seam,w t d O.P 015 D WOR Most verysoft Gray OROGCSLT, soe ine and
" becomesmediumsil .0.5 D 1 2 4
11l.0-12Z5 0 2 2 2 " becomes Wet sort
" becomes very sort
21.5 Moist medim stiff, DarkBrkon PEAT 111529.5 D 2 3 4 I 27.0-28.5 a 18 25 18 27.0 Wetdense Gray INESAND, se inorganic silt 6 29.0
V I t Moist very soft, Gray CLAY
8 42.04i.6 77 1771
becomesmeduat t I-- 57.0
n-0 r a t Wetmedium den, Gray BroFNE toCOARSE 12 sAND,oe aneto mediumgravel. trs norganIcallt 2.0
Mos very dens, Gray FNE WCOARSE S D, t some c ay, t fine to Coarsegravel, tace -Till 67.0 \nrgaric lt
Moist dense, Gray FINE WoCOE AND and fineto coarseGravel, some Inorgano 4lt I44 72,0-7.5-6.- 0 00 I 72.0 Molst dense., Bron FINE SAND,comn clay. some fir gravl, racs Inorganic itt- nil
becomes verydense 7 8.0768 timl 6 -ts Bottm fBorqng75.
re"Nn- ivr NWM7T#thanq/S
A00852 - 25 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
C'-JI LU ral'-LIIu *,A/.,t SHEET I OF I 100 WATER STREET * EAST PROVIDENCE, R.I. MASSACHUSETTS HIGHWAY DEPART. ADDRESSSouthBostn. Mass. HOLENO. 1R-3 JECTNME Route 107 over Saugus River LOCATIONLynn -Saunis. Mass. PROJ.NO, 93159 REPORTSENTTO Ab.nv 1URJOBNO97-100 (Scale 1" = 6.0') SURFV 12 GROUNDWATEROBSERVATIONS CASING SAMLE COREBAR. OATE
alter __ Hours Type HW-NW S/S start 9/18/96 - 9:30 AM Tidal SizelD. 4" ' 1-3/8" complete 9/23/96 - 1:00 PM after__ Hours Hammer WI. 300# 140# BIT Bong Foreman K.Allen Hammer Fall 4" 30" Inspector/Engr. H. Stoller ATIONOF BORING t2I02zrOtfaet: 1OLT Total Time 20 Hours Casing Ty Bosm)o. MoIsture 1 SOILOR ROCK IDENT1FICATIONA th Blows T aFf From To tyor Remarks ncydecolor datioyp ioletc. per toot o i . m Consist. El- Rk, NNO. en' 0 to 3'-Asphalt - Wood- Vod FILLMostly
3.0-5-0 D 3 3 3 Wet loose.CINDERS, Black fine to coarseSand
50-70 D 3 2 3 2 7.0-1.0 0 9 6 3 " traceshells & wood
9.0-11.0 D 2 2 2 " becomes veryloose Wthv.Ubottom* ofBrowr 4 FINEto COARSESAND, som, fine gaveltrace 11.0-130 D 10 7 2 Inorganicalt Wet loose.Brow FINEto COARSE BANDsorne 13,0-15 0.2 5 fine tomedIum gravel,trace Inorganicsilt 7 Its 15.0-17.0 0 13 9 1 (No Recovery)
Wetstiff, Black ORGANIC SILT and fine tocoase 4 Sand,trace fine gravel, trace wood, shelts glass 19B.21.0 0 2 3 1 20.0 Wetoll, GrayORGANIC SILT.trace fine to 11 medum gravel(Wash) (No Recovery)
t& soft, Gray 0 I tracepeat, shells& ne
I25
29.6-305 0 2 2 becas soft
hocurar rditr stiff
340-355 1 1 4 35 'U394 5 0 1 1I 1
betcrs vry soft
Wetvery solt, Gray ORGANIC SILT, trace peat & 440-45 0 fine cand 0-455 D 45.0 Wetmdiumdense, GrayFINE SAND, some InorganIcslit 47.0
40505 Wetsoll, GrayCLAY 3 D0 I 113
74075 D Rd 2e
raft: Red. 1_
*becomes medium atiff
D0407. i Rods 2 " becomesverysoft
790.00 0D O becomesmedIum e
A00852 - 26 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
GUILD DRILLING CO., INC. SHEET 1 OF 1 100 WATER STREET * EAST PROVIDENCE, R.I. MASSACHIJSrTS HIGHWAY DEPART AOSS SOuth Boon. Man. HOLENO. RR-A PROJECTNmAE Rlute 107 over Sauoijs River LoCAT1N Lynn - Sausus. Mas PROJ.NO. 93159 REPORTSENTTO Research& Materials OJRJOBNO. 96-163 (Scale 1" - 6.0') SJRF.ELEV -6 OUND WATEROBSERVATIONS CASING SAMPLER COE BAR. DATE
Tidal after _ ous. Type HW-NW S/s .V-\LL start 12/29/95 - 10:00 AM 2'7" of Water at Siz.D . 4"3" 1-3/11 ____ Complete 1/10/96 - 10:00 AM AtI - after ____ Hours Hammer W, 300# 140# BIT BoringForeman J. PhIllins 10:05 AY on 12/29/95 HammerFal 24' 0' Dia. inspector/Engr. W. Rvr
CATONCF ORI .BNGfeNo.j.-16-=. 5-5Sta: 22 + 22 Offset; 58' LT. Total Time:r 56 Hours SOtLOR ROCKIDENIIFICAIONI Casn..i Depthfs'TT Won Saperw olcteh" Depth Sampler epths Fromnsity or Change per From- To ape Frm -- -. - Ci t E Rock-color, type condi rdness.n, drilling ime, ct . s.8. etc,.NOPat D0ItW Arn. Wetvery
5.0-0.5 0 WI 0' Ham. (Casing Wash- No Recovery) 2
1 0-115 1 1 2 Wetsoft DarkGray ORGANICSILT. som fine 3 sand
" andfenSand 20-175 b 2 3
Wetmedium stif, DarkGray ORGANIC SiLT and ne Sand
25250-26.5 0 14 1 1 Wet Hard,Gray CLAY
30
" becomes eysttf 310-325 D0 12 Id
Wetmedlum stiff, Gray CLAY.trac fine sand
Wet mediumdense. Bro nRNEtoCOARSE BANDand fine tomedium Gravel,some inorganic sitt
35 Wetdense, Gray Brown NEto COARSESAND andfine to medium Greael,trace Inorganic silt
becomesmedium dens
I 45IM ..39541.0 DD 20 1610 12 1 - Wet medium dense,Brolne FINE to COARSE SAND,some fine to mediumgravel, tace inorganic s|t
Wet,Brow, FINEto COARSESAND. trace Inorganicsit (NoBlowCounts Sandran Into Casing)I
72D-~~ DW ~ 735 2 Wetmedium dense,Brown FINE to CCARSE SAND.sote fine to coara.gravel, tae lnorgadc silt
69.5
Wetvery dense, Grey FINESAND, some norganic ultt, tracefine gravel
Wetverydense, Gray Bron FINEto COARSE SANDand the tomedtum Gravel.some Inorganic
79.0'ait Top of Bedrock t 79'
. mlrer ttn Al'.. anelen17pS
A00852 - 27 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 28 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
GUILD DRILLING CO. INC. SHEET OF 1 10 WATER STREET * EAST PROVIDENCE, R.I. o rrs ONWAYDEPART ADDRESS South Boston Mass. HOLENO. RR-6 oTNAME ROM 107Over Saulai River LocAOXN Ivnn-SatLm.sMass. PRoJ. NO. 93159 E SENTTo RsemhMaterIals OURJOBNO.96-163 (Scale 1" 6.0') SUR.ElEV. -13 NDWATER OBSERVATIONS CASING SAMPLER COREBAR. DATE
At Tidal t Hours Type HW-NW S/R start 1/19/96 - 1:00 PM sizl.0. 43" 1-3/r ' compLeta 1/23/96 - 11:30 AM A aer __Hours Hammer W. 200# 140# BIT Boring Foreman ,I. Phillins HarmmerFall 24" 3" inspector/Engr. WC sever
LCATONOF BORING a No |-1"- r Sta; 122 + 56 Offset: 50' Sr. Total Time: 14.5 Hours lpr 8 Srat SOLOR ROCKIDENTlFICATION m Chnnge Remakicludecolor aon,typeoisolletc. SAPLE ano.Frn Consisto ye, ---. t 0ntiae "A"* p fo Fmirp, s,t ness.drilLng tme. No. Pen" . Ia matr sn a ID *SS: 0.0-2.0 DI WetmeiumstffBlck IRG NiL.T,tra.e WOR "sit Wet ry sti. DarkGray INORGNIC SILT,trace 2 ID SS) 20 a b IO ...... t. shellfragments ID SS~ 3 " becomes stiff " becomesvery stiff (3" SS . 8.0 j 1 12 11 to * becomes stiff 2 DD 3 I| 10 g 10.0-12.0 2 Sbecomesmediumstil I SS)
14.0 . 15.617.0 D W R 2 2 Moist oft, Gray Brow PEAT
20 22 17- 1 Moist dnse, Gray FINESAND, some inorganic ait
23.0
Wet dense, Grayfine to coarse SAND,trace I - 2527. 0-.D 10 - 21 inorganic silt (WashSample - (NORcory)
29.5 305-32.0 D 2. 3 45 Moist medium stil. Gray CLAY
I-.-..- - 0 2-.-.----.------(Nolecovery)
U _-_ __
-wo 2- Wetsoft,GrayCLAY
408
-08420.D 7t 4I 0 Wetwrydense,GoayFtNEtoCOARSESAND, esomefne to mnediumgrav, some inorganic slit
55.54- D .71-- 49/5.4 WA4 Rituai.BettorittOf odrtg aS
Note: Sol Sample. #1 though #8 were taken at ate.
A00852 - 29 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 30 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 31 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 32 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
N GUILD DRILLING CO., INC. 1 100 WATER STREET .EAST PROVIDENCE, R.I. --- MASSACHUSES HIGHAY P ADDAT.RESSouth Boston. Mass HOLENO. BB-10 ECTNAMERte i107overSauus River LOCATIONTnn-SauaIus Mass. P4O.NO 91159 RTSENTTO ResearohA Materials OURJOONO. 96-163 (Scale 1" = 6.0') SUR.ELEV. -12 GROUNDWATR OBSERVAT1ONS!CASING SPER COREBM. DAM
At Tidal after _ Houa. Type HW-NW S/ /R Sta 1/17/96 - 11:00 Am SzI.D. 4"S"L 1-3/f" - Complete 1/19/96 - 10:00 AM after ___ Hours Hammer Wt 30 # 140# BIT Doing Foreman J. Phillins Hammer Fel 24" 30" - Inspeco/Eng,. W C Sever LOCAT1N OF BORING .. BMdJ1- = S sta: 123 + JO Offset: 48' Kr. Total Tim: 15 Hours I C g Type wr' Straa SOILOR ROCKIDENIIFCATION 1th Blow. P If Frm To Deniltyor oan RemasIncludecolor radal. .type sodet. per foot Fro ape - 1 Const, El./ Rock-color,type, cod t ness,drilling lime' 2er contests etc No. A WetveryotBlack tORANIC SILT,traceshells
2.0-40 D Rdd &Ham. Wet soft. very DarkGray INORGANIC SILT, ace 2 shellsfragments 4.00 4 3 becomes mediumstif
D 3 Wetstill. DarkGray SILT INORGANICandfine 4 Sand it 5 8101,0 -3- 4 " becomesmedium stiff 3
3O
WOR Wet verysoft, GrayORGANIC SILT. traceOf brown fibers
20.0 BrownPEAT 7 Wet verystl. Slack ORGANICSILT 22.0 Gray INORGANICSILT, sone line sand
SANDand Gravel Layers ---9 - 24.0
265-280- 4 2 3 Wetmediumstiff, Gray CLAY,trace fine to coarse 26.5 sand ., ------~is 30.0 315-03 D -W Hem Rod- Wetvery soft, Gray CLAY
(No Recovery)
42.0 425-440 D 15 l6 17 Wetdense, BrownFNE to COARSESAND, trace inorganic ilt
48.&500 D 8 68 -G Wetmedium dense.Bron COARSEo FINE SAND.trace fine gravel,frae inorganicsilt
52.0 --- 5.5 0 -- 29--- 23 Wetvery dense,Gray FINEto COARSEGRAWL andfis to coarse Sand.trace Inorganlct - Til (Drovecasing to B8,y, casing brolre off at 3.5" - couldnot drill& continue.)
585 Bottom of Boring58.5
Note:Leftbottom5'0fNWCasingwithHard Shoe(r)In hole.
A00852 - 33 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
TASSACHUSFTSHIGHWAYDFPART, ADDRESSSouth Roston. Mass HOLENO. .8--2 -CT NAMERoute 107over SalmsRver oCAtOtN L nn - Sauous Mass. PROJ.NO. 93159 Fl: iTSENTTOabove OURJOBNO. 97-100 (Scale 1" 6.0') SUR.ELEV. 12 GROUNDWATER OBSEVA1ONS CASNG SAMPLER COREBA DATE
At .. .after ,Hours Type W-NW S/S Start 9/12/96 - 11:00 AM Tdaltr Hosiz=l.D 4" 1-3/8" Complete 9/17/96 - 2:30 PM a _ Ho Hammer M. _0# 140# SIT Borng Foreman K.Alien Hammer Fal 4 30 Inspector/Eng,. H Stoller
LOCATIONOFBORING Bfirion No. I-18-18=S-r8 - Station 124+ 13-Offsat 10' LT Total Time: 20 Rour Casin e~ Type Blows per Mo" ,Strata SOILOR ROCK 10ENTIFICAT10N
peepotFom-T L~i2i2.1 t Eev/Rockcdor ~e di~fh~r~ drin time, .eR
1.0-3,0 0.8 0.a. 1 Io Moist medium dense,Brown FINEto COARSE .it-sn SAND,some nefi to coarse gravel, Ee inorganic slt, asI& brtck - Fill Molst medium dense.Bro. FINEto COARSE SAD, ae 0e to mediumgrave, tre 5 0-7.0 D 12 8 35 1 Inorganic ilt 7_ b...... 6 3 " becomes Wet dense (NoRcovety - Sample #3) Wt loose,Bronro FINE to COARSESMD, 10 9 0 4 6 5 fine to coarse gravel, trc. inogac silt 6 - becomesmedlmr dense
1150-170 D 84 5 -7
Wetmedium dense,Gray INEto COARSE .8 - o315 a114 5 $3 GRAW ad Sand, trace organicefit wthheils Wetsoft. Gray ORGANIC SILT and eat
Wetmedium dens., GrayCOARSE SAND and fine Grava, re organiclt. I.ells & crement D 5. 6 " becomes loose I2 20-30 6 4.5 6 4 DO . of Too 23.0 wet verytoft. GrayORGANIC SLT
Sbecome sitiff (NoRecovery)
becomes very soft (No Recovery)
$8.0 31.0-M2.5 D o Wetsot, Gray RGANICSILT ad Peat
We veryst. GrayCLAY, tac finesand
7 JI005 D -- Too 9. 1 3
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74.0-751 11 o' .bi I
79.0-7965 0 - 79.5 Wetdense, GrayRE to COARSESAN, some 79 5-05 r finet0 medium gravl, Eaceclay
A00852 - 34 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 35 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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A00852 - 36 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
Appendix D
Laboratory Analytical Data Sheets
A00852 - 37 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020
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S- A52 mow -w z ON 4: w 0~ 0 0 6 z em 0 0 A00852 - 38 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 f/I/ C ~e / j , 04,- Page 1 TOXIKON CORP. REPORT Work Order # 96-09-426 t I'C5 Received: 09/25/96 10/07/96 09:32:29 REPORT FAY, SPOFFORD & THORNDIKE INC PREPARED TOXIKON CORPORATION TO 5 BURLINGTON WOODS BY 15 WIGGINS AVE BURLINGTON, MA 01803 BEDFORD, MA 01730 , 6 617-221-1000 FAX:229-1115 CERTFIED BY ATTEN WILLIAM BEYER ATTEN PAUL LEZBERG PHONE (617)275-3330 CONTACT JOHNM r CLIENT FAY SAMPLES 3 COMPANY FAY, SPOFFORD & THORNDIKE INC MA CERT # M-MA064: TRACE METALS, SUL FATE,CYANIDE,RES. FREE FACILITY 5 BURLINGTON WOODS CHLORINE, Ca, TOTAL ALK., TDS, pH, THMs, VOC, PEST.,NUTRIENTS. fr wv BURLINGTON. MA 01803 DEMAND. O&G, PHENOLICS, PCBs . CT DHHS #PH-0563, NY #10778 FL HRS E87143, NJ DEP 59538, NC DNR286, SC 88002, NH 204091-C. WORK ID VD-005 TAKEN 9/19/96 Verified By: TRANS CERT # M-MA064 TYPE SOIL P.O. # INVOICE under separate cover SAMPLE IDENTIFICATION TEST CODES and MMES used on this workorder 01 BB-3-2 8240 PURGEABLE ORGANICS VOA 02 BB-3-3 8270 A/BN EXTRACTABLES 03 8B-3-4 MEX HG METALS, EXT. FOR MERCURY HEX TS METALS, TOTAL EXT., SOIL PP13 METALS,13 PRI.POLL. TPH IR TPH BY IR RECEVE, PM L11'96 FJT, NC. A00852 - 39 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 2 TOXIKON CORP. REPORT Wor k Order # 9-09-426 Received: 09/25/% Results by Sample SAMPLE ID BB-3-2 SAMPLE # 01 FRACTIONS: A Date & Time Collected 09/19/% Category SOIL TPHIR 534 mg/Kg DL=40 A00852 - 40 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 3 TOXIKON CORP. REPORT Work Order # 96-09-426 Received: 09/25/96 - Results by Sample SAMPLE ID BB-3-2 FRACTION 01A TEST CODE 8240 NAME PURGEABLE ORGANICS VOA Date & Time Collected 09/19/96 Category SOIL PURGEABLE ORGANICS VOA RESULT LIMIT RESULT LIMIT AcroLein ND 100 trans-1,3-Dichloropropene ND 2.0 Acrylonitrile ND 10 Trichloroethene ND 2.0 Chloromethane ND 2.0 Dibromochloromethane ND 2.0 Bromomethane ND 2.0 1,1,2-Trichloroethane ND 2.0 Vinyl Chloride ND 10 Benzene ND 2.0 Chloroethane ND 2.0 cis-1,3-Dichloropropene ND 2.0 Methylene Chloride ND 10 2-Chloroethylvinylether ND 2.0 Acetone ND 50 Bronoform ND 2.0 Carbon Disulfide ND 50 2-Hexanone ND 4.0 1,1-Dichloroethene ND 2.0 4-Methyl-2-pentanone ND 4.0 Trichlorofluoromethane ND 2.0 Tetrachloroethene ND 2.0 1,1-Dichloroethane ND 2.0 1,1,2,2-Tetrachloroethane ND 2.0 Total 1,2-Dichloroethene ND 2.0 Toluene ND 2.0 Chloroform ND 2.0 Chlorobenzene ND 2.0 1,2-Dichloroethane ND 2.0 Ethyl Benzene ND 2.0 2-Butanone ND 10 Styrene ND 2.0 1,1,1-Trichloroethane ND 2.0 Total Xylenes ND 2.0 Carbon Tetrachloride ND 2.0 1,2-Dichlorobenzene ND 2.0 Vinyl Acetate ND 2.0 1,3-Dichlorobenzene ND 2.0 Bromodichloromethane ND 2.0 1,4-Dichlorobenzene ND 2.0 1,2-Dichloropropane ND 2.0 Notes and Definitions for this Report: DATE RUN: 10/01/96 ANALYST: CMD INSTRUMENT: G DIL. FACTOR: 1 COMMENTS: UNITS: uq/Kq ND = not detected at detection limit A00852 - 41 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 4 TOXIKON CORP. REPORT Work Order 0 96-09-426 Received: 09/25/96 Results by Sample SAMPLE ID BI-3-2 FRACTION 01A TEST CODE 8270 NAME A/BN EXTRACTABLES Date & Time Collected 09/19/96 Category SOIL RESULT LIMIT RESULT LIMIT BASE NEUTRAL EXTRACTABLES bis(-2-Chloroethyl) ether ND 3500 Chrysene 4580 3500 1,3-Dichlorobenzene ND 3500 Di-n-octyl phthalate ND 3500 1,4-DichLorobenzene ND 3500 Senzo(b)fluoranthene ND 3500 1,2-Dichlorobenzene ND 3500 Benzo(k)fLuoranthene ND 3500 bis(2-Chloroisopropyl) ether ND 3500 Benzo(a)pyrene ND 3500 N-Nitroso-Di-N-Propylamine ND 3500 Indeno(1,2,3-cd)pyrene ND 3500 Hexachloroethane ND 3500 Dibenz(a,h)anthracene ND 3500 Nitrobenzene ND 3500 Benzo(g,h,i)perylene ND 3500 Isophorone ND 3500 2-Methylnaphthalene ND 3500 bis(2-Chloroethoxy) methane ND 3500 Benzidine ND 3500 1,2,4-TrichLorobenzene ND 3500 Dibenzofuran ND 3500 Naphthalene ND 3500 Hexachlorobutadiene ND 3500 ACID EXTRACTABLES Hexachlorocyclopentadiene ND 3500 Phenol ND 3500 2-Chloronaphthalene ND 3500 2-Chlorophenot ND 3500 DimethyL phthalate ND 3500 Benzyl Alcohol ND 7000 Acenaphthylene ND 3500 2-Methylphenot ND 3500 Acenaphthene ND 3500 4-Methylphenol ND 3500 2,4-Dinitrotoluene ND 3500 2-Nitrophenot ND 3500 2,6-Dinitrotoluene ND 3500 2,4-Dimethylphenot ND 3500 DiethylphthaLate ND 3500 Benzoic Acid ND 18000 4-Chlorophenyt phenyl ether ND 3500 2,4-Dichlorophenot ND 3500 FLuorene ND 3500 4-Chloroaniline ND 7000 N-Nitrosodiphenylamine ND 3500 4-Chloro-3-methylphenot ND 7000 4-Bromophenyl phenyl ether ND 3500 2,4,6-Trichlorophenot ND 3500 Hexachlorobenzene ND 3500 2,4,5-Trichlorophenot ND 3500 Phenanthrene ND 3500 2-Nitroani tine ND 18000 Anthracene ND 3500 3-Nitroaniline ND 18000 Di-n-butylphthalate ND 3500 2,4-Dinitrophenol ND 18000 Fluoranthene 3580 3500 4-Nitrophenot ND 18000 Pyrene 5250 3500 4-NitroaniLine ND 18000 ButyL benzyL phthalate ND 3500 4,6-Dinitro-2-methylphenoL ND 18000 3,3'-Dichlorobenzidine ND 7000 Pentachlorophenot ND 18000 Benzo (a) anthracene 3880 7000 3-Methylphenot ND 18000 bis (2-ethythexyl)phthalate ND 3500 2,6- DichlorophenoL ND 18000 Notes and Definitions for this Report: UNITS: ug/K EXTRACTED: 09/27/96 DATE RUN: 10/03/96 ANALYST: PAC INSTRUMENT: F DIL. FACTOR: 10 ND = not detected at detection Limit A00852 - 42 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 5 TOXIKON CORP. REPORT Work Order 9 96-09-426 Received: 09/25/96 ResuLts by Sawle SAMPLE ID BB-3-2 FRACTION 01A TEST CODE PP13 NAME METALS,13 PRI.POLL. Date & Time Collected 09/19196 Category SOIL 13 PRIORITY POLLUTANT METALS RESULT LIMIT Silver ND 0.4 Arsenic 5.67 6.10 Beryllium ND 0.2 Cadium 0.803 0.61 Chromium 5.87 0.61 Copper 62.1 0.61 Nickel 15.8 1.2 Lead 91.0 3.1 Antimony ND 9.15 SeLenium ND 15.3 Thatlium ND 18.3 Zinc 59.3 0.61 Mercury 0.92 0.300 Notes and Definitions for this Report: EXTRACTED 09/27/96 DATE RUN 09/30/96 ANALYST VR INSTRUMENT ICP DIL. FACTOR 61.0 UNITS nq/Kq ND = Not detected at detection Limit A00852 - 43 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 6 TOXIKON CORP. REPORT Work Order N 96-09-426 Received: 09/25/96 Results by Sample SAMPLE ID BB-3-3 SAMPLE # 02 FRACTIONS: A Date & Time Collected 09/19/96 Category SOIL TPHIR 2020 mg/Kg DL=40 A00852 - 44 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 7 TOXIKON CORP. REPORT Work Order N 96-09-426 Received: 09/25/96 ResuLts by Sample SAMPLE ID BB-3-3 FRACTION 0fA TEST CODE 8240 NAME PURGEABLE ORGANICS VOA Date & Time Collected 09/19/96 Category SOIL PURGEABLE ORGANICS VOA RESULT LIMIT RESULT LIMIT Acrolein ND 100 trans-1,3-Dichloropropene ND 2.0 AcrylonitriL e ND 10 Trichloroethene ND 2.0 Chloromethane ND 2.0 Dibromochloromethane ND 2.0 Bromomethane ND 2.0 1,1,2-Trichloroethane ND 2.0 Vinyl ChLoride ND 10 Benzene ND 2.0 Chloroethane ND 2.0 cis-1,3-Dichloropropene ND 2.0 Methylene Chloride ND 10 2-Chloroethylvinylether ND 2.0 Acetone ND 50 Bromoform NO 2.0 Carbon Disulfide ND 50 2-Hexanone ND 4.0 1,1-Dichloroethene ND 2.0 4-Methyl-2-pentanone ND 4.0 Trichlorofluoromethane ND 2.0 Tetrachloroethene ND 2.0 1,1-Dichloroethane ND 2.0 1,1,2,2-Tetrachloroethane ND 2.0 Total 1,2-Dichloroethene ND 2.0 Toluene ND 2.0 Chloroform ND 2.0 Chlorobenzene ND 2.0 1,2-Dichloroethane ND 2.0 Ethyl Benzene ND 2.0 2-Butanone ND 10 Styrene ND 2.0 1,1,1-Trichloroethane NO 2.0 Total Xylenes ND 2.0 Carbon Tetrachloride ND 2.0 1,2-Dichlorobenzene ND 2.0 Vinyl Acetate ND 2.0 1,3-Dichlorobenzene ND 2.0 Bromodichloromethane ND 2.0 1,4-Dichlorobenzene ND 2.0 1,2-Dichloropropane ND 2.0 Notes and Definitions for this Report: DATE RUN: 10/01/96 ANALYST: CMD INSTRUMENT: G DIL. FACTOR: 1 COMMENTS: UNITS: up/Kg ND = not detected at detection limit A00852 - 45 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 8 TOXIKON CORP. REPORT Work Order 5 96-09-426 Received: 09/25/96 Results by Sample SAMPLE ID BB-3-3 FRACTION 02A TEST CODE 8270 NAME A/BN EXTRACTABLES Date & Time Collected 09/19/% Category SOIL RESULT LIMIT RESULT LIMIT BASE NEUTRAL EXTRACTABLES bis(-2-Chloroethyl) ether ND 4200 Chrysene 25700 4200 1,3-Dichlorobenzene ND 4200 Di-n.-octyl phthalate ND 4200 1,4-DichLorobenzene ND 4200 Benzo(b)fLuoranthene 8200 4200 1,2-DichLorobenzene ND 4200 Benzo(k)fLuoranthene 4930 4200 bis(2-ChLoroisopropyL) ether ND 4200 Benzo(a)pyrene 6880 4200 N-Nitroso-Di-N-Propylamine ND 4200 Indeno(1,2,3-cd)pyrene ND 4200 Hexachloroethane ND 4200 Dibenz(a,h)anthracene ND 4200 Nitrobenzene ND 4200 Benzo(gh,i)peryLene ND 4200 Isophorone ND 4200 2-Methylnaphthalene 11700 4200 bis(2-Chtoroethoxy) methane ND 4200 Benzidine ND 4200 1,2,4-Trichlorobenzene ND 4200 Dibenzofuran 5980 4200 Naphthalene ND 4200 Hexachlorobutadiene ND 4200 ACID EXTRACTABLES HexachlorocycLopentadiene ND 4200 Phenol ND 4200 2-Chloronaphthalene ND 4200 2-Chlorophenot ND 4200 Dimethyl phthaLate ND 4200 Benzyl Alcohol ND 8300 Acenaphthylene ND 4200 2-Methylphenot ND 4200 Acenaphthene 20100 4200 4-Methylphenot ND 4200 2,4-Dinitrotoluene ND 4200 2-Nitrophenot ND 4200 2,6-Dinitrotoluene ND 4200 2,4-Dimethylphenot ND 4200 Diethylphthalate ND 4200 Benzoic Acid ND 21000 4-Chlorophenyt phenyl ether ND 4200 2,4-Dichlorophenol ND 4200 Fluorene 21700 4200 4-Chloroaniline ND 8300 N-Nitrosodiphenylamine ND 4200 4-Chloro-3-methylphenot ND 8300 4-Bromophenyt phenyl ether ND 4200 2,4,6-Trichlorophenot ND 4200 Hexachlorobenzene ND 4200 2,4,5-Trichlorophenot ND 4200 Phenanthrene 64000 42000 2-Nitroaniline ND 21000 Anthracene 35200 4200 3-Nitroaniline ND 21000 Di-n-butylphthaLate ND 4200 2,4-Dinitrophenot ND 21000 FLuoranthene 64700 4200 4-Nitrophenol ND 21000 Pyrene 76600 4200 4 -NitroaniLine ND 21000 Butyl benzyl phthalate ND 4200 4,6-Dinitro-2-methylphenot ND 21000 3,3'-Dichlorobenzidine ND 8300 Pentachlorophenot ND 21000 Benzo (a)anthracene 16600 8300 3-MethyLphenot ND 21000 bis (2-ethythexyL)phthalate ND 4200 2,6- Dichlorophenot ND 21000 Notes and Definitions for this Report: UNITS: uQ/Ka EXTRACTED: 09/27/96 DATE RUN; 10/02/96 ANALYST: PAC INSTRUMENT: C DIL. FACTOR: 10 ND = not detected at detection limit A00852 - 46 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 9 TOXIKON CORP. REPORT Work Order # 96-09-426 Received: 09/25/96 ResuLts by Sample SAMPLE ID BI-3-3 FRACTION 02A TEST CODE PP13 NAME NETALS,13 PRI.POLL. Date & Time Collected 09/119% Category SOIL A00852 - 47 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 10 TOXIKON CORP. REPORT Work Order 8 96-09-426 Received: 09/25/96 ResuLts by Sauple SAMPLE ID BB-3-4 SAMPLE # 03 FRACTIONS: A Date & Time ColLected 09/19/96 Category SOIL TPHIR 384 mg/Kg DL=40 A00852 - 48 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 11 TOXIKON CORP. REPORT Work order 8 96-09-426 Received: 09/25/96 Results by Samle SAMPLE ID BB-3-4 FRACTION 03A TEST CODE 8240 NAME PURGEABLE ORGANICS VOA Date & Time Collected 09/19/96 Category SOIL PURGEABLE ORGANICS VOA RESULT LIMIT RESULT LIMIT AcroLein ND 100 trans-1,3-Dichloropropene ND 2.0 AcrylonitriLe ND 10 Trichloroethene ND 20 Chloromethane ND 2.0 Dibromochloromethane ND 2.0 Bromomethane ND 2.0 1,1,2-Trichloroethane ND 2.0 Vinyl Chloride ND 10 Benzene ND 2.0 Chloroethane ND 2.0 cis-1,3-Dichloropropene ND 2.0 Methylene Chloride ND 10 2-Chloroethylvinylether ND 2.0 Acetone ND 50 - Bromoform ND 2.0 Carbon Disutfide ND 50 2-Hexanone ND 4.0 1,1-Dichloroethene ND 2.0 4-Methyt-2-pentanone ND 4.0 Trichlorofluoromethane ND 2.0 Tetrachloroethene ND 2.0 1,1-Dichloroethane ND 2.0 1,1,2,2-Tetrachloroethane ND 2.0 Total 1,2-Dichloroethene ND 2.0 Toluene ND 2.0 Chloroform ND 2.0 Chlorobenzene ND 2.0 1,2-Dichloroethane ND 2.0 Ethyl Benzene ND 2.0 2-Butanone ND 10 Styrene ND 2.0 1,1,1-Trichloroethane ND 2.0 Total Xylenes ND 2.0 Carbon Tetrachloride ND 2.0 1,2-Dichlorobenzene ND 2.0 Vinyl Acetate ND 2.0 1,3-Dichlorobenzene ND 2.0 Bromodichloromethane ND 2.0 1,4-Dichlorobenzene ND 2.0 1,2-Dichloropropane ND 2.0 Notes and Definitions for this Report: DATE RUN: 10/01/96 ANALYST: CMD INSTRUMENT: G DIL. FACTOR: 1 COMMENTS: UNITS: uq/Kq ND = not detected at detection limit A00852 - 49 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 12 TOXIKON CORP. REPORT Work Order N 96-09-426 Received: 09/25/96 ResuLts by Sampte SAMPLE ID BB-3-4 FRACTION 03A TEST CODE 8270 NAME A/BN EXTRACTABLES Date & Time Collected 09/19/96 Category SOIL RESULT LIMIT RESULT LIMIT BASE NEUTRAL EXTRACTABLES bis(-2-Chloroethyl) ether ND 3900 Chrysene 9150 3900 1,3-Dichlorobenzene ND 3900 Di-n-octyt phthalate ND 3900 1,4-DichLorobenzene ND 3900 Benzo(b)fluoranthene ND 3900 1,2-Dichlorobenzene ND 3900 Benzo(k)fluoranthene ND 3900 bis(2-ChloroisopropyL) ether ND 3900 Benzo(a)pyrene ND 3900 N-Nitroso-Di-N-Propylamine ND 3900 Indeno(1,2,3-cd)pyrene ND 3900 Hexachloroethane ND 3900 Dibenz(a,h)anthracene ND 3900 Nitrobenzene ND 3900 Benzo(g,h,i)perylene ND 3900 Isophorone ND 3900 2-Methylnaphthalene ND 3900 bis(2-ChLoroethoxy) methane ND 3900 Benzidine ND 3900 1,2,4-Trichlorobenzene ND 3900 Dibenzofuran ND 3900 Naphthalene ND 3900 Hexachlorobutadiene ND 3900 ACID EXTRACTABLES HexachLorocycLopentadiene ND 3900 Phenol ND 3900 2-Chloronaphthalene ND 3900 2-Chlorophenol ND 3900 Dimethyl phthalate ND 3900 Benzyl Alcohol ND 7800 Acenaphthylene ND 3900 2-Methylphenot ND 3900 Acenaphthene 7280 3900 4-Methylphenol ND 3900 2,4-Dinitrotoluene ND 3900 2-Nitrophenot ND 3900 2,6-Dinitrotoluene ND 3900 2,4-DimethylphenoL ND 3900 Diethylphthalate ND 3900 Benzoic Acid ND 19000 4-Chlorophenyt phenyL ether ND 3900 2,4-DichlorophenoL ND 3900 Fluorene 7000 3900 4-Chloroaniline ND 7800 N-Nitrosodiphenytamine ND 3900 4-Chloro-3-methylphenot ND 7800 4-BromophenyL phenyL ether ND 3900 2,4,6-Trichtorophenot ND 3900 Hexachlorobenzene ND 3900 2,4,5-Trichlorophenol ND 3900 Phenanthrene 23900 3900 2-Nitroaniline ND 19000 Anthracene 10000 3900 3-NitroaniLine ND 19000 Di-n-butylphthaLate ND 3900 2,4-DinitrophenoL ND 19000 Fluoranthene 19200 3900 4-Nitrophenol ND 19000 Pyrene 17900 3900 4-Nitroaniline ND 19000 Butyl benzyl phthalate ND 3900 4,6-Dinitro-2-methylphenot ND 19000 3,3'-Dichlorobenzidine ND 7800 Pentachlorophenot ND 19000 Benzo (a) anthracene 5920 7800 3-Methylphenot ND 19000 bis (2-ethythexyl)phthalate ND 3900 2,6- Dichlorophenot ND 19000 Notes and Definitions for this Report: UNITS: up/Kg EXTRACTED: 09/27/96 DATE RUN: 10/03/96 ANALYST: PAC INSTRUMENT: F DIL. FACTOR: 10 ND = not detected at detection Limit A00852 - 50 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 13 TOXIKON CORP. REPORT Work Order U 96-09-426 Received: 09/25/96 Results by Sample SAMPLE ID BB-3-4 FRACTION 03A TEST CODE PP13 NAME METALS.13 PRI.POLL. Date & Time CoLLected 09/19/96 Category SOIL 13 PRIORITY POLLUTANT METALS RESULT LIMIT Silver ND 0.4 Arsenic ND 6.10 BeryLium 0.564 0.2 Cadium 1.16 0.61 Chromium 15.4 0.61 Copper 25.2 0.61 NickeL 18.3 1.2 Lead 21.8 3.1 Antimony ND 9.15 Selenium NO 15.3 Thallium ND 18.3 Zinc 44.4 0.61 Mercury ND 0.300 Notes and Definitions for this Report: EXTRACTED 09/27/96 DATE RUN 09/30/96 ANALYST VR INSTRUMENT ICP DIL. FACTOR 61.0 UNITS mq/K ND = Not detected at detection Limit A00852 - 51 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Page 14 TOXIKON CORP- REPORT Work Order # 96-09-426 Received: 09/25/96 Test Methodology TEST CODE 8240 NAME PURGEABLE ORGANICS VOA EPA METHOD: 8240: Gas Chromatography/Mass Spectrometry for volatile Organics. Reference: Test Methods for Evaluating Solid Wastes: Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA. This method has been modified by the use of a capillary column. TEST CODE 8270 NAME A/BN EXTRACTABLES EPA METHOD: 8270: Gas Chromatography / Mass Spectrometry for Semivolatile Organics; Capillary Column Technique. Reference: Test Methods for Evaluating Solid Wastes: Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. office of Solid Waste, USEPA. TEST CODE HEX HG NAME METALS, EXT. FOR MERCURY REFERENCE: EPA METHOD 245.1 Mercury. Methods for Chemical Analysis of Water and Wastes. EPA 600/4-79-020. EPA METHOD 7470.Mercury in Liquid Waste. or EPA METHOD 7471.Mercury in Solid or Semisolid Waste. Test Methods for Evaluating Solid Waste:Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA> TEST CODE HEX TS NAME METALS TOTAL EXT-r SOIL REFERENCE: EPA METHOD 3050: Acid Digestion of Sediments, Sludges and Soils. Test Methods for Evaluating Solid Waste Physical/Chemical Methods. SW 846, 3rd Edition. Analytical Method for ICP:6010A TEST CODE TPH IR NAME TPH BY IR EPA METHOD: 418.1 for water sample. Reference: Methods for Chemical Analysis of Water and Wastes. EPA 600/4-79-020 (Revised, March 1983). EPA/EMSL, Cincinnati, OH. EPA METHOD: 9071/9073 Reference: Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA. A00852 - 52 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Appendix E Release Files A00852 - 53 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Date Region Case: CLOSED l PENDING If' Case No. O DEQE OIL AND HAZARDOUS MATERIAL SPILL/RELEASE INCIDENT NOTIFICATION AND INSPECTION REPORT / AMENDED L L RESPONSE: INITIAL FIELD TELEPHONE 1I FOLLOW-UP 21E NOTIFICATION [ 2. MUNICIPALITY: -sOaL~ 4S 4. INCIDENT 1ST REPORTED: 3. ADDRESS: /6 Date L Time AMt 5. INCIDENT OCCURRED: Date Time - AM/PA 6. PERSON WHO 1ST NOTIFIED DEQE: Name/Address '-5 '}7> Tel. # 7. OIL OR HAZARDg)US MATERIAL RELEASED: a. Name: /Jt4fbt CAS # b. Amount Reported: Actual: c. Oi)Not Oil irgn JWaste Non-PCB/PCB ppm Soil Contamination Y/t d. Source: vehicle fuel tank drum -__tanker truck boat railroad tank/engin above-ground tank eaow-round tank-> transformer pipe hose othe e. Samples Obtained: Yes o/ f. Drums Retained: Yes / (if yes, specify where sent) g. Release Type: 'eak Overil Rupture Tank Removal Spill Dumping Othe 8. BRIEF DESCRIPTION OF INCIDENT: L 1:22 9. POTENTIALLY RESPONSIBLE PERSON IDENTIFIED BY DEQE: a. PRP notified Deportment Date:-,, Time: b. Name/Address ,ATel.13 //j # Name/Address , 1' XTel. # c. PRP received Notice of Responsibility: Verbal: Date Time Field: Date Time - ; Office: Date Time d. Responsibility accepted and proper actions taken by responsible person: Yes No e. Name of cleanup contractor hired by responsible person: 10. REGIONAL RESPONSE ACTIONS: a. State-cleanup contractor: Service Category: SC SSC SSI HM b. Contractor arrived on-scene: Date - Time AM/PA c. Further field response actions needed: Yes No (if yes, specify) d. Enforcement actions taken/recommended: Yes No (if yes, specify) e. Cost recovery recommended: Yes No Maybe I 1. INTRA-AGENCY NOTIFICATION/REFERRAL: a. Name(s) of DEQE employee(s) notified: b. Case referred within DEQE to: r2. OTHER AGENCIES NOTIFIED BY DEQE OF SPILL/RELEASE INCIDENT: Name: t '/.Date: Name: Date: Contact: Report prepared by: -St Signature TitlTitle COPY DISTRIBUTJON: WHITF/REGIONAL OFFICE YELLOW/BOSTON PItNKREGIONAL OMCE %/lev. A00852 - 54 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 e Region Case: CLOSED D PENDING H Case No. DEQE OIL AND HAZARDOUS MATERIAL SPILL/RELEASE INCIDENT NOTIFICATION AND INSPECTION REPORT / AMENDED 0 1. RESPONSE: INITIAL FIELD B TELEPHOI NE aW FOLLOW-UP E 21E NOTIFICATIC 2. MUNICIPALITY: - .__ 4. INCIDENT 1,ST REPO.RTEDt 3. ADDRESS: /- Date Time / 5. INCIDENT'OCCURRED: Date Time - .t 6. PERSON WHO 1ST NOTIFIED DEQE: Name/Address 7 Tel. # 7. OIL OR HAZARDOUS MATERIAL RELEASED: a. Name: 7- 2 1CAS # b. Amount Reported: Actual: c. (Qi/Not Oil 1jri9IWaste Non-PCB/PCB ppm Soil Contaminatic d. Source: vehicle fuel tank drum tanker truck boat railroad tank/ above-ground tank s-Iow-ground tankj transformer pipe hose e. Samples Obtained: Yes, ) f. Drums-Retained:--Yes S (if yes, specify where sent) _ g. Release Type: (Leak Overfill Rupture Tank Removal Spill Dumping 8. BRIEF DESCRIPTION OF INCIDENT: tWJ4k44 7, 1, -& A- ;';, /.' - - / 9. POTENTIALLY RESPONSIBLE PERSON IDENTIFIED BY DEQE: a. PRP notified Dupai-tment Date: Time:, b. Name/Addess /d x 4tz 4 Tel. # Name/Ad dress - Tel. #Zm c. PRP received Notice of Responsibility: Verbal: Date Time Field: Date Time Office: Date Time d. Responsibility accepted and proper actions takin byrsponsible person: Yes No e. Naine 63 leanup contractor hired by responsible person 10. REGIONAL RESPONSE ACTIONS: a. State-cleanup contractor: - Service Category: SC SSC SSI HA, b. Contractor arrived on-scene: Date -- Time _AA c. Further field response actions needed: Yes (if yes, specify) d. Enforcement actions taken/recommended Yes (if yes, specify) I e. Cost recovery recommended: Yes No) -Maybe 11. INTRA-AGENCY NOTIFICATION/REFERRAL U a. Name(s) of DEQE employee(s) notified: b. Case referred within DEQE to: ,2. OTHER AGENCIES NOTIFIED BY DEQE OF SPILL/RELEASE INCIDENT: I Name:, Date: - - Name: Date: Contact: - 4 U .Report prepared by 14 f9I -- -t$1- 1 Y Title A00852 - 55 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 or~ ~ ~ ~ ~~~~ *3z 1.w7!t .C..*V .ap.~ DEP T REPORT Date: Regio ase: Closed Pending Case#: 1. RESPONSE: C} InitiiarlV Rce Follow-up Field El Amended a1tffield E Follow-up Office E 21E Notification - 2. MUNICIPALITY: 4. INCI ENT 1ST REPORTED: Time: AM/PM 3. ADDRESS: / jg__ _ _Date:. 5. INCIDENT OCCURRED: 6. PERSON WHO 1ST NOTIFIED DEP: Date: Time: AM/PM Name/Address: Tel. # 7. OHM: a. Name: CAS #: b. AMOUNT: Reported: ::..- - Actual: c. Category # d. Oil/Not Oil Virgin/Waste Non-PCB/PCB ppm Soil Contamination Y/N e. SOURCE: vehicle fuel taik drum tanker truck boat railroad tank/engine above-ground tank below -ground tank transformer pipe hose other f. RELEASE TYPE: Leak O erfill Rupture Tank Removal Spill Dumping Other g Samples Obtained: Yes No h. Drums Retained Yes No Sent To: 8. DESCRIPTION OF INCIDENT: 4E - - 9. POTENTIALLY RESPONSIBLE PERSON IDENTIFIED BY DEP: a. PRP notified the Departret. Date: Time: b. Name/Address: - Tel. # Name/Address: - Tel.# c. PRP received Notice of Responsibility: Verbal/Field/Office Date: Time: 10. RESPONSE ACTIONS: a. Responsibility accepted and proper action taken by responsible person: Yes No b. Name of cleanup contractor hired by responsible person c. State-cleanup contractor:- d. Service Category: SC SSC SSI HM ASB e. Contractor arrived bn-scene: Date: Time:. f. Further field response actions needed: Yes 6)(specify) g. Enforcement actions taken/recommended: Yes ki(specify) h. LUST: Federal Eligible Yes- Co i. Cost recovery recommended: Yes ( ) Maybe INTRA-AGENCY NOTIFICATION/REFERRAL: a. DEP Staff Notified: - ER Lead: b. Referral within DEP to: (Name/Program/Prog. #) OTHER AGENCIES NOTIFIED BY DEP OF SPILL/RELEASE INCIDENT: S2. Name: Date: Name: Date:- Contact/Phone: Contact/Phone: report prepared by: i . a r"1aaL Signature--- tle: - COPY DISTRIBUTION: WHITE/REGIONAL OFFICE YE REV.9T I LLOW/BOSTON PINK/GOLDEN ROD/REGIONAL OFFICE A00852 - 56 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 p ! - -- - ' . '77~- .. _ _ _ _ - Page No. of Pages / 1JrrUJWla1 S & W HEATING CONTRACTORS 11 Perullo Lane SAUGUS, MASS. 01906 Phone 233-8564 233-1139 PROPOSAL SUBMITTED TO PHONE DATE LAVOIE,S BALLARD LANDING INC. 1-24-89 STREET JOB NAME 130 BALLARD STREET CITY, STATE AND ZIP CODE JOB LOCATION SAUGUS MASS. 01906 ARCHITECT - DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: **TEST UNDERGROUND TANK AT 130 BALLARD STREET PUT TANK UNDER 5PSI FOR A PERIOD OF 10 MINUTES. TANK IS NOT LEAKING AND IS IN USE FOR CEILING FURNANCE/WITH PROPER PERMITS. TEST W TNESSED BY FIRE PREVENTION FIC I Or Frupv0a0 hereby to furnish material and labor - complete in accordance with above specifications, for the sum of: Payment to be made as follows: dolars ($ All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifica. Authoriz / tions involving extra costs will be executed onty upon written orders, and will become an Signature extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Note: This proposal may be Our workers are fully covered by Workmen's Compensation Insurance, withdrawn by us if not accepted within days. )AXC4I111t f f rtU4IDB - The above prices. specifications and conditions ae satisfactory and are hereby accepted. You are authorized signature S&W HEATING CONTRACTORS to do the work as specified. Payment will be made as outlined above. I ./ .r..- -- . A00852 - 57 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 anuary 5,1989 fli. Dennis Dematteo BuLldLng Inspectoit Saugus Iown Rail Saugus, iass. 0/906 lit. Dematteo, I would like to in/orm you of a concean pentaLnLng. to an unden- gitound Aeatng oil staoaage tank,that ma be leaking. I was in- /ormed of this ieaking unde gaound tan iecently (tom oAnmeft tenants of /30 BalLaAd Staeetand did not want to come foawastd to Lile a complaint. The e(oe I am takinz. it upon mrnself to fLie a complaint of the leakLng oil sto/tage tank,as am concened about the env Lionment and hagandous waste. I was informed that the undenptound oil AtoRage tank has been leaking (o an estimated 2 (two) yeaAa. A new ol heating stoiage tank was installed by SMW OLI Co.(l believe that this isLAt. LavoLe's (atheA-in-law)in /986 inside the batidLng and was not vented out. /he location of the inside ol stoa 9 e tank, is on the side of /30 Balland StAeet,you will fLnd a gaaage type doo, it is thene the Oi tank was in- stalled. I was nf ormed that the unden ground tank is located peciseley Ln the same aiea outsLde the building. The iteason that the jonmet tenants know that Lt LA leakLng is that the oil (ill up that they would have deliveed fo heatLng puAposes would deplete Ln three days and they weae told by flt. Robeat Lavoie that the unde- leaked. 5jjound tank I have already Lnamed DEQ&,EmeAgency ResponAe,s.yoanne.. fchaud, and she contacted the Sauaas Fie Depatitmenton 9anuaay 3,1989. FAom what I was told is t at A. Lavoie sent Fite Dept. to an abutt ng neighboA, that has undergaound gasolike tanks. This is an OIL stoaage tank located at /30 BaliaAd Siert,not GASOLINE stonage ta'nk/. I would gieatly appiecLate it if youA offLe could look into this matte& and to det einne if the undeangAound ol tank has been pAesently dug up and Aemoved,oa if it ematais undeitgaound and -a thieat to ouA enviaonment. You may contact me at my business telephone numbea 233-3866 tfs. 9oanne iLchaud may be contacted at 727-5/94,&meAgency Response. Thank You A00852 - 58 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 4t N MONO mbsopvwjw--ft -- - m - A iNITIAL FEE C3 TEEEOHCME * FOLLOW-UP El 21E NOTIFICATION O MUNICIPAIlTY: C L 1S 4. I 4CIDENT 1 7 REPOTED: r. ADDRESS: /36' .d //p/rd Sf Darte // ,/f/ Time AM 5. 1NCIDENT OCCURRED: Date Time AM/PM U PERSON WHO 1ST NOTIFIED DEQE: Name/Address stw vS Tel. # OIL OR HAZARD9US MATERIAL RELEASED: a. Name: CAS # b. Amount Reported: Actual: c. iVNot Oil Non-PCB/PCB _ ppm Soil Contamination Y/N d. Source; vehida&Iuel d0uM - tanker truck boat railroad tank/engine above-ground tank ound to transformer pipe hose other e. Samples Obtained: Ys f. Drums Retained: Yes 4 (if yes, specify where sent) g. Release Type: Oe~v Rupture Tank Removal Spill Dumpin Other BRIEF DESCRIPTIO OF RNOENT: - - V* -AI POTENTIALLY RESPONSIBLE PERSON IDENTIFIED BY DEQE: a. PRP notified Department Date- Time: U b.Name/Address A /40 trd d?$'ALL Tel. f C -I/Of Name/Address / t Tel. # c. PRP.received Notice of Responsibility: Verbal: Date Time ; Field: Date - Time ; Office: - Date Time ; d. Responsibiliyacreptea-ndproper actions taken by responsible person: Yes No Ie. Name of deanup comanderhired by responsible person: REGIONAL RESPOR4Ni$Ni a. Stat Service Category: SC SSC SS HM b. Contrs Gote Time- AM/PM c. FurtherM eded: Yes No (if yes, specify) d. Enfaa Yes 'No (if yes, specify) Maybe le. C~o mm~uends Yes No .INTRA-AGENCT'NOT1PiCMilN/REFERRAL at Name~*tsidl~6fted||T 46jiii£sedC Ib. Caseh- oTHAG L TOECE OF SPILL/RELEASE INCIDENT: Date: - Name: eontiact:SZate xoft prepared byS Signature ALA Title DISIRBUT1Ot& *OfPCE YELLOW/ TON PNKRFG#OrA*4 C94EWEP RM' 8RP A00852 - 59 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 - - \ ....f VIM. A00852 - 60 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 MASSACHUSETTS D IfACmENT This form is to be used: 1. As an attacht n 2. As an Incident or follw Iinformation. 3. As. anatt eTj Response Date: /- Closed- No SA t: Initial Office Follow-up Office fnitatjd F -a nded Attachment Page City/Town: Sp Address: C. A A In Time: : AM/PM Half Town: 2 p cod _Time: : - AM/PM NOTIFIER: - (Name) Check if Anonyous l-- .... (Aff btit Err Descri tilon: - *fli% Ir U (I T' r b c - .. 'r ; (9 se (Bo siillil ITIONAL PRP INFORMATION - - fly: N e: Zip: s Phone:( ) - - Rode Ph ed: Verbal Field Office -- 3: Yes Io actor: - . nce Issues: \otified: 3 So red By. ,rie popy Distribution: White/Re iit'. f e t etIJwt tionallOffice A00852 - 61 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 I. INC. Environmental Remediation Services August 13, 1992 Conmnorwealth of Massachusetts Departent of Environnental Protection Metro Boston/Northeast Region 3 Attn: Emrgency Response 10 Con'rarce Way Woburn, MA 01801 Gentlemen: Enclosed, please find the original Bills of lading for the follcwing project: Town of Saugus Corner of Salem Turnpike and Ballard St. Saugus, MA Bill of lading #: 01 Dated: 08/07/92 Tltal Ibns: 7.81 D.E.P. #: N92-0017 If you have any questions or need further information, please do not hesitate to call me. Sincerely, C LEW BERKSHIRES, INC. Regina Simnons /Zs Ehclosure (01) cc: Lepartment of Environmental Protection Boston Office File E017 3 South Main Street * Lanesboro, MA 01237 * 413-499-9862 -7'--,'4 * V -, A4Yt~~AC r A00852 - 62 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 POLICY i Ws-sq-001 IL.L OF LADING 0: DATE: DEQE CASE A: AaL-6I)/7 GENERATOR NAME/ADDRESS: SITE OF GENRATON 0 WI10&IAb d og cV-S ST EETtd/i 4r///XvAAA/nft STATE LONRCWfEL 42,3/- &K TRANSPORTATION ACCIDENT" -Y Zs TERJAL DESCRWION (TOTALPROJECTEDQ'UANTTrY): NTAMINATED SOIL: 9 .f CONTAMINATED DEBRIS: * -boep ab&soidst wM1mnt) vol (cu ydd, voli~ 'mv) rer d' ___g.:___) IE OFCONTAMNATION: ANALYSES lACED? / suonmcL #2 oil -.. 64 oil - '6 oil ether ("ecity) Voaults: Y _ N TP:_Yr NSPR NAME/ADDRESS DESTINAnON FACIL!TY NAME/ADtDRESS: I 1A/oA~e~7-Zt $6 /- JDL Er -~~c ?Z / s-- 7&Bc TYPE OFFACILrrY . Recycn Lmndri I Acra. : f.r EfRATORS SIGNATURE: [M E ITEMS MUST BE DbR TbDEQE AU WR2ZATON: DEQE SIGNATURE (orijrAting nliety applicable) DEQE SIGNATURE (destioauon li'on) a - REGISTRATIO QUKN1Ty SHWPED rGISTATON T TOTAL PROrCIED -/ tn) 'l(u~ -ttAT,- D E .-- 7 2. SHPTODAT1 RATOR OR RECEIVING FACfLITY REPREENTA7YES THIS LCAD(u REMAINING TO BE S Iap ED r: SIONA~tRE DA ______ GFACilTY - ENTA7S "NATURE DATE ?.f222-ARR q GENERATOR JS RESPONSIBLE FOR RETURNING COMPLETED FORM WITHIN 5 DAYS TO DEPARThMENT OF ENVRONMENTAL QUALITY ENGINEERING BWSC/EMERGENCY RESPONSE B8ANCH O\E %IN'TER STREIT. 5h FLOOR POSTON..MA 02105 o STHEORJGLNATNC REGIONALDECE TfON OR MISREPRESENTATION OF ANY OF THE INFORMATION ON THIS BILL Of LADING IS A VlOLA'lO J'- WC AND 310 CMR 30.006 AND 30.007 AND IS SUBJECT TO APPROPRIATE STATUTORY OR REGLZATOJ.- A00852 - 63 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SOF LADING 0: DATE: DEQE CASE a 4L t22M-1 srmOFGENERATION: IGENERATOR NAME/ADDRESS: S7- I /YAAf,/4fl U 8, STATE TRANSPORTATION ACCIDENT? _ Y N IONTACTfl-~ j# 4 o p3/- &/f MATERIAL DESCRIPT1ON (TOTAL PROJECTED QUANTITY): CONTAMINATED DEBRIS: Uabsorbnt padi S bsotbcnio.;s :i(r l O TAMINATED SOIL: vol (avda)v.tedyv d _ ~_ ( o *I (en) vel (m vd') ANALYSESA ACHED? r sasohneOF CONTAMNAT71ON: .41 2 oil _ 4 oil _ '6 oil omer (mcity) voa.le.:. Y _ N TPHi: _Y TRANSPORTER NAME/ADDRESS: DESTTNATION FACILITY NAME/ADDRES$; C ,'n~v 5/_./6Jtlrs//S~ 5S /ZE/Z If0otm02s/ / , -/ r 1-1 -' CONTAT/ Lim4S>Kc-t7SB6 TYPE OFFACILITY: _- Recyclins _ Landfl -4 ' flor ORZATION: DEQE SIGNATURE (orgbuing ntji RcKlaMlR REGISTRATION QUANTITY SHIPPED: t (it) vol (cu TUTAL PROJECTED REGSTRATION SHIPPEDTO D1141o _____EAT__DATE- -2 T-US LOAD (TOBaSHED) ICNArTURE: REMAINING TV BE SHDE D n 2 Z,~f IMPORTERS SIGNA EUR j,.4 ifIVINC FACOLrVY RP SETATIVSS'?iA IUE A/~4Q1 DATE ___ GENERATOR IS RESPONSIBLE FOR RE1IRING COMPLETED FORM WITHIN 5 DAYS TO: DEPARTMEN7 OF ENVRONMENTAL QUALITY ECNINEERJNG BWSCSNERGENCY RESPONSE BRANCH ONE WINTER S7RET. 5th FLOOR BOSTON. MA 02104 THE ORJGNATING REGIONAL FFICE CATTON OR MISREPRESENTATION OF ANY OF THE INFOR MATION ON THIS BILL OF LADING IS A VIOLAJ f'V .C. 2C AND 310 CMR 30.006 AND 30.007 AND IS SUBJECT TO APPROPRIATE STATUTORY OR REGLLAT'j,.' LTIES. A00852 - 64 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 -r~.-s - n1UZ"ION EXAU OF WABTE SITE CLEANUP nETROPOLITAN BOTON/NORTHEAST REGIONAL OrFICE fEQUEST TO TAMSPORT PETROLEUM CONTAMINATED SOIL Bt BILL OF hADING This cover sheet should accompany all requests and submittals to DEPINERC concerning the movement of petroleum contaminated soils, as governed by tFP Policy-MSc-400-t9, "Kanagement Procedures for Excavated Soils contaminated wit" virgin Petroleum oils". The purpose of this cover sheet is to ensure :haz proposals are complete and accurate. Guidance on soil characterization t.rc management is provided on the reverse side. CITY/TOWN3 .3dt/S if Known: ADDRESS ,1/4'7? _f5 DEP spill 4 Z2i2LZ DEP Case I Contact person for this submittal: Name oz/' Phone Number 6/ ' p Indicate what is contained in this submittal: A complete aill ol Lading with original signatures o Brief cite History/Description Information eAnalytICaI Data- 'rom a DEP Certified Laboratory _VOC headapace data o if proposing landfilling. justification of why treatment/recycling Is no: feasible U A stamped, self-addressed envelope for return mailing of Bill of Lading o Other: Statements and Certification Were soil samples obtained in a manner that accurately and adequately characterize contaminant levels in the otockpile/soil mass under YEs evaluation, as specified in DEP Policy #WSC-400-8Y, and in conform- ance with standard and accepted industry practices and procedures? C NO Based upon site history information, the analytical data obtained, and an evaluation of all other pertinent and available information, YSYE is there any evidence or reason to believe that this soil Is I contaminated with anything other than virgin petroleum oils? I certify, pursuant to 310 CNX 40.011, that I have personally examined this submittal and em familiar with the information contained in this document and all attachments and that, based on my inquiry of those individuals immediately I responsible for obtaining the Information, I believe that the information Is true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including possiple fines and Imprisonment- signat Printed Name A00852 - 65 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 I POLICY sWSC-89-OO1 Rn BnL OF LADING o: DATE: DEQE CASE# I SnTE OFGENERATION: GENERATOR NAME/ADDRESS STREET A {Y U Y,4Wfn S t STATE A/A. I CONTACTM. - / TRANSPORTATON ACCIDENT' - Y 4 - MATERIAL DESCRYIPON (TOTAL PROJECTED QUANTTiY): CONTAMNATED SOD.: Z CONTAMINATED DEBRIS: I absoitxn pad: * absorn y (Wtn) vol (o yd.) voI (ct yds) ,mald dri, coe (66c. TYPE OF CONTAMvNATION: ANALYSsAT ACE-D' poImc. _ l oil 4 4 oil _ 06 oil oer (tnciy) voltb:mY N TP: fy N TRANSPORThNAMEADDRESS: DESTNATIONFACILITY NAME/ADDRESS: C/cnp/ SeAA.. /(4e 96 . /Os/F S7 - ' S- $$$A/7-96 ' CONTAaYTL. s: Si/f 3 >/- Z78c6 TYPE OF FACrLrrY: -_ Recvchn1 ___ LandflP _ nc~'o GENERATOR5 SIGNATLRE: DATE (ABOVE ITEMS MUST BE GO DEQE AL AU'THOflATION: DEQE SICNATURE (oigmuns ngiiy9: I~ (if Apphic) DEQE S)GNATURE (deuniaaon vticn): DATE: a- - ' RUCXTRACTIOR REOISTRATION QUANTTY SHIPPED: "1(tonz - TRAILE REGISTRATION .JTOTALPROJECED _ LEFT, Sl-t AT_ DATE 5HI??ED TO DA TE . LCGENRATOROR RECEIVING FACLT-Y REPRLSENTAT7r'S THIS LOAD (tsunatsd) _ SIGNATURE: REMAINING TO BE SHWPED TR-ANSPOR'mR'S 5I0NATURE DATE, REc:VING FACILTYREPPZSENTATvFS S)GNAWRE - DATE _ ARR - U GENE3RATDR 15 RESPONSIBLE FOR REIrJRNING COMPiLTED FORM WTTHIN 5 DAYS TO: DEPARTMET OF ENVMONM$ENTAL QU'ALTYEN1NEERNG BWSC/EMRGENCY RESPONSE BRANCH O\E WjNTFER STR=ST. 5l FLOO U ROM.7\. MA 0210 I 7HE ORJGINATINC REGIONAL O2FlCE FALSIFICATION OR MISREPRESENT ATON OF ANY OF THE INFORMA TION ON THIS BILL OF LADT & 15 A V) C..& ) M.G.L. C. 21C AND 310 CMR 30.006 AND 30.007 AND IS SUBJECT TO APPROPRIATE STATUTORY OR REGULA7'9A' I PENALTIES. A00852 - 66 Proposal No. 604952-109691 3 um . Ut u-ec: I. As an attachmient to an initial report when more space is needed. 2. As an Incident Report for follow-up responses with no new primary spill information. 3. As an attachment when there is more than one PRP. Response Date: / / Closed: Yes No SA #: - ER Initial Office Foflow-up Office Initial Field Follow-up Field 21E Notification Amerded City/Town: - Spill Name: Address: - Reported: / / Time: : _ AM/PH E Half Town: Zip Code: Occurred: / / Time: p Notifier: ( ) - (Name) Check if Anonymous I ] (Affiliation) (Phone) Description: I1 ADDITIONAL PRP INFORMATION INam: Comrpany: Address: .Town: State: - Zip: Phone:( ) - usiness Phone:( ) -Hom NOR Issued: Verbal Field Office Date: / /Responsibility Accepted: Yes No PRP Contractor: contact:, Phone:( )- Noncom~pliance Issuest DEP Staff Notified: ER Lead: IReport Prepared By: Signature: IR-92a Copy Distribution: White/Regional Office Yellow/Boston Office Pink & Gotlenrod/Regional Office Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 GLA VA I .- 4S C TREEYr L 0E. MAS t -EQA.- 3p r 4 DA .- I PLEAS D )LIVER, Tj T OLP NAAX5 8I * 4 1- - t UiRM Affi"At -' ~i354-7%:. AtS4S:A cl cC.97 A00852 - 68 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 9f-s3 - - lVd4Y-&Ore 70/2t~1S-e S gt~~~~f~~~: e miar emes. Tou I -/24/92a " 07/09/9 l1z11:56 CEPOR? LIM.._ NREPAAED 02<0qfCRPQR G 7~- TO 50 !OMEY $I_ PH. 354-7580 54-95 'Is ATTEM CMLES CAS L AT i. - C. IEMT COPPANY CL MAI&Cz. 3. q ~ W URA2-AU R~-t5LE. FAtILI'V -IL--.---- ~~~ CAM8 DPEW 7YPE P.O.# INVICE PS- a WL 5 RE R JP FL ~'5 . P J_9 8 NC rkP_ TR($09 C. sUPLE ibEsrIICATlm TE$t CD# ned tAC uned *, I~ ncrirrer Q1 llr---i "TLu jXL..k 3 ErtBj 1QF -.. ETCLP t ISkEY jAJ$AC~jght rc L~J-Y j Mlt~s (XiRAC'Ij d2& LCLL 9CRA T JCLP RC$A #f $te TCL*P TLEPy UI&J.L At. Lt U U U U I A00852 - 69 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 wammuts hp igspie ZM-U lb FRACTION _IA TEST COE TojE_ NAME PM OG. SOt - TCP Date & Time Collected Vj4W Category 113IL Igkt voJ4A2ILJf EPA CAS TOXicliT PEGULATOR MFETWOD RESULf MATRJ RESULT HWNO. NO L CNRAR'TEi VIC LEVE. DETEC' (MG/f) SP!G% (MG/Li (1) (2) CONTAINWAN iT tMGI; LI? (3; ktcc0vlgv 0018 Y1 43-2 3e\Zmn,. 86.0 0019 .623-5 Carbor. etra ND i08-90-7 thieroberzav NO At 0022 67-66-3 D022 I, r hfor --- t 17-06 2 cthI rie 21_5 020 No DO27 75-35-4 ,-Dich loroethytere Q, Q2Q 0035 M-;3 3 -keter4e 20__ 020o eD 9.0 0039 Methy(-etyIItrachloro thylerCe 7 Qg? 9L 204P 79,01 6 T7ichieroeth _ND 0343 75-01- 4 ch or Vin.yl fde 0. - (fl1sl W __ p votes and 00einitions for th S Rporti EXTRAC"ED 2t2w92 DATE RUN 20/ 9 ANALYST _C OILWJTICIN FACTUR: _:.0 90 a not detected it detect ion Tbit (1) taiardvvs 6este Wiler (2) Cheieal bsrect S*rce Wumber (3) Uncorrected Rnsut (4) Bias Crrected Resilt A00852 - 70 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 w-I' - oesm0 103wl MacPLEd; 01/24 tsutt. by 1&.ta.. SAMPLE 10 1 LITER I FRACTIO WA JEST tDE PCB U NAME PCR - g6- g Date & Time Co tccted k/24/92 Category 90LK CAS 1011. RESUT ;.I:T ,Jiir$ ANAi'VE I 12674-11-2 Mt Au ocier 06 I1 104-23-2 -- $ I 11141-16-5 M-N: A rlec c 33 I 53469-21-9N 0.1 'g/x 12672-29-6 D Aroclc.r 1248 I 1109?-69-1 . Arocr cr Atot r I 37324f-55SC U mg/Kg Ar od~or I M62 Aroctor I Note and DtfiWtions fo s teport: EXTRACTED: 06/29/92 I DATE RIJN! ANALYST: INSTRUMEMI: . PI I DIL. FACTOR ND - Not detate at detectox limit I I I I I I I A00852 - 71 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 I.- SAMPLE ID 1 LITEE . ACTION MZA TEST CDE *CPA T NAMETCLP RCRA METALS (8) Date & T me Coitected 21 Ca - Category RIkL IJP A31,Lg S-A CAS CRi QEGULATI V ME!:c MATRIX RESULT 101, IACTEPSTIC wWNO, NO. CNM LEVEL DFrEC7 (MG/Li SPIKE% (MG L (1) (2) TAMINANT (MG/L) LIKii (I) PECOVIER 0011 7440-22-4 Si ve- 5.0 01 DOD I e"mi 5.t 9 - atov 0006 74l-43-9 00 0007 7440-47-3 1C 7 459-92 -1 5.0 744r--8-2 Arsenic 5.) NO ND 0009 778249-2 se tena 1.0 (IQ D009 Me ry 0.? 00j - Notst and ODef4otions for thf i Report: EXTRACTEC 04/F4/9 DATF kUM Qkatifl ANALYST !NSTRLPEN' i29. CAAA O 1 Not detacted at decr, tir,:t (") Heradous Waste MLltr (2) Chemival Ahbtr,'ct Sr,'fv k nt4 - (3Umo-rected &esukt (t) Bas Cor.-aced Ret7t 2c-t-- -- I A00852 - 72 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 - lWIt unt rqb 6 W20-3s6 ME I1111 10140O"ts by Swito SAMPLE ID 1 LIM7E FRACTIOM QA TEST CODE TCLP NAME TCLP lt.ClDE5 Date & Tim Collected /24/92 Category MU,_ EPA CAS TOXICITY REGULATORY METH O RESULT MATRIX RESUL? NW NO. NO. CHARACTERISTIC LEVI1;L DETECT (MG/L) SPIXEX (MG/L) (1) (2) CONTAXMANT .10L:; I.IM: (3) RECOVERY (4) 0016 7-74 -9 2.4-D 10.,3Ir 0017 93- 72-1 2,4.5 TPmF) Netes ard thitice for ts Rep->rt: EXTRACTED DWTE PUN A4LYSF pP idsJianrrt i7O' DIL. ACTOR NO C not deter-ttd ct jettction dmfta s4zrd-ous g*.te huier (2)Ch col AbntraTct servi:v Nwiber (12> Uncorretted Rnus.t t4) Rias Correc::ad htesuit I ii; A00852 - 73 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 OW. m i wot or dr a fl-oS-s6 itawfrts r saqwA SAMPLE ID 1 LITER FRACTION QZA TEST CODE £CLPP NAME 'ESTICIDES -TP Date & TIm ColIected /fd/9 Cateoory iL_ EPA T'3k ICIlTY Zt$JLOTY "V4',10 AFSUL- PA[RIX PESUtL IN MC. NO. MhAtACPSr:C LiVEL orTecr MAGI 5DrEt (M( Lu (1) (2) CON TAMIHMAMT ('M/L L T M&Y (4 I D020 57-74-7? )rds-re U .03- C M012 72-20l-C in 0G.02Z I 0031 7-44-C tachfor rrv,0J.C$ OOu& I D031 7024-573 Nep 0013 58-89-9 htnychor -. 4 0n1A 72-43-5 Tex apone I 1C4 9 -___ 0015 8001- -35-2 U JOtfrA ad De'iiioria for eisRer; EXTRtACTED 06/?9/97 I DA7E RUN O7/i01/92 AhkALYST __2 1WsrYussIT 323 U DIL, FACTJR I ND* not deter~te at 6etacue t~ 'in: U CI) Rezardovg Waste Mutber (3) Uncorrected Ieevt U (4) S!sI. CorrecteJ Resutt U I U U I -Th I A00852 - 74 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 . ------.- -uma or - SAMPLE 10 1 LITER FAACTION 2A TEST CWE TCLPV NAMEA/E EXT. SIL. TCLP Date Z Time Cot tected 06/24/92 Category Elk EPA CAS tLT 1- KXi LL1r L S - 3 NWNO. M ';HARACTERiSTIC aiL 0Z iz (pe i ia ' L (1)~~~"IICREAMIN (i0 i 0233 gg . Ry 3 p026 Cflot (ctWi) 20 0. 0030 121 14-' 2.4- r~ rottrnw V. - 0132 118'A - 0033 e?-68-3 Nex4tcioot4taciene -.5 0034 67-621 !eIcAVlrxher 3.0 J2 0036 080" 54-1 srobemer:4L 003T 8-36-5 P!ntschicroshenec 1200 303811-86 1 yfd!rn .0 0 ------46 0041 95-95-- 2,5-rchloro 4;)0. -3 rC010 ,2 304288-%-2 2,4.6-Tr icotvorcgmo 2o _7 D027 106-46'7 1&L-0ichto xrcenz .5 ?it 7e - kote. art D nitiC.s fr thie . EXTRACED'...... 06|Zf DAE 4MN...... - 71C9f/ ANAtYST...... ---J INSTRUMEhT ...... HPI OIL FACTOR.-... __I ml etected At detelo-, nit (1: wat aste Muntbt (2) ChemIcaC Abstroct i,-v ce N'ster (3) Unc.rrected Result (0) gist 2zerected Reauir A00852 - 75 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 I g| T IS.r od S 92-06-M6 fEET am TELP NAM fT. TL;,t RlD . EPA NEINW: 1311 Rferrc.: Fed-r*' Rsgiser/ eVo. %5, No. 61/ .une 29 199. Juhtt and Rega1 at ons. ApoerdiX 1!, T ,ity Dmtrtesa proceue 01C"P, ?EST Ct &T-LPP wb X1. f2jTg EPA NEido: 13!' aitrarce rd*rtl Regfcwr voG . , hc §1/ Pj 2 F . NLt~d P-ocere 19t C006 grn NAME £ A MEINO:T '1: Vc- a e O-osr.lt ahctor. tifarc: Ftnarsi Mog'st M > Me.f, *- .940. 20 S ala~tko. pweMf i. %Xout7y charr ic ac g rocturu (tCLF). IEsT CmE ETCL AEfA GRACTIJMCAP LS EPA MEtHN: 131th Sn'voLtte FAction. Refrence: Federa' Register/ Vol. 55, Me. 61z .r 20 , :tOn tmr *.gu*rtet, Appmndi it. Toxicity Chect-iatic L.:ning Procevre !1CLP). T WCE 1W"C 4AIE mTa A EACIj01 t 1 T C_ REFERECE; Apperby I to 4a tr, Part 26Z. loxicity Chaterlstit eaching Procedurc (TCLP). edrsI Aesistt, S1 (216), £0604-43653. TEST CODE EILHJS KAME M!ALSU EiY1_Ly PAA EFERteNCE: I EPA fETHnO 245.! Mar-ry. flethods Uoi c Ai a rsa of WrNter and Westn. EPA 600/4-'-020. I TEST COE PC. NMEWANE4-M0 I EPA MthMd: 080 Rerrnce: lest Methods for Evauatkrs sot al ayttpw xethod S EPP S'J846 .hirl idit -:) 1986. U Offit. .t so!d 'aet., USEcA. I I A00852 - 76 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 mw P.m t r su a n-s vae. ase-&ennmtea -- U fldflfl. TEST COg NAME T.P pRtnDEt EPA ENOD 1311 4 tt .er.'c: 'ederC' 'egntrj Vol. MS, k'. ' A, ?Cz 199. aea and 2/96(lad0,4- Apgpodix 17 T~ lv ' -SO 9 '3'trn eCuhv Raarae Pedrr NgQis r Vol. 5. Mc. bi/ wum 29i: A !. 1 TESeXC afl7 SSM2.4C N *i- 3 . y ~ ri csaha Prxoerq (CLP). TE$ CODOIV t ( IAM< PLA.AQI. f01 L, EPA METHOot 1311. volato i Organicado Refrrit er: Regwister/ vol. S , No 6/ lune 29 '9n. Rige and RgUist Ions. Ap nre- f . ovuciry the'mte-fs-:'c teh Ng Procare (TCLP), I U I U U U I I A00852 - 77 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 It -t -2 'Si ---4- "4 ti -' 4 'I' t I N -",~ 'C z Nt 7 if I- 0 'N LU 2 -C " '%'. ' K -'4' N' A - t ' - C-? - --- .- a .9 -*, 4. 0 3 - 'I -> IL -5 5 9 'C C- - u 0 1- a: za I k'- ci - I- A, AS -c ,t~., ~'~~ 'CS -2 44~ -t - .2 p1; -K -- V --- , K 4--. - -_ '> - 2 0' 4-, 0 'I '2 - ----I-- -iC I C * IC Uc §1 - 0' "4 1, ,, - z O -~ I.- p o' A. -a - C-, C. SAUGUS. MASSACHUSETTS 01906 ~TEL. (617) 2314145 JOSEPH ATTUBATO May 26, 1992 Mr. Anthony Guarciariello Chief Emergency Response Branch D.E.P. 10 Commerce Way Woburn, Ma. 01801 Dear Mr. Guarciariello: I have recieved your notice in regards to a small amount of con- taminated soil. I am very concerned about this as well as the D.E.P. A water break occured near a Gas Station, the Public Works was involved to make repairs to the water main when it was discovered, that the soil had sone contaminated soil. Where the responsibility lies is in my mind a question mark. However, the one truck load of the soil was taken to the Public Words Yard and left to be disposed of. In the meantine it froze and stayed that way until sometime in March 1992. I then made attempts to have it disposed of with the help of Valeri Armstrong, I finally had some one to haul the soil, but the cost was to much for the job, $ 4000.00. I was hoping I could wait unti FY-93 was on line, then have this taken care of. I will have it done sometine in early June 1992. I will keep Valeri Armstrong involved to let you know our progress. I would appreciate an extension of another 3 weeks to clear this matter up. I am anxiously waiting for your decision. Sincerely yours, Joseph Attubato jiirector, Public Works cc: Valeri Armstrong A00852 - 79 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 JOSEPH ATTUBATO oDrectov May 26, 1992 Mr. Anthony Guarciariello Chief Exergency Response Branch D.E.P. 10 Cormerce Way Woburn, Ma. 01801 Dear Mr. Guarciariello: I have recieved your notice in regards to a small amount of con- taminated soil. I am very concerned about this as well as the D.E.P. A water break occured near a Gas Station, the Public Works was involved to make repairs to the water main when it was discovered, that the soil had some contaminated soil. Where the responsibility lies is in my mind a question mark. However, the one truck load of the soil was taken to the Public Words Yard and left to be disposed of. In the meantime it froze and stayed that way until sonetire in March 1992. I then made attempts to have it disposed of with the help of Valeri Armstrong, I finally had some one to haul the soil, but the cost was to much for the job, $ 4000.00. I was hoping I could wait unti FY-93 was on line, then have this taken care of. I will have it done sometime in early June 1992. I will keep Valeri Armstrong involved to let you know our progress. I would appreciate an extension of another 3 weeks to clear this matter up. I am anxiously waiting for your decision. Sincerely yours, Joseph Attubato -Director, Public Works cc: Valeri Armstrong A00852 - 80 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 --- sestas: ifr'o Lsoda4 41r lo-;ZVo - r Zte fre-i/w c tm -~ 0k FI I R~et ,t4 ,' s-or T- .ev i Ci laA~~jhoeter i ie 4 N J-eccde w. rt At c{ E f ? L<& I S-e 'e / CAr--' , Av' aPAte etc, Co I, &xc4 ,f' iec I cwrtsocA /A 2 I Ort-ifJ w44rbe k tt 1 chrcUa r s-ce dl l/Z IkAw f ort iAn' w.V rigafyt 4 Ade'f{~ 7$' fI+ i ,'t 7 _f /yw-g racS I Sa L/-e Q C-tl. tel( Cset 4 y is c-p fl-isgr '- Ihi /'1t~ t-e o7Q7g - SDet Is I cPo C- &~A Ii 7 * 6 70t: 23TF El I t4oo rept : / 2 I y-orec) ,674 J y sct, obT4vve irrt4 WA39 *1- I4- A00852 - 81 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 p6 of Initia iel Foll ield 21E Notification Amended city/Town: 7 Spill Nam e Address:' ...... 't Half Town: Zip Code: Occurred: / / Time: AM/PH Notifier: (Name) Check if Anonymous [ I (Affiliation) (Phone) Description: 5 0A Kt0L4, ,Fe. 4 -z, 0 V~tYV re/- t -I A / I, ~ I - 1 ADDITIONAL PRP INFORMATION Name: Company: Address: Town: State: Zip:_ Business Phone:( ) - Home Phone:( ) - NOR Issued: Verbal Field Office Date: / / Responsibility Accepted: Yes No PRP Contractor: Contact: Phone:( ) - Noncompliance Issues: DEP Staff Notified: ER Lead: Report Prepared By: - Signature: - .- IR-92a Copy Distribution: White/Regional Office Yellow/Boston Office Pink & Goldenrod/Regional Office A00852 - 82 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 - nAvIronunental Protection Metro BostorVNortheast Regional Office WHiliam F. Weld Daniel S. Greenbaum,Dane nbauJune 22, 1992 T6-Town of Saiugs Noncompliadce with M.G.L. 298 Central Street c.21C and 310 CMR 30.200 Saugus, MA 01906 Notification to Remove ------.- =- - Stockpiled-Soils----.- -- Attention: - Joseph Attubat-u------RE: SAUGUS - ERB-N92-0017 NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL I CONSEQUENCES. - Dear:Mr._ Attubatu:- A review of Department records in the Metropolitan Boston7Northezst Regional Office indicates-that a release of waste petroleum product was discovered on January 3, 1992 on your property located on Ballard Street at the corner of Salem Turnpike and 139 Ballard Street. As a result of activities already taken to address the release, excavated soils containing used waste oil were . authorized by the Department to be stored at the DPW yard, 27 Hamilton Street, Saugus, MA. Soil was first stored on your property on January 3, 1992 and our records indicate that this material has not been removed. Used waste oil is a listed hazardous waste pursuant to 310 CMR-t.3l0 t-thus making your waste soil subject to the provisions of M.G.L. c.21C and 310 CMR 30.000. Furthermore, a threat of release of-this material and/or a direct contact public health hazard -from_the _soil; constitutes avtiolation of M.G.L_-_2.1E anC regulations promulgated thereunder. After receipt of this letter you will have 10 working days - - -to-submit a copy of a signed contract with a contractor capable of disposing the material in accordance with 310 CMR 30.000. This contract should specify a time frame for the disposal of the contaminated soil, which must occur within twenty-one (21) days of the receipt of this letter. 10 Commerce Way 9oburn,W Massachusetts 01801 * FAX (617) 935-6393 * Telephone (617) 935-2160 i-ti--~~~~~--- - - I--A9- A00852 - 83 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Failure to take the above action(s) by the deadline listed is a violation of M.G.L. c.21C and 310 CMR 30.200. SUCH VIOLATIONS MAY RESULT IN THE ASSESSMENT OF PENALTIES, and the Department may start assessing penalties at the end of the 21 day period. IT yon have anyqdestions -about this maftter, please contact Valerie Armstrong of this office at 935-2160. -. -- erxk-truly/tyri,1.- - I - rHthon y Ak- Gua'rciariello Chief, Emergency Response Branch ARG/VA/ae ccWDEP, BWSC, Div. of Response & Remediation, Boston DEP, OGC, Boston DEP/NERO, Attn: Edward Pawlowski EmiL>: -- - - tV . 1/890T A00852 - 84 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 FACSIMILE CQVERUSEJT DAE: _/30/ COMPANY NAME U TRMESTEVENS ANALYTICAL LABORATQRIES, INC. FAX # 617)438-0173 USVHJEOT Au3I F i s y rv S IC!LUDIG COVER SHEET) I A I .. i-I Z~ -- d /1 IA -2 M/ (___. 76 * p -J4umor A00852 - 85 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 n -- 7 .89 5K1 RUN # 5 JAN/ 16/92 15 121 : - 6.39 WORKFILE !0. C WORK$FILE NAME: AREA% I . RZT AREA TYPE AR MT 0.63iAREW 0.60 171340 BY 0.153 1.22 22433 VH e. 048 1.72 3.8514 E+08 t SHH 0.90 84 .0 2.89 5 5452E+97 t SHB 0.117 12. iO 6.39 165580 TvYR e. 895 0.036 VB 1.01 258620 vv 0.187 10.29 2l 4870 0.114 0 . 41 18.60 134820 BP 0.?97? 11 .88/V 159950 PB 0.897 14.04 680490 PY 14.36 52 VY 6.125 8.24 . . 1478 436840 YV 8.136 0021 15.04 e3260 0.109 .03F 15.41 L/ 168101906 P8 0.141 16.32 2 8 £ 2530 0.121 0.1I:0.14$ -16.59 5 73750 PV 8.164 88.125 862 17.87 1446548 By 0.693 8.832 17.99 3 '0160 e.115 e.08i I8 .24/ 918600 .YYVV 0 16a '7480 VY 0.132 e.2 ii 19.89 8 43640 W e. 170 19.3M 8 44?90 V8 0.149 20 18 2770950 0.152 0.6 20.55 2 25398 PY 0.025 20.68 3 8298 0.085 0.06> 20. 80 711090 .9.119 8.6b' 21.54 2 56839 V8 0.122 21.?S L46930 0.114 9.:: 21.86 538900 PV 0.144 c.05 22 86 a89470 2.116 -22.53 2 7668 0.149 22 78 3 42840 8.129 23.84 176538 .0.129 23.42 5 85860 vYap 0.243 23.95 415960 0.172 24 53 2 v 0895 25.11 605372 PtYV- 0. 2 .25 85 191780 e.128 8 22.02 a34500 PB 0,178 2259 268180 PVY 0.185 ap 28,02 249140 PBVVt 0 185 e r 28.26 304268 0.104 02 ' 31 28 138450 0.104 - 32.2? 17980 V8 .0.230 48334 1243608 PBa 0.309 35 88 26980 0.196 6 38.25 292830 6.160 77 7 -- -.--. II/890T I A00852 - 86 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 -m- - - .0.97 py 6.039 6. 163 1118080 8.640 g.03 617900 YH -:- 3 91 a.044 e.148 3 1.251.16 3.7324E+68 ?SHH e..776 84.561 T' 2.381.43 385640 OTUV 0.034 @807 2.79 1674680 TPB 0.036 8.244 ?.4291E+8?7 SHB 13.692 5.503 3.08 686669 TBY 0.836 0.137 3.27 690186 TPP 0.042 8.156 3.41 99939 TPY 0.838 9.023 138790 Tvy 0.849 0.032 719190 TYP 0.853 $. 163 3.88 525630 rPB 6.865 8.119 4.44 259860 BY 8.063 0.059 4,$2 186860 0.0?1 8.842 .65 4.93 242050 1PV 0.865 0.055 ~2 5.46 244168 P? 0.061 8.055 3.65 6830188 SP9 6.8793 6. i 479788 TPB 9.109 6.40 347380 BB 0.079 0. 124 9,6i 6.82 251670 SP P,181 7.47 3721820 9.954 1$. 8? 0.98 0.094 9.01 i61380 P?' e0 104 0.037 9.50 133100 0,124 0.295 9. 86 6252100 @.114 1.41) 10.29 606010 0.141 0.13? 13.7 18.59 326198 8 112 0.074 2350100 PtY 0.099) 0.532 15.38 WW 11.87 /126220 PBVP e. 029 l6.55 12.33 165140 BPVB 0 105 13.66 422?0 0.129 0,096 13.95 239470a 9.13? 0 543 14.33 115986 0.105 0.263 14.64 236930 0,89? 8054 14.73 659908 py, e.123 0.195 15,386 3317700 0.090 0.752 16.55 966950 V 0.219 17.02 -339630 PV 17;83 . 145210 11.033 0.0.129!96 1?,95 409538 P9 9.077 242250 sW 0.055 18:23 PyBY 713610 6.8.102 1o6 0.162 18.57 225900 B.0.094116 0.051 19..07 791939 VY 0.1560.126 8.179 19,33 689758 V 0. 102 a ,156 - 27455e v 0.139 e.862 28.13' 398740 W - e.e1es 559109 VB 0.891 8.127 - 21.47 212359 BY 0.126 0.048 21..82 399280 vy 0.131 8.891 22.03 176460 W 0. 087 $.8 48 23.00 98033 0.935 A * 0 23.14 265990 0, 171 o . else 'V 23 40 337520 0.184 8.V) 23.9E 22?70 0.139 8. 852 27.4?. 3a6009 BY 0.0)4 V. 94 213278 W . 9.848 - 9 1-OTAL AR-A= 4.4138E+08 IUL FACTtR= I.809E+00 U - i 3 MOT A00852 - 87 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 .67 I. 7.91 I 14 .3 32c. i .3 r- 34 .8 36.51 '3T - RUN * 4 JAN/22/92 12186:04 UORFILE ID: C WORKFILE NAME: AREA% RT AREA . . TlYPE AR/HT AREA% 1.44 3.6829E+0. tSPH .765 1.931 .8299c+08 SHS 9,4J95 21.693 25 .67 6273 pa 9.052 .29.993 74296 PB 053 9. 01 ~tiIi 2791 . 39V8 0.848 28. 72 110389 B 0.067 0.02? PVpa e9.14 76721 * .846 9.6 29.93 -. 299570 9.132 38,32 143850 VV 0.99 0.863 63649 . .59 14 31.83 2121?9 P9 0.868 8.030 23) 31.43 79525 PV 8.094 31.84 129850 PVy e.095 0.049 V 32.14 292050 0.086 6.159.02? 32.92- 86493 0.068 g.9168.862 36-! 0 33,03 227640 0.113 9 O49 33.32 378030 VP 0.1 W PP 8. 697 34.81 486870 0.149 e.036 35.32 24360a PV 0.193 Qe:?1 I 36.$l 268929 BV Ai7 --.--.- -. 1l9DT I ______ A00852 - 88 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 NJ:4 7.81 RUN # 6 JAN/-22/92 1.3 56 U WORKFILE ID: C WORKFILE NAME 1 AREA% RT AREA lYPE AR/HT 1.43 3.3940E+e8 tSPH 8.6%6 1.93 6,6528E+07 S88 0 276 95469 BB 0.884 8AR S 26.22 203350 88 .328 26.98 *73364 BP 6.647 27.65 70642a PY 0.141 2.98 437720 YP .102 20.23 56499 PB P.148 - 29,62 852730 PY 9.150 29,13 68840 VY 0. 5s? 29.44 52751 YD 0.846 I8 2.3.93 * 325370 Vy 0.143 '3.13 155928 VV 0.098 6e.et: 0. 3'a.68 87410 VP 0.021 0 9: 38,82 98870 PP 0.$93 31,03 * 34117 PB 0.059 31.61a 61714 PY 0.063 28.52 31. 8"? 26566 PB 8.00 32.69 239548 PY 0.074 9.8 32.S ' 694170 VY 0.172 J. 33. 2 125450 BY 8.094 8.00 155548 YB 9.130 8.9;> *88 34.79 106310 BY 0.092 36.3 514390 V8 8.3319 37,81 860658 PV G.2613 2)7220 VP 8.U2S 39.3!: 286070 PP 0.285 39.841 256130 PV 9.198 7.8] TOTAL AREA= 4.0383E+08 MUL. FACTOR= 1.0000E+08 .4 I -. - xity.11M90T A00852 - 89 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 - ~r~=~- - ~4&~ 44 2c~-a / 7f2 A/ o C C { < e rA07,p tAch~ ctz kk K*4. Cp &r~~- ' c&Co', ca o r 7- C.170 E .6/0 c4 ~2?1-44 72 4 i/f 7yl } - // V lctzaty ts/l/ F4~-~ Qcr) A?;r~4t/ L5 -f raar i4 ; C+rtJ~cAl I Q2At dr Aat %& 4- S 4" af / 3 7 {$a I IAM A00852 - 90 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 LABORATORY NUMBER: 14551 SAMPLE DATE: 1/10/92 DATE RECEIVED: 1/10/92 SUBMITTED BY: TOWN OF SAUGUS TOWN HALL 298 CENTRAL STREET SAUGUS, MA 01906 ATTN: JOE ATTABATO COLLECTED BY: STEVENS ANALYTICAL SAMPLE SOURCE: WATER BREAK SOIL REFERENCE: TEST METHODS FOR EVALUATING SOLID WASTE, EPA SW-846. THTRD EDITION. NOVEMBER 1986 PARAMETER CONCENTRATION TPH (IR) 1,050 mg/kg Authorized by: Alan P. Stevens, Laboratory Director U U I ------. F ltA9OTIE I I A00852 - 91 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SUBMITTED BY: LABORATORY NUMBER: 14551 TOWN OF SAUGUS SAMPLE DATE: 1/10/92 TOWN HALL DATE RECEIVED: 1/10/92 298 CENTRAL STREET ANALYSIS DATE: 1/15/92 SAUGUS, MA 01906 SAMPLE MATRIX: SOIL SAMPLE CONTAINER: GLASS ATTN: JOE ATTABAI GC FID/PETROLEUM FINGERPRINT SAMPLE SOURCE: WATER BREAK SOIL PARAMETER FINGERPRINT CONCENTRATION DETECTION LIMIT MATCH mg/kg mg/kg FUEL OIL #2 NM ND 8.6 FUEL OIL #6 NM ND 43 BLEND OIL NM ND 43 KEROSENE NM ND 8.6 JET FUEL NM ND 8.6 GASOLINE M 52 8.6 LUBE/MOTOR OIL PM 360 8.6 DIESEL NM ND 8.6 BUNKER C/ (RESIDUAL FUEL) NM ND 43 Authorized by: Alan P. Stevens, Laboratory Director ND - None Detected Match (M) : Identical data or data showing minor differences attributable to weathering. Probably Match Similar data showing moderate differences (PM) attributable to weathering and/or contamination. Indeterminate (I) Data showing excessive differences that might be attributable to weathering and/or contamination or might be attributable to I a similar oil from a different source. I Non-Match (NM) : Dissimilar data. U U U - ----. *- EV. II/MDT A00852 - 92 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 FAX (6T7) 438-0173 SUBMITTED BY: LABORATORY NUMBER: 14551 TOWN OF SAUGUS SAMPLE DATE: 1/10/92 TOWN HALL DATE RECEIVED: 1/10/92 298 CENTRAL STREE EXTRACTION DATE: 1/22/92 SAUGUS, MA 01906 ANALYSIS DATE: 1/22/92 SAMPLE MATRIX: SOIL ATTN: JOE ATTABA SAMPLE CONTAINER: VOA VIAL ANALYST: J. SOARES/ M. MITCHELL EPA METHOD 8240 SAMPLE SOURCE: WATER BREAK SOIL COMPOUND CONCENTRATION DETECTION LIMIT ug/kg ug/kg Chloromethane ND 290 Bromomethane ND 290 Dichlorodifluoromethane ND 290 Vinyl Chloride ND 290 Chloroethane ND 290 U Todomethane ND 150 Methylene Chloride 5,000 290 Acetone ND 740 Carbon Disulfide ND 290 Acrylonitrile ND 590 Trichlorofluoromethane ND 290 1,1 Dichloroethene ND 150 ND 11,1 Dichloroethane 150 Trans-1,2 Dichloroethene ND 150 Chloroform ND 150 11,2 Dichloroethane ND 150 Dibromomethane ND 150 2-Butanone ND 590 1,1,1-Trichloroethane ND 150 UCarbon Tetrachloride ND 150 Vinyl Acetate ND 590 N Bromodichloromethane ND 150 ND 150 N l, 2-Dichloropropane ND 150 Trichloroethenerrans-1,3-Dichloropropene ND 150 'Cs ibromochloromethane ND 150 ,1,2 Trichloroethane ND 150 N enzene ND 150 N Cis-1,3-Dichloropropene ND 150 -Chloroethylvinylether ND 590 ND 150 *romoform C - . -- * REV I tmfl I A00852 - 93 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 M 11 1 1 " I Immommommor - - Page 2 SUBMITTED BY: LABORATORY NUMBER: 14551 TOWN OF SAUGUS SAMPLE DATE: 1/10/92 TOWN HALL DATE RECEIVED: 1/10/92 298 CENTRAL STREET EXTRACTION DATE: 1/22/92 SAUGUS, MA 01906 ANALYSIS DATE: 1/22/92 SAMPLE MATRIX: SOIL SAMPLE CONTAINER: VOA VIAL ATTN: JOE ATTABATO ANALYST: J. SOARES/ M. MITCHELL EPA METHOD 8240 SAMPLE SOURCE: WATER BREAK SOIL COMPOUND CONCENTRATION DETECTION LIMIT ug/kg ug/kg 2-Hexanone ND 590 1,4-Dichloro-2-Butane ND 590 4-Methyl-2-Pentanone ND 590 1,2,3-Trichloropropane ND 150 Tetrachloroethene ND 150 1,1,2,2 Tetrachloroethane ND 150 Ethyl Methacrylate ND 150 Toluene 170 150 Chlorobenzene ND 150 Ethylbenzene 410 150 Styrene ND 150 Total Xylenes 2,200 150 1,3 Dichlorobenzene ND 150 1,2 Dichlorobenzene ND 150 1,4 Dichlorobenzene ND 150 Authorized by: Alan P. Stevens, Laboratory Director ND - None Detected / Analyses expressed on a dry weight basis w A00852 - 94 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 I FACSTCLLE CQBVfJLEE'LT DATE: COMPANY NAME 937-- FAX: A TT. 4 FROM:* STEVENS ANALYTICAL LAflzA co s INC. FAX 4 (6-.7)439-0173 SUBJECTI '2Z1ShA ___ # OF PAGES fLICUDINQ) Qgv n &H1 T ADDITIONAL COMMENTS: -- l I tlCE REV. I /89DT A00852 - 95 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 lyml ~ w - r ti I I - u . " HName 1 4 451 TOWN OF SAUGIiS CH~ 700ULI 1 -22-9? Mr v e 10; i l240 1 H r t inn;L 97)0107 r 4':4 - / ..- u . sfrAiiiiG -- -> -91 uI *r evtb:et.. '.4 -- it - 9 >/ - 0 i I : I 4,.K - ~ - p f c$ N T 6-1) 44 109D c .. * I VII,0G e, c Xx %$0$9N--4 ,92 a l'!'l 0 7 K.. to 9 %(vVn(L'; ), * 1000 0&. -4H. zoo o VA .-- ;7 rVooti . 9 1 , I 70 - L )lo Icu --pq,q /%, NY - orQrIE nv. irr A00852 - 96 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 -M *3 i - - I, ''I 1'1 26 lell 7 * 0. .~1'' ,q0 13T1 m La'jt ii 0ai r t o 9". MM Lr t C Lf 1 tojeco t I9 22 2 hr -- ---o T A00852 - 97 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 F City/Town: - Spl Name Address: Reported: / I Time: # Half Town: Zip Code: Occurred: / / Time: Notifier: (Name) Check if Anonynous [ ] (Affiliation) (Phone) Description: ADDITIONAL PRP INFORMATION Name: - Address: town: State: Zip: _ Business Phone:( ) - Home Phone:( ) - NOR Issued: Verbal Field Office Date: / / Responsibility Accepted: Yes No PRP Contractor: Contact: Phone:( ) _ Noncompliance Issues: DEP Staff Notified: ER Lead: Report Prepared By: Signature: IR-92a Copy Distribution: White/Regionat Office Yellow/Boston Office Pink & Goldenrod/Regional Office '-It- lljVl-CE .n~~ A00852 - 98 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 P WV N r-.w-w.--, -. -. rr~flr -. - 2. MUNICIPALITY: 4 INCIDENT 1ST REPORTED: 3. ADDRESS: .t% Date: / / Time: AM/PM -7-AZ1JX INCIDENT OCCURRED: 6. PERSON WHO 1ST NOTIFIED D P: Date: /L/ Time: AM/PM Name/Address: Tel. # 7. OHM: a. Name: CAS #: b. AMOUNT: Reported: Actual: c. Category # d. Oil/Not Oil Virgin/Waste Non-PCB/PCB - ppm Soil Contamination Yes/No e. SOURCE: vehicle fuel tank drum tanker truck boat railroad tank/engine above-ground tank below-ground tank transformer pipe hose other f. RELEASE TYPE: Leak Overfill Rupture Tank Removal Spill Dumping Other - 8. DESCRIPT ION OF INCIDENT: &~/al/i )/'Qt1.t/'/T 4 ~r~1 -' , , , y-,J 7 ;$t'q .tt~tg~y Mk-4-Az'tn / .7 Wb 4 ' 4~i A<~ttfp t/- j I1--- / 9. POTENTIALLY RESPONSIBLE PERSON IDENTIFIED BY DEP: a. PRP notified the Department Date: / / Time: AM/PM b. Name/Address: Tel. # - Name/Address: Tel. # - c. PRP received Notice of Responsibility: Verbal/Field/Office Date: / Time: AM/PM 10. RESPONSE ACTIONS: - a. Responsibility accepted and proper action taken by responsible person: Yes' No b. Name of cleanup contractor hired by responsible person c. State-cleanup contractor: 7 - d. Service Category: SC SSC SSI HM ASB e. Contractor arrived on-scene: Date: Y Time: AM/PM f. Further field response actions needed: e No (specify) g. Noncompliance Issues: h. LUST: Federal Eligible Yes KN7- I1. INTRA-AGENCY NOTIFICATION/REFERRAL: a. DEP Staff Notified: ER Lead: b. Referral within DEP to: (Name/Program/Prog. #) 12 OTHER AGENCIES NOTIFIED BY DEP OF SPILL/RELEASE INCIDENT: Name: Date: / /L Name: Date: -- Contact/Phone: Contact/Phone: Report prepared by:, /VA i / t/ Signature: COPY DISTRIBUTION: WHITFJREGIONAL OFFICE YELLOW/BOSTON PINK/GOLDEN ROD/REGIONAL OFFICE avj9O A00852 - 99 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 MUN1CPA -Y - N PORT : 3. ADDRESS: 4Date: Time: A -/I At > r t , 5. INCIDENT OCCURRED: 6. PERSON WHO 1ST NOTIFIED DEP: Date: Time: - A Name/Address: Tel. # 7. OHM: a. Name: CAS #: b. AMOUNT: Reported: Actual: c. Category #: d. Oil/Not Oil Virgin/Waste Non-PCB/PCB __ ppm Soil Contamination Y. e. SOURCE: vehicle fuel tank drum tanker truck boat railroad tank/e above-ground tank below-ground tank transformer pipe hose other f. RELEASE TYPE: Leak Overfill Rupture Tank Removal Spill Dumping Other - 8. DESCRIPTION OF INCIDENT: MRIe - 7 i. rOTNTALL RSPONIBLE PER IDENTFIED 9Y-DK -. a. PRP notified the Department Date: Time: A b. Name/Address: . ' /$'Tels# Name/Address: -4 'A4. Tel. # c. PRP received Notice of Responsibility: Verba]1(FieTd/Office Date: Time:X 10. RESPONSE ACTIONS: a. Responsibility accepted and proper action taken by responsible person: Yes No b. Name of cleanup contractor hired by responsible person c. State-cleanup contractor: d. Service Category SC SSC SSI HM e. Contractor arrived on-scene: Date: Time: A\ f. FWier field responseactions needed( Yes 'No (specify) g. once p ineelssues-:- h. LUST: Federal Eligible Yes I. INTRA-AGENCY NOTIFICATION/REFERRAL: a. DEP Staff Notified: ER Lead: b. Referral within DEP to: (Name/Program/Prog. #) 12. OTIHER AGENCIES NOTIFIED BY DEP OF SPILL/RELEASE INCIDENT: Name: Date: /U/ Name: Date Contact/Phone: Contact/Phone: Report prepared by 2 - Signature: k/ COPY DISTRIBUTION: WHITE/REGIONAL OFFICE YELLOW/BOSTON PINK/GOLDEN ROD/REGIONAL OFFICE as ;-~i- - _- -- C REV.11P7 A00852 - 100 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 NOTICE OF RESPONSIeILITY PURSUANT TO M.G.L CHAPTER 21E TO: i'~~ ~A# ,IR #: 4 /''i2 On 7 at mt/a.m.) the Department of Environmental Quality Engineering (Departrent) responded to a release/thrat-ctreleaseof oil/hazardous-mateiat at . r~. - ,, 4,, %K in A PMassachusetts (the site). Preliminary indications are that pursuant to section 5 of M.G. L. Chapter 21 E-7r ; is/are-a party responsible for assessment, containment and removal actions necessitated by this incident. Massachusetts General Laws, Chapter 21E, places liability on responsible parties to: (1) pay for all response action costs associated with the incident and (2) compensate for any damage to natural resources resulting from the incident. You may assume responsibility for emergency response actions/costs by paying for all response costs incurred by the Department relative to this incident and immediately performing the items checked off below: -Hire a spill cleanup contractor acceptable to the Department to take all necessary emergency response 9ptions (i.e. assessment, containment and/or removal) as required by the Department. Dispose of the contaminated soil generated at the site in conformance with the Department's current policies for management of virgin petroleum-contaminated soils. Written approval must be obtained from the Department prior to removal of the soil. 2L-, - Colled soil water samples4befeead--afteeeang from thei fd-vemrfiioental mydia and submit results'ofa certified laboratory analysis for: ' 1' A C flSubmit a report providing an accurate description of the incident, response actions taken relative thereto, and site conditions (including supporting documents) immediately or upon receipt of analytical results. 611 The aboveictions must be performmedie and/lor completed no later than - Depending on the information/data ge eiated by the above work, the Department may require additional remedial response actions. If you fail to complete the response action(s) required by the Department within the required timeframe, the Department will take appropriate response actions and seek to recover all costs, charges and damages. By accepting responsibility for conducting the required response actions now you can: - minimize administrative costs incurred by the Department in handling this matter (In spill cases, administrative costs Incurred by the Department are at least $1,000.00); - avoid interest charges on the total liability at the statutory rate of 12% compounded annually; and avoid treble damages (i.e., 3 times the total amount of response costs tho fn+------ A00852 - 101 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 -I L.A ESPONSE: C Initial Office C Follqw-up Office 3 Amended Site # * C Initial Field *XFollow-upField 0 21E Notification NICIPALITY: 4. INCIDENT 1ST REPORTED: DRESS .. , Date: / /.Time: AM/PM n '// fA 7)45. INCIDENT OCCURRED: ?ERSON WHO 1ST NOTIFIE0 DEP: Date: / Time: AM/PM Ue/Address: Tel. # m: a. N a m e: CAS #: * AMOUNT: Reported: Actual: c. Category # Oil/Not Oil Virgin/Waste Non-PCB/PCB ppm Soil Contamination Yes/No e. SOURCE: vehicle fuel tank drum tanker truck boat railroad tank/engine above-ground tank below-ground tank transformer pipe hose other RELEASE TYPE: Leak Overfill Rupture Tank Removg Spill Dumping Other - ESCRIPTION OF INCIDENT: ; A 4) N LAI NSE:Pt RSONIDNTIFIO 4 < RPRP notified the Department Date: " /Tm:AM/PM b. Name/Address Tel. #f______3Name/Address: Tel. #f______c. PRP received Notice of Responsibility: Verbal/Field/Office Date: .... ±... Time: - AM/PM ESPONSE ACTIONS: I Responsibility accepted and proper action taken by responsible person: Yes) No b. Name of cleanup contractor hired by responsible person * t- ASB d. Service Category: SC SSC SSI HMAM/PM contractor: . Time: Ic.e. ContractorState-cleanup arrived on-scene: Date: f. Further field response actions needed: s 'No (specify) Eg. Noncompliance Issues: h. LUST: Federal Eligible Yes :No INTRA-AGENCY NOTIFICATION/REFERRAL: a. DEP Staff Notified: ER Lead: b. Referral within DEP to: (Name/Program/Prog. #) 3 OTHER AGENCIES NOTIFIED BY DEP OF SPILL/RELEASE INCIDENT Name: Date: / / Name: Date: I Contact/Phone: Contact/Phone: ort prepared by: ?k Y $Qt/? Signature: A/- - COPY DISTRIBUTION: WHITE/REGIONAL OFFICE YELLOW/BOSTON PINK/GOLDEN ROD/REGIONAL OFFICE REV.)1tag90 A00852 - 102 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 -~ - -cam<.jcld u3 Pencing E *F.: 1cRESNONSE: ~I itia Office 0 Follow-up Office o] Amended- -Site # --- LfInitial Field E] Follow-up Field 0] 21E Notification 2. MUNICIPALITY: 4. INCIDENT IST REPORTED: 3, ADDRESS: gt Cto,WNOTIFIE DEP: Date: I /I / ? Time: d/PM 5. INCIDENT OCCURRED: 6. PERSON WHO IST NOTIFIED DEP:.- Date: I7/IS 7 Time: &tz/PM Name/Address: dkojy ot oif' Virgi as __CB ppm Soil ContaminationC qo e. SOURCE: vehicle fuel tank drum tanker truck boat railro nkengine above-ground tank below-ground tank transformer pipe hose f. RELEASE TYP ED-ak Overfill Rupture Tank Removal Spill Dumping Other-_____ I 8. DESCRIPTION OF INCIDENT: &-Z 1&?,4- c "idekc a L _Ca.-k O~lt. . Cak I 0-1t /z -- A-- 7 ea-l" Zo4- 1 rv, er -i f £4C 9. POTENTIALLY RESPONSIBLE PERSON IDENTIFIED B DEP: a. PRP notified the Department Date: .~- Time: , 64PM b. Name/lAddress: 7J" J Ia VC'/a Tel # Name/Address: 4-tt Tel.# I fz f c, PRP received Notice of Responsibility( l eld/Office Date: L.-Time: ZcZ/A /PM 10. RESPONSE ACTIONS: a. Responsibility accepted and proper action taken by responsible pc n: (es No b, Name of cleanup contractor hired by resp nsible person 1 c. State-cleanup contractor: - d. Seice Categor -)C SSI HM .ASB e. Contractor arrived on-scene: Date: T me: M/PM f. F rther field response actions nqcded: e, No _11 IVy) g.OfC~lplianfce Issues: h. LUST: Federal Eligible Yes No 11. INTRA AG ENCY NOTIJ CA [ONIREVERRAI a. DEP Staff Notified: A ratL ER Lad: 4fl b. Referral within DEP to: (Name/Prograrn/Prog. #) ti 12. OTHER AGENCIES NOTIFIED BY IE'P OF SPIlL L/REL EASE INCIDENT: Name: Date: /1 Name: Date: - C7ontact/Phone: Comll~act/ Phone: Repon prepared by: I r. Aj/ Signature: COPY DISTRIIMON: WHITIREGIONALOFFICE YELLOW/BO0STON PINK/GOLDEN ROD/REGOALOFICiv. A00852 - 103 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 A DEP OHM SPILL/RELEASE INCIDENT REPORT -Date: / L 27' Region: 011t C)0Case: El Closed [m'ending ER #: Ai -2 0% 1. RESPONSE: -. In 1 Office El Follow-up Office El Amended Site # 1B Initial Field [] Follow-up Field [3 21E Notification 2. MUNICIPALITY: j a 4. INCIDENT 1ST REPORTED: Date: /t/SL/ 3. ADDRESS: < (,- Time: AQI/PM 5. INCIDENT OCCURRED: 6. PERSON WHO 1ST NOTIFIED DEP: Date: Time: AM/PM Nane/Address: (z F Tel. # q9 7. OHM: a. Name: __ 6 - CAS #: b. AMOUNT: Repor ted: ~. Actual:c. Category #: d(OjlNot Oil VirgiGWaste Non-PCB/PCB ppm Soil Contamination Yes/No e. SOURCE: vehicle fuel tank drum tanker truck boat railroadsakl engine above-ground tank below-ground tank transformer pipe hose ther.JL L f. RELEASE TYPE: Leak-. Overfill Rupture Tank Removal Spill Dumping Other 4 -e ~ 1--Z-YP 88. DESCRIPTION OF INCDENT: ~L v4 DECRPTO OF -6IN . ~ ~ W' n.. 4K:.< 145 i/V. N/t/ittt/j~,- 7<,,- Name/Address: M 4,: I'' Tel.# c. PRP received Notice of Responsibility(e ield/Office Date: Time: /PM 10. RESPONSE ACTIONS: a. Responsibility accepted and proper action taken by responsible n: YesNo b. Name of cleanup contractor hired by responsible person A ategory: SC SSC SSI HM ASB . State-cleanup cotatr d . S~rve e. Contractor arrived on-scene: Date:-/ Tirne: .,'YfP' f. Further field response actions ncdcd: gj No i, g. Noncompliance Issus:.- - h. LUST: Federal Eligible Yes No 11 INTRA-AGENCY NOTIfICATION/REFE$RALn Zj~h~, A~~ ~1WA A a. DEP Staff Notified: ER Lead: 4- / b. Referral within DEP to: (Name/Program/Prog. #) - 12. OTHER AGENCIES NOTIFIED BY DEP OF SPILL/RELEASE INCIDENT: Name: Date: Name: Date: ontact/ hone Contact/hone: Report prepared by: 44, n Signature: '. COPY DIS-TRIBUTION: WHrTEREGIONAL OFFICE YELLOW/BOSTON PINK/GOLDEN RODIREGIONAL OFFIC nEv. w rT A00852 - 104 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 DOCUMENT A00853 LIMITED ENVIRONMENTAL SITE ASSESSMENT Belden Bly Bridge Reconstruction October 2013 A00853 - 1 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 THIS PAGE INTENTIONALLY LEFT BLANK A00853 - 2 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 LIMITED ENVIRONMENTAL SITE ASSESSMENT Belden Bly Bridge Reconstruction Salem Turnpike and Western Ave Lynn and Saugus, Massachusetts TRC Project Number: 167405.00000.0000 Prepared For: Massachusetts Department of Transportation, Highway Division 10 Park Plaza, Room 4260 Boston, Massachusetts 02116 Prepared By: TRC Environmental Corporation 650 Suffolk Street Lowell, Massachusetts 01854 October 2013 A00853 - 3 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 TABLE OF CONTENTS 1.0 INTRODUCTION ...... 2 1.1 STATEMENT OF PURPOSE ...... 2 1.2 SCOPE OF INVESTIGATION/SERVICES ...... 2 1.3 LIMITATIONS...... 3 1.4 ASSUMPTIONS ...... 3 2.0 SITE DESCRIPTION ...... 4 2.1 CURRENT USE OF THE SITE ...... 4 2.2 CURRENT USE OF ADJOINING PROPERTIES...... 4 2.3 DESCRIPTION OF SURROUNDING AREA ...... 5 3.0 SITE ASSESSMENT ACTIVITIES ...... 6 3.1 REVIEW OF MASSDEP’S ONLINE DATABASE AND HARDCOPY FILES ...... 6 3.1.1 3-14889 – Belden Bly Bridge – Salem Turnpike (Route 107) ...... 6 3.1.2 3-00357 - General Electric Aviation Facility – 1000 Western Ave, Lynn ...... 7 3.1.3 3-24149 – Lavoie’s Ballard Landing - 130 Ballard Street ...... 7 3.1.4 3-24394 – 20 Salem Turnpike, Saugus, MA ...... 7 3.2 REVIEW OF HISTORICAL TOPOGRAPHIC MAPS ...... 7 3.3 SITE RECONNAISSANCE ...... 8 4.0 FINDINGS ...... 9 4.1 SAUGUS RIVER SEDIMENTS (MAP ID #1) ...... 9 4.2 GENERAL ELECTRIC AVIATION FACILITY – 1000 WESTERN AVE, LYNN (MAP ID #2) ...... 10 4.3 20 SALEM TURNPIKE, SAUGUS, MA (MAP ID #3) ...... 11 4.4 LAVOIE’S BALLARD LANDING - 130 BALLARD STREET, SAUGUS, MA (MAP ID #4) ...... 11 4.5 URBAN FILL – LYNN AND SAUGUS (MAP ID #5) ...... 12 4.6 HISTORY OF AUTOMOTIVE AND MARINE REPAIR AND SALES– LYNN AND SAUGUS (MAP ID #6) ...... 12 4.7 BELDEN BLY BRIDGE – ROUTE 107 (MAP ID #7) ...... 13 5.0 CONCLUSIONS AND RECOMMENDATIONS ...... 13 5.1 CONCLUSIONS ...... 14 5.2 RECOMMENDATIONS ...... 15 5.2.1 Soil and Sediment Pre-Characterization Program...... 15 5.2.2 MCP Reporting Guidance ...... 15 5.2.3 Soil Management Guidance ...... 15 5.2.4 Sediment Management Guidance ...... 16 5.2.5 Groundwater Management Guidance (if necessary) ...... 16 6.0 REFERENCES ...... 17 TABLES Table 2-1: Current Use of Adjoining and Nearby Properties Summary Table ...... 4 APPENDICES Attachment A: Figures Attachment B: Lynn and Saugus Release Lists Attachment C: Historical Research Documentation Attachment D: Prior Environmental Reports Attachment E: Photo Log of Site Reconnaissance L2013-352 i A00853 - 4 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 1.0 INTRODUCTION TRC Environmental Corporation (TRC) prepared this Limited Environmental Site Assessment (LESA) Report for the Massachusetts Department of Transportation (MassDOT). This LESA was conducted to evaluate existing environmental conditions which have the potential to impact bridge reconstruction activities in and around the Belden Bly Bridge, formerly the Fox Hill Bridge, which traverses the Saugus River along the Salem Turnpike and Western Avenue in the Cities of Saugus and Lynn, respectively, Massachusetts. The project area consists of the historic Scherzer Rolling Lift Bascule Bridge, the operator house, the connecting banks of the Saugus River and the roadway which extends to the intersection of the Salem Turnpike and Ballard street approximately 280-feet to the southwest and approximately 320-feet up Western Avenue to the northeast (the “Site”). A Site Location Map, depicting the approximate location of the Site, is provided in Attachment A as Figure 1. A Site Plan, depicting the approximate boundaries of the project corridor, surrounding properties and possible areas of environmental concern is included as Figure 2 in Attachment A. 1.1 Statement of Purpose MassDOT is planning to replace the Belden Bly Bridge which crosses the Saugus River between Saugus and Lynn, Massachusetts (the “Project”). This LESA was conducted to identify and document potential environmental issues associated with historic activities and/or known conditions at the Site and surrounding area, provide recommendations for additional assessment (if necessary), and support the preparation of contractor bid packages. This LESA included the following: • Evaluation of documented soil and groundwater contamination within, adjacent to, or surrounding the Site; • Review of Massachusetts Contingency Plan (MCP) release sites and/or environmental deed restrictions (called Activity and Use Limitations, or “AULs”) that could impact work at the Site by requiring or restricting specific construction activities; and • Summarizing possible MCP issues that could impact construction schedule, health and safety obligations or soil and groundwater management during construction. 1.2 Scope of Investigation/Services This LESA consisted of the following tasks: • Review of Massachusetts Department of Environmental Protection (MassDEP) online databases; • Review of MassDEP hardcopy files for select disposal sites; • Review of historical topographic maps; • Site reconnaissance; and • Preparation of a report summarizing findings, providing conclusions and making recommendations. L2013-352 2 A00853 - 5 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 The findings of this LESA are summarized in Section 4 and conclusions and recommendations are presented in Section 5. 1.3 Limitations Findings presented within this report are representative only of documented existing conditions near the Site as of the date of the assessment. This assessment did not include the installation of environmental test borings, the collection of soil, groundwater, sediment, or surface water samples, or the installation of monitoring wells at the Site. Chemical analyses were not performed to confirm the presence or absence of soil, groundwater, or any other media contamination within or around the Site. Additional limitations include the inability to safely observe the underside of the Site Bridge, the river bottom and the inside of the operator house. Due to observed bridge conditions, documented sediment data and conditions observed outside the operator house, these limitations are not expected to inhibit TRC’s ability to make conclusions regarding the environmental condition of the Site. 1.4 Assumptions For the purpose of assessing and evaluating upgradient and downgradient releases, local groundwater is presumed to flow toward the tidally influenced Saugus River which flows through the Site. The Saugus River has an overall flow to the southeast in the area of the Site, but is tidally influenced at this location with reversing flows based on tidal stage. This assumption was made based on Site observations, local topography, and environmental reports for nearby properties. Actual groundwater depths and flow directions fluctuate due to changes in such factors as precipitation, tides, subsurface structures, local water use demands, dewatering operations and other factors beyond the scope of this study. No other significant assumptions were made in the preparation of this LESA report. L2013-352 3 A00853 - 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 2.0 SITE DESCRIPTION 2.1 Current Use of the Site The Site consists of the current Belden Bly Bridge, formerly the Fox Hill Bridge, the connecting banks of the Saugus River and the roadway which extends to the intersection of the Salem Turnpike and Ballard Street approximately 280-feet to the southwest and approximately 320-feet up Western Avenue to the northeast. The Site consists of the bridge approach span, the bridge deck, the drawbridge mechanisms, piers, abutments, the operator house, traffic barrier gates, the filled land beneath the southwest end of the bridge, four travel lanes traveling northeast to southwest beyond the bridge, the sidewalk and guardrails. The drawbridge was constructed in 1913 and is a Scherzer Rolling Lift type bridge. The drawbridge is constructed of steel beams and wood. The operator house is a two story structure with a watchman’s control room on the second floor. The Project corridor is densely developed to the northeast and southwest with commercial and industrial buildings. A Site Location Map, depicting the approximate location of the Site, is provided in Attachment A as Figure 1. A Site Plan, depicting the approximate boundaries of the project corridor, surrounding properties and possible areas of environmental concern is included as Figure 2 in Attachment A. Photographs from TRC’s September 5, 2013 Site Reconnaissance are provided in Attachment E. 2.2 Current Use of Adjoining Properties Table 2-1: Current Use of Adjoining and Nearby Properties Summary Table Observations Approx. Approx. and Potential Direction Distance from Address Occupant Name Current Use Environmental from Site Site Concerns Sediment impacts from GE Aviation East Adjacent NA Saugus River Natural Resource facility, sheen observed on surface water 1000 Western Industrial 50 Feet GE Aviation Facility RTN 3-0357 Ave, Lynn Manufacturing Northeast Temporary Bridge Adjacent NA NA None Staging 1147 Western Stoneham Boat Marina/Boat Adjacent Observed drums Ave, Lynn Center, Inc. Storage Possible impacts 1147 Western typical of Adjacent Osaka Auto Sales Auto Sales North Ave, Lynn automotive facilities Possible impacts 1127 Western Bridge Auto Body & Auto Body Shop Adjacent typical of auto Ave, Lynn Car Rental and Car Rental repair facilities L2013-352 4 A00853 - 7 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 Table 2-1: Current Use of Adjoining and Nearby Properties Summary Table Observations Approx. Approx. and Potential Direction Distance from Address Occupant Name Current Use Environmental from Site Site Concerns Auto Possible impacts 1069 Western Caps Auto Wrecking 150-feet north Wrecking/Scrap typical of auto Ave, Lynn Corp. Metal Yard repair facilities 20 Salem A M Detail & Auto Automotive Detail South Adjacent Turnpike, RTN 3-24394 Repair/Ken’s Car Care and Repair Saugus Southwest 130 Ballard Lavoie’s Ballard Restaurant/Night 100-feet RTN 3-24149 /West Street, Saugus Landing Club and Auto Shop Salem Warehouse or Adjacent Turnpike, Unknown None Office Saugus West Sediment impacts from GE Aviation Adjacent NA Saugus River Natural Resource facility, sheen observed on surface water Note: RTN: Release Tracking Number NA: Not applicable GE: General Electric 2.3 Description of Surrounding Area The Site is located in a densely developed industrial and commercial area. The surrounding area is heavily developed with automotive and marine repair shops and sales. A functioning General Electric (GE) Aviation Facility is located to the east-northeast of the Site. According to the MassDEP Priority Resource Map, which has been included as Figure 3 of Attachment A, the Saugus River and the Salem Turnpike portions of the Site are located within an area of protected open space. The banks of the Saugus River are identified as a tidal flat. The Site also falls within the 100-year flood plain. A large area to the south of the Site is mapped as a MassDEP solid waste facility. According to the United States Geological Survey map for the Lynn Quadrangle, Massachusetts, dated 2012, the Site is generally flat with the surrounding area sloping very gently toward the Site. L2013-352 5 A00853 - 8 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 3.0 SITE ASSESSMENT ACTIVITIES The following section summarizes assessment activities conducted at the Site. 3.1 Review of MassDEP’s Online Database and Hardcopy Files TRC obtained information regarding releases of oil and hazardous materials from the MassDEP Waste Site/Reportable Release Look Up online search database and from the MassDEP Northeast Regional Office file room in Wilmington, Massachusetts. Several release tracking numbers (RTNs) were identified within the general proximity of the Site; three of which were considered to have the potential to impact the Site (based on location, regulatory status, etc.) and are listed below. Detailed summaries of the available documents for each of the below RTNs are provided Section 4.0, complete lists of RTNs for Lynn and Saugus are provided in Attachment B and copies of applicable prior environmental reports are provided electronically on CD in Attachment D. 3.1.1 3-14889 – Belden Bly Bridge – Salem Turnpike (Route 107) MassDOT conducted a geotechnical boring program as a part of a Bridge repair/replacement project in 1997 that included drilling 13 boring in the vicinity of the Bridge. One boring was located behind each Bridge abutment; the remaining borings were located to the sides of the Bridge. The only boring that was noted to potentially contain oil and/or hazardous materials during the field screening is identified as BB-3. The soil sample from BB-3 was black in color and had a sheen. It was also reported that groundwater appeared discolored and had a petroleum odor and sheen. No groundwater samples were collected for analysis. Soil analytical data from BB-3 indicated that the concentrations of several polycyclic aromatic hydrocarbons (PAHs) exceeded applicable reportable concentrations. A Downgradient Property Status (DPS) report was submitted by Innovative Engineering Solutions, Inc. (IESI) to MassDEP in August 2000 and stated that the releases summarized above were the result of upgradient petroleum sources near the corner of Route 107 and Ballard Street in Saugus. This location is approximately 360 feet upgradient of Boring BB-3. Groundwater flow contour maps, generated for a site investigation of the Eastern Tool and Stamping Company, located at 109 Ballard Street, confirmed that groundwater generally flowed in an easterly/northeasterly direction towards the Saugus River. The DPS report indicated that in January 1989, MassDEP and the Saugus Fire Department received complaints relating to a suspected release of oil from an underground storage tank located at 130 Ballard Street (corner of Ballard and Route 107). In January 1992 the Town of Saugus Department of Public Works repaired a water main at the corner of 139 Ballard Street and Route 107. During excavation for the water main repair, soil that contained waste oil was uncovered. The waste oil-affected soil (about 7.81 tons) required disposal by the Town of Saugus at the Clean Berkshires facility in Lanesboro, MA. IESI’s report also indicated several other releases of OHM have occurred in the vicinity of the Bridge but did not positively identify the disposal site responsible for the oil contamination observed at BB-3. IESI concluded that it was plausible that the disposal site may extend from the corner of Ballard Street and Route 107 to the Saugus side of the Belden Bly Bridge. It is very likely that this contamination will impact the Project due it’s location within the project limits and the nearby upgradient source of petroleum. L2013-352 6 A00853 - 9 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 3.1.2 3-00357 - General Electric Aviation Facility – 1000 Western Ave, Lynn The General Electric Aviation Facility is located to the east-northeast of the Site. The facility has several decades of documented soil, groundwater and sediment investigation data and remedial activities. Based on TRC’s limited review of the complex history of the GE Aviation facility, it is possible that the documented environmental impacts found at the disposal site may have migrated into and across Western Ave and into the sediment of the Saugus River. Additional RTNs associated with the GE Facility include: 3-17416, 3-15985, 3-14029, 3-15205, 3-11383, 3-122367, 3-13578, 3-13832, 3-02062, 3-12363, 3-12366, 3-18591, 3-19206, and 3-19339. 3.1.3 3-24149 – Lavoie’s Ballard Landing - 130 Ballard Street Lavoie’s Ballard Landing is located to the west-southwest of the Site. Impacted soil and groundwater were encountered at the disposal site. Soil was excavated laterally and groundwater pumped until acceptable screening levels were achieved or a physical barrier was encountered (i.e. utility, site building or property boundary). Confirmatory soil borings surrounding the excavation confirmed that contamination was generally confined to the area of the excavation and groundwater sample results are below the MA GW-2 and GW-3 regulatory standards. A Class A-3 Response Action Outcome (RAO) was submitted for the disposal site. Based on the distance from the project corridor, reported groundwater flow direction and current regulatory status, the release associated with RTN 3-24149 is not likely to impact the Project. 3.1.4 3-24394 – 20 Salem Turnpike, Saugus, MA 20 Salem Turnpike was historically an automotive repair facility with multiple buildings throughout the property. Investigation activities were conducted throughout the entire parcel; however, soil and groundwater impacts were focused towards the center of the parcel. Soil analytical results in the north corner of the Site indicated that contamination is unlikely to be migrating within Site boundaries. Based on the location of the contamination on the Site, sample results in the location nearest to the Site and current regulatory status, the release associated with RTN 3-24394 is not expected to impact the Project. 3.2 Review of Historical Topographic Maps Historical topographic maps are produced and updated by the United States Geological Survey (USGS), and are useful in evaluating changes in land use and areas of potential environmental concern at the Site and surrounding areas over time. TRC reviewed historical topographic maps for the years 1892, 1903, 1946, 1949, 1956, 1970 and 2012. The maps depict the Site bridge since at least 1892. The surrounding area is undeveloped marsh land until the 1946 map when the area is depicted to have been filled and developed on the Saugus side of the bridge with some filling on the Lynn side as well. Several more structures have been constructed by 1956 on the Saugus side and by 1970 the GE plant to the northeast has been constructed. No indications of potential environmental impacts, such as the presence of landfills, were identified on Site or within the immediate surrounding area; however, based on the mapped marshlands prior to development it is likely the entire Project area in both Lynn and Saugus contains urban fill. Urban fill throughout Massachusetts L2013-352 7 A00853 - 10 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 can contain varying levels of contamination, typically PAHs and metals. Copies of historical USGS topographic maps reviewed for this assessment are included in Attachment C. 3.3 Site Reconnaissance TRC Project Geologist, Ms. Allison Drouin, conducted a Site reconnaissance on September 5, 2013. The following is a summary of visual and physical observations of the Site on the day of the Site visit. Photographs taken during the reconnaissance are provided in Attachment E. TRC observed conditions on the publicly accessible portion of the bridge, walked the sidewalk on both sides of the Western Avenue portion of the Site and observed southern Site conditions from the south side of the Salem Turnpike. Weather conditions at the time of the Site reconnaissance were partly cloudy, around 70 degrees Fahrenheit; and did not limit TRC’s ability to observe Site and surrounding conditions. In general, Site conditions were characteristic of an urban roadway. The road, curbing and sidewalk were in fair condition. Four lanes of traffic, two in each direction, were observed at the Site. The bridge deck and drawbridge was heavily rusted with chipped paint. TRC observed possible hydraulic lines or flexible electrical conduit; which, in either case, appeared in good condition and intact with no areas of staining or leaks observed. A small area (approximately 1 foot by 2 feet) of petroleum sheen was observed on the surface water of the Saugus River beneath the bridge. The origin of the sheen is not known. The surrounding area was heavily occupied by automotive and marine repair and sales. TRC observed wrecked and damaged cars, car parts, tires and repair equipment including hydraulic lifts and tools throughout these properties. A paint room was observed on the adjacent property to the south. Blue plastic drums with unknown contents were observed at the marine boat shop north of the Site. TRC observed the GE facility through the fence; however, the view was mostly obstructed by the concrete wall and air cooling units contained in large blue containers along Western Avenue. TRC did not observe areas of obvious staining or material storage from behind the fence. A petroleum odor was noted downwind of an open utility excavation on the south side of the intersection of Ballard Road and the Salem Turnpike. The excavated soil was observed from a distance for safety reasons and appeared to be a dark-gray color. It could not be confirmed if the excavation was the source of the petroleum odor. No other sources of a petroleum odor were observed in the area. L2013-352 8 A00853 - 11 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 4.0 FINDINGS Information from this Site assessment was compiled and identified multiple MCP disposal sites and other areas of environmental concern located in the vicinity of the Project. The majority of these areas are not considered to represent an environmental concern to the Site or the Project based on distance, hydrogeology, type and extent of contamination, and/or current regulatory status. The areas of environmental concern were further sorted by distance and release type to generate a list of the three closest listed MCP disposal sites and three areas of concern that have the potential to impact subsurface conditions at the Site. These six areas were each assigned a probability (high, moderate, and low) that contamination at a given area may affect conditions at the Site regardless of proposed construction activity. • TRC identified two areas of environmental concern (Map ID’s #1 and #7) that would represent a “high” potential of environmentally impacting subsurface conditions at the Site based on the information reviewed and observations made during this LESA. A “high” designation indicates that the release or observed conditions have been documented to have impacted the Site. These areas are further discussed below. • TRC identified three areas of environmental concern (Map ID #2, #5 & #6) that have a “moderate” potential to environmentally impact subsurface conditions at the Site. A “moderate” designation indicates that there is the potential for a release or observed conditions to have impacted the Site. These areas are further discussed below. • TRC identified two areas of environmental concern (Map ID #3 & #4) that have a “low” potential of environmentally impacting subsurface conditions at the Site based on the information reviewed and observations made during this LESA. These areas are further discussed below. The locations of these five areas are shown on Figure 2 in Attachment A. 4.1 Saugus River Sediments (Map ID #1) The Saugus River has historically been bordered by industrial facilities since at least the 1960s. Environmental investigations associated with the adjacent GE facility found elevated concentrations of various contaminants upstream and downstream of the Site. Sediment impacts were attributed to operations at the GE facility as well as historic and current industrial facilities upstream. Surface water and sediment samples were collected in September 2000 during a Phase II investigation at the GE facility to characterize the impacts to the Saugus River. Samples were collected upstream to represent local conditions and along the portion of the river adjacent to the GE facility to represent GE’s impacts to the river. Volatile organic compounds (VOCs), PAHs, extractable petroleum hydrocarbons (EPH) and polychlorinated biphenyls (PCBs) were all detected above local concentrations (background samples were collected in presumably unaffected upstream areas of the Saugus River or tributaries) in sediment samples in the Saugus River. VOC concentrations were reportedly highest just west of the Air Force 29 Area (near the Site). PAH concentrations of anthracene, benzo(a)pyrene and L2013-352 9 A00853 - 12 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 dibenz(a,h)anthracene and PCB concentrations were greater than local conditions near outfall 3 and further downstream. Based on the documented presence of contaminant concentrations exceeding local conditions and the tidal action of the river it is possible that elevated concentrations of VOCs, PAHs or PCBs may be encountered during the Project. Impacts to sediment in the areas of the Site have been documented during investigation activities associated with the adjacent GE facility. Impacts to the Saugus River sediments have been designated to have a high potential to impact the Project. It is recommended that pre-characterization sediment sampling be conducted prior to the beginning of construction activities to establish baseline conditions. 4.2 General Electric Aviation Facility – 1000 Western Ave, Lynn (Map ID #2) The General Electric (GE) Aviation facility has a long history of environmental investigation and remedial activities beginning in the late 1980s. This listed MCP disposal site is divided into 6 areas of concern: Air Force Plant 29 area, Riverworks East area, Building 64 area, Building 32 and 41 area, Bennet Street area and the Gear Plant and the Jet Fuel Tank area. Additionally an investigation was conducted in the surface water and sediment of the Saugus River upstream, adjacent to and downstream of the GE facility. Due to the vast quantity of historical reports and data, only available information for the Air Force Plan 29 area and the surface water and sediment investigation data was reviewed for the purposes of assessing GE’s potential impacts on the Project. The Air Force Plant 29 area is located in the northwest corner of the disposal site, adjacent to the Site on the northeastern banks of the Saugus River. Sediment and surface water samples were collected at and around the Site which may provide a good representation of conditions that will be encountered during construction activities. In general, concentrations of VOCs, PCBs and total petroleum hydrocarbons (TPH) across GE’s property have been attributed to operations and use of oil and hazardous material (OHM) at the disposal site and PAH and metals concentrations have been attributed to the presence of urban fill. The facility is currently undergoing Phase V remedial activities. Location specific Release Abatement Measure (RAM) activities are ongoing throughout the facility. Soil and Groundwater - Based on a review of the distribution of contaminants of concern figures from the Phase II Comprehensive Site Assessment (CSA), PCBs, VOCs and TPH are detected in soil and groundwater along the Saugus River and along the north edge of the disposal site along Western Avenue. TPH in particular was detected at elevated concentrations along Western Avenue. In February 2011, a RAM was conducted adjacent to the Site for the installation of a chain link fence along the ramp for the temporary bridge associated with bridge reconstruction. According to the RAM Plan Completion report, VOCs, metals, PCBs, EPH and VPH were detected in soil in this area and TPH was detected exceeding the RCS-2 soil standards. VOCs, metals, VPH, TPH, PAHs and EPH were detected in groundwater with vinyl chloride exceeding the RCGW-2 standards. GE has taken extensive steps to line and plug drain lines and utilities that may act as a preferential pathway for new contamination to reach the Saugus River. Free-Phase Product – Light non-aqueous phase liquid (LNAPL) and aromatic halogenated VOCs, EPH and specifically trichloroethene (TCE), cis-1,2-dichloroethene and vinyl chloride have been detected L2013-352 10 A00853 - 13 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 above RCGW-2 standards northwest of Building 29. In 1993, a dual-phase recovery and treatment system was installed to address this detected contamination. The system was reviewed in 1997 and indicated the system was not efficiently removing LNAPL due to the recovery wells being screened below the water table. In the fall of 1997 only two of the eleven well pumps were operational. By January 1999, the recovery wells were routinely bailed to remove additional LNAPL not being removed by the system. As of December 2000, no measurable LNAPL was found in the recovery wells. Based on TRC’s limited review of the complex history of the GE Aviation facility, it is possible that the documented environmental impacts found at the disposal site may have migrated into and across Western Avenue. The GE Aviation Facility has been designated to have a moderate potential to impact the Project since contamination is likely deeper than the planned depth of soil disturbance. It is recommended that pre-characterization soil and groundwater (if anticipated to be encountered during construction) sampling be conducted prior to the beginning of construction activities to assess the depth and extent of possible contamination migration from the GE Aviation facility. 4.3 20 Salem Turnpike, Saugus, MA (Map ID #3) In 2004, MassDEP was notified of the detection of EPH concentrations exceeding the RCS-2 and RCGW-2 regulatory standards in soil and groundwater and of the presence of measurable (<0.10-inches) non-aqueous phase liquid (NAPL) in a monitoring well at the disposal site. Contamination was found during a limited subsurface assessment associated with a property transaction. The disposal site has historically been used as an automobile repair, towing and detailing facility and the source of contamination was presumed to be from waste oil surface spills associated with a history of performing oil changes in the northeast building. Approximately 370-tons of impacted soil were removed from the central portion of the disposal site and disposed offsite. Groundwater was encountered between 3 and 6- feet below ground surface and approximately 5,000-gallons was dewatered during excavation. The groundwater was treated and discharged to the Saugus River under a National Pollutant Discharge Elimination System (NPDES) permit. Confirmatory soil and groundwater sample results are below the applicable MassDEP standards. A Class A-2 RAO was submitted indicating that a permanent solution has been achieved but that contamination has not been reduced to background levels. Based on the location of the contamination on the disposal site, sample results in the location nearest to the Site and current regulatory status, the release associated with RTN 3-24394 has been designated to have a low potential to impact the Project. 4.4 Lavoie’s Ballard Landing - 130 Ballard Street, Saugus, MA (Map ID #4) In August 2004, MassDEP was notified of the presence of greater than ½-inch of measurable NAPL in two monitoring wells at the disposal site. The source of the NAPL was determined to be two 1,000- gallon underground storage tanks (USTs). In October, the two USTs were removed along with 59-tons of soil and 2,650-gallons of water which was disposed offsite. Confirmatory sample results indicated contamination was not sufficiently removed. An MCP Phase I ESA was submitted to MassDEP in December 2005 which indicated conditions at the disposal site do not meet the RAO criteria. The Site remained in non-compliance until October 2007 when a new Licensed Site Professional (LSP) was contracted to continue response actions. In April 2008, the area of the UST removal was re-excavated and soil was screened in the field upon removal and segregated for offsite disposal or onsite reuse. It L2013-352 11 A00853 - 14 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 should be noted that approximately 3-feet of “urban fill” was encountered at the surface of the disposal site and would likely be similarly encountered in the area of the Project corridor. The excavation was expanded laterally until acceptable screening levels were achieved or a physical barrier was encountered (i.e. utility, site building or property boundary). Confirmatory soil borings surrounding the excavation confirmed that contamination was generally confined to the area of the excavation and groundwater sample results are below the MA GW-2 and GW-3 regulatory standards. Additionally, groundwater flow was assessed to be towards the south and southwest towards a nearby marsh. A 2008 Phase II CSA concluded more investigation during times of deep water table were necessary to evaluate maximum NAPL thickness in the onsite wells. A Class A-3 RAO was submitted indicating that an AUL is required to maintain a condition of No Significant Risk at the disposal site. Based on the distance from the Site, reported groundwater flow direction and current regulatory status, the release associated with RTN 3-24149 has been designated to have low potential to impact the Project. 4.5 Urban Fill – Lynn and Saugus (Map ID #5) Based on observed Site conditions, historical maps and prior environmental investigations the surrounding area is known to contain urban fill near the surface. The 1892 and 1903 topographic maps indicate the Saugus side of the Site was historically marshland with the river wider on the Lynn side. The area on both sides of the river was filled by 1946 when the first signs of development are depicted. Urban fill was reported to exist in the top 3 feet of soil at the Lavoie’s Ballard Landing and within at least the top foot throughout the GE Aviation Facility. Additionally, the southwestern portion of the bridge is constructed on a peninsula of compacted fill material. It has been documented that urban fill exists at the Site and in surrounding area. Urban fill throughout Massachusetts can contain variable levels of contaminants including PAHs and metals. The presence of urban fill has been designated to have a moderate potential impact the Project. 4.6 History of Automotive and Marine Repair and Sales– Lynn and Saugus (Map ID #6) The area surrounding the Site is heavily developed with automotive and marine repair and sales businesses. The extended presence of these types of business may result in the presence of impacts from gasoline, diesel, waste oil, solvents, paints and/or other materials to the environment. TRC observed a strong petroleum odor in the area of the intersection of the Salem Turnpike and Ballard Street where a local utility had an open excavation. The excavated soil was observed from a distance and appeared to be a dark-gray color. For safety reasons it could not be confirmed if the excavation was the source of the odor. No other sources of a petroleum odor were observed in the area. Based on the long history of automotive and marine repair and sales in the area on both the Saugus and Lynn sides of the Project, it is possible environmental impacts typical of these types of industry are present on and directly adjacent to the site and have been designated to have a moderate potential to impact the Project. L2013-352 12 A00853 - 15 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 4.7 Belden Bly Bridge – Route 107 (Map ID #7) MassDOT’s 1997 geotechnical boring program in the vicinity of the Bridge identified soil from boring BB-3 that was black in color and had a petroleum sheen. It was also reported that groundwater appeared discolored and had a petroleum odor and sheen. No groundwater samples were collected for analysis. Soil analytical data from BB-3 indicated that the concentrations of several polycyclic aromatic hydrocarbons (PAHs) exceeded applicable reportable concentrations. A DPS report was submitted by IESI to MassDEP in August 2000 and stated that the releases summarized above were the result of upgradient petroleum sources near the corner of Route 107 and Ballard Street in Saugus, which is approximately 360 feet upgradient of Boring BB-3. It is very likely that this contamination will impact the Project due it’s location within the project limits and the nearby upgradient source of petroleum. L2013-352 13 A00853 - 16 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 5.0 CONCLUSIONS AND RECOMMENDATIONS TRC understands the construction activities planned for the areas of Site extending up Western Avenue (to the northeast) and down the Salem Turnpike (to the southwest) are limited in soil disturbance (less than two feet bgs). Construction activities in the area surrounding the existing bridge structure will involve more extensive soil disturbance (greater than two feet bgs) and sediment disturbance. Groundwater is not anticipated to be encountered during any construction activities. 5.1 Conclusions Possible environmental impacts which have the potential to affect the Site are summarized below; • Petroleum-impacted soil was found in a geotechnical boring (BB-3) immediately adjacent to the bridge’s Saugus Abutment on Route 107 during a 1997 investigation and was attributed to upgradient sources. • Contamination is documented to exist within the sediment of the Saugus River likely originating from the GE facility and/or other commercial/industrial sources along the waterway. • Contamination is documented to exist in soil and groundwater along the Site boundary at the adjacent GE facility. It is possible this contamination may extend beyond the disposal site boundary under Western Ave and therefore onto the Site. • Urban fill has been documented on and adjacent to the Site. Urban fill throughout Massachusetts can contain variable levels of contaminants including PAHs and metals. • The potential exists for undocumented releases of petroleum and hazardous materials to exist along the Site corridor due to the long history of automotive and marine uses surrounding the Site. Due to the known presence of oil-impacted soil and groundwater within the project limits, as well as the presence of urban fill, health and safety precautions and soil management will likely be necessary while disturbing the soil. Pre-characterization of soil should be completed prior to construction to evaluate potential soil management/disposal options, necessary health and safety precautions and regulatory requirements. In areas where construction activities are within the sediment of the Saugus River and adjoining banks where significant soil disturbance (greater than two feet bgs) is likely to occur; impacted soil and sediment may be encountered. Pre-characterization of soil and sediment should be completed during the design phase and prior to construction to evaluate potential soil and sediment management/disposal options, necessary health and safety precautions and regulatory requirements. If groundwater is anticipated to be encountered during construction, pre-characterization of groundwater should be completed during the design phase and prior to construction to evaluate potential groundwater management/disposal options, necessary health and safety precautions and regulatory requirements. L2013-352 14 A00853 - 17 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 5.2 Recommendations Based on the conclusions of this LESA, TRC makes the following recommendations: 5.2.1 Soil, Groundwater and Sediment Pre-Characterization Program Due to the known soil, groundwater and sediment contamination on and adjacent to the Site and in the Saugus River, TRC recommends an environmental pre-characterization program be conducted as part of the design process. This program should include the advancement of test borings and collection of analytical soil, groundwater and sediment samples, within the Site corridor at the locations of proposed disturbance. Analytical results can be used to confirm the presence or absence of contamination. In addition, the data can be used to develop a Hazardous Materials Management Plan with potential off-site disposal scenarios and costs prior to developing the contractor bid package. Based on the results of the pre-characterization program, Project construction may ultimately require additional subsurface investigation to satisfy MCP notifications/submittals that may be required and/or obtain disposal characterization information. 5.2.2 MCP Reporting Guidance One MCP disposal site is located within the Site boundary (RTN 3-14889) but has a Downgradient Property Status and is attributable to upgradient petroleum sources. One active (open) MCP disposal site is located adjacent to the Site: GE Aviation Facility, 1000 Western Avenue (Map ID #1 on Figure 2) and is located on the northeastern bank southeast of the Saugus River, east of the Site. A MCP RAM Plan or would be required if the proposed construction activities disturb soils within these MCP disposal sites. The MassDEP MCP Sites Database should be reviewed immediately prior to the start of construction to confirm there are no new active MCP disposal sites, Class C RAO sites, A-3 RAO sites, or AUL sites within the Site. 5.2.3 Soil Management Guidance It is likely contaminated soil will be uncovered during the Project. A Soil Management Plan should be prepared as part of the design process that will guide workers with the proper soil management and disposal activities. The management plan will reduce project delays and disposal costs by outlining appropriate soil management procedures (i.e. segregating contaminated soil from “clean” soil), potentially reducing project costs. Typically if contaminated soil is observed during construction (due to strong odors, oily soils, or other evidence of contamination) the contractor contacts the engineer to assess if additional environmental reporting, health and safety plans or other actions are required. L2013-352 15 A00853 - 18 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 Typically, contaminated soil is segregated from “clean” soil by placing the contaminated soil on plastic sheeting or in roll offs, and covering with plastic sheeting. Contaminated soil can be placed back in excavations at the general depths from which it was removed or be disposed of offsite. Excess contaminated soil or sediment to be shipped offsite, and has contaminant concentrations above applicable standards will need appropriate shipping records (e.g. Bill of Lading) prior to transport. Work within contaminated areas will likely require additional steps for soil/sediment management, soil/sediment disposal, MCP documentation, and appropriate worker training (e.g. OSHA HAZWOPER training). 5.2.4 Sediment Management Guidance It is likely contaminated sediment will be dredged or excavated during the Project. A Sediment Management Plan should be prepared as part of the design process that will guide workers with the proper sediment management and disposal activities. The management plan will reduce project delays and disposal costs by outlining appropriate sediment management procedures, potentially reducing project costs. Dredged materials must be pre-characterized in order to determine proper disposal options. Typically, for very large dredging projects, ocean disposal can be the most cost effective disposal option. For small or moderately sized projects, similar to this Project, land disposal will likely be a more appropriate alternative. The Massachusetts 401 Water Quality Certification (314 CMR 9.00) Regulations (401 WQC) outline the proper management, storage, transportation and disposal of dredged materials. The 401 WQC, Section 103 of the Marine Protection, Research and Sanctuaries Act (MPRSA), and Section 404 of the Clean Water Act (CWA) regulate ocean disposal of dredged material. MassDEP Policy #COMM-97-001 (Reuse and Disposal of Contaminated Soil at Massachusetts Landfills), the MCP, and Water Quality Certification regulations (314 CMR 7.00) regulate land-based disposal of dredged material. 5.2.5 Groundwater Management Guidance A Groundwater Management Plan should be prepared as part of the design process (if groundwater is anticipated to be encountered) that will guide workers with the proper groundwater management and treatment/disposal activities. Uncontaminated groundwater can be discharged to the ground in accordance with MassDEP Best Management Practices (BMPs) during dewatering. Typically, if contaminated groundwater is encountered during construction (such as oil sheen on the water in an excavation), the contractor contacts the engineer to assess if additional environmental reporting, health and safety plans, or other actions are required. Contaminated water cannot be pumped into a storm drain, to the ground, or to surface water without appropriate permits or approvals. Contaminated groundwater will need to be containerized and sampled to assess the proper treatment and off-site disposal options. Groundwater can be shipped off-site using a hazardous waste manifest or discharged to surface water after first obtaining a USEPA Remediation General Permit, or discharged to the ground (in accordance with MCP requirements). L2013-352 16 A00853 - 19 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 6.0 REFERENCES Corporate Environmental Advisors, Inc. Response Action Outcome Statement, Property at 20 Salem Turnpike, Saugus, Massachusetts. Prepared for RCG, LLC; dated January 6, 2005. Corporate Environmental Advisors, Inc. Release Abatement Measure Plan, Property at 20 Salem Turnpike, Saugus, Massachusetts. Prepared for RCG, LLC; dated November 4, 2004. Fay, Spofford & Thorndike, LLC. Geotechnical Report, Bridge No. L-18-016=S-05-008, Route 107 over the Saugus River, Belden G. Bly Bridge, Lynn/Saugus, dated December 2004. Fluor Daniel GTI, Immediate Response Action Completion Report, General Electric Company Aircraft Engines – Outfall #7, 1000 Western Ave, Lynn, Massachusetts, prepared for GE; dated May 26, 1998. Goldman Environmental Consultants, Inc. Activity and Use Limitation, 130 Ballard Street, Saugus, Massachusetts. Prepared for Lavoie’s Ballard Landing, Inc: dated January 28, 2009. Goldman Environmental Consultants, Inc. Immediate Response Action Plan Modification/Status Report, 130 Ballard Street, Saugus, Massachusetts. Prepared for Lavoie’s Ballard Landing, Inc: dated January 28, 2009. Goldman Environmental Consultants, Inc. Phase II Comprehensive Site Assessment Including Method 3 Risk Characterization, 130 Ballard Street, Saugus, Massachusetts. Prepared for Lavoie’s Ballard Landing, Inc: dated October 8, 2008. Goldman Environmental Consultants, Inc. Phase I Initial Site Investigation and Tier Classification Submittal, 130 Ballard Street, Saugus, Massachusetts. Prepared for Lavoie’s Ballard Landing, Inc: dated October 8, 2008. Innovative Engineering Solutions, Inc. Downgradient Property Status Submittal, Belden Bly Bridge, Route 107 Salem Turnpike, Saugus, Massachusetts, RTN 3-14889. Prepared for MassHighway, dated August 2000. IT Corporation, Phase II Comprehensive Site Assessment Report, General Electric Aircraft Engines River Works Facility, Lynn, Massachusetts, RTN 3-0357. Prepared for GE, dated April 12, 2001. Massachusetts Department of Environmental Protection, Priority Resource Map, April 10, 2012, On-line: http://maps.massgis.state.ma.us/21e/viewer.htm. Massachusetts Department of Environmental Protection, Waste Site/Reportable Releases Look Up, April 5, 2012, On-line: http://public.dep.state.ma.us/SearchableSites/Search.asp. Ransom Environmental Consultants, Inc. Immediate Response Action Plan, Outfall 010, General ElectricCompany, 1000 Western Ave, Lynn, Massachusetts, prepared for GE: dated July 30, 1996. Shaw Environmental, Inc. GE Consolidated Release Abatement Measure Plan, GE River Works Facility, Lynn, Massachusetts, prepared for GE: dated August 2012. Shaw Environmental, Inc. Release Abatement Measure Plan, Fence Installation north of Building 29-4, GE River Works Facility, Lynn, Massachusetts, prepared for GE: dated November 9, 2010. L2013-352 17 A00853 - 20 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 Shaw Environmental, Inc. Release Abatement Measure Completion Report, Fence Installation north of Building 29-4, GE River Works Facility, Lynn, Massachusetts, prepared for GE: dated February 21, 2011. Skehan, 2001. Roadside Geology of Massachusetts. Mountain Press. James W. Skehan, 2001. United States Geological Survey, Bedrock Geologic Map of Massachusetts, Zen et al., 1983. United States Geological Survey, Lynn, Massachusetts Topographic Quadrangle, 7.5-Minute Series, dated 2012. University of New Hampshire Dimond Library. http://docs.unh.edu/nhtopos/nhtopos.htm. USGS topographic quadrangle maps, dated 1941 and 1949. L2013-352 18 A00853 - 21 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 ATTACHMENT A Figure 1 – Site Location Map Figure 2 – Site Plan Figure 3 – MassDEP Priority Resource Map L2013-352 A00853 - 22 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SITE LOCATION 650 Suffolk Street Massachusetts Wannalancit Mills Lowell, MA 01854 978-970-5600 $ SITE LOCUS BELDEN BLY BRIDGE REPLACEMENT PROJECT Map Location SAUGUS AND LYNN, MA Basemap: Boston North and Lynn 7.5-Minute 0 1,000 2,000 USGS Topographic Quadrangles Feet FIGURE 1 DATE: 9/11/2013 R:\Projects\GIS_2012\167405_LynnSaugus\mxd\Fig1_SiteLoc_2013-09-11.mxd A00853 - 23 Houston St Harvard Ave Ballard St Western Ave Caps Auto Wrecking Dudley St 1069 Western Ave. Bridge Auto Sales 1127 Western Ave. GE Aviation Facility 1000 Western Ave. Saugus River LYNN Osaka Auto Sales RTN 3-00357 1147 Western Ave. Air Force Building 29 Area 6 Stoneham Boat Center, Inc. e v A 1147 Western Ave. rn te s a 2 E Lavoie's Ballard Landing 1 Proposal 130 Ballard Street RTN 3-24149 Warehouse A00853 No. 5 A M Detail & Auto Repair/ 4 Ken's Car Care 604952-109691 3 20 Salem Turnpike - 7 RTN 3-24394 24 New England Auto Sales 19 Salem Turnpike Belden Bly Bridge SAUGUS Route 107 RTN 3-14889 Salem Tpke UV107 Addendum 650 Suffolk Street Site Boundary Wannalancit Mills Lowell, MA 01854 Parcels 978-970-5600 No. Groundwater Flow 10, Note: Refer to Section 4 for AERIAL MAP $ August Surface Water Flow information on Map IDs 1-7. BELDEN BLY BRIDGE REPLACEMENT PROJECT SAUGUS AND LYNN, MA 28, Source: Mass. Dep't of Transportation 2020 Orthophotography: ESRI/Microsoft 0 200 400 Feet FIGURE 2 DATE: 11/2/2015 R:\Projects\GIS_2012\167405_LynnSaugus\mxd\Fig2_SitePlan_2015-10-30.mxd Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 FAIRMONT AVENUE KESLAR AVENUE MURRAY STREET HAMILTON STREET SPENCER STREET TOWER AVENUE ABBOTT STREET ECHO PLACE BOSTON STREET WATERFORD STREET BROWNS AVENUE COTTAGE STREET MARKET SQUAREELM STREET BOSTON STREET PACE ROAD SUMMER STREET HAMILTON STREET SAUGUS WINNEPURKITAVENUE HOOD STREET LAUREL STREET LAUREL ASHLAND STREET ASHLAND LINDEN STREET LOWELL STREET SUMMER STREET SOUTH STREET DEARBORN AVENUE MURPHY AVENUE HOUGHTON STREETELMWOOD AVENUEOAKVILLE STREET WRIGHT STREET LIGHT STREET ORCHARD STREET NORTH COASTAL LYNN MINOT STREET WINTER STREET RICHARD STREET CHESTNUT STREET CANAL STREET GRANDVIEW AVENUE LINCOLNAVENUE NEWHALL STREET BALLARD STREET SPENCER AVENUE RIVER STREET WESTERN AVENUE HOUSTON STREET CAMDEN STREET ELAINE AVENUEOVERLEA AVENUE DUDLEY STREET LINCOLN AVENUE WESTERN AVENUE RICHARD STREET NORTH COASTAL WOLCOTT ROAD BALLARD STREET GATES ROAD D LYNNWAY DUSTIN STREET CARR ROAD SERINO WAY BRISTOW STREET SEAGIRT AVENUE LYNNWAY CIAMPA DRIVE LYNNWAY PEVWELL DRIVE SAUGUS EASTERN AVENUE LYNNWAY SALEM TURNPIKE RICE AVENUE WHITIN AVENUE LANCASTER AVENUE REVERE NORTH SHORE ROAD SALEM TURNPIKE NORTH COASTAL ALDEN AVENUE LYNNWAY GOODWIN AVENUE MILLS AVENUE 500 FEET & 0.5 MILE RADII HAYES AVENUE LYNNWAY Roads: Limited Access, Multi-Lane, Major/Minor, Track, Trail Wannalancit Mills Railroad, Pipline, Powerline \\\ !!!!!! 650 Suffolk Street Lowell, MA 01854 Major Basin, Sub Basin, Perennial Stream, Intermittent Stream, 978-970-5600 Shoreline, Man made Shore, Dam, Aqueduct Wetland, Salt Wetland, Submerged Wetland, Open Water, Reservoir, Tidal Flat/Shoal FIGURE 3 Potentially Productive Aquifers: Medium, High Yield Non-Potential Drinking Water Source Area: Medium, High Yield MASSDEP PRIORITY RESOURCES MAP EPA Sole Source Aquifer, FEMA 100 Yr. Floodplain, DEP Solid Waste Facility BELDEN BLY BRIDGE Approved Zone II, IWPA, Surface Water Supply Zone A REPLACEMENT PROJECT Protected Open Space, ACEC SAUGUS AND LYNN, MA ´[ Priority Habitat, Certified Vernal Pool 0 500 1,000 1,500 Boundaries: County and Town AUG Public Water Supplies: Ground, Surface, Non-Community (NTNC, TNC) &% &% &( &( Source: MassGIS/EOEA O Feet 2013 A00853 - 25 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 ATTACHMENT B MassDEP Reportable Release Lookup Listing (Saugus) MassDEP Reportable Release Lookup Listing (Lynn) L2013-352 A00853 - 26 SearchableSites Page 1 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Reportable Release Lookup Locations Map Legend | Data Questions? 100 m 200 ft The search returned 189 results | Search Keywords >> 'SAUGUS' | Data last updated: 08/13/2013 Page:1 of 1 Sorted by: RTN GIS Previous Next City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS SALEM TPKE DEWEY DAGGETT PHASE 3-0000044 SAUGUS NONE 1986-04-03 TIER 1A 1993-10-01 Files RTE 107 LANDFILL III 1252 PHASE 3-0000072 SAUGUS BROADWAY GIBBS STATION NONE 1986-02-24 RAO 2000-03-03 A2 Files III RTE 1 1330 BROADWAY 3-0000101 SAUGUS BROADWAY NONE 1987-01-15 DEPNFA 1986-07-31 Files MOBIL RTE 1 8 NORCOM RHODES PHASE 3-0000540 SAUGUS NONE 1985-10-29 RAO 2008-10-22 C2 Oil Files MAP WAY CONSTRUCTION IV 212 PHASE 3-0001141 SAUGUS BROADWAY TEXACO STATION NONE 1990-01-15 RAO 1996-12-16 B1 Files II RTE 1 400 LYNN 3-0001230 SAUGUS MUTUAL OIL FMR NONE 1989-10-15 RAO 2001-01-05 NC Oil Files FELLS PKWY 50 HAMILTON 3-0001231 SAUGUS MUTUAL OIL NONE 1989-10-15 RAO 1995-02-03 A2 Files AVE 172 LYNN PHASE 3-0001340 SAUGUS EXXON STATION NONE 1990-01-15 RAO 1996-11-26 A3 Files MAP FELLS PKWY II RTE 107 OR GENERAL ADEQUATE 3-0001599 SAUGUS 1100 WESTERN ELECTRIC NONE 1987-01-15 1993-12-23 Files REG AVE LANDFILL 3-0001957 SAUGUS 2 ESSEX ST MOBIL 01 309 NONE 1989-01-15 RAO 1995-01-25 A2 Oil Files 368 EXXON SERVICE PHASE Hazardous 3-0002215 SAUGUS NONE 1989-10-15 RAO 1999-03-10 A2 Files MAP BROADWAY STATION 3 5879 IV Material 421 3-0002497 SAUGUS PROPERTY NONE 1989-10-15 RAO 1994-09-01 A2 Files BROADWAY 3-0002908 SAUGUS 71-73 VINE ST PROPERTY NONE 1992-01-15 RAO 1998-02-18 C1 Files MAP 700 3-0002941 SAUGUS SUNOCO STATION NONE 1990-01-15 RAO 1994-07-15 A2 Oil Files BROADWAY 720 SAUGUS PINES 3-0002960 SAUGUS NONE 1990-10-15 RAO 1997-08-22 B1 Oil Files BROADWAY MOTOR COURT 220 PHASE 3-0003019 SAUGUS MERIT OIL NONE 1990-01-15 RAO 1997-07-29 A2 Files BROADWAY II 1123 SOUTH MOBIL STATION PHASE 3-0003250 SAUGUS NONE 1990-07-15 RAO 1998-06-01 A2 Files BROADWAY 01 CYT III ANGELO & SONS 3-0003641 SAUGUS JUNIPER DR NONE 1990-08-05 DEPNFA 1996-06-11 Oil Files OIL CO 3-0003810 SAUGUS BUS GARAGE NONE 1991-02-12 RAO 2004-06-02 A2 Oil Files MAP http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 27px 8/15/2013 SearchableSites Page 2 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS 24 BENNETT PHASE HWY II HENKEL 222 CENTRAL PHASE 3-0003949 SAUGUS CORPORATION NONE 1992-04-15 RAO 1999-10-18 A3 Oil Files MAP ST III FACILITY NEW ENGLAND 1199-1309 3-0003956 SAUGUS SHOPPING NONE 1992-07-15 WCSPRM 1994-11-22 Oil Files BROADWAY CENTER 1481-1483 GIBBS FORD PHASE 3-0003974 SAUGUS NONE 1993-10-01 RAO 2002-06-28 A2 Oil Files MAP BROADWAY SERVICE STATION III 3-0003998 SAUGUS 345 MAIN ST VILLAGE PLAZA NONE 1993-07-15 RAO 2012-08-30 Files MAP 595 COMMERCIAL 3-0004725 SAUGUS NONE 1993-10-01 RAO 1998-07-10 A3 Oil Files MAP BROADWAY PROPERTY 3-0006029 SAUGUS 6 CLIFF RD PROPERTY NONE 1994-03-23 RAO 2000-02-09 A1 Oil Files IN FRONT OF RT 1 RT 1 3-0010077 SAUGUS PAINT & TWO HR 1993-10-20 RAO 1994-03-08 A1 Oil Files NORTHBOUND HARDWARE 190 RT 1 N@WALNUT Hazardous 3-0010122 SAUGUS TWO HR 1993-10-29 RAO 1993-12-29 A1 Files BROADWAY ST Material 1325 SEARS STORE PHASE 3-0010245 SAUGUS 72 HR 1993-12-01 RAO 1997-08-04 A3 Oil Files MAP BROADWAY #1053 II PHASE 3-0010309 SAUGUS 66 BROADWAY NO LOCATION AID 72 HR 1993-12-16 STMRET 2009-06-15 Oil Files MAP III BREAKHEART 3-0010554 SAUGUS 447 FOREST ST 72 HR 1994-02-08 RAO 1997-03-26 A2 Oil Files MAP RESERVATION 1170 3-0011173 SAUGUS SHERMAN PLAZA TWO HR 1994-06-21 RAO 1994-07-14 A2 Oil Files MAP BROADWAY 21 SOUTH SIDE 3-0011490 SAUGUS HAMMERSMITH TWO HR 1994-08-17 RAO 1994-12-09 A1 Oil Files MAP STEVENS POND DR 1252 3-0011702 SAUGUS RTE 1 72 HR 1994-10-07 RTN CLOSED 1997-03-14 Oil Files MAP BROADWAY 368 EXXON GASOLINE PHASE Hazardous 3-0011735 SAUGUS TWO HR 1994-10-16 RAO 1999-03-10 Files MAP BROADWAY STATION #35879 IV Material 109 BALLARD EASTERN TOOL & PHASE Hazardous 3-0011942 SAUGUS 120 DY 1994-12-08 REMOPS 2013-04-15 Files MAP ST STAMPING CO INC V Material JUST SOUTH OF 3-0012089 SAUGUS RTE 1 S TWO HR 1995-01-22 RAO 1995-04-14 A1 Oil Files MAP WALNUT 244 CENTRAL SAUGUS IRON PHASE Hazardous 3-0012551 SAUGUS 120 DY 1995-04-14 RAO 1998-09-23 B2 Files MAP ST WORKS II Material 1020 3-0012608 SAUGUS RT 1 120 DY 1995-06-22 RAO 1995-08-28 A2 Oil Files MAP BROADWAY ADJACENT TO 3-0012850 SAUGUS SALEM TPKE TWO HR 1995-09-07 RTN CLOSED 2007-06-11 Files RESCO SQUARE ONE 3-0012871 SAUGUS RTE 1 TWO HR 1995-08-30 RAO 1995-10-23 A1 Oil Files MAP MALL 298 CENTRAL PHASE Hazardous 3-0012903 SAUGUS TOWN HALL 120 DY 1995-09-08 RAO 2006-09-11 A2 Files MAP ST II Material SEARS 1325 AUTOMOTIVE CTR PHASE 3-0013205 SAUGUS 120 DY 1995-12-01 RAO 1997-08-04 Files MAP BROADWAY #1053/SQUARE 1 II MALL 244 CENTRAL Hazardous 3-0013248 SAUGUS NO LOCATION AID TWO HR 1995-12-12 RAO 1998-09-23 Files MAP ST Material 1069 3-0013639 SAUGUS NO LOCATION AID 72 HR 1996-04-09 RAO 1996-06-07 A2 Oil Files MAP BROADWAY 1393 3-0014293 SAUGUS AT BUFFORD ST 120 DY 1996-10-01 RAO 1997-10-02 B1 Oil Files MAP BROADWAY ANIMAL Oil and 300 PHASE 3-0014356 SAUGUS HOSPITAL/RTE 1 72 HR 1996-10-18 RAO 1998-08-04 A2 Hazardous Files MAP BROADWAY II NORTH Material WAYBRIGHT 3-0014614 SAUGUS TALBOT ST TWO HR 1996-12-11 RAO 1997-07-03 A2 Oil Files MAP SCHOOL PENNY 3-0014647 SAUGUS 104 ADAMS ST TWO HR 1996-12-19 RAO 1997-12-19 A1 Oil Files MAP BROOK/DAVIS CT SALEM TPKE BELDEN BLY Hazardous 3-0014889 SAUGUS 120 DY 1997-03-05 DPS 2000-08-29 Files MAP (RTE 107) BRIDGE Material 3-0015052 SAUGUS 60 SALEM TPKE NO LOCATION AID 120 DY 1997-04-23 RAO 2007-09-24 B1 Files MAP Oil and 368 PHASE 3-0015053 SAUGUS NO LOCATION AID 120 DY 1997-04-23 RAO 1999-03-10 Hazardous Files MAP BROADWAY IV Material @ RICHARDSON 3-0015216 SAUGUS WATER ST TWO HR 1997-06-18 RAO 1997-08-18 A1 Oil Files MAP CIR MCCARTHY PENNSYLVANIA 3-0015269 SAUGUS PORTABLE 72 HR 1997-07-02 RAO 1997-10-17 A2 Oil Files MAP AVE REAR OF STRUCTURES PIERCE SAUGUS HIGH 3-0015480 SAUGUS TWO HR 1997-08-28 RAO 1998-07-10 A2 Oil Files MAP MEMORIAL DR SCHOOL PHASE 3-0015504 SAUGUS 28 GROVE ST NO LOCATION AID TWO HR 1997-09-06 RAO 2011-09-02 A2 Oil Files MAP V BELL ATLANTIC PHASE 3-0015668 SAUGUS 459 MAIN ST 72 HR 1997-10-30 RAO 2006-03-09 A2 Oil Files MAP LEASED GARAGE V 298 CENTRAL 3-0015750 SAUGUS TOWN HALL 120 DY 1997-11-25 RTN CLOSED 2003-06-30 Oil Files MAP ST 27 HAMILTON SAUGUS TOWN 3-0016836 SAUGUS 72 HR 1998-05-27 RAO 1998-08-03 A2 Oil Files MAP ST HALL 3-0016856 SAUGUS STAR 72 HR 1998-05-29 RAO 1999-05-28 A2 Oil Files MAP http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 28px 8/15/2013 SearchableSites Page 3 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS 212 PHASE BROADWAY II 846 SAUGUS MOBILE Hazardous 3-0016877 SAUGUS BROADWAY TWO HR 1998-06-03 RAO 2009-01-15 A2 Files MAP PARK Material LOT 38 BLESSED PHASE 3-0016923 SAUGUS 14 SUMMER ST SACRAMENT 72 HR 1998-06-16 RAO 2000-01-14 A2 Oil Files MAP II CHURCH BLESSED PHASE 3-0016924 SAUGUS 14 SUMMER ST SACRAMENT 72 HR 1998-06-16 RAO 1999-10-28 A2 Oil Files MAP II RECTORY 3-0017205 SAUGUS 2 MILAN AVE NO LOCATION AID TWO HR 1998-08-22 RAO 1998-10-07 A1 Oil Files MAP 1330 BROADWAY 3-0017277 SAUGUS 72 HR 1998-09-10 RAO 1999-09-17 A2 Oil Files MAP BROADWAY SERVICE STATION 209 SALVATION 3-0017338 SAUGUS 72 HR 1998-09-24 RAO 1999-03-15 A2 Oil Files MAP BROADWAY ARMY 3-0017546 SAUGUS RTE 1 N NO LOCATION AID TWO HR 1998-11-07 RAO 1999-11-12 A2 Oil Files MAP 1481 3-0017561 SAUGUS YORK FORD TWO HR 1998-11-12 RAO 1999-03-22 A3 Files MAP BROADWAY 244 CENTRAL SAUGUS IRON Hazardous 3-0017734 SAUGUS 120 DY 1998-12-15 DPS 1998-12-15 Files MAP ST WORKS Material MONUMENT PHASE 3-0017822 SAUGUS 9 MAIN ST SQUARE SERVICE 72 HR 1999-01-05 RAO 2004-01-12 A3 Oil Files MAP II CENTER 14 CRESCENT 3-0017889 SAUGUS NO LOCATION AID TWO HR 1999-01-24 RAO 1999-04-01 A2 Oil Files MAP AVE APPLEWOOD PROCOPIO Hazardous 3-0018263 SAUGUS 120 DY 1999-05-03 RAO 2000-05-10 A2 Files MAP ST DEVELOPMENT Material Oil and LONGWOOD LONGWOOD 3-0018264 SAUGUS 120 DY 1999-05-03 RAO 2000-05-10 A2 Hazardous Files MAP AVE ESTATES Material FMR VETERANS 3-0018700 SAUGUS 50 HURD AVE 72 HR 1999-08-31 RAO 2001-09-28 A2 Oil Files MAP SCHOOL 400 LYNN 3-0018735 SAUGUS MUTUAL OIL 72 HR 1999-09-13 RTN CLOSED 2000-03-15 Oil Files MAP FELLS PKWY 24 BENNETT PHASE 3-0018783 SAUGUS NO LOCATION AID 72 HR 1999-09-23 RAO 2004-05-28 A2 Oil Files MAP HWY II 3-0018892 SAUGUS 180 MAIN ST NO LOCATION AID TWO HR 1999-10-28 RAO 1999-12-23 A1 Oil Files MAP 340 LINCOLN 3-0018968 SAUGUS NO LOCATION AID 120 DY 1999-11-15 RAO 2000-12-18 B1 Oil Files MAP AVE 3-0019230 SAUGUS MAIN ST NO LOCATION AID TWO HR 2000-02-02 RAO 2000-02-25 A1 Oil Files MAP Oil and 172 LYNN EXXON GAS 3-0019817 SAUGUS 120 DY 2000-08-01 RAO 2007-12-20 A2 Hazardous Files MAP FELLS PKWY STATION Material Oil and 1481 PHASE 3-0020113 SAUGUS RTE 1 120 DY 2000-11-13 RAO 2004-01-26 A3 Hazardous Files MAP BROADWAY II Material 3-0020337 SAUGUS MAGNOLIA ST NEAR WALNUT ST TWO HR 2001-01-22 RAO 2001-06-29 A1 Oil Files MAP 15 COLLINS 3-0020396 SAUGUS RESIDENCE TWO HR 2001-02-14 RAO 2001-11-07 A2 Oil Files MAP AVE 3-0020430 SAUGUS 459 MAIN ST VERIZON TWO HR 2001-02-27 RAO 2001-04-26 A2 Oil Files MAP 1393 3-0020564 SAUGUS BUFFORD ST 120 DY 2001-03-28 RAO 2002-03-15 A2 Files MAP BROADWAY 1481 3-0020625 SAUGUS YORK FORD 72 HR 2001-04-25 RAO 2001-12-05 A2 Oil Files MAP BROADWAY 19 SALEM TPKE ADJ TO CITGO 3-0020788 SAUGUS AND BALLARD 120 DY 2001-06-11 URAM 2001-06-15 Oil Files STATION ST SQUARE ONE 3-0021099 SAUGUS NO LOCATION AID TWO HR 2001-09-21 RAO 2001-11-28 A1 Oil Files MAP MALL 300 SAUGUS ANIMAL 3-0021199 SAUGUS TWO HR 2001-10-22 RAO 2001-12-13 A1 Files MAP BROADWAY HOSPITAL 3-0021370 SAUGUS 6 GIANNA DR NO LOCATION AID TWO HR 2002-01-03 RAO 2002-02-25 A2 Files MAP 584 BROADWAY LONESTAR 3-0021378 SAUGUS TWO HR 2002-01-05 RAO 2002-02-25 A2 Files MAP (US RTE 1 STEAKHOUSE NORTH) 1123 MOBIL FACILITY 3-0021585 SAUGUS BROADWAY TWO HR 2002-03-19 RAO 2002-05-20 A1 Oil Files MAP 01 CYT RTE 1 U SOUTH RTE 1 UTILITY POLE NO 3-0021815 SAUGUS TWO HR 2002-06-04 RAO 2002-07-23 A1 Oil Files MAP N 31 298 CENTRAL FMR POLICE AND 3-0021871 SAUGUS 72 HR 2002-06-21 RTN CLOSED 2003-06-30 Oil Files MAP ST FIRE STA VERIZON 3-0022063 SAUGUS 459 MAIN ST TWO HR 2002-08-30 RAO 2003-01-08 A2 Files MAP FACILITY 3-0022140 SAUGUS 86 BROADWAY RTE 1 TWO HR 2002-10-11 RAO 2002-11-29 A1 Oil Files MAP 1325 SQUARE ONE 3-0022414 SAUGUS 120 DY 2002-12-19 RAO 2003-12-17 A2 Oil Files BROADWAY MALL 77 3-0022422 SAUGUS SWEETWATER NO LOCATION AID TWO HR 2002-12-23 RAO 2003-12-23 A2 Oil Files MAP ST OAKLANDALE PHASE 3-0022445 SAUGUS 47 MAIN ST TWO HR 2003-01-04 RAO 2005-07-07 A2 Oil Files MAP SCHOOL II BROOK BEHIND 147 HAMILTON 3-0022450 SAUGUS EARLENE & TWO HR 2003-01-07 RAO 2004-12-29 A2 Oil Files MAP ST HAMILTON http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 29px 8/15/2013 SearchableSites Page 4 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS 3-0022501 SAUGUS RUMNEY SOIL PILES 120 DY 2003-01-17 RAO 2004-10-12 B1 Oil and Files MAP MARSH TER RUMNEY MARSH Hazardous Material LINCOLN AVE LINCOLN AVE AT 3-0022668 SAUGUS TWO HR 2003-03-12 RAO 2003-03-26 A1 Oil Files MAP AND SMITH RD SMITH ST 3-0022735 SAUGUS 26 EMORY ST NO LOCATION AID TWO HR 2003-04-02 RAO 2003-05-14 A1 Oil Files 17 INDIAN 3-0022750 SAUGUS NO LOCATION AID 72 HR 2003-04-04 RAO 2003-06-03 A2 Oil Files MAP ROCK DR Oil and 216-218 3-0022796 SAUGUS NO LOCATION AID 120 DY 2003-04-16 RAO 2003-08-15 A2 Hazardous Files MAP HAMILTON ST Material Oil and 1134 3-0022838 SAUGUS RTE 1 120 DY 2003-05-06 RAO 2003-07-18 A2 Hazardous Files MAP BROADWAY Material 846 3-0022990 SAUGUS NO LOCATION AID TWO HR 2003-07-06 RAO 2004-07-06 A2 Oil Files MAP BROADWAY 1325 SQUARE ONE 3-0023119 SAUGUS 120 DY 2003-08-19 RAO 2004-08-09 A2 Oil Files MAP BROADWAY MALL 1481 FORD 3-0023212 SAUGUS 72 HR 2003-09-29 RAO 2004-09-29 A2 Oil Files MAP BROADWAY DEALERSHIP 1325 SEARS AUTO 3-0023285 SAUGUS TWO HR 2003-10-17 RAO 2005-03-11 A1 Oil Files MAP BROADWAY CENTER 6163 SQUARE ONE 1201 MALL BETWEEN 3-0023333 SAUGUS TWO HR 2003-11-03 RAO 2004-01-07 A1 Oil Files MAP BROADWAY SEARS AND TJ MAX 3-0023479 SAUGUS 28 BALLARD ST TOWN EASEMENT 120 DY 2003-12-31 URAM 2004-01-20 Oil Files MAP VICINITY OF Hazardous 3-0023738 SAUGUS 1500 NO LOCATION AID 120 DY 2004-04-05 RAO 2004-04-05 B1 Files MAP Material BROADWAY CASELLA 3-0023861 SAUGUS 56 DENVER ST TWO HR 2004-05-14 RAO 2004-06-28 A1 Oil Files MAP AUTOMOTIVE 3-0023866 SAUGUS RTE 107 NO LOCATION AID TWO HR 2004-05-14 RAO 2004-09-20 A1 Files MAP REAR ESSEX ST SHUTE BROOK 3-0023969 SAUGUS TWO HR 2004-06-11 RAO 2005-11-08 A1 Oil Files @ RT 1 N TRIBUTARY 2A SALEM PATTYS AUTO PHASE 3-0024015 SAUGUS TWO HR 2004-06-24 RAO 2009-02-11 C1 Oil Files MAP TPKE PARTS INC III BETWEEN MAIN 3-0024140 SAUGUS VINE ST TWO HR 2004-08-12 RAO 2004-10-18 A1 Files MAP ST & ESSEX ST 130 BALLARD PHASE 3-0024149 SAUGUS NO LOCATION AID 72 HR 2004-08-16 RAO 2009-02-02 A3 Files MAP ST III 324 LYNN RESIDENTIAL 3-0024301 SAUGUS TWO HR 2004-10-06 RAO 2005-08-26 A2 Oil Files MAP FELLS PKWY PROPERTY Hazardous 3-0024394 SAUGUS 20 SALEM TPKE NO LOCATION AID 120 DY 2004-11-05 RAO 2005-02-03 A2 Files MAP Material Oil and 306-308 308 CENTRAL PHASE 3-0024468 SAUGUS 120 DY 2004-12-03 RAO 2010-10-27 B2 Hazardous Files MAP CENTRAL ST PLAZA II Material PENNYBROOK Hazardous 3-0024708 SAUGUS 71-73 VINE ST TOWNHOUSE TWO HR 2005-03-25 TIER 2 1997-09-18 Files MAP Material UNITS 1-3 RTE 1 SOUTH UTILITY POLE NO 3-0024762 SAUGUS TWO HR 2005-04-08 RAO 2005-06-08 A1 Oil Files MAP OF RT 99 42 GOLDEN HILLS PHASE 3-0024786 SAUGUS HOWARD ST SUBSTATION 120 DY 2005-04-19 RAO 2008-04-18 A3 Files MAP II TRANS NO 1 WALNUT & Hazardous 3-0024880 SAUGUS 92 WALNUT ST TWO HR 2005-05-19 RAO 2006-01-09 A1 Files WATER STREETS Material 172 LYNN EXXON GASOLINE Hazardous 3-0025079 SAUGUS 72 HR 2005-07-29 RTN CLOSED 2006-05-30 Files MAP FELLS PKWY STATION Material 3-0025160 SAUGUS 48 DENVER ST NO LOCATION AID TWO HR 2005-08-22 RAO 2005-10-12 A2 Oil Files MAP VERIZON EQUIPMENT 3-0025186 SAUGUS 459 MAIN ST TWO HR 2005-08-26 RAO 2005-10-21 A1 Oil Files MAP STORAGE AND PARKING LO 3-0025188 SAUGUS 48 DENVER ST NO LOCATION AID 120 DY 2005-09-15 RAO 2006-02-27 A1 Oil Files MAP 139 WALNUT 3-0025238 SAUGUS NO LOCATION AID TWO HR 2005-09-16 RAO 2005-11-15 A2 Oil Files MAP ST 1715 AGGREGATE 3-0025355 SAUGUS TWO HR 2005-10-27 RAO 2005-12-21 A1 Oil Files MAP BROADWAY INDUSTRIES 1831 3-0025385 SAUGUS HYDRAULIC SPILL TWO HR 2005-11-08 RAO 2006-01-09 A1 Oil Files MAP BROADWAY 1831 AGGREGATE 3-0025395 SAUGUS TWO HR 2005-11-14 RAO 2005-12-30 A2 Oil Files MAP BROADWAY INDUSTRIES 19 INDIAN 3-0025653 SAUGUS NO LOCATION AID 72 HR 2006-02-08 RAO 2006-06-09 A2 Oil Files MAP ROCK DR PHASE 3-0025731 SAUGUS 54 STONE ST HOMEOWNER TWO HR 2006-03-14 RAO 2011-02-03 A2 Oil Files MAP II HIDDEN VALLEY PHASE Hazardous 3-0025910 SAUGUS 10 KIMBALL LN 120 DY 2006-05-24 RAO 2011-12-29 A2 Files MAP TRUST IV Material RIVERSIDE 3-0025976 SAUGUS 164 WINTER ST TWO HR 2006-06-11 RAO 2006-08-11 A2 Oil Files MAP CEMETERY 3-0026028 SAUGUS 49 SCHOOL ST HOMEOWNER TWO HR 2006-07-06 RAO 2006-09-08 A1 Oil Files MAP 12 SUNNYSIDE 3-0026216 SAUGUS NO LOCATION AID TWO HR 2006-09-11 RAO 2006-11-10 A2 Oil Files MAP AVE 3-0026264 SAUGUS 4 MCLEAN RD NO LOCATION AID TWO HR 2006-10-01 RAO 2006-11-30 A2 Files MAP 3-0026282 SAUGUS TWO HR 2006-10-11 RAO 2008-10-10 A2 Oil Files MAP http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 30px 8/15/2013 SearchableSites Page 5 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS 62 SINGLE FAMILY PHASE SWEETWATER RESIDENTIAL II ST MELROSE 1831 PHASE 3-0026329 SAUGUS PORTION OF TWO HR 2006-10-25 RAO 2009-08-14 A2 Files MAP BROADWAY II PROPERTY 1831 3-0026578 SAUGUS NO LOCATION AID 120 DY 2007-02-02 RAO 2008-02-11 A3 Oil Files MAP BROADWAY 19 SALEM 3-0026587 SAUGUS TURNPIKE @ INTERSECTION 120 DY 2007-02-08 URAM 2007-02-14 Oil Files MAP BALLARD ST 368 3-0026940 SAUGUS RTE 1N TWO HR 2007-07-12 RAO 2007-11-16 A1 Oil Files MAP BROADWAY POND BORDERING PHASE 3-0026949 SAUGUS STILLINGS RD 25 STILLINGS TWO HR 2008-09-05 RAO 2011-02-22 A2 Oil Files MAP II ROAD 1420-1434 FMR PINE CREST 3-0027091 SAUGUS 120 DY 2007-09-05 RAO 2008-08-07 A2 Files MAP BROADWAY MOTEL 1420-1434 3-0027107 SAUGUS NO LOCATION AID 72 HR 2007-09-13 RAO 2008-08-07 Oil Files MAP BROADWAY 846 SAUGUS MOBILE Oil and PHASE 3-0027334 SAUGUS BROADWAY HOME PK SUND TWO HR 2007-12-20 RAO 2010-07-09 A2 Hazardous Files MAP II UNIT 42 LOT Material 189 CENTRAL 3-0027396 SAUGUS NO LOCATION AID 120 DY 2008-01-11 RAO 2008-05-09 A2 Files MAP ST 109 BALLARD REAR OF 109 Hazardous 3-0027778 SAUGUS 120 DY 2008-06-23 RAO 2008-09-02 B2 Files MAP ST BALLARD ST Material BRISTOW DCR BRISTOW 3-0027793 SAUGUS STREET AT STREET 120 DY 2008-06-24 RTN CLOSED 2011-06-21 Oil Files MAP EASTERN AVE GATEWAY 1831 AGGREGATE 3-0027807 SAUGUS TWO HR 2008-06-30 RAO 2008-08-29 A1 Files MAP BROADWAY INDUSTRIES BRISTOW DCR BRISTOW PHASE 3-0027809 SAUGUS STREET AT STREET 120 DY 2008-06-30 TIER 2 2011-06-21 Files MAP II EASTERN AVE GATEWAY 1831 AGGREGATE 3-0027860 SAUGUS TWO HR 2008-07-25 RAO 2008-09-23 A1 Oil Files MAP BROADWAY INDUSTRIES TRANSFMR NO 2 PHASE 3-0028298 SAUGUS 83 HOWARD ST GOLDEN HILLS NO 120 DY 2009-01-30 RAO 2013-01-29 A3 Oil Files MAP IV 90 SUBSTA Oil and 357 FMR STAR 3-0028344 SAUGUS 72 HR 2009-02-27 RAO 2009-05-05 A2 Hazardous Files MAP BROADWAY MARKET UST Material ASPHALT 3-0028485 SAUGUS 180 MAIN ST TWO HR 2009-05-04 RAO 2009-05-28 A1 Oil Files MAP PARKING LOT 1831 AGGREGATE Hazardous 3-0028524 SAUGUS TWO HR 2009-05-22 RAO 2009-07-01 A1 Files MAP BROADWAY INDUSTRIES Material 1831 AGGREGATE 3-0028625 SAUGUS TWO HR 2009-07-17 RAO 2009-09-15 A1 Files MAP BROADWAY INDUSTRIES Oil and 172 LYNN PHASE 3-0028775 SAUGUS NO LOCATION AID 72 HR 2009-10-06 TIER 2 2010-10-13 Hazardous Files MAP FELLS PKWY IV Material 100 SALEM WHEELABRATOR Hazardous 3-0028899 SAUGUS TWO HR 2009-11-19 RAO 2010-11-15 A3 Files MAP TPKE SAUGUS Material VILLAGE PARK PHASE Hazardous 3-0029084 SAUGUS 345 MAIN ST TWO HR 2010-02-24 RAO 2012-08-30 A2 Files MAP PLAZA II Material 27 HAMILTON Hazardous 3-0029167 SAUGUS NO LOCATION AID 120 DY 2010-03-29 URAM 2010-03-29 Files ST Material SALEM TPKE RUMNEY MARSH Oil and 3-0029338 SAUGUS (RTE 107) NEAR MITIGATION 120 DY 2010-06-17 TIER1D 2011-06-24 Hazardous Files MM 14N AREA Material 1831 AGGREGATE 3-0029339 SAUGUS TWO HR 2010-06-21 RAO 2010-08-19 A1 Oil Files MAP BROADWAY INDUSTRIES 1831 AGGREGATE 3-0029413 SAUGUS TWO HR 2010-08-02 RAO 2010-09-01 A1 Oil Files MAP BROADWAY INDUSTRIES 100 SALEM WHEELABRATOR Hazardous 3-0029463 SAUGUS TWO HR 2010-08-30 RAO 2010-11-05 A1 Files MAP TURNPIKE SAUGUS INC Material WHEELABRATOR 100 SALEM Hazardous 3-0029500 SAUGUS SAUGUS INC 120 DY 2010-09-08 RAO 2010-11-15 Files TPKE Material GRASS SWALE 92 FAIRMOUNT 3-0029607 SAUGUS RESIDENCE 120 DY 2010-10-18 RAO 2011-07-07 A2 Oil Files MAP AVE 18 COLUMBUS 3-0029795 SAUGUS RESIDENCE TWO HR 2011-02-14 RAO 2011-04-18 A1 Oil Files MAP AVE 517 TRANSFORMER 3-0029892 SAUGUS TWO HR 2011-03-23 RAO 2011-05-20 A1 Oil Files MAP BROADWAY RELEASE Hazardous 3-0030009 SAUGUS RTE 1 SOUTH NO LOCATION AID 120 DY 2011-05-18 URAM 2011-06-01 Files Material 100 SALEM WHEELABRATOR Hazardous 3-0030019 SAUGUS TWO HR 2011-05-25 RAO 2011-07-20 A1 Files MAP TURNPIKE FACILITY Material 129 BALLARD 3-0030091 SAUGUS NO LOCATION AID 120 DY 2011-06-21 URAM 2011-06-28 Oil Files MAP ST ROUTE 1 AT PHASE 3-0030158 SAUGUS BROADWAY ESSEX STREET TWO HR 2011-07-23 RAO 2013-05-21 A2 Oil Files MAP II INTERCHANGE 3-0030174 SAUGUS 1831 TWO HR 2011-07-26 RAO 2011-09-27 A2 Oil Files MAP BROADWAY http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 31px 8/15/2013 SearchableSites Page 6 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS AGGREGATE INDUSTRIES FACILITY 19 CARSON RESIDENTIAL 3-0030477 SAUGUS TWO HR 2011-11-22 TIER1D 2012-11-29 Oil Files MAP STREET PROPERTY 1252 HESS GASOLINE 3-0030494 SAUGUS TWO HR 2011-12-03 RAO 2012-04-09 A1 Oil Files MAP BROADWAY STATION 17 GUILD RESIDENTIAL 3-0030561 SAUGUS 72 HR 2012-01-06 RAO 2013-01-14 A2 Oil Files MAP ROAD PROPERTY COMMERCIAL 153 HAMILTON 3-0030657 SAUGUS VEHICLE TWO HR 2012-02-15 RAO 2012-06-12 A2 Oil Files MAP STREET ACCIDENT 624 TO 1020 Hazardous 3-0030937 SAUGUS NO LOCATION AID 120 DY 2012-07-10 URAM 2012-07-17 Files MAP BROADWAY Material 1500 3-0031065 SAUGUS LOWES TWO HR 2012-09-29 RAO 2012-11-27 A1 Oil Files MAP BROADWAY 100 SALEM WHEELABRATOR Hazardous 3-0031084 SAUGUS TWO HR 2012-09-05 RAO 2012-11-05 A1 Files MAP TURNPIKE SAUGUS Material 846 SAUGUS MOBILE 3-0031182 SAUGUS TWO HR 2012-10-26 RAO 2013-01-11 A2 Oil Files MAP BROADWAY HOME PARK SUPER 340 LINCOLN PETROLEUM 3-0031317 SAUGUS TWO HR 2013-01-11 RAO 2013-02-15 A1 Oil Files MAP AVENUE GASOLINE STATION 31 OSPREY RD Oil and 31 OSPREY 3-0031465 SAUGUS AND 113 FRANK 120 DY 2013-04-10 UNCLASSIFIED 2013-04-10 Hazardous Files ROAD BENNETT HWY Material 100 SALEM WHEELABRATOR 3-0031556 SAUGUS TWO HR 2013-05-25 UNCLASSIFIED 2013-05-25 Oil Files TURNPIKE ASH LANDFILL 1831 AGGREGATE 3-0031639 SAUGUS TWO HR 2013-07-10 UNCLASSIFIED 2013-07-10 Files BROADWAY INDUSTRIES Page:1 of 1 Previous Next http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 32px 8/15/2013 SearchableSites Page 1 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Reportable Release Lookup Locations Map Legend | Data Questions? 200 m 1000 ft The search returned 435 results | Search Keywords >> 'LYNN' | Data last updated: 08/13/2013 There is a maximum limit of 200 records that can be displayed. 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Page:1 of 3 Sorted by: RTN GIS Previous Next City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS PETERSON FORD PHASE 3-0000048 LYNN 540 LYNNWAY NONE 1987-01-15 RAO 1995-12-04 A2 Files FMR II MARKET PROPOSED MBTA 3-0000053 LYNN STREET UNION NONE 1986-07-17 DEPNFA 1993-07-23 Oil Files STATION STS 760 SUMMER BP GIBBS SERVICE 3-0000076 LYNN NONE 1986-03-31 RAO 1995-08-02 A2 Files ST STATION PHASE 3-0000105 LYNN 210 BROAD ST C&C INDUSTRY NONE 1987-01-15 RAO 2004-12-28 B1 Oil Files MAP III 3-0000185 LYNN 295 LYNNWAY PIZZERIA REGINA NONE 1987-01-15 DEPNFA 1987-03-02 Oil Files 1000 WESTERN PHASE 3-0000357 LYNN GE RIVER WORKS NONE 1986-08-28 REMOPS 2008-10-14 Oil Files MAP AVE V 638 SUMMER C L HAUTHAWAY PHASE 3-0000358 LYNN NONE 1987-01-15 RAO 2002-01-16 C1 Oil Files MAP ST AND SONS CORP IV WASHINGTON PHASE 3-0000360 LYNN LANDMARK SITE NONE 1986-01-15 RAO 1995-08-08 B1 Oil Files MAP AT BROAD ST II GENERAL PHASE 3-0000361 LYNN 40 FEDERAL ST NONE 1986-08-28 REMOPS 2012-06-13 Oil Files MAP ELECTRIC CO V 3-0000714 LYNN 2 STATE ST CAKE CO FMR NONE 1988-10-15 LSPNFA 1997-02-25 Files VELCAR TOOL & 3-0000893 LYNN 22 BENNETT ST NONE 1990-01-15 DEPNDS 1996-04-08 Files DIE ALEXANDER 3-0000970 LYNN 597 ESSEX ST NONE 1990-01-15 RAO 2008-06-26 A2 Files MAP AUTO CENTER 118 3-0001273 LYNN NISSEN BAKERY NONE 1990-01-15 RAO 2002-07-23 A2 Oil Files MAP BROOKLINE ST MARINE Oil and BOULEVARD LYNN GAS & 3-0001308 LYNN 120 DY 1987-01-15 RAO 2003-10-02 C1 Hazardous Files MAP AND RILEY ELECTRIC (FMR) Material WAY ESSEX 760-768 3-0001401 LYNN ELECTRICAL NONE 1988-10-15 LSPNFA 1996-08-09 Files WESTERN AVE SUPPLY NEPTUNE MARSHALLS 3-0001425 LYNN NONE 1990-01-15 DEPNDS 1996-04-10 Files BLVD WHARF 2 167-169 DRY CLEANERS 3-0001498 LYNN NONE 1988-10-15 LSPNFA 1997-03-13 Files FRANKLIN ST FMR 3-0001579 LYNN 299-309 NONE 1990-01-15 RAO 2012-09-11 PHASE B1 Files MAP LYNNWAY II http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 33px 8/15/2013 SearchableSites Page 2 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS AUTO MOTORCYCLE REPAIR 37-39 BUBIER EASTERN 3-0001678 LYNN NONE 1987-01-15 LSPNFA 1995-07-18 Files ST SMELTING NORTH PHASE 3-0001680 LYNN 330 LYNNWAY AMERICAN NONE 1987-01-15 RAO 2003-05-23 C1 Files MAP IV PHILLIPS LTNG 92 BROOKLINE LYNN VINYL PHASE 3-0001682 LYNN NONE 1987-01-15 RAO 2000-02-22 A2 Files MAP ST PLASTICS III 140 LINWOOD 3-0001848 LYNN PEPSI COLA NONE 1989-01-15 WCSPRM 1994-10-24 Files ST 3-0001851 LYNN 181 UNION ST PROPERTY NONE 1989-01-15 RAO 1997-03-10 Files 943-947 INDUSTRIAL 3-0001853 LYNN NONE 1989-01-15 PENNFA 1997-02-12 Files WESTERN AVE PROPERTY WESTERN AVE MBTA PARKING 3-0001883 LYNN RTE 107 AT LOT PARCEL 300- NONE 1989-04-15 RAO 2003-12-31 A3 Files MAP COOPER ST 018-001 PHASE 3-0001898 LYNN 15 MARION ST LYNN PRODUCTS NONE 1988-03-30 RAO 1997-02-14 A2 Files II PHASE 3-0001920 LYNN 212 BOSTON ST LYNN HOSPITAL NONE 1989-01-15 RAO 1999-12-22 A2 Files II 870 WESTERN PHASE 3-0001933 LYNN SOUSA OIL CO NONE 1989-01-15 TIER 2 1998-12-23 Files MAP AVE IV GENERAL 3-0002062 LYNN BENNETT ST NONE 1989-04-15 TIER 1B 1998-12-07 Files ELECTRIC CO 514-516 SHELL STATION 3-0002146 LYNN NONE 1989-04-15 DEPNDS 1996-04-09 Files LYNNWAY FMR COMMERCIAL GE RIVER WORKS 3-0002160 LYNN NONE 1989-04-15 LSPNFA 1996-12-30 Files ST SOUTH 766 SUMMER 3-0002315 LYNN BOOMA OIL CO NONE 1990-01-15 RAO 1998-03-20 A2 Files ST 500 LYNNFIELD 3-0002325 LYNN MEDICAL CENTER NONE 1988-01-26 RAO 1996-07-31 Files ST 3-0002326 LYNN 811 LYNNWAY PROPERTY NONE 1988-09-20 DEPNFA 1996-04-10 Files COOPER GE COOPER ST 3-0002379 LYNN STREET RIVER NONE 1990-01-15 LSPNFA 1996-08-01 Files LOTS ST 625-631 CUMBERLAND 3-0002388 LYNN NONE 1988-06-14 RAO 1996-08-09 Files WESTERN AVE FARMS MBTA BUS PHASE 3-0002426 LYNN WESTERN AVE NONE 1990-01-15 TIER 2 2008-12-10 Files MAP TERMINAL V PHASE 3-0002567 LYNN 84 BENNETT ST OIL DEPOT FMR NONE 1989-07-17 TIER 2 2008-06-30 Files MAP IV 304 Hazardous 3-0002938 LYNN PROPERTY NONE 1990-01-15 WCSPRM 1995-08-18 Files BROADWAY Material 905 WESTERN PLOURDES AUTO 3-0002950 LYNN NONE 1990-01-15 RAO 1996-08-09 A2 Oil Files AVE SALES & SERV 335 MOBIL STATION 3-0002971 LYNN NONE 1991-07-15 RAO 1994-06-30 A2 Files BROADWAY 01 093 WEST LYNN 3-0002977 LYNN 626 LYNNWAY NONE 1990-01-15 RTN CLOSED 1996-11-01 Oil Files MAP CREAMERY SHELL GASOLINE 3-0003034 LYNN 122 BOSTON ST NONE 1990-04-15 RAO 1997-05-22 A2 Files STATION FRANKLIN 3-0003038 LYNN 2 ADAMS ST NONE 1990-10-15 WCSPRM 1993-10-01 Files MARKET 512 CHESTNUT MOBIL SERVICE PHASE 3-0003115 LYNN NONE 1991-01-15 RAO 2006-03-31 A2 Oil Files MAP ST STATION 01-324 V 3-0003257 LYNN 70 GRANITE ST PROPERTY NONE 1989-10-23 DEPNDS 1996-04-09 Oil Files 570 WESTERN RICHDALE DAIRY 3-0003284 LYNN NONE 1990-07-12 LSPNFA 1996-05-24 Files AVE STORE 72 GASOLINE 3-0003324 LYNN 805 BOSTON ST NONE 1990-06-25 DEPNFA 1996-04-09 Oil Files STATION Hazardous 3-0003329 LYNN 715 LYNNWAY PROPERTY NONE 1990-10-15 WCSPRM 1993-04-05 Files Material 56 SANDERSON GEORGE KELLY 3-0003405 LYNN NONE 1991-01-15 RAO 1996-07-31 A2 Oil Files AVE CO 535-545 3-0003475 LYNN SHELL STATION NONE 1991-01-15 DEPNDS 1996-04-10 Oil Files LYNNWAY 159 PHASE 3-0003505 LYNN COMMERCIAL CEFALO INC NONE 1990-10-24 TIER 2 2009-07-21 Files MAP II ST 627-631 AND Oil and PHASE 3-0003567 LYNN 653 EASTERN PROPERTY NONE 1993-07-15 RAO 2011-11-14 A2 Hazardous Files MAP V AVE Material GAS WHARF FORCE MAIN 3-0003592 LYNN NONE 1991-07-15 URAM 1993-10-01 Files RD PROJECT US POSTAL 3-0003618 LYNN 96 BUFFUM ST NONE 1991-07-15 RAO 1996-12-19 A2 Oil Files SERVICE FMR SHELL PHASE 3-0003635 LYNN 411 BROAD ST NONE 1991-07-15 RAO 2008-08-11 A2 Files MAP SERVICE STATION V 240 WESTERN CITGO SERVICE 3-0003659 LYNN NONE 1991-02-19 RAO 1997-06-09 A2 Files AVE STATION LYNN HOUSING 3-0003718 LYNN MEADOW CT NONE 1991-10-15 DEPNDS 1993-07-23 Files AUTHORITY 3-0003779 LYNN 37 ESSEX ST NONE 1992-01-15 RAO 2004-04-12 PHASE A2 Oil Files MAP III http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 34px 8/15/2013 SearchableSites Page 3 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS RICHDALE CONVENIENCE STORE LYNNGATE 3-0003809 LYNN 100 BOSTON ST NONE 1992-01-15 WCSPRM 1997-10-31 Files MOTORS 82 SANDERSON MAX SONTZ 3-0003870 LYNN NONE 1991-02-15 RAO 1997-07-23 Files AVE COMPANY 315 3-0004008 LYNN WASHINGTON PROPERTY NONE 1992-07-15 LSPNFA 1997-01-31 Oil Files ST 7-11 PHASE 3-0004023 LYNN 264 ESSEX ST CONVENIENCE NONE 1992-07-15 RAO 1999-07-01 B1 Oil Files III STORE CLIFF ST PROPERTY LOTS 3-0004134 LYNN NONE 1992-10-15 RAO 1995-09-22 A2 Files ATKINSON ST 7891145 851 WESTERN LYNN BEACH 3-0004166 LYNN NONE 1992-06-23 DEPNFA 1996-06-06 Oil Files AVE AUTO SALES FMR 828-848 PHASE 3-0004211 LYNN VACANT LOT NONE 1993-01-15 RAO 2009-06-09 A2 Oil Files MAP BOSTON ST III UNIQUE CARBIDE 3-0004325 LYNN 37 BENNETT ST NONE 1993-07-15 RAO 1997-08-07 A2 Files PROD 668 CHESTNUT EXXON GASOLINE 3-0004328 LYNN NONE 1993-07-15 RAO 1994-08-03 B1 Files ST STATION WINSLOW 3-0004375 LYNN 321 ESSEX ST NONE 1993-07-15 DEPNFA 2012-12-15 Oil Files POTATO CHIP CO 429 3-0004376 LYNN WASHINGTON PROPERTY NONE 1993-07-15 RAO 1996-03-22 A2 Files ST TEXACO 653 EASTERN PHASE 3-0004391 LYNN GASOLINE NONE 1993-10-01 RTN CLOSED 2002-05-17 Files MAP AVE IV STATION COCA COLA 654 CHESTNUT 3-0004430 LYNN BOTTLING NONE 1993-07-15 RAO 1994-10-31 A2 Oil Files ST FACFMR 229 RICHDALE DAIRY 3-0004457 LYNN NONE 1993-07-15 DEPNDS 1996-06-04 Files BROADWAY STORES MOBIL GASOLINE PHASE 3-0004486 LYNN 700 LYNNWAY NONE 1993-07-15 REMOPS 2013-08-05 Files MAP STATION V GOODYEAR AUTO 3-0004515 LYNN 205 MARKET ST NONE 1993-10-01 RAO 1996-07-01 A2 Oil Files SERVICE CTR PHASE 3-0004534 LYNN 170 ALLEY ST PURITY OIL NONE 1993-10-01 TIER 2 1997-08-11 Oil Files MAP II 149 WALNUT RICHDALE STORE 3-0004590 LYNN NONE 1992-12-15 RAO 1997-07-25 Files ST & GASOLINE STA 3-0004633 LYNN 12 MORRIS ST NURSING HOME NONE 1993-05-10 RAO 1998-04-13 A1 Oil Files PRIDE LINCOLN 777-793 PHASE 3-0004663 LYNN MERCURY NONE 1993-06-07 RAO 2007-03-16 A2 Files MAP LYNNWAY II DEALER 3-0004698 LYNN 310 ESSEX ST PROPERTY NONE 1993-10-01 DEPNFA 2011-02-17 Files 109 LYNNFIELD 3-0004722 LYNN R&R AMERICAN NONE 1993-04-13 RAO 1997-07-30 Oil Files ST 54 OAKVILLE WATSON 3-0004761 LYNN NONE 1993-07-13 RAO 1997-08-04 Oil Files ST CARBONIC 3-0004798 LYNN 15 MYRTLE ST EMPIRE LINEN NONE 1993-05-07 DEPNFA 1996-06-06 Oil Files NEW ENGLAND 3-0004821 LYNN 5 STETSON ST NONE 1993-05-24 RAO 1997-07-29 Oil Files TELEPHONE MCGINN BUS 3-0006007 LYNN 39 ALLEY ST NONE 1994-01-01 RAO 1994-10-13 A2 Oil Files GARAGE LYNN POLICE STA PHASE 3-0006025 LYNN 580 ESSEX ST NONE 1994-06-02 RAO 2006-08-21 A2 Files MAP COURT HOUSE IV LOT ADJACENT 3-0006060 LYNN TO 1017 PROPERTY NONE 1994-04-20 RAO 1995-01-13 A2 Files APPLETON 19 SHERIDAN 3-0010024 LYNN NO LOCATION AID TWO HR 1993-10-06 RAO 1994-09-07 A1 Oil Files MAP ST 3-0010039 LYNN 411 BROAD ST NO LOCATION AID 72 HR 1993-10-08 RAO 1994-10-11 A2 Oil Files MAP WASHINGTON FMR GASOLINE 3-0010078 LYNN STREET 120 DY 1993-10-20 URAM 1993-10-20 Oil Files STATION NEAR SPRING ST 3-0010124 LYNN LYNNWOOD ST NO LOCATION AID 72 HR 1993-10-29 WCSPRM 1994-10-24 Oil Files MAP 189 WESTERN 3-0010344 LYNN NO LOCATION AID TWO HR 1993-12-22 RAO 1994-11-29 A2 Oil Files MAP AVE 577 WALNUT PHASE 3-0010400 LYNN NO LOCATION AID 72 HR 1994-01-05 RAO 1997-04-24 A2 Oil Files MAP ST II Oil and 1000 WESTERN 3-0010418 LYNN NEAR BLDG #40 TWO HR 1994-01-11 RAO 1994-03-08 A1 Hazardous Files MAP AVE Material WESTERN 3-0010448 LYNN MBTA TWO HR 1994-01-17 RAO 1995-01-13 A1 Oil Files MAP BLVD 118 120 3-0010652 LYNN NO LOCATION AID 72 HR 1994-03-08 RAO 2002-07-23 Oil Files MAP BROOKLINE 1000 WESTERN 3-0010723 LYNN BUILDING 29Z TWO HR 1994-03-22 RAO 1994-07-14 A1 Oil Files MAP AVE 776 WESTERN WEST LYNN POST 3-0010892 LYNN 72 HR 1994-04-21 RAO 1995-04-18 B1 Oil Files MAP AVE OFFICE 3-0010983 LYNN 132 ESSEX ST 120 DY 1994-05-05 RAO 1995-05-05 PHASE A3 Oil Files MAP II http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 35px 8/15/2013 SearchableSites Page 4 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS NEAR INTERSECTION WITH JACKSON ST 3-0011033 LYNN 770 LYNNWAY NO LOCATION AID TWO HR 1994-05-18 RAO 1995-05-16 A2 Oil Files MAP PHASE Hazardous 3-0011034 LYNN 599 LYNNWAY NO LOCATION AID 120 DY 1994-05-13 RAO 1995-01-31 A3 Files MAP IV Material 1000 WESTERN 3-0011041 LYNN DISCHARGE #10 TWO HR 1994-05-25 RAO 1994-07-14 Oil Files MAP AVE 1000 WESTERN BLDG 66/WEST 3-0011304 LYNN TWO HR 1994-07-14 RAO 1994-09-08 A1 Oil Files MAP AVE SIDE 1000 WESTERN 3-0011317 LYNN NO LOCATION AID TWO HR 1994-07-18 RAO 1994-09-13 A1 Oil Files MAP AVE 1000 WESTERN GENERAL 3-0011340 LYNN TWO HR 1994-07-22 RAO 1994-09-13 A1 Files MAP AVE ELECTRIC 1000 WESTERN PHASE 3-0011383 LYNN DRAIN 10 TWO HR 1994-07-28 RTN CLOSED 1998-12-08 Oil Files MAP AVE II 3-0011436 LYNN 411 BROAD ST NO LOCATION AID 72 HR 1994-08-09 RAO 1994-10-11 A2 Oil Files MAP 73 HANOVER 3-0011456 LYNN NO LOCATION AID TWO HR 1994-08-11 RAO 2007-12-26 B1 Oil Files MAP ST 1000 WESTERN GENERAL 3-0011468 LYNN TWO HR 1994-08-13 RAO 1994-10-11 A1 Oil Files MAP AVE ELECTRIC 3-0011484 LYNN 39 ALLEY ST MCGINN BUS 72 HR 1994-08-18 RAO 1994-10-13 A2 Oil Files MAP 8 SOUTH ST MARYS 3-0011509 LYNN 72 HR 1994-08-22 RAO 1994-12-20 A1 Oil Files MAP COMMON ST CHURCH 101-121 LYNN SHORE PHASE 3-0011614 LYNN 72 HR 1994-09-21 RAO 1997-09-25 A2 Oil Files MAP NAHANT ST DRIVE II 1000 WESTERN 3-0011626 LYNN DRAIN #10 TWO HR 1994-09-23 RAO 1994-11-17 A1 Oil Files MAP AVE HARBOR AUTO 3-0011639 LYNN 480 LYNNWAY 72 HR 1994-09-26 RAO 1998-07-28 A1 Oil Files MAP SALE Oil and WESTERN AND 3-0011675 LYNN WESTERN AVE TWO HR 1994-10-01 RAO 1995-07-14 A1 Hazardous Files MAP WASHINGTON STS Material PHASE 3-0011804 LYNN 66 ESSEX ST NO LOCATION AID TWO HR 1994-11-02 RAO 1998-09-01 A2 Oil Files MAP II 3-0011830 LYNN 99 SOUTH ST NO LOCATION AID TWO HR 1994-11-08 RAO 1997-03-14 A3 Oil Files MAP NEAR 3-0011837 LYNN 517 LYNNWAY 72 HR 1994-11-08 RAO 1994-11-08 A2 Oil Files MAP COMMERCIAL ST 1000 WESTERN GENERAL 3-0011881 LYNN TWO HR 1994-11-21 RAO 1995-03-21 A1 Oil Files MAP AVE ELECTRIC CO 659 LYNNFIELD 3-0011898 LYNN ROUTE 129 TWO HR 1994-11-28 RAO 1995-01-27 A1 Oil Files MAP ST 103-111 BROAD EARLHAM 3-0011901 LYNN TWO HR 1994-11-28 RAO 1994-12-20 B1 Oil Files MAP ST REALTY GEAR PLANT 1000 WESTERN 3-0011943 LYNN SCRAPYARD/RIVERTWO HR 1994-12-09 RAO 1995-03-21 A2 Oil Files MAP AVE WORKS BLDG BOSTON AND 3-0012138 LYNN WASHINGTON ARTEC OIL CO TWO HR 1995-02-05 RAO 2007-08-24 A2 Oil Files MAP STS 3-0012145 LYNN HANSON ST OFF LYNNWAY TWO HR 1995-02-07 RAO 1995-04-12 A1 Oil Files MAP 26-28 ESSEX 3-0012328 LYNN APT BLDG TWO HR 1995-01-28 RAO 1996-03-22 A2 Oil Files MAP CIR 92 BROOKLINE PHASE Hazardous 3-0012331 LYNN LYNN PLASTICS 72 HR 1995-03-31 RTN CLOSED 1995-08-01 MAP ST II Material 1000 WESTERN 3-0012333 LYNN BLDG 4 TWO HR 1995-04-01 RAO 1995-05-30 A1 Oil Files MAP AVE 3-0012339 LYNN 87 BENNETT ST WEST LYNN AUTO 72 HR 1995-04-03 RAO 2011-01-14 A2 Oil Files MAP ADJACENT TO GE AIRCRAFT PHASE Hazardous 3-0012363 LYNN CALDWELL CT 120 DY 1995-05-01 RTN CLOSED 1998-12-08 Files MAP ENGINES PKNG II Material LOT ELMWOOD AVE S 41 ELMWOOD PHASE Hazardous 3-0012364 LYNN OF WEST 120 DY 1995-05-01 RTN CLOSED 1998-12-08 Files MAP AVE II Material NEPTUNE ST PHASE Hazardous 3-0012365 LYNN 98 LIGHT ST LIGHT ST 120 DY 1995-05-01 RAO 1998-03-05 B1 Files MAP II Material CORNER OF RAY PHASE Hazardous 3-0012366 LYNN 23 RAY ST 120 DY 1995-05-01 RTN CLOSED 1998-12-08 Files MAP & VARNUM STS II Material VARNUM ST JUST PHASE Hazardous 3-0012367 LYNN 10 VARNUM ST 120 DY 1995-05-01 RTN CLOSED 1998-12-08 Files MAP NORTH OF RAY ST II Material MAIN ST JUST Oil and PHASE 3-0012368 LYNN 17 MINOT ST SOUTH OF 120 DY 1995-05-01 RAO 1999-11-12 B1 Hazardous Files MAP II WESTERN AVE Material CORNER OF RIVER PHASE Hazardous 3-0012369 LYNN 24-26 RIVER ST 120 DY 1995-05-01 RAO 1999-11-12 B2 Files MAP & IDA STS II Material CORNER OF IDA 961-965 Hazardous 3-0012370 LYNN ST & WESTERN 120 DY 1995-05-01 RTN CLOSED 1996-04-20 Files MAP WESTERN AVE Material AVE CORNER OF 163 BENNETT PHASE Hazardous 3-0012371 LYNN ELMWOOD & 120 DY 1995-05-01 RAO 1998-02-26 B1 Files MAP ST II Material BENNETT STS RIVER ST Hazardous 3-0012372 LYNN 16 RIVER ST BETWEEN IDA 120 DY 1995-05-01 RTN CLOSED 1996-04-20 Files MAP Material AND BURNS ST 8A RIVER ST WEST 3-0012381 LYNN 8 RIVER ST 120 DY 1995-05-01 RTN CLOSED 1996-04-20 Oil Files MAP OF BURNS ST http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 36px 8/15/2013 SearchableSites Page 5 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS 3-0012491 LYNN 1000 WESTERN GENERAL TWO HR 1995-05-19 RAO 1995-08-30 A1 Oil Files MAP AVE ELECTRIC CO LOT 75 OF BOLCK Oil and 3-0012510 LYNN HANSON FLD 752, ASSESSORS 120 DY 1995-05-25 TIER1D 2008-07-07 Hazardous Files MAP 85 Material HARDING ST LOT 28 & 75 OF Hazardous 3-0012511 LYNN 120 DY 1995-05-25 RAO 1997-08-07 B1 Files MAP LC 7 BLOCK 752 Material PERLOW FRD 3-0012518 LYNN 540 LYNNWAY 120 DY 1995-05-26 RAO 1995-12-04 A2 Oil Files MAP DEALERSHIP 3-0012552 LYNN 87 BENNETT LYNNWAY DR TWO HR 1995-06-06 RTN CLOSED 2004-06-09 Oil Files MAP 1000 WESTERN GENERAL 3-0012720 LYNN TWO HR 1995-07-23 RAO 1995-09-18 A1 Oil Files MAP AVE ELECTRIC 3-0012851 LYNN 157 MAPLE ST NO LOCATION AID TWO HR 1995-08-28 RAO 1995-10-26 A1 Oil Files MAP 1000 WESTERN 3-0012860 LYNN NO LOCATION AID TWO HR 1995-08-29 RAO 1995-11-06 A1 Oil Files MAP AVE WEST LYNN PHASE 3-0013079 LYNN 626 LYNNWAY 72 HR 1995-10-25 REMOPS 2007-05-24 Oil Files MAP CREAMERY V 286 PARKLAND 3-0013125 LYNN NO LOCATION AID TWO HR 1995-11-08 RAO 1996-01-12 A2 Oil Files MAP AVE 3-0013170 LYNN 5 STETSON ST NO LOCATION AID 72 HR 1995-11-21 RAO 1996-03-19 A2 Oil Files MAP CROSS ST 3-0013275 LYNN 96 BUFFUM ST 120 DY 1995-12-18 RAO 1996-12-19 A2 Oil Files MAP WILLOW ST CORNER OF Oil and 577-591 PHASE 3-0013409 LYNN LYNNWAY & 120 DY 1996-02-02 RAO 2001-07-11 A3 Hazardous Files MAP LYNNWAY II COMMERCIAL Material ABUTS GENERAL PHASE Hazardous 3-0013417 LYNN 715 LYNNWAY 120 DY 1996-02-08 RAO 1999-07-09 A3 Files MAP ELECTRIC III Material 535-545 SHELL SERVICE PHASE Hazardous 3-0013477 LYNN 120 DY 1996-02-22 RAO 2000-10-18 B1 Files MAP LYNNWAY STATION III Material 299-309 Hazardous 3-0013533 LYNN NO LOCATION AID 72 HR 1996-03-07 RTN CLOSED 2011-10-25 Files MAP LYNNWAY Material 1000 WESTERN 3-0013578 LYNN OUTFALL #10 TWO HR 1996-03-20 RTN CLOSED 2000-11-20 Oil Files MAP AVE CORNER OF Hazardous 3-0013816 LYNN 122 BOSTON ST BOSTON & 120 DY 1996-05-23 RAO 1997-05-22 A2 Files MAP Material STETSON STS 1000 WESTERN 3-0013832 LYNN DRAIN #10 TWO HR 1996-05-30 RTN CLOSED 1998-12-08 Oil Files MAP AVE 305-311 UNION PHASE 3-0013920 LYNN MULBERRY ST 120 DY 1996-06-20 RAO 1997-09-05 A3 Oil Files MAP ST II 1000 WESTERN WEST SIDE BLDG 3-0013936 LYNN TWO HR 1996-06-25 RAO 1996-08-26 A1 Oil Files MAP AVE 40 INTERSECTION OF PHASE Hazardous 3-0013963 LYNN 514 LYNNWAY COMMERCIAL 120 DY 1996-06-28 RAO 2002-04-12 B1 Files MAP III Material STREET 1000 WESTERN DRAIN/OIL WATER 3-0013981 LYNN TWO HR 1996-07-10 RAO 1996-09-10 A1 Oil Files MAP AVE SEPARATOR 760 SUMMER AREA AROUND PHASE 3-0013983 LYNN 120 DY 1996-07-05 RAO 2004-04-23 A2 Oil Files MAP ST MW-8 II Oil and 760 SUMMER NORTHWEST 3-0013984 LYNN 120 DY 1996-07-05 RAO 2004-04-23 Hazardous Files MAP ST CORNER OF SITE Material 1000 WESTERN 3-0014029 LYNN NO LOCATION AID TWO HR 1996-07-23 RTN CLOSED 1998-12-08 Oil Files MAP AVE 1000 WESTERN WEST SIDE 3-0014050 LYNN TWO HR 1996-07-26 RAO 1996-10-04 A1 Oil Files MAP AVE BUILDING 40 TRINITY UNITED 3-0014079 LYNN 628 BOSTON ST METHODIST 72 HR 1996-08-01 RAO 1996-09-25 A2 Oil Files CHURCH 3-0014191 LYNN 37 BENNETT ST NO LOCATION AID 72 HR 1996-09-04 RAO 1997-08-08 A2 Oil Files MAP 3-0014263 LYNN 212 BOSTON ST FMR LYNN HOSP 72 HR 1996-09-20 RAO 1997-01-27 A2 Oil Files MAP 80-112 MUNROE Oil and WASHINGTON 3-0014342 LYNN ST 124- 120 DY 1996-10-12 RAO 1996-10-15 B1 Hazardous Files MAP STREET 150OXFORD Material Oil and 183 HOLYOKE PHASE 3-0014349 LYNN NO LOCATION AID 120 DY 1996-10-17 RAO 1998-03-05 A3 Hazardous Files MAP ST II Material BTWN IDA AND Hazardous 3-0014672 LYNN 20 RIVER ST 120 DY 1996-12-26 RTN CLOSED 1997-12-22 Files MAP BURNS Material CRNR OF JOHN Hazardous 3-0014673 LYNN 28-32 RIVER ST 120 DY 1996-12-26 RTN CLOSED 1997-12-22 Files MAP AND RIVER ST Material BTWN JOHN AND Hazardous 3-0014674 LYNN 22 RIVER ST 120 DY 1996-12-26 RTN CLOSED 1997-12-22 Files MAP BURNS ST Material 183 HOLYOKE 3-0014881 LYNN NO LOCATION AID TWO HR 1997-03-03 RAO 1998-03-05 Oil Files MAP ST CEDAR BROOK 3-0014940 LYNN NO LOCATION AID TWO HR 1997-03-26 RAO 1997-05-27 A1 Oil Files MAP RD 3-0014973 LYNN SPARHAWK RD @ BREENS JR HS TWO HR 1997-04-04 RAO 1997-06-06 A2 Oil Files MAP 1000 WESTERN 3-0015057 LYNN DRAIN 19 TWO HR 1997-04-30 RAO 1997-06-30 A1 Oil Files MAP AVE 3-0015141 LYNN 37 ESSEX ST BESSOM STREET 72 HR 1997-05-28 RTN CLOSED 1997-08-07 Oil Files MAP 3-0015151 LYNN ELIZABETH ST @ 23 COURT ST TWO HR 1997-05-30 RAO 1997-07-28 A1 Oil Files 1000 WESTERN PHASE 3-0015205 LYNN NO LOCATION AID TWO HR 1997-06-13 RTN CLOSED 1998-12-08 Oil Files MAP AVE II 37 WATERHILL Hazardous 3-0015222 LYNN NO LOCATION AID TWO HR 1997-06-19 RAO 1997-10-23 A1 Files MAP ST Material http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 37px 8/15/2013 SearchableSites Page 6 of 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 City/ Release Site Name Reporting Notification Compliance RAO Chemical Files Select RTN Town Address Location Aid Category Date Status Date Phase Class Type GIS 3-0015264 LYNN 361 LYNNWAY FMR CAMBRIDGE 72 HR 1997-07-01 RAO 1999-06-22 B2 Oil Files MAP TIRE APARTMENT 3-0015272 LYNN 86 MALL ST TWO HR 1997-07-02 RAO 2001-03-26 A1 Oil Files BLDG Hazardous 3-0015354 LYNN 319 LYNNWAY NO LOCATION AID 120 DY 1997-07-28 RAO 1997-11-26 A3 Files MAP Material FORMER METAL PHASE Hazardous 3-0015389 LYNN 26 ALLEY ST IMPROVEMENT 120 DY 1997-07-31 TIER 2 2009-11-12 Files MAP II Material CO FMR BEACON PHASE 3-0015391 LYNN 254 LYNNWAY 120 DY 1997-08-05 TIER 2 1999-04-08 Oil Files MAP CHEVROLET II 11 BALTIMORE RESIDENTIAL 3-0015455 LYNN 120 DY 1997-08-18 RAO 1997-10-16 A2 Oil Files MAP ST PROPERTY 9-11 3-0015459 LYNN NEEDHAMS GREENHOUSE 120 DY 1997-08-19 RAO 1997-12-15 A2 Oil Files MAP LANDING RD 282 LYNNWAY PHASE 3-0015595 LYNN UHAUL CENTER 120 DY 1997-10-03 RAO 2001-11-21 A2 Oil Files MAP RTE 1A II ATLANTIC Oil and CHRYSLER 3-0015603 LYNN 671 LYNNWAY 120 DY 1997-10-07 RAO 1998-02-06 B2 Hazardous Files MAP PLYMOUTH Material TOYOTA 299-309 3-0015695 LYNN NO LOCATION AID TWO HR 1997-11-06 RTN CLOSED 2011-10-25 Oil Files MAP LYNNWAY 638 SUMMER PHASE Hazardous 3-0015801 LYNN NO LOCATION AID TWO HR 1997-12-09 RAO 1998-12-11 A2 Files MAP ST IV Material Hazardous 3-0015833 LYNN 12 RIVER ST NO LOCATION AID 120 DY 1997-12-16 RTN CLOSED 1997-12-22 Files MAP Material FLEMINGS 234 CHESTNUT 3-0015849 LYNN TOWING NEAR TWO HR 1997-12-19 RAO 1998-02-24 A2 Oil Files MAP ST FAYETTE ST 1000 WESTERN 3-0015985 LYNN AVENUE K 72 HR 1998-02-05 RTN CLOSED 1998-12-11 Oil Files MAP AVE 6 TO 8 ECHO 3-0015999 LYNN NO LOCATION AID TWO HR 1998-02-13 RAO 1998-06-19 A2 Oil Files MAP GROVE AVE 525 LYNNWAY 188 3-0016542 LYNN NO LOCATION AID 72 HR 1998-02-25 RAO 2001-12-28 A2 Oil Files MAP COMMERCIAL ST STRAWBERRY Hazardous 3-0016550 LYNN NO LOCATION AID TWO HR 1998-02-28 RAO 1999-09-21 A1 ST Material 315 3-0016660 LYNN WASHINGTON NO LOCATION AID 72 HR 1998-04-02 RAO 1998-06-30 B1 Oil Files MAP ST Page:1 of 3 Previous Next http://public.dep.state.ma.us/SearchableSites2/Search.asA00853 - 38px 8/15/2013 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 ATTACHMENT C Historical Topographic Maps L2013-352 A00853 - 39 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SITE Wannalancit Mills Source: US Geological Survey Online 650 Suffolk Street 1892 Lowell, MA 01854 Photograph Date: Phone: 978-656-5600 Map No.: 1 of 6 HISTORICAL TOPOGRAPHIC MAP Belden Bly Bridge Lynn and Saugus, MA Project Number: 167405 A00853 - 40 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SITE Wannalancit Mills Source: US Geological Survey Online 650 Suffolk Street 1903 Lowell, MA 01854 Photograph Date: Phone: 978-656-5600 Map No.: 2 of 6 HISTORICAL TOPOGRAPHIC MAP Belden Bly Bridge Lynn and Saugus, MA Project Number: 167405 A00853 - 41 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SITE Wannalancit Mills Source: University of New Hampshire Dimond Libary 650 Suffolk Street 1946 Lowell, MA 01854 Photograph Date: Phone: 978-656-5600 Map No.: 3 of 6 HISTORICAL TOPOGRAPHIC MAP Belden Bly Bridge Lynn and Saugus, MA Project Number: 167405 A00853 - 42 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SITE Wannalancit Mills Source: University of New Hampshire Dimond Libary 650 Suffolk Street 1949 Lowell, MA 01854 Photograph Date: Phone: 978-656-5600 Map No.: 4 of 6 HISTORICAL TOPOGRAPHIC MAP Belden Bly Bridge Lynn and Saugus, MA Project Number: 167405 A00853 - 43 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SITE Wannalancit Mills Source: US Geological Survey Online 650 Suffolk Street 1956 Lowell, MA 01854 Photograph Date: Phone: 978-656-5600 Map No.: 5 of 6 HISTORICAL TOPOGRAPHIC MAP Belden Bly Bridge Lynn and Saugus, MA Project Number: 167405 A00853 - 44 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 SITE Wannalancit Mills Source: US Geological Survey Online 650 Suffolk Street 1970 Lowell, MA 01854 Photograph Date: Phone: 978-656-5600 Map No.: 6 of 6 HISTORICAL TOPOGRAPHIC MAP Belden Bly Bridge Lynn and Saugus, MA Project Number: 167405 A00853 - 45 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 ATTACHMENT D Prior Reports and Supporting Information L2013-352 A00853 - 46 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Limited Environmental Site Assessment Belden Bly Bridge Reconstruction, Lynn and Saugus, Massachusetts October 2013 ATTACHMENT E Photo Log L2013-352 A00853 - 47 Appendix E – Photo Log Belden Bly Bridge Reconstruction Limited Environmental Site Assessment Lynn, Massachusetts Proposal A00853 No. 604952-109691 - 1. The existing Site bridge, facing east. 48 2. Image showing name of bridge, Foxhill Drawbridge. Addendum No. 10, August 3. Image showing operator house on the southern side of the 4. Image showing portion of the Site that extends northeast along 28, bridge. New temporary bridge can be seen in background. Western Ave in Lynn, MA. View facing south. 2020 Appendix E – Photo Log Belden Bly Bridge Reconstruction Limited Environmental Site Assessment Lynn, Massachusetts Proposal A00853 No. 604952-109691 - 5. Image showing portion of the Site that extends northeast along 6. Image showing portion of the Site that extends southwest along 49 Western Ave in Lynn, MA. View facing north. the Salem Turnpike in Saugus, MA. View facing west. Addendum No. 10, August 7. Image showing mechanisms of the existing Site bridge. 8. Close-up image of the existing Site bridge. 28, 2020 Appendix E – Photo Log Belden Bly Bridge Reconstruction Limited Environmental Site Assessment Lynn, Massachusetts Proposal A00853 No. 604952-109691 - 10. Image showing Saugus River flowing under the Site. View 50 9. Image showing GE facility located east of the Site. facing southeast, downstream of the Site. Addendum No. 10, August 28, 11. Image showing GE proximity to the northeastern portion of the 12. Image showing GE blast wall adjacent to the eastern portion of Site along Western Ave. View facing south. the Site. 2020 Appendix E – Photo Log Belden Bly Bridge Reconstruction Limited Environmental Site Assessment Lynn, Massachusetts Proposal A00853 No. 604952-109691 - 14. Image showing adjacent properties to the north. 51 13. Image showing drums and boat storage at adjacent property to the east of the Site. Addendum No. 10, August 28, 15. Image showing adjacent properties to the north. 16. Image showing adjacent property to the south of the Site. 2020 Appendix E – Photo Log Belden Bly Bridge Reconstruction Limited Environmental Site Assessment Lynn, Massachusetts Proposal A00853 No. 604952-109691 - 18. Image showing auto painting room in adjacent building to the 52 17. Image showing interior of adjacent property to the south. south. Addendum No. 10, August 28, 19. Image showing adjacent property to the south. 20. Image showing example of soil at intersection of Ballard Road and Salem Turnpike. 2020 Appendix E – Photo Log Belden Bly Bridge Reconstruction Limited Environmental Site Assessment Lynn, Massachusetts Proposal A00853 No. 604952-109691 - 22. Image showing adjacent building to the west. 53 21. Image showing auto shop in nearby property along Ballard Street (RTN 3-24149). Addendum No. 10, August 28, 23. Image showing adjacent temporary bridge. 24. Image showing adjacent temporary drawbridge. 2020 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 THIS PAGE INTENTIONALLY LEFT BLANK A00853 - 54 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 DOCUMENT B00420 PROPOSAL LYNN-SAUGUS For: Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River COMMONWEALTH OF MASSACHUSETTS LOCATION The work referred to herein is in the Municipalities of LYNN and SAUGUS in Essex County, in the Commonwealth of Massachusetts, and is shown by the locus map (Document 00331) in the Proposal Pamphlet, the work locations extend as follows: Salem Turnpike/Western Avenue Beginning – Station 9+12 Ending –Station 29+12 Ballard Street Beginning – Station 9+12 Ending – Station 56+35 The contract prices shall include the furnishing of all materials (except as otherwise herein specified), the performing of all the labor requisite or proper, the providing of all necessary machinery, tools, apparatus and other means of construction, the doing of all the abovementioned work in the manner set forth, described and shown in the specifications and on the drawings for the work, and in the form of contract, proposed contract duration of 1826 Calendar Days upon the receipt of the Notice to Proceed. The 1826 days are from the Notice to Proceed to the Milestone Contractor field Completion (CFC). After CFC there will be a period of 365 calendar days, or one year of Stage 4 - Operational Support. The overall duration of Construction and Operational Support is 2,191 CDs (1826 CD + 365 CD). When the Notice to Proceed is being issued, if the proposed completion date falls between December 1 and March 15 then the same number of days beyond December 1st will be extended after March 15th. B00420 - 1 Massachusetts Department Of Transportation Highway Division Proposal No. 604952-109691 THIS PAGE INTENTIONALLY LEFT BLANK B00420 - 2 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 100. 1 SCHEDULE OF OPERATIONS - FIXED PRICE $275,000.00 $275,000.00 $275,000.00 AT Two Hundred Seventy Five Thousand Dollars LUMP SUM 100.9 1 AS-BUILT SURVEY AND PLANS AT ______LUMP SUM 101. 1 CLEARING AND GRUBBING AT ______PER ACRE 102.51 1 INDIVIDUAL TREE PROTECTION AT ______EACH 103. 2 TREE REMOVED - DIAMETER UNDER 24 INCHES AT ______EACH 105.030 48 OPERATION OF BRIDGE L-18-016T = S-05-088T AT ______PER MONTH 105.031 10 ON-CALL OPENING OF BRIDGE L-18-016T = S-05-008T AT ______EACH 107.48 760 PREFORMED JOINT FILLER AT ______PER FOOT 107.62 1 REMOVAL AND DISPOSAL OF FENDER PIER (PILES AND TIMBER) AT ______LUMP SUM CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 2 B00420 - 3 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 112.1 1 DEMOLITION OF BUILDING NO. 01 AT ______LUMP SUM 115.1 1 DEMOLITION OF BRIDGE NO. L-18-016 = S-05-008 (39J) AT ______LUMP SUM 115.2 1 DEMOLITION OF BRIDGE NO. L-18-016T = S-05-008T AT ______LUMP SUM 119. 1 RODENT CONTROL AT ______LUMP SUM 120.1 15,570 UNCLASSIFIED EXCAVATION AT ______PER CUBIC YARD 120.996 360 EXCAVATION FOR UTILITY BELOW MEAN HIGH WATER AT ______PER FOOT 120.997 12 UNDERWATER UTILITY INSPECTION AT ______PER DAY 120.998 30 PRECAST CONCRETE BALLAST WEIGHT AT ______EACH 120.999 1,430 UNDERWATER UTILITY BACKFILL AT ______PER CUBIC YARD CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 3 B00420 - 4 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 123. 388 MUCK EXCAVATION AT ______PER CUBIC YARD 140. 2,831 BRIDGE EXCAVATION AT ______PER CUBIC YARD 141. 251 CLASS A TRENCH EXCAVATION AT ______PER CUBIC YARD 141.1 301 TEST PIT FOR EXPLORATION AT ______PER CUBIC YARD 142. 507 CLASS B TRENCH EXCAVATION AT ______PER CUBIC YARD 146. 18 DRAINAGE STRUCTURE REMOVED AT ______EACH 148. 810 DREDGING AND DISPOSING OF MATERIAL AT ______PER CUBIC YARD 148.4 1 DREDGING, MOBILIZATION AND DEMOBILIZATION AT ______LUMP SUM 150.1 610 SPECIAL BORROW AT ______PER CUBIC YARD CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 4 B00420 - 5 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 151. 17,230 GRAVEL BORROW AT ______PER CUBIC YARD 151.2 1,335 GRAVEL BORROW FOR BACKFILLING STRUCTURES AND PIPES AT ______PER CUBIC YARD 153. 31 CONTROLLED DENSITY FILL - EXCAVATABLE AT ______PER CUBIC YARD 153.1 10 CONTROLLED DENSITY FILL - NON-EXCAVATABLE AT ______PER CUBIC YARD 156. 295 CRUSHED STONE AT ______PER TON 170. 20,900 FINE GRADING AND COMPACTING - SUBGRADE AREA AT ______PER SQUARE YARD 180.01 1 ENVIRONMENTAL HEALTH AND SAFETY PROGRAM AT ______LUMP SUM 180.02 3,120 PERSONAL PROTECTION LEVEL C UPGRADE AT ______PER HOUR 180.03 3,120 LICENSED SITE PROFESSIONAL SERVICES AT ______PER HOUR CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 5 B00420 - 6 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 181.11 4,726 DISPOSAL OF UNREGULATED SOIL AT ______PER TON 181.12 3,743 DISPOSAL OF REGULATED SOIL - IN-STATE FACILITY AT ______PER TON 181.13 15,913 DISPOSAL OF REGULATED SOIL - OUT-OF-STATE FACILITY AT ______PER TON 181.14 1,865 DISPOSAL OF HAZARDOUS WASTE AT ______PER TON 182.1 1 INSPECTION AND TESTING FOR ASBESTOS AT ______LUMP SUM 182.2 10 REMOVAL OF ASBESTOS AT ______PER FOOT 183.1 75,000 TREATMENT OF CONTAMINATED GROUNDWATER AT ______PER GALLON 183.2 12,000 DISPOSAL OF GRANULAR ACTIVATED CARBON AT ______PER POUND 184.1 560 DISPOSAL OF TREATED WOOD PRODUCTS AT ______PER TON CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 6 B00420 - 7 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 201. 30 CATCH BASIN AT ______EACH 202. 21 MANHOLE AT ______EACH 202.2 1 MANHOLE (9 TO 14 FOOT DEPTH) AT ______EACH 203. 3 SPECIAL MANHOLE AT ______EACH 203.1 2 SPECIAL DOGHOUSE MANHOLE AT ______EACH 205. 1 LEACHING BASIN AT ______EACH 220. 53 DRAINAGE STRUCTURE ADJUSTED AT ______EACH 220.3 2 DRAINAGE STRUCTURE CHANGE IN TYPE AT ______EACH 220.5 1 DRAINAGE STRUCTURE REMODELED AT ______EACH CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 7 B00420 - 8 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 220.7 7 SANITARY STRUCTURE ADJUSTED AT ______EACH 220.8 2 SANITARY STRUCTURE REMODELED AT ______EACH 221. 30 FRAME AND COVER AT ______EACH 222.1 31 FRAME AND GRATE - MASSDOT CASCADE TYPE AT ______EACH 223.1 10 FRAME AND GRATE (OR COVER) REMOVED AND STACKED AT ______EACH 227.1 4 TIDE GATE AT ______EACH 227.3 50 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT AT ______PER CUBIC YARD 227.31 200 REMOVAL OF DRAINAGE PIPE SEDIMENT AT ______PER FOOT 230.9 1 SANITARY SEWER BYPASS AT ______LUMP SUM CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 8 B00420 - 9 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 234.12 1,210 12 INCH DRAINAGE PIPE - OPTION AT ______PER FOOT 234.15 420 15 INCH DRAINAGE PIPE - OPTION AT ______PER FOOT 234.18 550 18 INCH DRAINAGE PIPE - OPTION AT ______PER FOOT 234.24 56 24 INCH DRAINAGE PIPE - OPTION AT ______PER FOOT 251.02 333 POLYVINYL CHLORIDE SANITARY SEWER FORCE MAIN PIPE AT ______PER FOOT 258. 9 STONE FOR PIPE ENDS AT ______PER SQUARE YARD 283.1 1 GRAVEL WETLAND AT ______LUMP SUM 302.08 20 8 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET) AT ______PER FOOT 302.12 370 12 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET) AT ______PER FOOT CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 9 B00420 - 10 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 302.16 520 16 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET) AT ______PER FOOT 303.21 370 20 INCH DUCTILE IRON WATER PIPE (FLEXIBLE RESTRAINED JOINT) AT ______PER FOOT 309. 7,460 DUCTILE IRON FITTINGS FOR WATER PIPE AT ______PER POUND 309.01 35 20 INCH DUCTILE IRON FITTINGS FOR WATER PIPE (FLEXIBLE RESTRAINED JOINT) AT ______EACH 347.1 310 1 INCH COPPER TUBING TYPE K AT ______PER FOOT 349.16 2 16 INCH GATE VALVE AT ______EACH 350.06 4 6 INCH GATE AND GATE BOX AT ______EACH 358. 14 GATE BOX ADJUSTED AT ______EACH 358.2 4 GATE BOX REMOVED AND DISCARDED AT ______EACH CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 10 B00420 - 11 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 358.3 2 GATE BOX REMODELED AT ______EACH 359. 3 WATER MANHOLE ADJUSTED AT ______EACH 359.1 1 WATER MANHOLE REMOVED AT ______EACH 359.2 5 WATER MANHOLE REMODELED AT ______EACH 373.12 370 12 INCH WATER PIPE INSULATION AT ______PER FOOT 376. 4 HYDRANT AT ______EACH 376.15 4 HYDRANT - REMOVED AND DISCARDED AT ______EACH 376.5 1 HYDRANT - ADJUSTED AT ______EACH 379.20 2 AIR RELEASE VALVE - 2 INCH AT ______EACH CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 11 B00420 - 12 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 387. 1 BLOW-OFF CHAMBER AT ______EACH 388. 2 AIR VALVE CHAMBER AT ______EACH 388.1 1 RELOCATE AIR VALVE CHAMBER VENT AT ______LUMP SUM 402. 1,640 DENSE GRADED CRUSHED STONE FOR SUB-BASE AT ______PER CUBIC YARD 415.3 2,190 PAVEMENT MICRO MILLING AT ______PER SQUARE YARD 431. 100 HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE AT ______PER SQUARE YARD 440. 386,400 CALCIUM CHLORIDE FOR ROADWAY DUST CONTROL AT ______PER POUND 450.231 1,450 SUPERPAVE SURFACE COURSE - 12.5 POLYMER (SSC - 12.5 - P) AT ______PER TON 450.32 2,530 SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC - 19.0) AT ______PER TON CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 12 B00420 - 13 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 450.321 2,180 SUPERPAVE INTERMEDIATE COURSE - 19.0 POLYMER (SIC - 19.0 - P) AT ______PER TON 450.42 4,220 SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5) AT ______PER TON 450.611 93 SUPERPAVE BRIDGE SURFACE COURSE - 12.5 POLYMER (SSC-B - 12.5 - P) AT ______PER TON 450.711 93 SUPERPAVE BRIDGE PROTECTIVE COURSE – 12.5POLYMER (SPC-B - 12.5 - P) AT ______PER TON 451. 240 HMA FOR PATCHING AT ______PER TON 452. 2,770 ASPHALT EMULSION FOR TACK COAT AT ______PER GALLON 453. 20,100 HMA JOINT SEALANT AT ______PER FOOT 472. 140 TEMPORARY ASPHALT PATCHING AT ______PER TON 482.3 120 SAWCUTTING ASPHALT PAVEMENT AT ______PER FOOT CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 13 B00420 - 14 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 482.5 440 SAWCUTTING ASPHALT PAVEMENT FOR BOX WIDENING AT ______PER FOOT 504. 3,580 GRANITE CURB TYPE VA4 - STRAIGHT AT ______PER FOOT 504.1 260 GRANITE CURB TYPE VA4 - CURVED AT ______PER FOOT 509. 300 GRANITE TRANSITION CURB FOR WHEELCHAIR RAMPS - STRAIGHT AT ______PER FOOT 509.1 120 GRANITE TRANSITION CURB FOR WHEELCHAIR RAMPS - CURVED AT ______PER FOOT 510. 300 GRANITE EDGING TYPE SA AT ______PER FOOT 510.1 40 GRANITE EDGING TYPE SA (RADIUS 10 FEET OR LESS) AT ______PER FOOT 514. 32 GRANITE CURB INLET - STRAIGHT AT ______EACH 580. 5,690 CURB REMOVED AND RESET AT ______PER FOOT CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 14 B00420 - 15 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 594. 3,800 CURB REMOVED AND DISCARDED AT ______PER FOOT 595. 11 CURB INLET REMOVED AND DISCARDED AT ______EACH 597. 110 EDGING REMOVED AND DISCARDED AT ______PER FOOT 627.8 1 STEEL BEAM HIGHWAY GUARD TANGENT END TREATMENT AT ______EACH 628.24 1 TRANSITION TO BRIDGE RAIL AT ______EACH 628.32 1 IMPACT ATTENUATOR FOR SHOULDER, CAPABLE OF REDIRECTION AT ______EACH 630.2 1,090 HIGHWAY GUARD REMOVED AND DISCARDED AT ______PER FOOT 645.096 290 96 INCH CHAIN LINK FENCE (PIPE TOP RAIL) (LINE POST OPTION) AT ______PER FOOT 650.096 30 96 INCH CHAIN LINK GATE WITH GATE POSTS AT ______PER FOOT CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 15 B00420 - 16 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 653.096 4 96 INCH CHAIN LINK FENCE CORNER OR INTERMEDIATE BRACE POST AT ______EACH 665. 1,280 CHAIN LINK FENCE REMOVED AND STACKED AT ______PER FOOT 697.1 40 SILT SACK AT ______EACH 698.4 894 GEOTEXTILE FABRIC FOR PERMANENT EROSION CONTROL AT ______PER SQUARE YARD 701. 1,910 CEMENT CONCRETE SIDEWALK AT ______PER SQUARE YARD 701.1 480 CEMENT CONCRETE SIDEWALK AT DRIVEWAYS AT ______PER SQUARE YARD 701.2 80 CEMENT CONCRETE WHEELCHAIR RAMP AT ______PER SQUARE YARD 703. 810 HOT MIX ASPHALT DRIVEWAY AT ______PER TON 707.8 12 STEEL BOLLARD AT ______EACH CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 16 B00420 - 17 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 740. 63 ENGINEERS FIELD OFFICE AND EQUIPMENT (TYPE A) AT ______PER MONTH 748. 1 MOBILIZATION AT ______LUMP SUM 751. 190 LOAM BORROW AT ______PER CUBIC YARD 755.6 10 FISHERIES BIOLOGIST AT ______PER MONTH 756. 1 NPDES STORMWATER POLLUTION PREVENTION PLAN AT ______LUMP SUM 765. 1,700 SEEDING AT ______PER SQUARE YARD 767.121 740 SEDIMENT CONTROL BARRIER AT ______PER FOOT 804.2 1,140 2 INCH ELECTRICAL CONDUIT TYPE NM - PLASTIC (UL) AT ______PER FOOT 811.31 5 PULL BOX 12 X 12 INCHES - SD2.031 AT ______EACH CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 17 B00420 - 18 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 813.30 500 WIRE TYPE 7 NO. 10 GENERAL PURPOSE AT ______PER FOOT 813.31 2,360 WIRE TYPE 7 NO. 8 GENERAL PURPOSE AT ______PER FOOT 813.32 3,000 WIRE TYPE 7 NO. 6 GENERAL PURPOSE AT ______PER FOOT 813.80 1 SERVICE CONNECTION (OVERHEAD) AT ______LUMP SUM 816.01 1 TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 1 AT ______LUMP SUM 816.81 1 TEMPORARY TRAFFIC CONTROL SIGNAL AT ______LUMP SUM 821.09 6 HIGHWAY LIGHT POLE - 15-FOOT BRACKET ARM AT ______EACH 823.111 7 HIGHWAY LIGHTING LUMINAIRE 14600 LUMENS LED AT ______EACH 823.112 6 HIGHWAY LIGHTING LUMINAIRE 20800 LUMENS LED AT ______EACH CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 18 B00420 - 19 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 823.72 7 HIGHWAY LIGHTING ARM AND LUMINAIRE REMOVED AND RESET AT ______EACH 824.10 1 FLASHING WARNING BEACON TYPE D AT ______LUMP SUM 826.54 1 FIRE ALARM CABLE REMOVED, DISCARDED AND STACKED AT ______LUMP SUM 832. 370 WARNING-REGULATORY AND ROUTE MARKER - ALUM. PANEL (TYPE A) AT ______PER SQUARE FOOT 847.1 53 SIGN SUP (N/GUIDE)+RTE MKR W/1 BRKWAY POST ASSEMBLY - STEEL AT ______EACH 851.1 360 TRAFFIC CONES FOR TRAFFIC MANAGEMENT AT ______PER DAY 852. 270 SAFETY SIGNING FOR TRAFFIC MANAGEMENT AT ______PER SQUARE FOOT 852.11 36 TEMPORARY PEDESTRIAN BARRICADE AT ______PER FOOT 852.12 3 TEMPORARY PEDESTRIAN CURB RAMP AT ______EACH CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 19 B00420 - 20 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 853.1 2 PORTABLE BREAKAWAY BARRICADE TYPE III AT ______EACH 853.2 2,640 TEMPORARY BARRIER AT ______PER FOOT 853.21 4,820 TEMPORARY BARRIER REMOVED AND RESET AT ______PER FOOT 853.501 32 TEMPORARY IMPACT ATTENUATOR REMOVED AND RESET AT ______EACH 853.62 12 TEMPORARY IMPACT ATTENUATOR UNIDIRECTIONAL, REDIRECTIVE (TL-2) AT ______EACH 853.8 50 TEMPORARY ILLUMINATION FOR WORK ZONE AT ______PER DAY 854.016 20,600 TEMPORARY PAVING MARKINGS - 6 INCH (PAINTED) AT ______PER FOOT 854.036 14,500 TEMPORARY PAVING MARKINGS - 6 INCH (TAPE) AT ______PER FOOT 854.1 12,300 PAVEMENT MARKING REMOVAL AT ______PER SQUARE FOOT CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 20 B00420 - 21 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 854.112 3,400 TEMPORARY PAVING MARKINGS - 12 INCH (PAINTED) AT ______PER FOOT 856. 4,380 ARROW BOARD AT ______PER DAY 856.12 4,380 PORTABLE CHANGEABLE MESSAGE SIGN AT ______PER DAY 859. 58,400 REFLECTORIZED DRUM AT ______PER DAY 859.1 3,900 REFLECTORIZED DRUMS WITH SEQUENTIAL FLASHING WARNING LIGHTS AT ______PER DAY 864. 2,360 PAVEMENT ARROW REFLECTORIZED WHITE (PAINTED) AT ______PER SQUARE FOOT 864.04 1,550 PAVEMENT ARROWS AND LEGENDS REFL. WHITE (THERMOPLASTIC) AT ______PER SQUARE FOOT 868.106 10,290 6 INCH WET REFLECTIVE RECESSED WHITE LINE (THERMOPLASTIC) AT ______PER FOOT 868.112 1,510 12 INCH WET REFLECTIVE RECESSED WHITE LINE (THERMOPLASTIC) AT ______PER FOOT CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 21 B00420 - 22 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 869.106 6,980 6 INCH WET REFLECTIVE RECESSED YELLOW LINE (THERMOPLASTIC) AT ______PER FOOT 869.112 250 12 INCH WET REFLECTIVE RECESSED YELLOW LINE (THERMOPLASTIC) AT ______PER FOOT 874.2 16 TRAFFIC SIGN REMOVED AND RESET AT ______EACH 874.4 21 TRAFFIC SIGN REMOVED AND STACKED AT ______EACH 880.01 1 MOVABLE BRIDGE ELECTRICAL SYSTEM AT ______LUMP SUM 895.01 1 MOVABLE BRIDGE START-UP SERVICES AT ______LUMP SUM 901. 4.5 4000 PSI, 1.5 INCH, 565 CEMENT CONCRETE AT ______PER CUBIC YARD 903. 16 3000 PSI, 1.5 IN., 470 CEMENT CONCRETE AT ______PER CUBIC YARD 910. 80 STEEL REINFORCEMENT FOR STRUCTURES AT ______PER POUND CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 22 B00420 - 23 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 915. 1 BRIDGE HOUSE - ARCHITECTURAL AT ______LUMP SUM 942.124 17,525 STEEL PILE HP 12 X 84 AT ______PER FOOT 942.142 10,433 STEEL PILE HP 14 X 89 AT ______PER FOOT 945.105 1,644 DRILLED SHAFT EXCAVATION 5.0 FOOT DIAMETER AT ______PER FOOT 945.204 525 ROCK SOCKET EXCAVATION 4.5 FOOT DIAMETER AT ______PER FOOT 945.305 30 OBSTRUCTION EXCAVATION 5.0 FOOT DIAMETER AT ______PER FOOT 945.405 127 TRIAL SHAFT 5.0 FOOT DIAMETER AT ______PER FOOT 945.505 2,602 DRILLED SHAFT 5.0 FOOT DIAMETER AT ______PER FOOT 945.605 2,077 PERMANENT CASING 5.0 FOOT DIAMETER AT ______PER FOOT CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 23 B00420 - 24 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 945.71 13,194 CROSS HOLE SONIC TESTING ACCESS PIPES AT ______PER FOOT 945.72 21 CROSS HOLE SONIC TEST AT ______EACH 945.81 1 OSTERBERG LOAD CELL AXIAL LOAD TEST AT ______EACH 945.9 21 DRILLED SHAFT INSPECTION AT ______EACH 948.41 6 DYNAMIC LOAD TEST BY CONTRACTOR AT ______EACH 948.5 312 PILE SHOES AT ______EACH 953.1 1 TEMPORARY STEEL SHEETING AT ______LUMP SUM 982.5 1 FENDER SYSTEM AT ______LUMP SUM 983.3 894 RIPRAP REMOVED AND RELAID AT ______PER CUBIC YARD CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 24 B00420 - 25 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 991.1 1 CONTROL OF WATER - STRUCTURE NO. L-18-016 = S-05- 008 (B9X) AT ______LUMP SUM 991.991 1 GEOTECHNICAL INSTRUMENTATION & MONITORING AT ______LUMP SUM 991.999 1 PRECONSTRUCTION SURVEY AT ______LUMP SUM 995.01 1 BRIDGE STRUCTURE, BRIDGE NO. L-18-016 = S-05-008 (B9X) AT ______LUMP SUM 997.001 1 OPERATING MACHINERY AT ______LUMP SUM 997.002 1 TRUNNION AND BEARING ASSEMBLIES AT ______LUMP SUM 997.003 1 SEGMENTAL GEAR AND OPERATING STRUT ASSEMBLIES AT ______LUMP SUM 997.004 1 SPAN LOCK MACHINERY AT ______LUMP SUM 997.005 1 SPAN BALANCE MEASUREMENT AT ______LUMP SUM CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 25 B00420 - 26 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 Project # 604952 Contract # 109691 Location : LYNN - SAUGUS Description : Bridge Replacement (Belden G. Bly) Br. No. L-18-016=S-05-008 (Bascule) Route 107 (Salem Turnpike/Western Avenue) over the Saugus River ITEM # QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 997.006 1 BALANCE BLOCKS AT ______LUMP SUM 998.001 1 BRIDGE PIPING AT ______LUMP SUM 998.002 1 HEATING, VENTILATING AND AIR CONDITIONING AT ______LUMP SUM 998.003 1 PLUMBING AT ______LUMP SUM Total Qty: 854,969.5 CMS104 - Report Run Date: 8/28/2020 4:33 PM Page 26 B00420 - 27 Proposal No. 604952-109691 Addendum No. 10, August 28, 2020 THIS PAGE INTENTIONALLY LEFT BLANK B00420 - 28/ 6. /4> P ,.r/fr~ xfA Q /n~Jbr .>' /- .. 7 it, ~1'C c~bc& .'&C L. yx;~ ~ iz( ~ / ' bLt(f ~~f7'- .1. 5 /tttc -I-n Cr... Ccji\ ~AZQ9a) 061? ,~i~// r..i .4 Ic-I-f 'It 9. POTENTIALLY RESPONSIBLE PERSON IDENTIFIED BY DEP: a. PRP notified the Department Date: T ime:T/P b. Name/Address: -> ' ' C W Tel. #