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64-336 - 295 DERBY STREET - CONSERVATION COMMISSION (J� `zSS Av�S<s�x �`� — �-��55 C�<5 g�-.-`��r�- : 'e+--.-aR �1 V f 0 � � � i , �, � . r � � F � �' � e , �� J k � Page 1 of 2 Date: July 13, 2016 Case No.: 16-01-1881A LOMA oce��F� =r� �T° Federal Emergency Management Agency °�s�� Washington,D.C.20472 GND SE�' LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION CITY OF SALEM,eSSEX COUNTY, Gardner Street Condominium, as described in the Unit Deed nnaSSACHUSEI7S recorded as Document No. 2002103000992, in Book 19515, Pages 3 through 9, in the Office of the Registry of Deeds, Essex County, COMMUNITY � Massachusetts COMMUNITY NO.:250102 � � AFfECTED NUMBER:25009C0419G MAP PANEL DATE:7H 612014 � FLOODING SOURCE:ATLANTIC OCEAN; FOREST PPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:42.513569,-70.896068 RNER;SALEM HARBOR OURCE OF LAT 8 LONG:LOMA LOGIC DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHATIS CHANCE ADJACENT � LOT . LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THESFHA � ZONE ELEVATION ELEVATION (NAVD88) � � (NAVD 88) (NAVD 88) -- - Gardner Street 36-38 Gardner Street Structure X 11.0 feet 11.1 feet - Condominium (Residential) (unshaded) ' Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the Flood having a 1-percent chance of being equaled or exceeded in anV aiven year(base Flood). � ADDITIONAL CONSIDERATIONS(Please reter to the appropriate section on Attachment tfor the additional wnsiderations listed below.) PORTIONS REMAIN IN THE SFHA � � STUDY UNDERWAY . This document provides the Federal Emergency Management Agency's detertnination regarding a request for a Letter of Map AmendmeN for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s) on the property(ies) is/are not located in the SFHA,� an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory Oood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its fnancial risk on ihe loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Informalion about the PRP and how one can apply is enGosed. This detertnination is based on ihe flood data presently available. The enclosed documents provide additional information regarding this determination. Ii you have any questions aboul ihis document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 847 South Pickett Street, Alexandria,VA 22304-4605. - . . . . .. , .. . . . . . .-. , .., ,. . - ... � . . . . � . � . . :� . .. _ .. . . . - "'-.....: .. .._. .� . ._.. - ' . _ ", . . ,.. '� . . .. . .. . � . � . . �. �. .. . .. { - _ . " . . . ._ _....._ _ . . . . � _.. ,� : . ,. .. . . . . _ .. . . � ., tli� i�.�,.�_ -�. ... ,._ ., . , . -. . ., ._ . ...___ ._._ � - < .... .....y . , . . . . .. � . �' � Luis Rodnguez P.E Chief - � - � � " . � � Engineering Management Branch �. Pederal Insurance and Mitigation Administration Page 2 of 2 Date: July 13,2016 Case No.: 16-01-1881A LOnnn ' O�eA�\�T �''� ° Federal Emergency Management Agency 3F F �`� Washington,D.C.20472 ��ND 54�' I LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the DeterminationlComment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonweaith, and local regulations for floodplain management. STUDY UNDERWAY(This Additional Consideratian applies to all properties in the LOMA DETERMINATION DOCUMENT (REMOVAL)) This determination is based on the flood data presently available. However, the Federal Emergency Management Agency is currently revising the National Flood Insurance Program (NFIP) map for the community. New flood data could be generated that may affect this property. When the new NFIP map is issued it will supersede this determination. The Federal requirement for the purchase of flood insurance will then be based on the newly revised NFIP map. This ariachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll tree at (877) 336-2627(877-FEMA MAP) or by letter addressed b the Federal Emergency Management Agency,LOMC Clearinghouse,847 South Pickett Street,Alexandria,VA 22304-4605. y . _-� _...�(- L� ,::- _y , . �- _ t:_.__.._.. ._... � � Luis Rodriguez,P.E.,Chief � � . � Engineering Management Branch � Federal Insurance and Mitigation Administration O�'4Al^�F,b . . ��°� Federal Emergency Management Agency ��, v � Washington, D.C. 20472 lqND SEG July 13,2016 MR.ANTHONY PRETEROTI CASE NO.: 16-01-1881A 191 STONEHENGE DRIVE CONIMUNITY: CITY OF SALEM,ESSEX COUNTY, ORCIIARD PARK,NY 14127 MASSACHUSETTS COMMUNITY NO.: 250102 DEAR MR.PRETEROTI: This is in reference to. a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled ' or exceeded in any givern year (base flood), -on the effective Naiional 'rlood Insurance Program (NFIF) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, tlie legal description of the � property and our determination. � ` Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the _ . FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Sincerely, __'l ,- __-� ce'+� yr -� �," . . C_............._.. Luis Rodriguez,P.E., Chief Engineering Management Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT(REMOVAL) ca State/Commonwealth NFIP Coordinator Community Map Repository Region , � COIVIIVIONWEt1LTH OF MASSA H I C USETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS � DEPARTMENT OF ENVIRONMENTAL PROTECTION �ONE WINTER STREET, BO A 02108 617-292-5500 RECEIV'ED �j.,, � �MITT ROMNEY - l f� ELLEN ROY HERZFELDER Gavemor JU� � 4 2003 �`\/ Secretary KERRY HEALEY DEPT.OF PLANNING& - EDWARD P.KUNCE Lieutenant Govemor COMMUNITY DEVELOPMENT Acting Commissioner May 30, 2003 Amerada Hess Corporation Go Phil Lombardo Morrison,Mahoney, &Miller 10 Chestnet Sh�eet Worcester,MA 01608 Re: DEP Waterways License No. 9727/Waterways License Application No.W02-0621-N . 295 Derby St., Salem Dear Mr.Lombarda The Department of Environmental Protection has approved the referenced license authorizing you to perform certain activities pursuant to G.L. Chapter 91 and regulations 310 CMR 9.00. Any unauthorized substantial change in use or substantial structural alteration of any structure or fill authorized by the license shall render it void and issuance of a new waterways license will be required. Furthermore, this license must be recorded at the referenced Registry of Deeds within 60 days of the date of license issuance. Work or change in use authorized by this license shall not commence until said license and accompanying plans are recorded and the Department has received written notification of the date, book and pagepumber of record. Please complete and retum the enclosed Notification Form to this office. You are also required to noUfy the Department in writing of the date the authorized work or change in use is com leted. " P Sincerely, C�)� Ben Lynch Program Chief Waterways Regulation Program cc: Mayor, City of Salem Saiem Harbormaster Salem Conservation Commission Salem Planning Board CZM-North Shore Office This in[ormafion is available in alternate(ormaL Call Aprel McCabe,ADA Caordinator at 1-617-556-1171.TDD Service-]-800-298-21A7. � DEP on the W!sorld Wide Web: http://www.mass.govPoep � �� Printetl on Recycletl Paper � c�lte (�m�munwettl�tit �f �![�s,��ttcl�u�e#� � u No. 9727 , 4 �hEIPFIH, Amerada Hess Corporation , of—Woodbridge--in the-- State of New 7ersey--, has applied to the Department of Environmental Protection to—construct a one-story gasoline sales and convenience store building with a footprint of approximately 1,700 squaze feet, with associated parking spaces and driveways; construct a concrete gasoline fueling island; maintain an existing canopy; replace underground fuel storage tanks; and construct and maintain exterior publidy accessible waterfront open space and pathways, and related amenities; --------------------------------------------- and has submitted plans of the same; and whereas due notice of said application, and of the tune and place fixed fora hearing thereon,has been given, as required by law, to the—Mayor and City Council--of the-- City--of-- Salem. --------------------------------------------------------------------- NOW, said Department, having heard all parties desuing to be heazd, and having fully considered said application, hereby, , authorizes and licenses the said- --Amerada Hess Corpora6on--, subject to the provisions of the ninety-fust chapter of the General Laws, and of all laws which aze or may be in force applicable thereto,to--construct a one-story gasoline sales and convenience store building with a footprint of approximately 1,700 squaze feet, with associated pazking spaces and driveways; construct a concrete gasoline fueling island; maintain an existing canopy; replace underground fuel storage tanks; and construct and maintain exterior publicly accessible waterfront open space and pathways, and related amenities;----------- ', in and over filled tidelands of--the South River--in the--City--of--Salem--and in accordance with the locations shown and details indicated on the accompanying License Plan No. 9727 (6 sheets). � The structures and fill authorized hereby shall be limited to the following uses: Gasoline service station; convenience store;publicly-accessible open space and pathways. Fill, structures, and uses on site were authorized by the following authorizations H&L 535 (188Q),FI&L601 !18R1;,TI�L 938 (lgg5),u,e,i,�3pa (t go9;, H&L 259? (1902), and i�PW 888 (1928). This License is valid for a term of 30 years from the date of issuance. By written request of the Licensee for an amendment, the Departrnent may grant a renewal for the term of years not to exceed that authorized in this license. PRINTED ON RECVCLED PAPER ' License No. 9727 Page 2 This License is subject to the following Special Conditions and Standazd Conditions: Special Condition 1: The Licensee shall construct and maintain in good repair the following publicly ' accessible exterior amenities,as shown on the final license plans: a). a 10-foot wide unobstructed paved multi-use waterfront pathway extending approximately 98 lineaz feet along the entire South River frontage of the site.All portions of the pathway shall be kept free of obs[acles,including,but not lnnited to,curbs, steps,abrupt�ade changes, seating,lighting, trash receptacles,newspaper dishibution boxes,and landscaping. b). an appro�cimately 2,500 squaze foot publicly-accessible landscaped open space area between the convenience store building and the shoreline,including pathways,benches,lighting,trash receptacles,and landscaping, as shown on the final license plans.The design of this open space shall be approved by the Salem Planning Department prior to construction. The Licensee may submit a cvritten request to the Deparhnent for addiuonal time to comply with this condition if the Salem Planning Deputment has not completed its review by the time construction has started. c). a five(5)foof wide concrete sidewalk extending approacimately 175 feet,from Derby Street to the waterCront pathway,as shown on the final license p(ans. Special Condition 2: The Licensee shall install and maintain interpretive signage in the waterlront open space area in the vicinity of the building,as shown on the final license plans. Such interpretive signage shall be developed in conjunction with the Salem Planning Department,Conservation Commission,or Historical Commission,and/or other environmental or historic preservation organizarions,and shall describe the history and/or ecology of the South River. A drafr of the interpretive signage shall be submitted to the Departrnent for its review and approval within one year of the issuance of this license. Snecial Condition 3: The Licensee shall make a monetary contribution of$5,000.000(five thousand dollazs)to an account established by the City of Salem for the purpose of planning, prograuuning, designing, conshvcting, and/or maintaining watersheet activation elements in the South River, consistent with the Salem Municipal Harbor Plan as approved by the Secretary of the Executive Office of Environmental Affairs on November 9,2000("MI3P"). The payment shall be made to the City prior to the issuance of the Certificate of Occupancy for the convenience store. The Licensee i shall provide proof of such payment within 10 days of said payment having been made. �i Snecial Condition 4: The convenience store shall include restrooms accessible to the public,free II of chazge, during its business hours. Special Condition 5: The Licensee shall allow the public to pass on foot,free of charge,from dawn to dusk,for any lawful purpose within the azea of the subject property lying seawazd of the present mean high water mazk. This condition shall not be construed to prevent the Licensee from taking reasonable measures to discourage unlawful activity by users of the area intended for public passage, including but not limited to trespassing on adjacent private areas,depositing refuse of any kind or nature in the water and shore, and from excluding the public from portions of said structure(s) or property not intended for pedestrian passage. Further, the exercise by the public of free on-foot passage in accordance with this condition shall be considered a pemutted use to which the limited liability provisions of M.G.L. Chapter 21 § 17c shall apply. The intent of this condition is to provide access in and across the intertidal zone located on-site for activiries such as strolling and viewing of the hazbor in addition to the public rights of fishing, fowling, and License No. 9727 Page 3 navigation which already exist in private tidelands. Said allowance of passage shall commence upon issuance of the license to be issued pursuant hereto. Snecial Condition 6: All exterior publicly accessible facilities, such as the waterfront pathway, benches, and open space, shall be open to the public,free of chazge,from dawn to dusk, seven days a week. The Licensee may adopt rules governing the publicly accessible azeas of the site, subject to prior review and written approval by the Department, as aze necessary for the protection of public health and safety and private property, and to ensure public use and enjoyment by minimizing conflicts between user groups. No amendment to said rules shall be made without prior written approval by the Department. The use by the public of the free open space facIlities in accordance with this License shall be considered a permitted use to which the limited liability provisions of M.G.L. Chaptec 21 § 17c shall apply. Soecial Condition 7: The Licensee shall place and maintain in good repair signage of an adequate size to be cleazly.visible to pedestrians on Derby Street in the vicinity of the sidewalk leading to the waterfront open space. Unless otherwise specified by the City, said signage sha11: notify the . public of the availability of the publicly accessible waterCront walkways and related facilipes; state the hours of access; state that the walkways and other public amenities were required by the Department of Environmental Protection, specifically referring to the Waterways License number of the project, and the locadon on the site where a copy of the License may be inspected by the public.Prior to placement of said signage,the Licensee shall submit a drafr signage plan to the Department for its review and approval. Said plan shall identify the text and design of each sign, as well as the proposed location of the sign. Said signage shall be consistent with all local laws • and regulations. Said signage specified in this condition shall be completed and installed on site in accordance with the schedule specified in Special Condition 8. Special Condidon 8: The publicly accessible pathways,open spaces,signage,and other exterior public amenities required herein shall be consh-ucted,installed,and opened to the public prior to the issuance of the Certificate of Occupancy for the convenience store. The Licensee shall provide the Department with a copy of the Certificate of Occupancy within 15 days of its issuance. Snecial Condition 9: Public views of the South River from the pathways and public streets shall be maintained as shown on the final license plans. All open spaces shall remain cleaz of view- obstructing landscaping, awnings, or other visual obstructions unless approved in advance by the Department. Special Condition 10: The Licensee shall swtably screen any exterior dumpsters or trash receptacles idenfified on the final license plans so as to not be visible to pedestrians from the publicly accessible por[ions of the site or neighboring residences. Special Condition 1 L The Licensee shall allow connections to be made to the pathway authorized herein from any adjacent e�sting or future pathways,bikeways,sidewalks,or any other pedestrian public way. Snecial Condition 12:Within sixty days of the completion of the proiect,but in no event later than five yeazs from the date of license issuance,or any extension thereof,the Licensee shall apply to the Department for a Certificate of Compliance pursuant to the Waterways Regulations,and provide the Department with an as-built plan stamped and signed by a registered professional engineer licensed to do business in the Commonwealth. License No. 9727 Page 4 Special Condition 13: All work authorized herein shall be completed within five(5)yeazs of the date of License issuance. Said construction period may be extended by the Department for one or more one yeaz periods without public notice,provided that the Applicant submits a written request for an extension to the Department no later than thirty (30)days prior to the expiration of said construction. Special Condition 14: The Applicant shall allow agents of the Department to enter the project sites to verify compliance with the conditions of this Chapter 91 Licenses prior to the completion of individual sections of the project. Snecial Condition 15: This License will be subject to an annual compliance fee for nonwater- dependent uses of tidelands pursuant to 310 CMR 4.00. Please see Standard Waterways License Conditions below. / / j/ Duplicate of said plan,number 9727 is on file in the ofFice of said Department, and original of said plan accompanies this License, and is to be referced to as a part hereof. License No. 9727 Page 5 , STANDARD WATERWAYS LICENSE CONDITIONS �� . 1.Acceptance of this Waterways License shall constitute an agreemen[by the Licensee to conform with all terms and � conditionsstatedherein. - . 2.This License is granted upon the express condition that any and all other applicable authorizations necessitated due � to the provisions hereof shall be secured by the Licensee p7ioi to[he commencement of any acdvity or use authorized � pursuant to this License. . � 3.Any change in use or any substantial sWctural alteration of any strucmie or fill authorized herein shall require the � issuance by the Departme�t of a new Waterways License in accordance with[he provisions and procedures established in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use or unauthorized substantial stmctural alteration of any structure or fill authorized herein shall render this Watenvays License void. 4.Tlvs Waterways License shall be revocable by the Depar[ment for noncompliance with the[ertns and condibons set forth herein. This License may be revoked after the Department has given wntten notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded - them a reasonable opportunity to correc[said noncompliance. Failure to conect said nonwmpliance after the issuauce of a writ[en noflce by the Deparcment shall render[his Waterways License void and ihe Commonwealth may proceed to remove or cause removal of any struc[ure or fil]au[horized herein at the expense of the Licensee,its successors and assigns as an unauthorized and unlawful structure and/or fill. 5.The s�uctures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions.stated herein and the details indicated on[he accompanying license plans. _ 6.Nollting in[his Waterways License shall be construed as authorizing encroachment in,on or over proper[y no[ owned or controlled by the Licensee,except wi[h the written consent of the oumer or owners[hereof. 7.This Waterways License is granted subject to all applicable Federal,State,County,and Municipal laws,ordinances� and regulafions including bu[not limited to a valid final Order of Conditlons issued pursuan[to�the Wedands Protection Act,G.L.Chapter 131,s.40. � 8.This Waterways License is granted upon[he express condition that the use of the s[mctures and/or fill au[horized hereby shal]be in sMct conformance with all applicable requirements and authodzations of the DEP. This License authorizes structure(s)and/or fill on: X Private Tidelands. In accordance with the public easement tha[exists by law on private[idelands,the Licensee st�all allow the public to use and to pass freely upon the area of the subject property lying between the high and low water mazks,for the pu`poses of fishing,fowling,navigation,and the na[ura]derivatives thereof. _Commonwealth Tidelands. The Licensee shal]not restrict the public's right to use and to pass freely,for any lawful . purpose,upon lands lying seawazd of the low water mark Said lands aze held in trust by the Commonwealth for the benefit of the public. . a 6rea[Pond of the Commonweal[h. The Licensee shall not res[rict[he publids right to use and to pass freely upon lands lying seawazd of the high water mazk for any]awfu]purpose. No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this License. Unless otherwise expressly provided by this License,the Licensee shall no[limit the hours of availability of any azeas oi iha subjec[property de�is.�>[zu;or pab:ic passagz,nor p;acz a��y g>tes,fences,cr c;,,e,suuct�z;oa such aze�:r,a � manner that would impede or discourage the free flow of pedestrian movement thereon. �L License No. 9727 Page 6 The amount of tidewater displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said---Amerada Hess Station—by paying into the treasury of the Commonwealth--ten dollars and zero cents($10.00)--for each cubic yard so displaced,being the amount hereby assessed by said Department(0 Cubic Yazds=$0.00). Nothing in this License shall be so construed as to impa'u the legal rights of any person. This License shall be void unless the same and the accompanying plan aze recorded within 60 days from the date hereof,in the Registry of Deeds for the County of Essex. IN WITNESS WIIEREAS, said Department of Environmental Protection have hereunto set their hands this 30�'day of May in the yeaz two thousand and three. Department of Environmental Program Chief Protecdon by the said-----N/A-------of the fiuther sum of---($0.00)---the amount determined b ovemor as a just and equitable chazge for rights and privileges hereby granted in the 1 e Commonwealth. BOSTO r. � COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON,.MA 02108 617-292-5500 � MI'f"f RONINEY � . � . - � � ELLEN ROY HERZFELDER Govemor � � � . . � Secretary KERRY HEALEY EDWARD P.I{UNCE ' LieutenantGovemor . - , Acting�Commiyyioner April 15, 2003 Amerada Hess Corporation C/o Philip C. L.ombardo Morrison,Mahoney &Miller 10 Chesmut St: Worcester, MA 01608 RE: Written Deternunation pursuant to M.G.L. c.91 - Waterways Application No. W02-0621-N Hess Gas Station, 295 Derby St., Salem Filled tidelands of the South River Deaz Mr. Lombardo: , The Department hereby issues this Written Determina6on, pursuant to MGL Chapter 91, the Public Waterfront Act,and 310 CMR 9.00, the Waterways Regulations, of its intent to approve the referenced application, subject to the attached conditions. The ro'ect ro oses t p � p p o renovate an existing gas station and related structures, including the construction of a new gas sales/convenience store to replace an existing building on site; replacement of underground storage tanks; installation of a new gasoline fuelling island under an existing canopy; and construction of public ameniUes, including pathways and a waterfront open space azea with related amenities. The site is subject to the provisions of the Salem Municipal Harbor Plan, as approved by the Secretary of the Executive Office of Environmental Affairs on November 9, 2000 ("ivIHP"). Approximately 14,500 s.f. of the 16,000 s.f. project site consists of previously authorized filled , private tidelands. 'The project will result in a net increase of building footprint of approximately 1 000 s.f. due to the con strucUon of a 1,660 s.f. convenience store to replace an existing gas station building on the site. The existing canopy covers an additional approximately 1,600 s.f. of the project site of which approximately 750 s.f. extends over filled tidelands, for a total of approximately 2,430 s.f. of site coverage. Since the total azea of filled tidelands on the project site is approximately 14,500 s.f, the project meets the open space requirement of 310 CMR 9.51 (3)(d) because buildings cover less than half of the tideland area. While the NffIP allowed the ' reduction of the Water-dependent Use Zone (WDUZ) if the City constructed various parks in the azea, the project complies with the full regulatory WDiJZ as calculated in accordance with 310 CMR 9.51(3)(c). The WDUZ for this site is approximately 42.6 feet, and the project proposes no Thu intormation is available in altemate(ormat Call Aprel McCabe,ADA Coordinator at 1-617556-1171.TDD Se[vice-1-800-298-27A7. � DEP on the Worltl Witle Web: http://www.mass.govPoep � �J Printetl on Recycied Paper ' Waterways Application No.W02-0621-N Page 3 of 11 Written Determination and Conditions � Plan. Furthermore, no overriding detriment to a public interest has been identified to overcome the presumption that the project serves a proper public purpose in accordance with 310 CMR 931(3). Therefore, the Department determines that the proposed project serves a proper public purpose that provides greater public benefit than detriment to the public's rights in said tidelands. 9. Based on a]etter dated March 28, 2003 from the Massachusetts Office of Coastal Zone Management (CZM), the Department detemunes that the proposed project is consistent with all applicable CZM policies, in accordance with 310 CMR 9.54. On the basis of the foregoing analysis, the Department will approve the proposed structures and uses described herein, as shown on the draft license plan and as shall be modified and delineated on the final license plans in accordance with the terms of this deternunation. This Detemunation is subject to the attached special conditions to be carried out by the Applicant (hereinafter the "Licensee"): These special condi6ons will be included, in substantially the same form, along with the standazd conditions, with the final Chapter 91 Waterways license to be issued pursuant hereto. This determinarion,including the attached Special Conditions,is subject to appeal as described in more detail on page 10. The Department will grant the Waterways license if no appeals aze filed within 21 days of the issuance of this Written Determination. Please contact Alex Strysky at (617) 348-4084 if you have any questions. THIS DETERMINATION IS ISSUED BY TI�DEPARTMENT OF ENVIRONMENTAL PROTECTION ON THE 15�'DAY OF APRIL, 2003. C�� Ben Lynch Acting Program Chief Waterways Regulation Program Cc: DEP NERO DWW CZM Mayor, City of Salem Salem Planning Dept. Salem Conservation Commission Salem Harbormaster Jim Treadwell WRP files V✓aterways Application No.W02-0621-N Page 5 of 11 Written Determination and Conditions This License is subject to the following Special Conditions and Standard Conditions: �ecial Condition 1: The Licensee shal]construct and maintain in good repair the following publicly accessible exterior amenities, as shown on the final license plans: a). a 10-foot wide unobshucted paved multi-use waterfront pathway extending appro�timately 98 lineaz feet along the entn-e South River frontage of the site. All portions of the pathway shall be kept free of obstacles,including, but not limited to, curbs, steps, abrupt grade changes, seating, lighung, trash receptacles,newspaper distribution boxes, and landscaping. b). an approximately 2,500 squaze foot publicly-accessible landscaped open space area between the convenience store building and the shoreline,including pathways,benches,lighting,trash receptacles, and landscaping, as shown on the final license plans.The design of this open space i shall be approved by the Salem Planning Department prior to construction. The Licensee may submit a written request to the Department for additional time to comply with this condition if the Salem Planning Department has not completed its review by the time construction has started. c). a five (5) foot wide concrete sidewalk extending approximately 175 feet, from Derby Street to the waterfront pathway, as shown on the final license plans. Special Condition 2: The Licensee shall install and maintain interpretive signage in the waterfiont open space area in the vicinity of the building, as shown on the final license plans. Such interpretive signage shall be developed in conjuncuon with the Salem Planning Depamnent, Conservation � Commission,or Historica] Commission, and/or other environmental or historic preservation organizations, and shall describe the history and/or ecology of the South River. A draft of the interpretive signage shall be submitted to the Departmenf for its review and approval within one yeaz of the issuance of this license. �ecial Condition 3: The Licensee shall make a monetary conh-ibution of$5,000.000 (five thousand dollars) to an account established by the City of Salem for the purpose of planning, programming, designing, constructing, and/or maintaining watersheet activation elements in the South River, consistent with the Salem Municipai Hubor Plan as approved by the Secretary of the Executive Offiee of Environmental Affairs on November 9,2000 ("MHP"). The payment shall be made to the , City prior to the issuance of the Certificate of Occupancy for the convenience store. The Licensee shall provide proof of such payment within 10 days of said payment having been made. Svecial Condition 4: The convenience store shall include restrooms accessible to the public,free of chuge, during its business hours. Svecial Condition 5: The Licensee shal] allow the public to pass on foot, free of chazge, from dawn to dusk, for any lawful purpose within the azea of the subject property lying seaward of the present mean high water mark. This condition shall not be construed to prevent the Licensee from taking reasonable measures to discouiage unlawful activity by users of the azea intended for public passage, including but not limited to trespassing on adjacent private areas, depositing refuse of any kind or nature in the water and shore, and from excluding the public from portions of said structure(s) or property not intended for pedestrian passage. Further, the exercise by the Waterways Application No.W02-0621-N Page 7 of 11 R'ritten Determinapon and Condidons Snecial Condition 11: The Licensee shall allow connecUons to be made to the pathway authorized herein from any adjacent eacisting or future pathways,bikeways, sidewalks, or any other pedestrian public way. Special Condition 12: Within sixty days of the completion of the project,but in no event later than five yeazs from the date of license issuance,or any extension thereof,the Licensee shall apply to the Department for a Certificate of Compliance pursuant to the Waterways Regulations, and provide the Department with an as-built plan stamped and signed by a red stered professional engineer licensed to do business in the Commonwealth. S�ecial Condition 13: All work authorized herein shall be completed within five (5) yeazs of the date of License issuance. Said construction period may be extended by the Department for one or more one yeaz periods witho�t public nouce, provided that the Applicant submits a written request for an extension to the Department no later than thirty (30) days prior to the expiration of said construction. �ecial Condition 14: The Applicant shall allow agents of the Department to enter the project sites to verif com liance with the conditions of this Cha ter 91 Licenses rior to the com letion of Y P P P P individual secuons of the project. �ecial Condition 15: This License will be subject to an annual compliance fee for nonwater- dependent uses of tidelands pursuant to 310 CMR 4.00. S�ecial Condition 16: The Licensee shall submit to the Department prior to License issuance a final set of mylaz plans, drawn in accordance with the DepartmenYs plan specifications at 310 CMR 9.11(3), which meets the terms of this Written Determinauon. The Licensee shall also provide the necessary documentation from the Salem Planning Department related to the site's compliance with the open space requirements of the IvIHP. Snecial Condition 17: This Written Determination shall remain valid until the License is issued or for up to one yeaz after the Written Determination is issued, whichever is sooner. Said term may be extended for one or more one yeaz periods,provided that the Applicant submits to the Department, thirty (30) days prior to the expiration of said term, a written request to extend the term and provides an adequate jusufication for said extension. Please see Standard Waterways License Conditions below. Duplicate of said plan, number W02-0621-N is on file in the office of saidDepartment, and original of said plan accompanies this License, and is to be referred to as a part hereof. ' Waterways Application No.W02-0621-N Page 9 of 11 Written Determinauon and Conditions Unless otherwise expressly provided by this License,the Licensee shall not limit the hours of availability of any azeas of the subject property designated for public passage,nor place any gates,fences,or other structures on such azeas in a manner that would impede or discowage the free flow of pedestrian movement thereon. The amount of tidewater displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said---Amerada Hess Station—by � paying into the treasury of the Commonwealth--ten dollars and zero cents ($10.00) --for each cubic yard so displaced,being the amount hereb assessed b said De artment 0 Cubic Yazds= Y Y P ( $0.00). Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and;the accompanying plan aze recorded within 60 days from the date hereof, in the Registry of Deeds for the County of Essex. , hands this day of in the yeaz two t ee. Department of Environmental by the said-----N/A------- of the further sum of---($0.00)---the amount detemu e Governor as a just and equitable chazge for rights and privileges h anted in the land of the Commonwealth. BOSTON 6et+eraer - . . . . , � . Waterways Application No.W02-0621-N Page 11 of 11 Written Determinauon and Conditions (e) if claiming to be a person aggrieved, the specific facts that demonstrate that the party satisfies the definition of"person aggrieved" found in 310 CMR 9.02; (� a clear statement that a formal adjudicatory hearing is being requested; (g) a clear statement of the facts which are the grounds for the proceedings, the specific objections to the DEP's written decision, and the relief sought through the adjudicatory hearing;including specifically the changes desired in the final written decision; and (h) a statement that a copy of the request has been sent to: the applicant and the municipal official of the city or town where the project is located. Filing Fee and Address A copy of the Notice of Claim along with a DEP Fee Transmittal Form and a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollazs ($100) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston,Massachusetts 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or is granted a waiver. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee pursuant to 310 CMR 4.06(2) for a person who shows that paying the fee will create an undue financial hazdship. A person seeking a waiver must file an affidavit setting forth the facts believed to support the claim of undue financial hardship together with the hearing request as provided above. � oF�o��sE� S E D E R S. C N A N D L E R s„„,,,E� sEOEa SAUL A. SEDER IIgIB-19841 PHa�v c�oMenRoo.�e. ATTORNEYS AT LAW _ � MAROLD SEDER BtIRTON CHANOLER BURNSIDE BUILDING �isaa-iseei J. ROBERT SEGER — DARRAOM K KASAKOFF 339 MAIN STREET TELEPHONE nwnviH s. si�veA.v.c. WORGESTER. MASSACMUSETTS 016 08-15 8 5 �5081 �5�-��21 ROBERT 5. ADLER FACSIMILES Kevira c. n��ee sederchandler@sederlaw.com isoai �se-ieaa GAUL J. O'RIORDAN JEFFREY G. GREENBERO I5061 B31-095$ TODD RODMAN PMILIP F.COPPINGER October 21� 2002 � VIA CERTIFIED MAIL r . , _.i ;-' ,-> , Salem Conservation Commission `=�' --� �� City Hall �„-, �� ` ;j 93 Washington Street _-_ � ` Salem, MA 01970 � ;., ! � -'� : �7 RE: Public Notice of Waterways Application No. W02-0621-N `"' Hess Gas Station, Salem, MA (295 Derby Street) Dear Sir/Madam: Enclosed herewith please find a Notice of the Application of Amerada Hess Corporation to renovate an existing gas station and construct a new convenience store on filled tidelands of the South River at 295 Derby Street, Salem, Massachusetts. I have also enclosed a copy of the site plans submitted with the application. Should you have any questions or comments regarding this proposal, feel free to contact Mr. Alex Strysky of the DEP (his address is set forth in the Notice) or me. Very rul yours, /f/ / � Philip . Lombardo, Jr. PCL/crl Enclosures cc: Alex Strysky, Department of Environmental Protection - � COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPAR,TMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 JANE SWIFT BOB DLiRAND Crovernor Secretary LAUREN A.LISS Commissianer DEPARTMENT OF ENVIRONMENTAL PROTECTION � � ;.� WATERWAYS REGULATION PROGRAM _�, ``' i i i / r/. —� Notice of License Applicafion pursuant to M.G.L.Cl�apter 91 7%� 1; .r� r �u �i Waterways Application Number W02-0621-N �i)m - Hess Gas Station renovation, Salem r-,�=- —• �'`� _� 7 `�, ) Applicant: Amerada Hess Corporation `' .....• � Project Location: 295 Derby Street, Salem `�� Scheduled Public Hearing: November 12, 2002 Public Comments Deadline: December 3, 2002 NOTIFICATION DATE: October 23,2002 Public notice is hereby given of the application Amerada Hess Corporation to renovate an existing gas station and construct a new convenience store on the filled tidelands of the South River. This is a nonwater-dependent use project. The Department of Environmental Protection, Waterways Regulation Program, will conduct a public hearing on the aforesaid project proposal on Tuesday,November 12, 2002, at 6:00 p.m. in Room 313, 3`a Floor, Salem City Hall Aonex, 120 Washington Street, Salem. The Department will conduct this public hearing in order to receive information to be used in its decision o� whether to grant a Waterways License pursuant to M.G.L. Chapter 91. The Deoartment will consider all written comments on this Waterways application received bv December 3. 2002(Public Commenis Deadlinel. Failure of any aggrieved person or group of ten citizens or more to submit written comments to the Waterways Regulation Program by the Public Comments Deadline will result in the waiver of any right to an adjudicatory hearing in accordance with 310 CMR 9.13(4)(c). Additional information regarding this applicatio� may be obtained by contacting Alex Strysky of the Waterways Regulation Program at (617) 348-4084. Project plans and documents for this application aze on file with the Waterways Regulation Program for public viewing, by appointment only, at the address below. Written comments must be addressed to: Ben Lynch, Program Chief, DEP Waterways Regulation Program, One Winter Street-6th Floor, Boston, MA 02108. This in[ormalion is available in altemate formal6y calling our ADA Coordinalor a�(617)574-6872. DEP on the Worltl Wide Web: htlp://www.siate.ma.us/tlep Z�'`l Printed on Recycled Paper I C; EK I IF Y I HA I I H15 F' LAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . ,�"tN �F AP'� . oA� STEPHEN cyG . .Y P w DeCOURSEY � CIYIL � No. 36424� . A9 ��Q gT p�� ----�_ .C�m'�'�-�-� �Ss�OlIAI EN�'\ �. � . INV. OUT= 5.35 � INV. OUT= 5.50 ' �� `_`0 UTH �IVER - 51'-S" RCP � � 5=.01 � � � 56�-8" RCP � 5=.005 �,\ � DMH# 1 „ 55'-6" PVC 30'-6" PVC 5=.01 MIN. RIM= TBD 5=.01 MIN. INV. IN= 5.83 ' INV. OUT= 5.J9 = - � STORMWATER QUALITY UNIT #2 58'-8" RCP - RIM= 10.00 5=.01 PROPOSED INV. IN= 5J8 1 ,660 SQ. FT. 30'-6" PVC HESS EXPRESS ° __, � INV. OUT= 5.78 S=.01 MIN. • � STORMWATER QUALITY. �� 34'-8" RCP UNIT #1 __ ____ 5=.005 kIM= TBD � c� 11'-8" RCP ! • � � ) INV. IN= 6.42 � 5=.01 =____� CB# 2 INV. OUT= 6.42 �� °� ) RIA1= 9.20 CO '-=====1 INV. IN= 6.00 CB# i INV= 6.89 ___ _ � ❑o �J) INV. OUT= 5.96 RIM= 9.50 �'-- -- - � . pg'-8" RCP INV. OUT= 6.49 C0 S=.005 � , � 29'-4" D4 INV= 6.60 � DMH 2 47'-8" RCP �p 5=.01 I B � 5=.01 . � A RIM= 9.81 �. INV 6.72 - n � � INV. IN (A�= 6.22 �B# 4 ' �` INV. IN (B)= 6.18 RIM- 9.47 � 40 4 D4 � 18'-8" RCP INV. OUT= 6.14 INV OUT= 6.89 � � � _ 5=.01 __ � 5=.005 � ..,m.,�.� „-a�:� ' ��------ - - 33'-6" D6 -�- 5=.01_��-_----- ----� CB# 3 DERBY STREET RIM= 9.45 • � (A.K.A. ROUTE in) INV. OUT= 6.27 � (F.K.A. WATER STREET) � (PUBLIC-VARIABLE WIDTH R.O.W.) � �9� J�� 3��H �F�� ot STEPHEN cbG � P� '� � ,p�C0UR5EY � . . _._ CIVIL No. 36424� . . GRAPHIC SCALE ��S/OnAIE��\�� 30 0 15 30 60 � ( IN FEET > DRAINAGE PLAN i 1 inch = 30 ft. SHEET 3 OF 6 - I I CERTIFY THAT THIS NLAN , I AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . ' ��ytN �F 91.tr,c oi� STEPHEN��YG - .. N � DeCOURSEY � CIVIL �� .. . , �No. 36424� � . '90 Q sT p a\� , �SWMAI EP �z�'.� :- �� <.;; NOTES: n �s � � °- G � � � �� 1 . LOT SHOWN ON ASSESSOR'S MAP #34, LOT �442, IN THE 7: ' � ,�„ s"" � �%� � " CITY OF SALEM, MASSACHUSETTS. �`�� '` ��'� � � � ,�i. G<+�Ns� �H P IA . 2. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ; r �` 4 ENTITLED "ALTA ACSM LAND TITLE & TOPOGRAPHICAL SURVEY" , Y. - .o " "— ti�"�� PREPARED BY ONTROL POINT ASSOC., INC., WATCHUNG, N.J., ��Y ' r""�\` �;'' Iv.tYM K y ... DATED JANUARY 22, 2001 , SCALE: 1 "=10'. ' '1� +� w y��,1�1; : �� . r '� sJ . ��N�t�^' . CROSS SECTION �. ; ��,• * :� "'�r� SHEET #6 F a ti ti��^'w' ,. . " •�',4-��;:.�. —� -- ' � SO LOCUS MAP , � � UTH RIVE �. � '` R PROPOSED RAIUNG o � � - EXISTING STONE S• � '° ; � �� \ BULKHEAD (TO MAP 34 LOT 442 ;,� � PROPOSED FUTURE REMAIN� N/F IANDS OF co INTERPRETIVE SIGN - � GIBBS OIL COMPANY LIMITED PARTNERSHIP N . � PROPOSED 10' I D.B. 010745, PG. 390 rr (TYP. 2 PLACES) WIDE CONC. � SIDEWALK � MAP 34 I a x LOT 441 PROPOSED MAP 34 N/F uNDs oF 1 ,660 SQ. FT. LOT 443 GEORGE E. MAGUIRE, HESS EXPRESS TRUSTEE OF SOUTH N/F LANDS OF RNER REALTY 1RUST � JEROME R. SOUSA, JR. D.B. 7021, PG. 28J a � ,,.D.B. 9731, PG. 366 � " `� CROSS SECTION - --- SHEEt #6 EXISTING U ERGROUND XISTING ND E � 1) � � -- -- PROPOSED — STORAGE TANKS ( � - - --- I FENCE (� �) (TO REMAIN) — �--- - PROPOSED 5' . '- - - �'� APPROX. LOCATION WIDE CONC. " __ � �OF 100' INNER SIDEWALK �` RIPARIAN ZONE LINE EXISTING � � � PROPOSED 4'x12' ' 33'x49' CONC. FUELING ISLAND CANOPY • � � (TYP. 4 PLACES) TO � • � � REMAIN) � � g , �� i i i ��j J fl' ' �G' �L1J` �.A0. �n Or M _ I _ v.. _ . . . _ . _ . m ..._. �-""°°,°•` � "�'' �� STEPHEN �YG -�----------=n � ° � . ---__---- �, GRAPHIC SCALE DeCOURSEY a CIVIL 30 0 �5 3° DERBY STREET No. �,z4 (F(K.A.AWAT�ERTSTREET) A90„�Q 37 a a�'�,�� (PUBLIC—VARIABLE WIDTH R.O.W.) SS�OryA4E� SITE PLAN - ( IN FEET ) SHEET 1 OF 6 . 1 inch = 30 ft. � PLAN ACCOMPANYING PETITION OF: AMERADA HESS CORPORATION TO REDEVELOP A GASOLINE STATION WITH A CONVENIENCE STORE, ON PREVIOUSLY FILLED TIDELANDS ALONG THE BANKS OF , THE SOUTH RIVER, AT 295 DERBY STREET, SALEM, MASSACHUSETTS. . I CERTIFY THAT THIS PLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . iJ�1N �'�q,c�_ oA� STEPHEN �kyG � � .� ? P. m � DeCOURSEY � CIYIL ,�No.36424 �'o FQ 3T R t.ti3'Q� 9�� SJ�O/IAL Ep6� . � . 6.75 n -� , �,0 I � " ' 65�- ��- UTH RIV _�_ _ ER s.�s _ � 63� ' � � ,� \ ` � 8 \°� % . � o , � —9 I - - � � 7 � g 8 ' 10 r \��g I PROPOSED � 1 ,660 SQ. FT. TS 70.57 HESS EXPRESS �r- ; BS 10.24 � F.F.E.= 10.67 j , � —�-• �\\ ' ,o � -�G - -oi o � 6� 10.12 _�_-__- TC 9.90 9J0 I` � o (� ❑o °� ) BC 9.40 9.87 � -- - - -� e 9.86 I � [p °°1) HIGH POINT I 9.80 1~ J° � TC 10.48 � C� O BC 9.98 I i �o I 9.75 9.45 � � • . 9.70 0� � � 9.86 , i �0.03 � � o . ig / � TC 9.66 Q �o i � 9.70 BC 9.63 .° ' -- . -- .� • ' -•-:� MATCH EXIST. ��'�� _n.--- -- ' " � '---- ---=� 9•87 TC 10.00 rc �o.>> DERBY STREET BC 9.50 • � e BC 9.61 (A.K.A. ROUTE 1A) � � - . MATCH EXIST. (F.K.A. WATER STREET) . : (PUBLIC—VARIABLE WIDTH R.O.W.) NOTES: 1 . ELEVATIONS ARE BASON UPON NGVD 1929 DATUM, REF. ��. U.S.C.G.S. BM#19, ELEV.=13.695. 2. DATUM: MLW=4.10; MSL=0.0; MHW-4.89; MHHW=5.33; FEMA �`y�.SNof�c 100 YEAR FLOOD ELEV.=10.0. or STEPHEN y� �.� P. � DeCOURSEY � CIVIL �No. 36424� � � w9� �oQ 3T P �'. GRAPHIC SCALE `fss�on��E�°`� JO 0 15 70 60 � iN FEET > GRADING PLAN 1 inch = 30 ft. SHEET 2 OF 6 I CERTIFY I HA I I H15 NLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS I OF THE REGISTRY OF DEEDS . - I sT`'ia of�, . ot� STEPHEN yG . . 3 P M Y DeCOURSEY ' CIVIL No. 36424. . . '��FQ a �� oF`�SSIONAL E��`�� . EXIST4NG STONE BULKHEAD (TO � \ � � S�UTH RIV REMAIN) � 65� - - =�� _ E.I2 � ; r 6 3g \ ` � � � �� I �� \ � , �•\ i i �� — _ `� " ` ` � ' - - - - ' � a/� �� ' 1 / / PREVIOUSLY � ; EXISTING �� DEVELOPED� � FENCE ` i AREA `� / i� / I �� / - ` I ' \ � � � _— /� — � -�- � _ - � � ; r' , _ ::,;.. , __:, _ . \ ' �--- - - -� '. ,� , �� - -- -) i . , , . i ,, ; EXISTING I - ' �`—_ - --- � BUILDING (TO � BE REMOVED) ' �r �� - - EXISTING � i ;� _ o; � ❑ UNDERGROUND Ii : I� ! STORAGE TANKS (TO ; �: i REMAIN) O' ; ; I R ^ I � 'O � _ : O� il 1g . . � � �_ � � � � ! ' � ' � / ... � .��" °�� . ._ . ... . .. _. ... . ��>m ..� ._ . •wa•ar c —_� -�. .� �, � r-t. n ------ --- - ----- . EXISTING 4'x10' CONC. EXISTING 33'x49' DERBY STREET FUELING ISLAND (TO BE CANOPY (TO REMOVED TYP. 2 REMAIN) (A•K,A. ROUTE tA) � � (F.K.A. WATER STREET) PLACES) (PUBLIC—VARIABLE WIDTH R.O.W.) V`� V ��`H �� oA STEPHEN cy�� P. � DeC0UR5EY � CIVIL � No. 36424p GRAPHIC SCALE �`�SOMALEr6�� , }0 0 15 70 60 ... -� EXISTING FEATURES ( IN FEET > P LA N 1 inch = 30 it. SHEET 4 OF 6 I I CERTIFY THAT THIS PLAN , ; AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS ; OF THE REGISTRY OF DEEDS . �.`" °f I' o�� STEPHE�9G J P. �' � DeCOURSEY � CIVIL M � i ,�No. 36424 ;� �OF 9T a �Q. . �SS�ONAI E�g\ / . - , ` � SpUTH � RIVER . � �, ` ; . a r ._,, ` �� .. � I ; I �� ' 'I...___ "-y � . - , � _ .� ;. _, __ . _ �°�,, I ,:; , � � : , . ;; ;� � I � ;� , �- _�__ ; � �,�,-�,,,,»,: , ; :, .' , �' � Fi;C��-��SED ; � I i I ^� Ii i c ) S;,. �T. � I; N� � EX�R•�S� � �,; ------ -- � v - ,,� , ; � i _ ,� -_ ;I ; , � -� � ,� �,� ; � � � 1 _ � . ,� � � i � � i :� _ �� j�� i� � '+ ( � � -- , .� � =�!— — ; I i � ! I, I � —_ � ; � � - - _, � F- �- ___ _ _-- -- � , I I __ � � _., I : � � I � � � ; _ ; , , , �• (��' I i' ( I I,�' I g �LG!/.L/.!//../..L/ i . '_ . }. It . I� I �.�._ � I _._ � � ; I S I . � t , i' � .;.: ..-- ..__. � . • : __, �.� ...... ..._�._ . _ _. �� . , . ..i Cm'Y'[ I10.��l � . 10 • • p � • LINE A LINE B LINE C UNE D LWE E DERBY STREET � (A.K.A. ROUTE 1A) �N Of�g� � (F.K.A. WATER STREET) �� yC (PUBLIC—VARIABLE WIDTH R.O.W.) DA STEPHEN yG � P N DeCOURSEY N CIVIL No. 36424� .. LINE CALCULATIONS ��'�'+son��E`'`�� GRAPHIC LINE A = 182.65 LINE B = 176.69 ao o ,s ao eo LINE C = 170.54 —� LINE D = 164.38 � LINE E = 158.14 ( IN FEET ) 1 inch = 30 ft. TOTAL LINES A—E = 852.60 WEIGHTED LOT AVERAGE OF ALL 5 LINES = 170.52 SETBACK REOUIREMENT = 42.63 DEPTH PLAN SHEET 5 OF 6 I CERTIFY THAI THIS NLAN , AS PREPARED , CONFORMS TO _ THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . �,-`" °F oA� STEPHE�G i P. N � DeCOURSEY � CIVIL 4No. 36424� , . ! �O �� 3T a ,�_ . . \ �SS�oxAl E�a . W 2 � Q � . � ¢ 3 z o o �^w w � � 2 Q V � U U Z V � Z W p o e > m � O II � . Q � O + W 1� .. � 3 z > W � � J j � mW J W 43 ,Q . . � � Q K W -� N Q 2 ~ � � � I.� } J . W � Q Z � � d Q 3 F- O G] � O S p w w 2 T p p � � � d' � V � �` � t i,�"j d Q N � U Q � II � 11 O W O S OJII J - � L� F- � � � O � _ '__ O �o _ � II II � w Ey �c 3J I ? � � W � m I � � � � w a �., I F- W J � v�'� � Z � (/'� � ¢ . o r- I v�i o C!� o � �--- I � � QO', o > � Y T , _ W In J \./ 0 I Q W m U' O � p � � V1 t0 � fn N N Vl I Q O N W O � r-, � W � ^ W O = a II � � ` X w � � 1 W Li � � I � I � h w W r� ¢ ��(1 W � J c� �1 N W 3 Z [� � II � v~i � z U N X O ,� � �, N ... V � .i Z � O � U O 1-LI 71 OI = u�ul j n ( .L3�,� NI ) oz o� s o a �'I�T�S ZF��I,L23�A ' ��" °f ��rJ � oA� STEPHE�G . a�� , p, N D9� 6d � DeCOURSEY � CIVIL � No. 364240 . 4 �o ° �T a .�w� CROSS SECTION �sSroNai�N�� SHEET 6 OF 6 ati. �g51� �'�. 9t �acc�: ��zvl?n-iL Massachusetts Department of Environmental Protection �,�- Bureau of Resource Protection - Wetlands oeP F;ie N�mbe�: �� WPA For'm 8B — Certificate of Compliance 64-336 ` � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. To: - - -- - - - - - - -- -- - - - --- - -- - - - -- - ---- - - - - - - - - -- -- - Sc�_e..T Conservatio Commission Please be advised that the Certificate of Compliance for the project at: _2�S nEez � S<¢��-c � � � 331� Pro�ect Location � DEP File Number Has been recorded at the Registry of Deeds of: �SSEK County fOr: • �N�ZApA 1�CSS �2PoZAT�� Pro erty Owner and has been noted in the chain of title of the affected property on: �� D�s s 20�0 2`�`��1 4'1"1 �� -- -----Boo�h — Page --- If recorded land, the instrument number which identifies this transaction is: �sz-��M�-�- � ZZs , If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpafrmeb.tloc�rev.1223I09 � WPA Form BB,CetliOcale of Complianre•Page 3 of 3 B O H L E R � �� 352 Turnpike Road Southborough, MA 01772 APR 1 2 2010 PHONE 508.480.9900 E N G I N E E R I N G FAX 50S.4S0.90S0 D�PT.OF PLANNING& COMMUNIT!DEVElAPMFNf April 9,2010 Ciry of Salem Conservation Commission �io Federa!Express Delrvery 120 Washington Street Salem, MA 01970 Re: Request for Certificate oT Compliance I Hess Express Facility 295 Derby Stree[,Salem, MA Attn: Carey R. Duques,AICP—Conservation AgenUS[aff Planner Deaz Ms.Duques, Please accept this letter along with the enclosed WPA Form 8A application as Amerada Hess Corporation c/o Bohler Engineering's request for a Certificate of Compliance for the permitted work previously completed at the Hess Express facility located at the above referenced address. The site improvements associated with the gas station faciliry were constructed in accordance with the previously issued order of conditions and aze in general compliance with the site development plans submitted with the previous Notice of Intent, dated May 7,2002. As you laiow, portions of the improvements referenced in the original Notice of[ntent, associated with the harborwalk development, were never constructed due to delays related to the City's specifications during the time the Hess Express project was under construction. To address the outstanding construction the applicant is filing a new Notice of Intent with the Commission for the proposed harborwalk improvements in accordance with the City of Salem Conservation Commission regulations. Should you have any ques[ions or comments or require any further information,please do not hesitate ro contact me at(508)480-9900. Very truly yours, BOHLER ENGINEERING ��— Lucien DiSte o Enclosure cc: H.A. Lautenbacher,Amerada Hess Corporation Phil Lombardo,esq. DEP Northeast Region OTHER OFFICE LOCATIONS: •Albany, NY • Ronkonkoma, NY •Warren, NJ •Center Valley, PA •Chatfont, PA • Philadelphia, PA 518.438.9900 631.738.1200 908.fi68.8300 610.709.9971 215.996.9100 267.402.3400 •Towson, MD •Sterling, VA •�Warrenton, VA •Bowie, MD •Fort Lauderdale, FL 410.821.7900 � 703.709.9500 540.349.4500 301.809.4500 954.202.7000 CIVIL AND CONSULTING ENGINEERS • SURVEYORS • PRO,]ECT MANAGERS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS www.BohlerEngineeri ng.cam City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form P/ease comp/ete fo�m and make two copies. Date Received �� Z Ol0 Amount Received � Z(�2. 7� Form of Payment Check ❑ Cash Client Information CASH PAYMENTS: client initials ❑ Sign Permit Application Fee �Conservation Commission Fee �0� Payment received for what ❑ Planning Board Fee/ ZBA service? � SRA/DRB Fee � Old Town Hall Rental Fee ❑ Other. Cooies Name of staff person receiving payment 1�� Additionai Notes __ _ _ _ .. - -_ _ 20327 BOHLER ENGINEERING MA, LLC 352 TURNPIKE ROAD SOVEREIGN BANK SOUTHBOROUGN,MA 01772 57515�110 �/�//n (508)480-9900 i4 8 fr ORD ROFE �i�_ �1 C� 0�,.� $ a?� '�o � �'''T �� C�—��`��//oU noLLARs � VOID AFTER 180 DAYS 8 MEMO , __. -- - � ------ ----- ------------- � i�'020327i�' �:Oi1075i50�: 306049 5 3 2 54�i' Original Check and Form: DPCD Finance Copy 1: Client � Copy 2: Application File ' Bohler Engineering 352 Turnpike Road,Suite 105 Southboro, MA 01772 LETTER OF TRANSMITTAL Tel: (508) 480-9900 • Fax: (sos) 480-9080 PROFESSIONAL ENGINEERING SERVICES TO: City of Salem DATE: April 9, 2010 , Conservation Commission RE: Hess 120 Washington Sireet 295 Derby SireeT Salem, MA 01970 Salem,MA ATfENTION: Carey R. Duques JOB NO: W010719.01 We are sending you ihe following ifems via: Fedex �, �Attached ❑Shop drawings ❑ Prinis � Plans ❑Specifications ❑ Copy of letter ❑Report � Item # # of copies Date Description 1 8 (l original) n/a Notice Of Intent 2 1 4/9/10 Check # 20327 in the amount of$262.50 These are iransmitted: ❑ For approval � For your use ❑As requested ❑ For review and comment ❑ REMARKS: Enclosed please find the above mentioned items for submitting a Notice of Intent to ihe Salem Conservation Commission. Should you have any questions, please cail me at 508-480-9900 ext# 1 144. Thank you COPY TO: File Luke DiStefano ., . � „��r, � `, � i T`i' C:1 t`� �t1 L f�J 1�`I � � . . . . . , . ; _. . g { f } _ l;;.,,;.• � '..11 v rJ I�i`L 5V�1 t� 1 i�i`d ��1�/1 i�t.�1 s.d`7+.�""J�lJ l� Apri126, 2010 Lucien DiStefano 352 Tumpike Road Southborounh, MA 01772 Re: Certificate of Compliance—DEP #64-336— Conshvction of the Hess Gas Stadon 295 Decfiy Street, Salem, MA Dear Mr. DiStefano: Enclosed, please find the Certificate of Compliance for the above referenced project. This Document must be recorded at the Essex County Registry of Deeds, Shetland Park 45 Congress Street, Suite 4100 Salem, Massachusetts. Please fill out and retum the Recording Information on page 4 of the Certificate of Compliance, which will indicate to the Salem Conservation Cominission that the document has been recorded. If you have any further questions please feel free to contact Frank Taormina at (978) 619- 5685. Sincerely, �� Carey Duq ies V Conservation Agent/ Staff Planner Enclosures CC: DEP Northeast Regional Office .. : ' Massachusetts Department of Environmental Protection �— Bureau of Resource Protection - Wetlands oeP F��e N�mbe�: I ` �,� WPA Form 8B — Certificate of Compliance 64-336 � �` Massachusetts Wetiands Protection Act M.G.L. c. 131, §40 providedbyDEP � A. Project Information � importanY. � when fiuing oui 1. This Certificate of Compliance is issued to: forms on Ihe compu�er, use Amerada Hess Corporation ---- —=--- --- -- - � onty the lab key Name to move your � Hess Plaza cursor-do no� Mailing Address � use the retum key. Woodbridge NJ 07095 �, CitylTown State Zip Code �� 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: Amerada Hess Cor�oration "r°0 ` Name June 27, 2002 64-336 Dated DEP File Numher 3. The project site is located at: 295 Derby Street Salem - Street Address CityRown 34 442 Assessors Map/Plal Number � Parcel/Lot Number , the final Order of Condition was recorded at the Registry of Deeds for: Amerada Hess Corporation Property Owner(if different) Essex 18973 92 _.._ ---- County Book Page Certificate � 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: Date wpafrmBGdoc•rev.12R3/09 WPA Form BB,Cenifitale ol Compliance•Page 1 ot 3 , Massachusetts Department of Environmental Protection — Bureau of Resource Protection - Wetlands oeP F�ie r,�mee�: ' ); WPA Form 8B — Certificate of Compliance 64336 � ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 P,o,,;dedbYOEP B. Certification Check all that apply: � Complete Certification: It is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following poRions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed. The project areas or work subject to this partial certification that have been completed and are released from this Order are: ❑ Invalid Order of Conditions: It is hereby certifed that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. � Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: 46-48 C. Authorization Issued by: Salem � Z(i ID Conservalio ommissi �a of Is uance This C tificate mu be signed by a majority of the Conservation Commission d a copy ent to the a plicant and appropriate DEP Regional Offic (See htt :! ww.mass ov/de /abouUre ionlfind our.htm). Signat r . / i _�� -_ �� ' � ' �npaM1mBb.Joc�rzv.1223I09 1 � WPA Form BB.CetliOcate al Compliance•Page 2 ol J f i Massachusetts Department of Environmental Protection IBureau of Resource Protection - Wetlarids DEP File Number: � WPA Form 8B — Certificate of Compliance 64-336 j_� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 providedbyDEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. To: Conservation Commission . Please be advised that the Certificate of Compliance for the project at: Project Location DEP File Number Has been recorded at the Registry of Deeds of: Counry fof: Properly Owner and has been noted in the chain of title of the affected property on: Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpalim8b aoc•rev.t22]i09 W PA Form BB,Certifcale o1 Compliance•Page 7 013 . , � Massachusetts Department of Environmental Protection DEP File Number: � Bureau of Resource Protection -Wetlands r WPA FOr'm 8A — Request for Certificate of Compliance �y.-3� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ProwdedbyDEP A. Project Information Important: When filling out �� This request is being made by: forms on the Amerada Hess Corporation c/o Bohler Engineerin computer,use Name only the tab key to move 352 Turnpike Rd your cursor- Mailing Address do not use the Southborough MA 01772 feturn key. Citylfown State Zip Code � � 508-480-9900 � Phone Number � 2. This request is in reference to work regulated by a final Order of Conditions issued to: 'a""' Amerada Hess Corporation ApplicaM Dated DEP File Number Upon completion of the work 3. The project site is located at: authorized in p95 Derby Street Salem an Ordef of Street Address City/Town Conditions,the Ma 34 Lot 442 propertyowner p must reqUest a Assessors Map/Plat Number Parcel/Lot Number Certificate of 4. The final Order of Conditions was recorded at the Registry of Deeds for: Compliance from the issuing authority Stating property Owner(if different) that the work or portion of the work has been Coun[y Book Page satisfactorily completed. Certificate(if registered land) 5. This request is for certification that (check one): ❑ the work regulated by the above-referenced Order of Conditions has been satisfactorilycompleted. � the following portions of the work regulated by the above-referenced Order of Conditions have been satisfactorily completed (use additional paper if necessary). See Encloased Letter ❑ the above-referenced Order of Conditions has lapsed and is therefore no longer valid, and the work regulated by it was never started. wpetormea.doc•rev.]/13/O4 Page 1 of 2 � . z • Massachusetts Department of Environme�tal Protection DEP File Number: � Bureau of Resource Protection - Wetlands WPA Form 8A — Request for Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ProvidedbyDEP A. Project Information (cont.) 6. Did the Order of Conditions for this project, or the portion of the project subject to this request, contain an approval of any plans stamped by a registered professional engineer, architect, landscape architect, or land surveyor? � Yes If yes, attach a written statement by such a professional certifying substantial compliance with the plans and describing what deviation, if any, exists from the plans approved in the Order. ❑ No B. Submittal Requirements , Requests for Certificates of Compliance should be directed to the issuing authority that issued the final Order of Conditions (OOC). If the project received an OOC from the Conservation Commission, submit this request to that Commission. If the project was issued a Superseding Order of Conditions or was the I subject of an Adjudicatory Hearing Final Decision, submit this request to the appropriate DEP Regional ! Office (see Attachment). , wpaPormea.doc•rev.]/13/04 Page 2 W 2 � Massachusetts Department of Environmental Protection DEP File Number: c Bureau of Resource Protection -Wetlands 64-336 ` WPA Form 5 - Order of Conditions ProvidedbyDEP �-� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ,,,�w � D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 295 Derby Street 64-336 Project Location DEP File Number Has been recorded at the Registry of Deeds of: � �ss �.; S. �_ �� /� � 1 3 � County Book Page I for: Property Owner I�'� and has been noted in the chain of title of the affected property in: I Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: / 3 � Instrument Number If registered land, the document number identifying this transaction is: — N� Document Number � � ( w�.c�{ac.�iE� d.c.��c cc2 b.vtuc-ea�c� Signature of Applicant� �" WPA Form 5 Page 7 of 7 Rev.02/00 s � Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 64-336 � � WPA Form 5 - Order of Conditions ProvidedbyDEP ,,,�y� a Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information ESSEX SOUTH RCGISTRY DISTRICT Important: JOHN L.0'BR!EN, JR.ReGISTRY OF�EEDS When filling From: out forms on Salem the computer, conservation commission DATE d' (� use only the - tab key to This issuance if for(check one): n� , move your RECEIVED �� 0'CLOCK'_M_ I cursor-do � �rder of Conditions not use the BK 73PG �,� return key. ❑ Amended Order of Conditions ,� To: Applicant: Property Owner(if different from applicant): � Amerada Hess Corporation Same Name Name � 1 Hess Plaza Mailing Address Mailing Address Woodbridge NJ 07095 Citylfown State 2ip Code Citylfown � State 2ip Code 1. Project Location: 295 Derby Street Salem Street Address Cityliown Map 34 Lot 442 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Essex 010745 390 Counry Book Page Certifcate(if registered land) 3. Dates: May 7, 2002 June 27, 2002 June 27, 2002 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other pocuments (attach additional plan references as needed): Site Plan for Amerada Hess Corp. Gasoline Station Improvements Assessors Map 8/14/01 34, Lot 442 City of Salem Essex County MA Sheet 1 thru 13. oate 5. Final Plans and Documents Signed and Stamped by: Stephen P DeCoursey Name 6. Total Fee: $525.00 (from Appendix B:Wetland Fee Transmittal Form) WPA Porm 5 - Pa9e 1 o!1 Rev.02/00 . � � Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 64336 ° WPA Form 5 - Order of Conditions ProvidedbyDEP �''W Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this appiication and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the foilowing interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Suppiy ❑ Land Containing Shellfish � Prevention of Pollution � ❑ Private Water Supply ❑ Fisheries ❑ Protection of Wildlife Habitat ❑ Groundwater Supply � Storm Damage Prevention � Flood Control Furthermore, tliis Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: � the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect i of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project I may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient , information and includes measures which are adequate to protect the AcYs interests, and a f nal i, Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bytaws, or regulations. WPA Form 5 Page 2 af 7 Rev.02/00 - � � � Massachusetts Department of Environmental Protection , oEP F'ie"°"'be`: Bureau of Resource Protection - Wetlands 64336 � WPA Form 5 - Order of Conditions ProvidedbyDEP , � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 W B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order uniess either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. . � 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the � Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under tha name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, , which form must be stamped by the Registry of Deeds, prior to the commencement of work. ' 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in ' size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] ' "File Number 64-336 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is signifcant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. WPA Form 5 Page 3 of] Rev.07/00 � • � DEP File Number. Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands sa-33s ' % � WPA Form 5 - Order of Conditions ProvidedbyDEP S,�µ . Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 15. This Order of Conditions shall appry to any successor in interest or successor in control of the , propeRy subject to this Order and to any contractor or other person performing work conditioned by � this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shail be maintained until a � Certificate of Compliance has been issued by the Conservation Commission. I 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully �i stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or i water body. During construction, the applicant or his/her designee shall inspect the erosion controls I on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately ' control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shali serve as the limit of work unless another limit of work line has been approved by this Order. Speciai Conditions (use additional paper, if necessary): See Attached Findings as to municipal bylaw or ordinance Furthermore, the Salem hereby finds (check one that applies): Conservation Commission � ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: �. Name Municipal Ordinance or Bylaw Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Name Municipal Ordinance or Bylaw The Commission orders that all work shall be performed in accordance with th^ said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. VJPAForm 5 Pa9e 4 a!1 Rev.02/00 ' � Massachusetts Department of Environmental Protection DEP File Number. � Bureau of Resource Protection -Wetlands �,�_�� WPA Form 5 — Order of Conditions P�o��d�bYOEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4, from the date of issuance. �v,�nc, 7,,"1�200'2, Date This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified maii (retum receipt requested)or hand delivered to the applicant. R copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office(see qppendix A) and the property owner(if differe�t from applicant). Signatures � / � - � .�i � < ��_ ✓ On �ir�� na1s•�Yh Of 'S�„r-e_. 2W'L. Day� Month and Year before me personally appeared ��uciya� l�lcr�¢.5 ±o me known to be the person described in and who executed the foregoing instrument and ack.nowled d that he/she exe uted the same as his/her free act and deed. ��^�1`"'�e1 '(��n5....yc 30�2 aa�— — Nolary Public. My Com i�n ssion Fxpires This Order is issued to the appticant as follows: ❑ by hand delivery on � by certified mail, retum receipt requested,on 5.�� -� zvo-L _ Date Date WPAFamS � . . Page5ol7 Rev.07A0 � � Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 64336 ° WPA Form 5 - Order of Condi i ProvidedbyDEP t ons • W Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject ', to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittai Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request " shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. I D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Titie of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Salem Conservation Commission I WPAPormS Pagefiof7 Rev 02/00 � Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 64-336 - � WPA Form 5 — Order of Conditions ProvidedbyDEP .;°��``, Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ----------------------------------------------------------------------------------------------------------------- To: Salem � Conservation Commission Please be advised that the Order of Conditions for the Project at: 295 Derby Street 64-336 Project Location DEP File Number Has been recorded at the Registry of Deeds of: � .� `s s �.; .S� � �2 /� S 1 3 County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the inatrument number identifying this transaction is: / 3S Instrument Number � If registered land, the document number identifying this transaction is: , Document Num�r � `"" e � 4.ucyo��ze_o d.c��z' cce �.anac.ta.�c� Signature of Apphcant � WPA Form 5 Rev.02/00 Fage 7 of 7 Salem Conservation Commission SPECIAL CONDITIONS—DEP FILE #64-336 Amerada Hess Corporation,295 Derby Street 1. The Conservation Agent will be notified 48 hours prior to commencement of conshvction activities(978-745- 9595 ext. 31 I). Members and agen[§of the.Salem Conservation Commission(Commission)shall have[he right to enter and inspect the premises to evaluate and ensure compliance with the conditions and performance standazds stated in this Order,the Notice of[ntent,the referenced plans,the Act,and 310 CMR lO.OQ and may require any information,measurements,photographs,observation and/or materials or may require the submittal of any data or information deemed necessary by the Commission,agent,or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the Commission is satisfied that the work will comply,and has so notified the applicant in writing. 2. Approval of this application does not constitute compliance with any law or regulation other than MGL Chapter 131,Section 4Q and Wetlands Regulations 310 CMR 10.00. 3. This Order shall apply to any successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans. These obligations shall be expressed in covenants in all deeds to succeeding , owners or portions of the property. 4. The form provided at the end of this Order shall be completed and stamped at the Registry of Deeds after[he expiration of the 10-day appeal period and wi[hin 30 days of the issuance if no request for appeal has been filed , with the Department of Environmental Protectioa This fortn shall be re[urned to the Commission within 21 days of recording accordance and prjor to commencement of any activities subject to the Order of Conditions. , 5. Prior to any work commencing,a sign shall be displayed showing DEP file#64-336,and not placed on a living tree. ' 6. The term"ApplicanP'as used in this Order of Conditions shall refer to the owner, any successor in interest or successor in control of the property referenced in the Notice of Intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of ti8e of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 7. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessazily limited to the fotlowing: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500,86 stat. 816),U.S.Army Corp of Engineers. (2) Water Qualiry Certification in accordance with the Federal Water Pollution Control under authoriry of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified (3) Flood Plain (4) Grading Ordinance 8. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 9. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 10. The Commission and its Administrator shall have the discretion ro modiCy[he erosion/siltation control methods and boundary during construc[ion if necessary. I 1. All work shall be performed in accordance with this Order of Conditions and approved site plans(s). No alteration of wedand resource areas or associated buffer zone,other than that approved in this Order, shall occur on this property without prior approval from the Commission. l2. If any changes are made in the above-described plan(s)which may or will alter an area subject to protection under the Wetlands Protection Act,or any changes in activity subject to regulations under G.L.Ch. 131, Section 4Q the applicant shall inquire from this Commission in writing,prior to their implementation in the field, whether the change(s)is significant enough ro require the filing of a new Notice of Intent. Any error in the plans or information submitted by the applicant shall be considered changes and the above procedures shall be followed. A_copy of such request shali at the same time be sent to the Department of Environmental Protection. 13. In conjunction with the sale of this property or any poRion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a signed statement by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 14. Conditions number . NA as indicated shall continue in force beyond the Certificate of Compliance, in perpetuiry,and shall be referred to in all future deeds to this property. . PRIOR TO CONSTRUCTION 15. Prior to commencement of any activity on this site,there shall be a PRECONSTRUCT[ON MEETING behveen the project supervision;the contractor responsible for the work or its administrator to and phone numbers of all responsible parties shall be registered with the Commission at the pre-construction meeting. 16. Prior to the pre-construction meeting aud commencement of any activity on this site,sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commssion and/or its Administrator shall inspect and approve such installation at the pre-construction meeting. 17. Prior to the commencement of any activity on this site,the applicant or current landowner shall submit to the Commission in writing a construction schedule/sequence of work to complete this project. 18. Prior to any work on site,the proposed limits of work shall be cleazly marked with stakes or flags and shal]be confirmed by the Commission or its Administrator. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers shall be informed that no use of machinery, storage of machinery or materials,stockpiling of soil or wnstruction activity is to cecur beyond this line at anytime. 19. Prior to commencement of conshvc[ion on site,the limits of wetland resource areas closest to construction activiry shall be flagged with surveyor's tape and shall remain in place during construction. The limiu of areas to be impacted and the limits of work in the replication azea(s)shall be clearly flagged. 20. There shall be 20_hay bales and wooden staked stored under cover on the site to be used only for emergency erosion control. EROSION CONTROL 21. Appropriate erosion conhol devices shall be in place prior to the beginning of any phases of conshvction,and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specifica[ion provided in the Notice of Intent and the erosion controf provision in the Order will be the minimum standards for this project; additional measures may be required by the Commission. 22. All debris, fill and excavated material shall be stockpiled a location far enou�h away from the wedand resource areas to prevent sediment&om entering wetland resource areas. 23. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as � necessary. Any accumulated silt adjacent to the barriers shall be removed. I 24. The areas cf construction shall remain in a stable condition at the close of each construction day. 25. Any de-watering of trenches or other excavations required during construction shall be conducted so as to prevent siltation of wetland resource areas. All dischazges from de-watering activities shall be filtered through haybale sediment traps,silt filter bags or other means approved by the Commission or its Administrator. 26. Within thirty days of completion of construction on any given portion of the project, all disturbed azeas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using sufficient top soil to assure long-term stabifi�ation of disturbed areas. 27. If soils are to be disturbed for longer[han two months,a temporary cover of rye or other grass should be ' established to prevent erosion and sedimentatioa If the season is not appropriate for plant growth,exposed surfaces shall be stabilized by other appropriate erosion conhol measures, firmly anchored,to prevent soils from being washed by rain or flooding. ^ DURING CONSTRUCTION , 28. A copy of the Order of Conditions, construction plans,and copies of the documents and reports cited in Condition# 1 l,shall be on the site upon commencemen[and during any site work for con[ractors to view and adhere to. 29. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated sil[adjacent to the barriers shall be removed. 30. Only clean fill, free of masonry, stumps,asphalt, and any other kind of waste material shall be used on the site. 31. Al]waste products,grubbed stumps, slash;conshvction materials,etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from rivers. 32. All filling or removal of waste material from the site shall be done in accordance with the regulations of the City of Salem Health Department. 33. Cement trucks shall not be washed out in any wetland resource or buffer zone azea. Any deposit of cement or wncrete products into a buffer zone or wetland resource area shall be removed by hand. 34. No fuel,oil, or other pollutants shall be stored.in any resource area or[he buffer zone thereto,unless specified in this Order of Conditions. 3S. There shall be no pumping of water from wetland resource areas. ' 36. During construction,all drainage s[ructures shall be inspected regularfy and cleaned as necessary. 37. Immediately following drainage structure installation,all inlets shall be protocted by silt fence,hayblae barriers and/or silt bags to 6lter silt from stormwater before it enters the drainage system. 38. The project shall not cause an increase in run-off onto adjacent properties, either during construction or when completed. 39. The applicant is hereby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil adminishative penalties under M.G.L. Chapter 21A, section 16. � POST CONSTRUCTION � 40. All disturbed areas, slopes and proposed landscape areas shall be loamed and seeded or stabilized through the use of erosion control blankets or other approved means. All disturbed areas will be graded, loamed, and seeded prior to November I of each year, if possible. No dismrbed areas or stockpiled material will be left unprotected or without erosion controls durin�the winter. , 4 L Upon completion of construction,the applicant or wrrent landowner shall submit the following to the Commission to request a Certi6cate of Compliance: (1) A letter requesting a Certificate including the following information: a. Name and address of current landowner; b. Name and address of the individuaUtrust or other entity to whom the Certificate is to be issued: c. Street address and lot number for the project;and d. DEP fife number (2) A letter from a Registered Professional Engineering or Land Surveyor certifying compliance of the property with this Order of Conditions (3) An"As-BuilP'plan signed and stamped by a Registered Professional Engineer showing post-construction , conditions and: � a. As-buift elevations of all drainage ways constructed within 100 feet of any wetland resource azea; b. As-built elevations and grades of all filled or altered wetland resource ueas,buffer zones and replicated areas; and c. Distances to all shuctures within ]00 feet of any wetland resource area. 42. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds. 43. If the completed work differs from[hat in the original plans and conditions,the report must specify how the work differs;at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission,may the applicant request in writing a Certificate of Compliance as described above. 44. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Commission andJor its Administrator has authorized the'u removal. 45. The following condition(s)shall extend beyond the Certificate of Compliance, in perpetuity,and shall be recorded as such on the Certificate of Compliance and in all future deeds to this property: PERPETUAL CONDITIONS 46. There shall be no dumping of leaves,grass clippings,trazh or any kind of refuse in the resourcz area. 47. Herbicides shall not be applied within 100 feet of the weHand. 48. No sodium-based products shall be used for control of ice or snow within 100 feet or the wetland. ADDITIONAL CONDITIONS 49. During construction a containment boom shall be installed along the length of the bulkhead/property line on the water side to prevent any contamination from entering the South River. � . '.� . �" �� CJ"" , � COMMONWEALTH OF MASSACHUSEI`TS ��V"�G EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS � DEPAR,TMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-2g2-5500 MITT ROMNEY . � Govemor ELLEN ROY AERZFELDER � Secretary KERRY HEALEY Lieutenant Govemor . .�= EDWARD P.KUNCE � � ^ "1 � ��'" ` ' -7�---- Acting Commiseioaer � �� L--�' J� ��/ L��Y `0 _ April 15, 2003 Pi ` Amerada Hess Corporation kPR � 2G03 �� C/o Philip C. Lombazdo � Morrison, Mahoney &Milier C I TY O F S A�E 10 Chestnut St. MAYO� 5 0�;-;�� na Worcester, MA 01608 RE: Written Determination pursuant to M.G.L. c.91 . Waterways Application No. W02-0621-N Hess Gas Station, 295 Derby St., Salem Filled tidelands of the South River Deaz Mr. Lombazda ,� The Department hereby issues this Written Deternunation, pursuant to MGL Cha ter 91, the Pub]ic Waterfront Act, and 310 CMR 9.OQ the Waterways Regulations, of its int nt to approve the referenced application, subject to the attached conditions. The project proposes to renovate an existing gas station and related structures, including the construction of a new gas sales/convenience store to replace an existing.building on site; replacement of underground storage tanks; installation of a new gasoline fuelling island under an existing canopy; and construction of public amenities, including pathways and a waterfront open space area with related amenities. The site is subject to the provisions of the Salem Municipal Harbor Plan, as approved by the Secretary of the Executive Office of Environmental Affairs on November 9, 2000 ("IvIHp"). Approximately 14,500 s.f. of the 16,000 s.f. project site consists of previous]y authorized filled private tidelands. The project will result in a net increase of building footprint of approximately 1,000 s.f. due to the construction of a 1,660 s.f. convenience s[ore to replace an existing gas station building on the site. The existin� canopy covers an additional approximately 1,600 s.f. of the project site of which approximately 750 s.f. extends over fi]led tidelands, for a total of approximately 2,430 s.f. of site coverage. Since the total area of filled tidelands on the project site is approximately 14,500 s.f, the project meets the open space requirement of 310 CMR 9.51 (3)(d) because bui]din�s cover ]ess than half of the tideland area. While the MI-IP allowed the reduction of the Water-dependent Use Zone (WDUZ) if the City constructed various parks in the � area, the project complies with the ful] re�ulatory WDUZ as calculated in accordance with 310 CMR 9.�1(3)(c). The WDUZ for this site is approximate]y 42.6 feet, and the project pro�oses no ihis information is availahle in al�ernite formaL Call Aprel DlcCabe,ADA Coordinamr at 1-617�i56-ll i 1.TDD Service-1�80U-?98-2207. "uc'P on the Wotld Wide Web: httpY/vnvw.mass.gov/dep . � �J Printetl on Recycle0 Paper . . � Waterways Application No. W02-0621-N Page 2 of 11 Written Determination and Conditions buildings for nonwater-dependent use within this area. Since the entire project consists of a � Facility of Public Accommodation, it complies with the prohibition on private nonwater- dependent uses on the ground floor within 100 feet of the shoreline, pursuant to 310 CMR 9.51(3)(b)• The project is the first to be proposed along the South River since the adoption of the ME��IP, and will contribute to the goals for the South River set forth in that document. In addition to providing an accessible public waterfront open space with a 10-foot wide Harborwalk, the entire WDUZ will be established as a]andscaped pazk with interpretive signage. A connecting sidewalk leading to Derby Street will provide the means for the public to access this waterfront space. The project will also make a monetary contribution to the City for the purpose of achieving the Salem Municipal Harbor Plan's watersheet activation goals for the South River. FINDINGS: 1. The Department detemunes that[he use of filled private tidelands as a gas station and convenience s[ore, and associated pazking, aze nonwater-dependent uses pursuant to 310 CMR 9.12(2)(e)(1) and (6) and 9.12(4). Given that the project does not consist entirely of water-dependent uses, the Department has processed the application as a nonwater-dependent use projectin accordance with 310 CMR 9.12(1). 2. The Department determines that an area of approximately 14,500 square feet of the site is located ori previously filled private tidelands within a geographic azea subject to MGL Chapter 91 jurisdiction pursuant to 310 CMR 9.04(2). Placement of the fill was authorized � by the following licenses: H&L 535, H&L601, H&L 938, H&L 950, H&L 2304, H&L 2597, and DPW 888. 3. The Department determines that the water-dependent use zone (WDUZ) on the site extends approximately 42.6 feet landward from the project shoreline. No new or.expanded buildings for nonwater-dependent uses or pazking facilities are proposed in the WDUZ. The projec[ plans show that the majority of the WDUZ is reserved for water-dependent uses, including the public waterfront walkway, open space, and related amenities. 4. No ground level structures for private nonwater-dependent uses aze proposed on filled tidelands within 100 feet of the project shoreline. 5. The Department determines that the project complies with the open space requirement pursuant to 310 CMIt 9.51(3)(d) since more than 12,000 s.f. of the 14,5000 s.f. of field tidelands on [he project site lie outside of the footprint of buildings for nonwater-dependent use. 6. The Department determines that the required public notice was published by the Applicant in the Salem Evenine News on October 19, 2002, and associated public hearing held in the Salem City Hall Annex on November 12, 2002. No comments were received during the pubiic comment penod. 7. The Department determines that relevant documentation regarding compliance with the Massachusetts Environmental Policy Act (EOEA No. 12707), Massachusetts Wetlands Protection Act, ]ocal zoning, and planning board receipt of application, have been provided. 8. The Department determines that the project, as conditioned, complies with all applicable standards of the Waterways Regu]ations, including the perFormance standards for nonwater- � dependent use projects at 310 CMR 9.51-9.53, and of the Approved Salem Municipal Hazbor � ' Waterways Application No. W02-0621-N Page 3 of I1 Written Determination and Conditions Plan. Furthermore, no overriding detriment to a public interest has been identified to � overcome the presumption that the project serves a proper public purpose in accordance with 310 CMR 9.31(3). Therefore, the Department detennines that the proposed project serves a proper public purpose that provides greater public benefit than detriment to the public's rights in said tidelands. 9. Based on a letter dated March 38, 2003 from the Massachusetts Office of Coastal Zone Management (CZM), the Department determines that the proposed project is consistent with all applicable CZM policies, in accordance with 310 CMR 9.54. On the basis of the foregoing analysis, the Department will approve the proposed structures and uses described herein, as shown on the draft license plan and as shall be modified and delineated on the final license plans in accordance with the [erms of this deternunation. Tttis Deternunation is subject to the attached special conditions to be carried out by the Applicant (hereinafter the "Licensee"). These special conditions will be included, in substantially the same form, along with the standazd conditions, with the final Chapter 91 Waterways license to be issued pursuant hereto. This determination,including the attached Special Conditions, is subject to appeal as described in more detail on page 10. The Department will grant the Waterways license if no appeals are filed within 21 days of the issuance of this Writte,n Determination. Please contact Alex Strysky at (617) 348-4084 if you have any questions. THIS DETERMINATION IS ISSLTED BY THE DEPARTMENT OF ENVIItONMENTAL � PROTECTION ON TI� 15`h DAY OF APRIL, 2003. C�� Ben Lynch • Acting Program Chief Waterways Regulation Program Cc: DEP NERO DWW CZM Mayor, City of Salem Salem Planning Dept. Salem Conservation Commission Salem Hazbormaster Jim Treadwell WRP files � I Waterways Application No. W02-0621-N Page 4 of 11 Written Detecmination and Conditions � �Cice�►ft q,b, q}Z�� ' WRITTEN DETERMINATION AND CONDTI'IONS ' Amerada Hess Corporation of-- Woodbridge -- in the -- State of New Jersey--, has applied to the Department of Environmental Protection to—construct a one-story gasoline sales and convenience store building with a footprint of approximately 1,700 square fee[, with associated parking spaces and driveways; construct a concrete gaso(ine fueling island; maintain an existing canopy; replace underground fuel storage tanks; and construct and maintain exterior publicly accessible I waterfront open space and pathways, and related amenities; -------------------------------------------- and has submitted plans of the same; and whereas due notice of said application, and of the time and place fixed for a hearing thereon, has been given, as required by]aw, to the--Mayor and City Council-- of the -- City-- of-- Salem. ---------------------------------------------------------------- NOW, said Department, having heard all parties desiring to be heazd, and having fully considered said application, hereby, � , authorizes and � licenses the said ------------------------------------------------------------------------ -- Amerada Hess Corporation --, subject to the provisions of the ninety-first chapter of the General Laws, and of all laws which aze or may be in force applicable thereto, to --construct a one-story gasoline sales and convenience store building with a footprint of approximately 1,700 square feet, with associated pazking spaces and driveways; construct a concrete gasoline fueling island; maintain an exis[ing canopy; replace underground fuel storage tanks; and consuuct and maintain exterior publicly accessible waterfront open space and pathways, and related amenities;----------- in and over filled tidelands of-- the South River-- in the -- City-- of--Salem -- and in accordance with the locations shown and details indicated on the accompanying draft License Plan No. W02-0621-N (6 sheets). The structures and fill authorized hereby shall be limited to the foilowing uses: Gasoline service station; convenience store; publicly-accessible open space and pathways. Fill, structures, and uses on site were authorized by the following authorizations: H&L 535 (1 S80), H&L601 (1881), H&L 938 (1886), H&L 2304 (1899), H&L 2597 (1902), and DPW 888 (1928). This License is valid for a term of 30 years from the date of issuance. By written request of the Licensee for an amendment, the Depanment may grant a renewal for [he term of years not to � exceed that authorized in this license. � Waterways Application No. W02-0621-N Page 5 of 11 Written Determination and Conditions This License is subject to the fol]owing Special Conditions and Standazd Conditions: � Special Condition 1: The Licensee shall construct and maintain in good repair the following publicly accessible exterior amenities, as shown on the final license plans: a). a 10-foot wide unobstructed paved multi-use waterfront pa[hway extending approximately 98 linear feet along the entire South River fron[age of the site. All portions of the pathway shall be kept free of obstacles, including, but not limited to,curbs, steps, abrupt grade changes, seating,lighting, trash receptacles, newspaper distribution boxes, and landscaping. b). an approximately 2,500 square foot publicly-accessible landscaped open space azea between the convenience store building and the shoreline, including pathways,benches,ligttting, [rash receptacles, and landscaping, as shown on the final license plans. The design of[his open space shall be approved by the Salem Planning Department prior to construction. The Licensee may submit a written request to the Department for additional time to comply with this condition if the Salem Planning Deparunent has not completed its review by the time construction has started. c). a five (5) foot wide concrete sidewalk extending approximately 175 feet,from Derby Street to the waterfront pathway, as shown on the final license plans. Special Condition 2: The Licensee shall install and maintain interpretive signage in the waterfront open space area in the vicinity of the building, as shown on the final license plans. Such interpretive � signage shall be developed in conjunction with the Salem Planning Department,Conservation Commission, or Historical Commission, and/or other environmental or historic preservation organizations, and shall describe the history andlor ecology of the South River. A draft of the interprerive signage shall be submitted to the Department for its review and approval within one year of the issuance of this license. Special Condition 3: The Licensee shall make a monetary contribution of$5,000.000 (five thousand dollazs) to an account established by the City of Salem for the purpose of planning, programming, designing, constructing, and/or maintaining watersheet activation elements in the South River, consistent with the Salem Municipal Hazbor Plan as approved by the Secretary of the Fcecutive Office of Environmenta] Affairs on November 9, 2000 ("MHP"). The payment shall be made to the City prior to the issuance of the Certificate of Occupancy for the convenience store. The Licensee shall provide proof of such payment within 10 days of said payment having been made. Special Condition 4: The convenience store shall include restrooms accessible [o the public, free of charge, during its business hours. Special Condition 5: The Licensee shall allow the public to pass on foot, free of charge, from dawn to dusk, for any lawful purpose within the area of the subject property lying seaward of the present mean high water mark. This condition shall not be construed to prevent the Licensee from taking reasonable measures to discourage unlawful activity by users of the azea intended for public passaee, includin� but not limited to trespassing on adjacent private areas, depositin� refuse of any l:ind or nature in [he water and shore, and from excluding the public from portions � . of said structure(s) or property not intended for pedestrian passage. Further, the exercise by the II Waterways Application No. W02-0621-N Page 6 of 11 ' VJritten Determination and Conditions � public of free on-foot passage in accordance with this condition shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21 § 17c shall apply. The intent ' of this condition is to provide access in and across the intertida] zone located on-site for activities such as strolling and viewing of the harbor in addition to the public rights of fishing, fowling, and navigation which already exist in private tidelands. Said allowance of passage shall commence upon issuance of the license to be issued pursuant hereto. Special Condition 6: All exterior publicly accessible facilities, such as the waterfront pathway, benches, and open space, shall be open to the public, free of charge, from dawn to dusk, seven days a week. The Licensee may adopt rules goveming the publicly accessible areas of the site, subject to prior review and written approval by the Department, as aze necessazy for the protection of public health and safety and private property, and to ensure public use and enjoyment by minimizing conflic[s between user groups. No amendment [o said rules shall be made without prior written approval by the Department. The use by the public of the free open space facilities in accordance with [his License shall be considered a permitted use to which the limited liability provisions of M.G.L. Chapter 21 § 17c shal] apply. Special Condition 7: The Licensee shall place and maintain in good repair signage of an adequate size to be cleazly visible to pedestrians on Derby Street in the vicinity of the sidewalk leading to the waterfront open space. Unless otherwise specified by the City, said signage shall: notify the public of the availability of the publicly accessible waterfront walkways and related facilities; state the hours of access; state that the walkways and other public amenities were required by the Department of Environmenta] Protection, specifically referring to the Waterways License �=� number of the project, and the location on the site where a copy of the License may be inspected by the public. Prior to placement of said signage, the Licensee shal] submit a draft signage plan to the Department for its review and approval. Said plan shall identify the text and design of each sign, as well as the proposed location of the sign. Said signage shall be consistent with all local laws and regulations. Said signage specified in this condition shall be completed and installed on site in accordance with the schedule specified in Special Condition 8. Special Condition S: The publicly accessible pathways, open spaces, signage, and other exterior public amenities required herein shall be constructed, installed, and opened to the public prior to the issuance of the Certificate of Occupancy for the convenience store. The Licensee shall provide the Department with a copy of the Certificate of Occupancy within 15 days of its issuance. Special Condition 9: Public views of the South River from the pathways and public streets shall be maintained as shown on the final license plans. All open spaces shall remain clear of view- obstructing landscaping, awnings, or other visual obstructions unless approved in advance by the Depar[ment. Specia] Condition 10: The Licensee shall suitab]y screen any exterior dumpsters or trash receptacles identified on the final license plans so as to not be visible to pedestrians from,the publicly accessible portions of the site or neighboring residences. � � . � Wa[erways Application No. W02-0621-N Page 7 of 11 Written Determina[ion and Conditions � Special Condition 11: The Licensee shall allow connections to be made to the pathway authorized herein from any adjacent existin�or future pathways,bikeways, sidewalks, or any other pedestrian public way. Special Condition 12: Wi[hin sixty days of the completion of the project, but in no event later than five years from the date of license issuance, or any extension thereof, the Licensee shall apply to[he Department for a Certificate of Compliance pursuant to the Watenvays Regulations, and pmvide the Department with an as-built plan stamped and signed by a registered professional en9neer licensed to do business in the Commonwealth. Special Condition 13: All work authorized herein shall be completed within five (5) yeazs of the date of License issuance. Said construction period may be extended by the Department for one or more one yeaz periods without public no[ice, provided that the Applicant submits a written request for an extension to the Department no later than thirty (30) days prior to the expiration of said construction. Special Condition 14: The Applicant shal] allow agents of the Departmen[to enter[he project sites to verify compliance with the conditions of this Chapter 91 Licenses prior to the completion of individual sections of the project. Special Condition 15: This License will be subject to an annual compliance fee for nonwater- dependent uses of tidelands pursuant to 310 CMR 4.00. � Special Condition 16: The Licensee shall submit to the Department prior to License issuance a final set of mylar plans,drawn in accordance with the Department's plan specifications at 310 CMR 9.11(3),which meets the terms of this Written Determination. The Licensee shal] also provide the necessary documentation from the Salem Planning Department related to the site's compliance with the open space requirements of the MHP. � Special CondiUon 17: This Written Deternvnation shall remain valid until the License is issued or '� for up to one year after the Written Determination is issued, whichever is sooner. Said term may be extended for one or more one year periods, provided [hat the Applicant submits to the Department, thirty(30) days prior to the expiration of said term, a written request to extend the term and provides an adequate justification for said extension. Please see Standard Wa[erways License Conditions below. Duplica[e of said plan, number W02-0621-N is on file in the office of said Department, and � on�inal of said plan accompanies this License, and is to be refened to as a parc hereof. Waterways Application No. W02-0621-N Page 8 of 11 ' Written Determination and Conditions � � STANDARD R'ATERR'AYS LICENSE CONDITIONS 1. Acceptance of this Waterways License shall constimte an agreement by the Licensee to conform with all terms � and conditions stated herein. 2.This License is granted upon the express condition that any and all other applicable authorizations necessita[ed due to the rovisions hereof shall be secured b the Licensee rior to the commencement of an activit or use Y P P— Y Y authorized pursuant to this License. 3.Any change in use or any substantial structural alteration of any sVucture or fi(I authorized herein shall require the issuance by the Department of a new Waterways License in accordance wi[h the provisions and procedures es[ablished in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use or unauthorized substantial s[rucmral alteration of any strucmre or fill authorized herein shall render this Waterways License void. 4.This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This License ma be revoked after the De artment has iven written notice of the alle ed Y P B S noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded them a reasonable opportunity ro correct said noncompliance. Failure to correct said noncompliance after the issuance of a written notice by the Department shall render this Waterways License void ' and the Commonwealth may proceed to remove or cause removal of any structure or fill authorized herein at the expense of the Licensee,its successors and assigns as an unau[horized and unlawful structure and/or fill. 5.The strucmres and/or fill authorized herein shall be maintained in good repair and in accordance with the terms �, and conditions stated herein and the details indicated on the accompanying license plans. `� 6. Nothing in this Waterways License shall be construed as authorizing encroachment in,on or over property not owned or controlled by the Licensee,except with the written consent of the owner or owners thereof. 7.This Waterways License is granted subject to all applicable Federal,State,Counry,and Municipal laws, ordinances and regulations including but no[limited to a valid fina] Order of Condi[ions issued pursuant to[he Wedands Protection Act,G.L. Chapter 131, s.40. 8.This Waterways License is granted upon the express condition that the use of the structures and/or fi(1 authorized hereby shall be in strict conformance with all applicable requirements and authorizations of the DEP. This License authorizes strucmre(s)and/or fill on: I X Private Tidelands. In accordance with the public easemen[that exists by law on private tidelands,the Licensee shall allow the public to use and to pass freely upon the area of[he subject properry lying between the high and low water marks,for the purposes of fishing, fowling, navigation, and the natural derivatives thereof. _Commonwealth Tidelands. The Licensee shall not restrict the publids right to use and to pass freely, for any lawful purpose,upon lands lying seaward of the low water mark. Said lands are held in Vust by the Commonwealth for[he benefit of the public. _a Great Pond of the Commonwealth. The Licensee shall not resvict the public's right ro use and ro pass freely upon lands lying seaward of the hieh water mark for any]awful purpose. No resviction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this License. � � Waterways Application No. W02-0621-N Page 9 of 11 Writ[en Determination and Conditions . Unless otherwise expressly provided by this License,the Licensee shall not limi[the hours of availability of any s� areas of the subject property designated for public passage, nor place any gates,fences,or other swctures on such areas in a manner that would impede or discourage the free flow of pedesvian movement thereon. The amount of tidewater displaced by the work hereby authorized has been ascertained by.said Department, and compensation thereof has been made by the said---Amerada Hess Station—by paying into the treasury of the Commonwealth -- ten dollazs and zero cents ($10.00) --for each cubic yard so displaced, being the amount hereby assessed by said Departmen[ (0 Cubic Yards = $0.00). Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan aze recorded within 60 days from the date hereof, in the Registry of Deeds for the County of Essex. hands this day of in the yeaz two t ee. Department of Environmental a � by the said-----N/A------- of the further sum of---($0.00)-- the amounC dete ' e Governor as a just and equitable chazge for rights and privileges h anted in[he land of the Commonwealth. BOSTON � 6ao�e�ener I � Waterways Applica[ion No. W02-0621-N Page 10 of ll Written Determination and Conditions � Notice of Appeal Ri¢hts: Appeal Rights and Time Limits The foliowing persons shall have the right to an adjudicatory hearing conceming this.decision by the Department to grant or deny a license or permi[: (a) an applicant who has demonstrated property rights in the lands in question, or which is a public agency; (b) any person aggrieved by the decision of the Department to a ant a license or permit who has submitted written comments within the public comment period; (c) ten (10) residents of the Commonwealth, pursuant to M.G.L. c.30A, §10A, who have submitted written comments within the public comment period; (d) the municipal official in the affected municipality who has submitted writ[en comments within the public comment period; (e) CZM, for any project in the coastal zone, if it has filed a notice of participation within the public comment period; and (� DEM, for any project in an Ocean Sanctuazy, if it has filed a notice of participation within the public comment period. To request an adjudicatory hearing, a Notice of Claim must be made in writing and sent by certified mail or hand delivery to the Department with the appropriate filing fee specified wiUtin 310 CMR 4.10 along with a DEP Fee Transmittal Form, within twenty-one (21) days of the date of issuance of this decision and addressed to: Docket Clerk Office of Administrative Appeals Department of Environmenta] Protection � One Winter Street, 3`d Floor Boston, MA 02108 A copy of the Notice of Claim must be sent at the same time by certified mail or hand delivery to the applicant, the municipal official of the city or town where the project is located, and the issuing office of the DEP at: r DEP Waterways Regulation Program One Winter Street, 6`h Floor Boston, MA 02108 Contents of Hearin�Request Under 310 CMIZ 1.01(6)(b), the Notice of Claim must state clearly and concisely the facts that are the grounds for the request and the relief sought. Additionally, the request must state why the decision is not consistent with applicable laws and regulations. Pursuant to 310 CMR 9.17(3), any Notice of Claim for an adjudicatory hearing musc include the following information: (a) the DEP Wa[erways Application File Number, (b) the complete name, address, fax number and telephone number of the applicant; (c) the address of the project; (d) the complete name, address, fax number, and telephone number of the party filing the request and, if represented by counsel, the name, address, fax number, and phone number � � of the attomey; � �� ' Waterways Application No. W02-0621-N Page 11 of 11 Written Determina[ion and Conditions � (e) if claiming to be a person aggrieved, the specific facts that demonstrate that the party satisfies the definition of"person aggrieved" found in 310 CMR 9.02; (� a cleaz statement that a formal adjudicatory hearing is being requested; (g) a clear statement of the facts which are the grounds for the proceedings, the specific objections to the DEP's written decision, and the relief sought through the adjudicatory hearing, including specifically the changes desired in the final written decision; and (h) a statement that a copy of the request has been sent to: the applicant and the municipal official of the city or town where the project is located. Filin2 Fee and Address A copy of the Notice of Claim along with a DEP Fee Transmit[al Form and a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollazs ($100) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection � Commonwealth Master Lockbox ', P.O. Box 4062 Boston, Massachusetts 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or is ' granted a waiver. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing Cfa- authority. The Department may waive the adjudicatory hearing filing fee pursuant to 310 CMIt 4.06(2) for a person who shows that paying the fee will create an undue financial hazdship. A person seeking a waiver must file an affidavit setting forth the facts believed to suppoR the claim of undue financial hardship together with the hearing request as provided above. � , � �� GLofl4 EMn Raw�NrAL MULu,En�Mf-MenNEnrlc - BP OIL COIANA' 9 RESEMdi DRNE.SWIE 2 P.O.BOX 1885 ' '� � AWERST,MA56NCM15ETT5 01004-2G85 � P1qtE: 413-25&2100 FN[: 413-2531604 � EMAIL WOOLLERL@BP.COM �� 27 Ju�y 2�01 Certifed - 70993400000044807573 Mr. Steve Ross ' Department of Environmental Protection Northeast Regional O�ce ' 205 Lowell Street Wilmington, Massachugetts 01887 � Re: Completed Bill of Lading Former BP Site No. 00856 295 Derby Street Salem, Massachusetts RTN 3-3206 Dear Mr. Ross: BP Oil Company(BP) is providing the enclosed completed Bill of Lading (BOL) for 0.65 tons investigation derived wastes from the referenced laatlon. Wastes disposed under this BOL were generated as part of the Phase II - Comprehensive Site Assessment(Phase II) irnestigative activities. The Phase II report is in progress and is arrticipated to be completed and submitted to the Department of Environmental Protection (DEP) by December 2001. Please contact me at 413-253-2100 if there are any questions regarding the information provided. I Very truly yours, -�� . Z�o Rebecca L Woolle � On Behalf of BP GEM— Marketing ' EnvironmenWl Project Manager cc: A. Beland, Gibbs A. Sagebien, Hess �Salem Conservation Commissio� K. Henry, AMEC(w/o encl:)— I BW C- 12A III Massachusetts Department of Environmental Protection S 0 Bureau of Waste Site Cleanup Release Tracking BILL OF LADING �pursuantto3�ocMRao.0030) y3umber'3206 � - A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED: Release Name(optionap: Former BP.Si[e No. 00856 ._ _ .__ __ . . ._ . _ ._.- _ Street 295 Derbv S[ree[ _ _ _ ___ __ Location Aid: City/iown: Salem . ._ _ _ . ._ ..._ _ . ..-- --_--- Z�P Code: 0197_0=00.00 . Date/Period of Generation: LO/14/2000_ _ ___ _ to: 1.0[24'3000___. . Additional Release Tracking Numbers Associated with this Bill of Lading: ----- -- --- - ---- ----._ _.__ _.. `Nofe: If this Bill of Lading is the result of a Limited Removal Action(LRA) taken pnor to Notification, a Release Tracking Number is not needeo. B. PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: NameofOrganization: BPO�1Lompany___ _____— — ___ ___ —. _._. . . _ - . - . NameofContact: Rebecca_W._oolley___ _ __ _____ _______--__ 7ine: Geologiston.behalCofBPOiI_Company __ _. _ _ Street 9�esearch Drive,_Suite 2_PO Box2685 _____-- _____ ._ Ciry/Town: ,q�lerst__ __ _ . ' ___ _ State: Ly]�_ ZIP Code: _010.042fi85—___ _ __. _. __ TeleF��^� G;�_2.".:;-210.0—_ Ext.: C. RELATIONSHIP TO RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: J� RP or PRP Specify: Owner . Operator �^�� Generator ��. - Transporter OPther RP or EormeLOwnei_ _.._ —_ ___ � Fiduciary, Secured Lender or Municipality with Exempt Status(as defined by M.G.L. a 21 ERs�2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.27E,s. 5Q)) � Other Person: If an owner and/or operator is not conducting the response action associated with the Bill of Lading, provide on an attachment the name, contact person,address and telephone number, including any area code and extension,for each, if known. D. TRANSPORTER OR COMMON CARRIER INFORMATION: TransportedCommonCarrierName: CynEnYironmen[aLSeniCes—_ _ . ._.. . . _ _ __ _. _ ____ ContactPerson: Shelley_Tamis _- _ — __________. Tine: Acct.�lanagec_ _.._ __ _ -_ Street L46 Loodondem Tumpike._ ._ _._._ _ _ ___ — City/iown: Hooksett_ ____- _ _ State: NH___ . ZIPCode: 03LO6,OOOD _ __ Telephone: 603-624-5_443_ _ Ext.: _ E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION: OperatodFaciliry Name: Agg[egatelnduStTieS__ _____ _.__ —__ __ ___ - _ _ _ _ _ _ Contact Person: William R_Reinhazdt _ __ Title: Manager_ Street: 30_Danvers Rd. _ _ City/iown: Salem _ State N(q ZIPCode: p1970=00.00 . Telephone: 7$]-�41->500 Ext.: _ �I Type of Facility: J Asphalt BatchlCold Mix �� Landfll/Disposal Incinerator � Temporary Storage I (check one) Asphalt Batch/Hot �, �andfll/Daily Cover �� Other: Mix - -- - � � - Thermal Processing ��, Landfll/Stmctural Fill EPA Identification#: jy]AD001014984 Division of Hazardous Waste/Class A Permit#: NE-W009492 Division of Solid Waste Management Permit#: Actual/Anticipated Period of Temporary Storage(speciTy dates if applicable): to: Reason for Temporary Storage: � Revised 10/3/9a Page 1 of 3 �� Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site C/eanup Release Trecking BILL OF LADING (pursuantto3loCMR4o.0030► Number'----- . � '�3 � -3206 � E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION(continued) : � J Temporary Storage Address: Street: � City/Town: State: ZIP Code: F. DESCRIPTION OF REMEDIATION WASTE: (check all that apply) I,i '� Contaminated Media(check all that apply): � Soil O Groundwater � Surtace Water �� Other: �. I� Contaminated Debris(check all that apply): O Vegetation or Organic Debris O Demolition/ConsWction Waste �� CInorganic Absorbant Materials � Other: _______ ____ _ j_ � Non-hazardous Uncontainerized Waste(check all that apply):� Non-aqueous Phase Liquid G Other: __ _ _ _: Non-hazardous Containerized Waste(check all that apply): � Tank Bottoms/Sludges � Containers ;� Drums I �1 Engineeredlmpoundments �l Other: —__. __ _._ . . \_J � i Type of Contamination(check all that apply): ��7; Gasoline ;r' Diesel Fuel �, pp Oil ii4 Oil �I #6 Oil ��. Waste Oil V� ! U �� i� .— � Kemsene '�_i Jet Fuel r''�i Other: _ _ _ _ Estimated Volume of Materials: Cubic Yards: __ Tons: pther: _py_p_$S_gallolLdmms Contaminant Source(check one/specify): ', Transportation Accident � Underground Storage Tank I�:, Other: _ Response Action Associated with Bill of Lading(check �� Immediate Response Adion � Release Abatement Measure Utility-Related Abatement i�—, LJ Measure � Limited Removal Action� Comprehensive Response Action � Other Remediation Waste Charcterization Support Documentation attached: !� Site History Information � Sampling and Analytical Methods and Procedures � Laboratory Data L j� Field Screening Data If supporting documentation is not appended,provide an attachment stating the date and in connection with what document such information was previously submitted to DEP. G. LICENSED SITE PROFESSIONAL(LSP)OPINION: Name of organization: �EC_EarttLB�Environmental,_Inc. LSP Kim M Henry_ _ Title: �Ilpjr[�yd[pge01Ogict Name: 7elephone: QZg_(QZ-9p90 _ Ext.: 237 I attest under the pains and penalties of pery'ury thal I have personally examined and am familiar with this submittal, 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,the assessment adions undeRaken to charactenze the Remediation Waste which is(are)the subject of this submittal for acceptance at the facility identified in this submittal comply with the applicable provisions of 310 CMR 40.0000,and s�ch facility is permitted to accept Remediation Waste having the charecteristics described in this submittal. I am aware that significant penalties may result, including,but not limited to, possible f nes and imprisonment,if I submit information wh' }p e false, inaccurate or materially incomplete. ��ySH pp pPAs� c �� ] Seal: o KIM yG LSP Signature: �i"`/ 6��`..I-_ "-_ - - -�� -- � ` M• �i � o HENRY a, e Date: . G7 I 2S-ID � --- . . _ . _ -------- �v ,9No. 7122p � � License Number: 7_122-- _ - - — l�cFysF Sl�PR�'��< Revised 10/3/94 Page 2 of 3 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking BILL OF LADING (pursuant to 310 CmR ao.0030) 3 mbe�206— � H. CERTIFICATION OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADIiVG: I certify under penalties of law that I have personally examined and am familiar with lhe information contained in this submittal, including any and all documents accompanying this certification, and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge and belief,true, accurate and complete. I am aware that � there are signifcant penalties, including,but not limited to, possible fnes and imprisonment,for wilifully submitting talse, inacwrate,or �� incomplete informa� . .� ' /J/�� /,� / Signature: ___ ,�G;�CCrr- -�- ��C.� --�— --_ Date: �V/�b ai . _ . —/--��/---- - � - Name of Person rint : � p y� / � (P ) Rebec a_Woolley___ _r�_�a.k�,�� D� . �i _v.i �_. 11�.• Revised 1013/94 Page 3 of 3 � �6, 28%2001 10: 40 9786926633 AMEC �qV� �r . . . /1` r'1 (1 G% � � r/-r i Massachusetts Department of Enviro�mental Protection BWSC-012B Bureau of Waste Site Cleanup BILL OF LADING (purauant tc 710 CMR ao.0030) Rolease Traciuny Numoe• � SUMMARY SHEET ___ OF ..__^,_ _ _. � - 3206 I, IOA�INFOR ATION: Signawre of T n orte sentative'. � �Sign t 1 Reca ' �Facility emporery S�o�age Rnpfasnntative. Load '1:� ' �l��e��C•, � _ � .w � Dale of Shipmen[ 7/Z,/ Time of Shipment� i V �--� � '/ � Date of Receipc�7 �—�,j. ' (i �Time ot Rerxipt: � � Yi� � I i PM ' • V� , � AM C( ; �.� .aV•7 Pt.t Truck e Imtfation: Traliar RegicVation(1 ny�� i � ' '� /��'Z.- � `j 3 !;� =c� � � �— � � Load She(cu.yds.RonS): �OOd 2: Signature of 7ransporter eproeentativa: ; Slgnature of Receiving FaClqry/Temporary Slorage Represzntati�e I i IOate af ShipmenC Tlme oi Shipment: � Dete o!Retaipl: Time of ReceipC ,J '4Id I �� FI'q � :.M ._'. P!�t � TrycklTracto/RlgIDV0Uo11: Treiler kegieVsGon(if any)� i � � I�08d SIZp(CW Yd6.I:Of16�: . i LoBd 3: Sfgne[ure of Transporter Repreyen[ative: � Signaiure oF Recaiving Fadliry/Temoafary Stofqye Represamauva: � � Date uf Shipment: ' Tme of ShlpmenC - � '� AM �� PM i Oale e(Rerwlpt: 7ime of Receipe '- .. . .- AM ' PM Truck/Tractor RegislraUon: T�ilar Re9iah�iion (it�ny): � � Load Size(cu_ydsJtons): � load 4: �g�aturo o ren9poher Represen[et ve: iSiyaature o1 ROtelving FanlitylTxmporary Stcfage kepresentauve. i �. pate of ShlpmenC Tima af Shipment: � Dace ot Recelpl' Tlme of Rxa:ipf r -� q�4 _ � pFA , ,yp,+, Pta Trodc/iractor Regislranon_ Trallpf RCgiSlfotipn(If 0n/): � � loatl Size(cu.yds.flo�s); i LOid S: SgnaWre of Traaaporter Repreaentative: � Signature ot RercNlnq FaeiiiryiTemporary smragr Kepresancmroa: � � Date of Shipment: Time of Shipment: ' i patn of Receipt: Time ot Receio�: _ �"7 AM � PM i ' : AfA ' PM11 �_J i Truckliraaor Registration: Trailer Reqlstreticn(rt any)� i � Load Size(cu.yda.flons): i 00 . SiqnaWro nf Transponer RepresentaUve: � Sgnalure of Recalrirg Fevilty/Temporary Slorage Represene6u�o: i i Oate of Shlpment Time af Shipmenr. � - , �a[e of Reeelpl• Time ef�1e��pC ' � AM f"� PM i �. .U�1 ,�1 �M L_ Trutl�/Traaor Raglstratlon: Trailm Regiauation(if any): � 1 � loaq Slze(eu.ytlOJWns): � J. �OG SHEET VOLUME INFpRMATION: Toial Volwne RecwCed 7hie pA9e(w, '�o�al�a�ried Fcnverd(w.ydS.Mn�); Tota1 Camea FowaM anC 1rila Poye(cu,ydsJtona): � er Peqe t af 1 Massachusetts Department of Environmental Protection BWSC-Oi2C Bureau of Waste Site Cleanup � Peteaaa TndJnp H.m6� BILL OF LADING (pursuant to ato cMe ao.0030) a ' ' -SUMMARY SHEET __L— oF .�_ -� - �� K. SUMMARYOFSHIPMENTS: DATE OF SHIPMENT: DATE OF RECEIPT: , NUMBER OF LOADS SHIPPED: DAILY VOLUMc SHIPPED(CU.Yp �7pN I�� --------------- ---�--�------ --------------------------- --------------------------- �I --------=------ ---�--��=—G�- : -----------�-------------- -----------'-�-5- --------------- ---�----------- --------------------------- -------------------------- --------------- --------------- --------------------------- --------------------------- --------------- =-------------- --------------------------- ---------=----------------- --------------- --------------- --------------------------- --------------------------- --------------- ---.------------ --------------------------- --------------------------- --------------- --------------- --------------------------- --------------------------- --------------- --------------- --------------------------- --------------------------- ------=-------- --------------- --------------------------- --------------------------- --------------- --------------- --------------------------- --------------------------- --------------- --------------- --------------------------- --------------------------- --------------- --------------- --------------------------- --------------------------- --------------- --------------- --------------------------- --------------------------- ' --------------- --------------- --------------------------- -------------=------------� --------------- --------------- ------------------- -------- -------------------------- --------------- --------------- --------------------------- -------------------------- --------------- --------------- --------------------------- -------------------------- --------------- --------------- --------------------------- -------------------------- --------=------ --------------- --------------------------- -------------------------- --------------- --------------- --------------------------- -------------------------- --------------- --------------- --------------------------- -------------------------- � --------------- --------------- --------------------------- -------------------------- � --------------- --------------- --------------------------- -------------------------- --------------- --------------- --------------------------- -------------------------- --------------- --------------- --------------------------- -------------------------- --------------- --------------- --------------------------- -------------------------- --------------- ----�---------- ------------ SUMMARYSHEETTOTALSHIPPED: � ; !�S BILL OF LADING TOTALSHIPPED(onty if dit(etent): �I� Revised 10�154 i r spn nr yc paper. Pagc MassachuseKs Qepartment of Environmental Protection BWSC-012C Bu�eau o/Waste Site Cleanup ; F.b.t.r�.c�.i,�.erD.: ' BILLOFLAD1NG �punwnetoatoCMR4o.00w� Q_ f�` ; � ' SUMMARY SHEET L ACKHOWLED�EMEM OF RECEIPT OF AEMEDIATIOH WASTE AT RECEIVINO FACILRY OR � TEMPORAFIY STORAGE LOCATION: � aece�wwFaa�uaR�++aaen William R. Reinhardt T;��: Manaqer Loeatian Represeniae7ro( ;ntY Signatura L . ,-Q Oate: 2��G�/. M.ACKNOWLED�EMENT OF SMIPMEHT AND RECEIPT OF REMEDIATION WASTE BY PERSON CONDUCTINO RESPOHSE ACTiON ASSOCIATED WITN TNIS BILI OF LAD1NOt I eerlify under penahies ol law Ihet 1 heve parsonally examinad end am lamdiar wilh{!ie iNormauon cwWined in 11ns submitlel.inel�dinq any anE ell Eocuments eccomperryinq Itw caruficalion,en0 Nal,basetl a+my inpuiry ol t�ose indrvidua�s immediatey respensible Ia ob�ainmg I�e inlormalion.Ufe matHial infamatia�eonl8m8C hera�n i9.W Ihe Dest d my knovAeEge antl bNiei,Vue.2ecurate en0 eompiete. �Bm ewar� ' L1at Uiern ua aiqniiicam pei�a�ixs.including.DN'allimite0 to.possible lines en0 imprisorvnenl lor w,itulty suOminMy lalae.inaccura�e.a ineomWe�emtwmaGo i 1//��;lnJ� �1� �Q��cc� �-�"2T`J. � Date:� ��`�� $i9112IWB: y'""" " ' I Name of Person(Vrint)! u. -�. l.. LiJ �C I, . �ir: 10G.�c.1H � �. , � . �'. t Hawsetl t0ltry7 Tns fpm u pnnfetl on rxycled peyar. Page 2 0l 2 1 � AGGREGATE a.�CKETNO ��rz INDUSTRIES . _ � SCALE �< `��'DATE ' �.;�,�.-TIME:'�>�'� TRUGKERNO , �TRUCK�NO: � �,: � - .�.., . .._ .. . .. _. . � . �.:.....: .. � .,. .� . . . . ..... � , ._ -,-, .-�;.; , __ . _ .., ,�. . . . . . , , .. . .�..,�, • ._... tCUSTOMEFi ,,,:„.';:rPURCHASE�ARDER'N. :`�'�, PRODUCTCADE�, SALE TYPE ». ;�.� ZONE��` � PLAMNO:. �.�"PRQIEC7 NO. .LOADS _�ACCOM.;AMOUNT� _'-.�". " _. ...._ _ _ , .... " '_.'f" : :.. � .... _ ' �,: ' ._ .. ., . y::l..': _ f CUSTOMER NAME'.�."" x��" M ;'�'"�,"{ "�,�.y;".:JOB NAME.(DIRECTIONSs �^^ .:;"�� .�•,;��.= n �•� �': `¢' y/- . � �.-""�`��NV� ��.�''tl t.i+i��fo ..�. A .`!tv �Q-.::�,- . ..,, .. ..,. .... -". ,' . I � 'i�i_., . : ...., , ':._..,� '.��V: :�. �J:.• _• -.. . . ., s:,PRODUCT �,..S,,,n�i�€;;"� r �a_";� �.-""�+��_,�;';�UANTITY ,`, �,:UNIT ��`PRICE ' �;;�AMOUNT -. .';�=` " -wr.�MEGAGRAMS ;xPOUNDS�a„ ,.`�T�N$s��;� ._..... GROSS � � - __,,. TRUCKING RATE TARE _ , - TAX ..,..... NET .... .. . . _... TOTAI DUE z '',=s, ,rtx..:�. : tfi�.. ... ,.,, a s,--- .,�„ � .., �. .'�'� - ?�t�.ARRIVEJ06" ��:`•, �'DEPART�JOB',.�;"'WAITING'SIME. ^WEIGHTMASTER � UWe felieve the seller of any liability for personal mjury.or property �:damage when;delivery is made bsyond the curb line., :� " "':•r�'�,�; "Y. 4M'4�.i - E'i!�'3.'::v ' Your business is greatly valued. oriver: ";,:��<"j. s"�` �''WaiUng time,'in exces-s°of _.. 1/4 hour will be charged at Received by: "�current prices.'� �,'�?'�`<` CUSTCMER GOPY �� (3/001 AI-25 - CONTROL NO. TSL"I<�l :I:I�1Glll:[RY I1LI='i:if::"f -- i:�7/ 1.:iN1 to 07i1c'/4j:1 ------------------_-'_-----._.._..--'--- —'--..__—'-�--�--'�------------ — @7i 12i1 i Qi3: �G pni �:',ar�.lon -�'r,imo�_n�t f>�ye L _. _ . _. . _.. -__ - --=_ --- - i _____________ ------ - --.. -__..:.:::. _ ..'- -- -'_ ---==`°'-_=--'-- --= ` - -- �RT BY: CU5TIN4ER L�PTIO"J: 181 SWRMGSCUTT QURRRY i0 1B! SI�aMRSCOTT QIIRRRY i .:(X15TOF�R: 675183 CYN fNVIROMENTFL TO Ei51A3 CYN ENVIR�MENTAL ', ORDER: 23036 SOIUG� 78E93-SRLEM i0 �3E36 SOIUGO ;8693-SRLEM ' PRO�T: 415 ftECY SOIL GAS TO 415 AECY SOIL G415 TICKET LOCN �RTE iIME IN C8Si0�1ER ORDER FRO�i1Ci IiFIl1iER TRLICK 'sT ![N UISF uTY -- --- ---- ----- ----- --------- 4315s"0 I81 07l1: 09:4� 12 67518s CYN ENUIRO SOIUGO ?8 REC'i SOIL FOB ONLY 51� u it.ES TON CYN ENUIROP�NTRL TOT(�S i TICKETS �.65 TON REPORT T�TfILS � 1 TICKETS 0.65 TON REMEDIATION WASTE CHARACTERIZATION SUPPORTING DOCUMENTATION Site History Information The Site History was documented in the Phase II Scope of Work submitted to the Massachusetts Department of Environmental Protection by QST Environxnental, Inc., in October 1998. AMEC Earth & Environmental, Inc., (formerly Ogden Environmental & Energy Services, Inc.) generated two 55-gallon drums of soil cuttings during implementation of the Phase II Scope of Work, which occurred in October, 2000. Soil cuttings from 6 soil borings (SS-3/SB-3, SS-4, SS-SB/SB-SB, SS-6/SB-6, SS-7B/SB-7B, eg_g � �.,�;� drummed, and the analyiical data for samp'.es col;ected from these borings is attached. Sampling and Analytical Methods and Procedures Ten soil samples were collected from 6 soil borings during the implementation of the Phase II Scope of Work. These samples were analyzed by Sevem Trent Laboratories, Inc., in Pensacola, Florida, for MA-DEP VPH, MA-DEP EPH, 1,2-dibromoethane (80ll), 1,2-dichloroethane(8260) and lead (6010). Laboratory Data The analytieal data is attached. Forn�er BP Site No. 00856, 295 Derby StreeL Sulent, Massachusetts, 01970 I � �. . � �r :�: r.� ...`:°Cl'. .,. _ 1`hi: n �0 9�fi'. !d 'C�; il. l�` :. %�idU ... I��[�L$�'Y . I SPE:(TAUM AtiAL111CA1.,llVf, 7aotariaq �� H,IVIBALt'ECH�)()I.�f,Y' Msssuh�ue:IS C±Ititk�tion N�t.7r(q13R RAodt Llar,d M 58 Irlaine u M,�I38 f4vidu u E51600/87 562 . N[W HampahlR M 2S7S ConntctitW p PH.tl?i7 AMEC 4cw YakN 11391 Thursday, Juae"_1,200] 239 Littlz[on Road, Suitc 1B ��M� Report Status: West:ord,MA O18R6 fl Finat Reuort � ��/Rc•issued Repon Attn: ?Cim Henry �'1 Revived RePott I C]fent Projec! \'umber. Localion: 295 Derby St. -Sa:em,htA , Labar�ton CD lent SamDle ID Aha:vses Reauestad ��y� ' Soil Comp %Solids U1Lasonic ExLraccion TPH by G(; b'OC'Extraction(solid) YOCs try GC^.vIS Flash Point pH Reactiviry• CS�anide/Su15de liluasonic F,x�action Polychlorinated Biphenyts by GC Free Liquids Metais Digesrion Mercury Digestion Tatsl Metals Tatal Men;uty TCLP Extraction 1or?vietals Metals Digestion on Leachate TCLP Lead fNVIRUA'4f FVT.4L AKAL'I,SES r.re r y1 I:,11m�en Dcve�A4awim,b125ts:n�rs OIWI • 1•�00-i 89•91I S �4li�1?M013�Fa�JI i•7c9�llli6 ?J to��Ruad�BliKrr,field,Ccmaricm Ilfi(M)?��:4�•62?J�Fa�Ftl'�2CaUl? _..._,.__..,. ...,.. . . ... . r , ... . . . . _. � .�4 . ��r�_ , .,,_ ' . . C t' "'. . .... � I. � + . . �--. :�I' .?_ �:i� ` L II SPFCIRL3[A.4ALYIiC.al.,iVC. Feaiuring , � H.��'IBAL7ECIL10LOGY ' Client Projcct !Yumber: Loc9Uon: 295 Derby St. - Salem,R4A I L�6oratore IU Client Samole ID �7elvges Rr�uested I attest ff:at al! infotmation conlained within this:epott�as bern re�iewcd for u[auacy and cherJc�agai-ist all quality ��; controi:cquucments outlmed in each applicable rnethod and meetthe requiremenrs of NEI.AC hxluding any daea obcained irom a sutxonvact laboratory. Please note�hat all solid matrix sample resulu aae calculated on s Cty waP,ht basis unless o�her.�ise ;pecified. ��. This report may n�t be reprodwed except in full,wi[hout writtrn approval from Speeuum.4n11yti_al,Inc. I', i n�ed�b : ; � � il � , � ib .`1'ayeh President/Laboratory Dirtctor E�'VIrt�Nd1 E.N1'AL�1N,4LYJ7:S r�8e 1 ajz I1 Almy�rn Dnve�,agawam,Ma�r�chuutts UIOJI � I-30G189•91 f� •413d89•�UlS �F�u 413��R9-117b ?;Tc��Rnad�Blinmlield,Cu�nectµut U60U:�BN1�?4:fi?94�Faz d6fbt92�)i? ,.:.,,,.,. ' ,._._._ ._ _..... .. . 'i:•1'+. .�... ,��.I �I �..?�I_ ,F�� G Z� )QUi �„ ��.1.'�. �d 9 'ii��. ..., �c3��1!]A P 5 SPE��TRLT�11 ANAL rTICAL,WC. ��,:.,<,.::_c:y t?:�oxt Lucatiun:295 Derby St. -Salern,MA Client Peojeet No: Client: AhIEC Submittal Date: Si4/O1 Lab ID Nu: AC�t4797 Coilection Dxte: Si2!0? � Client Id: Soil Comp Matris:Soil Parameter Resul[s Uniu PQL Siart Da[e Anal}�si Method ' VOC Preparstion �I , VOC Ea¢a�on(solid) Field ext 5/2101 SVV&16 SJ35 I Volatlte Organlc Coropounds I vpCs by GCI,NS ' Aca�une Betow det lim ug�ICg Sd00 5/14/Ol RLJ SW846 826QB I Acrylanitrile Belowdetlim ug,�7Cg 54.0 5/1M'Ol RLJ SW84682ti0B �� Bcnzcne � 730 u�,7Cg 53.0 S/li/Ol RI.J SW8468260B ��' Bromobeuzene Belowdetlim ug�lCg 54.0 5/74/Ol FLJ SW8468260B I Bromochlorome�hanc Below det lim ug(Kg 54.0 5/1M01 RLJ SW646 826UB � � Bromodichloromethaz�e ' Below dtllim ug'Kg 54.0 5/14l01 RL.T SW84b 82608 Bromefonn B¢low det lim ug�ICg 54.0 �tAl01 RLJ SW84b S260B Bromometl�ane . 0elow det lim up,7Cg 108 5/1J/01 ?tLJ SW846 8260B � 2•Butanoce IMEKi Below det lim ue�ICR 2700 3�14/Ol RU SWSS6 8260H n-Burylbeazene 630 us4{g 34.0 Si14/01 RU SW8468260B ' sec-Hurylbenzene Below det lim ug�ICg 54.0 5/14/01 RL.T SW646 8260B iert-Burylbenzene Belowdetlim ugrKg 54.0 5/14lO1 RLJ SW84b62dOB l'arbunditulCde Belowdetlim ug1Kg 270 5J14l01 Rll SW84682608 (.'ar!wn tetrachlonde Bclow det lim ug�ICg 54.0 S/1M01 RIJ SW846 R260T3 l,"hlarobe�ene Betowdetlim ug/!�g 54.0 5/IMOI RL! SW84b8260B Chlnrotthanc Below det lim uRRCq 108 5/14i01 RLI SW8468260B Chlorafortn Bclowdctlim ugRCg 54.0 5/14/Ol RL.T SW8168260B Chlotemethme Below det lim ug�Cg 108 5/14/01 RLJ SN&16 8260B 2-Chlorowluene Beloa�etlim ug�ICg 54,0 5/14/Ol RL7 SW8468260B 4.Chlorotoluene Below det lim upJKq 54.0 Sll4/01 RLJ SW846 8260B I,2-Dibrotru-3-chloropropane(DBCP) Below det lim ugJ1Cg 108 Si 14/OI RCJ $V1846 8260H Dibrmnochloromethane Delow det lim ug11Cg 54.0 S/IMOI RU SW846 8260B 1,2-Dibromced�aue(EDB) Below det llm ug/Kg 54.0 S/14lO1 Rf.J SW846 8260B D�bromomethana Below det lim up,9Cg 54.0 5l14I0! RLJ SW846 8260B 1,2-Dichlorobenzene Belowdetlim uglKg 54.0 5/1M01 RI,J SW84682ti0$ 1,3-Dichlorohenzene Belowdetlim ug(!Cg 54.0 5l14101 RLJ SW8468260B 1,4-Dichlombenzene Helow det lim uglKg 54.0 S114/Ol RLJ SW&lb 8260B Dichlorodifluoromechane Below det lim ug/Kg 108 5/14f01 RIJ SW846 8260B ],1-Dichloccethanc Bdowdctlim u�JICg 54.0 5/14i01 RU SW6368260B 1,Z-Dichlorathane Helow det lim ug/ICg 54A Si1M0: RLJ SW646 8260B 1,1-Diehioroethene Belowdetlim ug4Cg 54.0 5/14lO1 RLJ SW6468264B cis-1,2-Dichloroethene Belowdctlim ug/Kg 54.0 5/14lO1 RL7 SW8468260B Poge 1 of4 .... . .. . . . .. . . . _.�.... . . . . .. . . . . . . �.r.n .: . � . . .. . � . . . , •.:;:. . � � . � . .. , . � . ' " . ..,_ !;' _ � .., � ' - :? . �, .i. � . „ �� ?��;. p � . , r.ab ID Yo: ;C��L;^? .I �. �u �ection'Datc: 5%�.G l �iiea: )d• $ol Cr,m� •3aeriY• "soi; Paramet�r Reaulta Units PQI, Scart Date .�nalyst ;�Iethod traru-1,2-Dic9loroett�ene Below det lim u¢/Kg 54.0 5/14/01 R?,J SW846 3264B , l,2-Dichlococro�una Below det lun ug�Kg 540 Sr13lUl It1.J �W'846 8260$ �� 1,3-Dicjilorocrocane 9dow det i'un ug�7Cg SJA 5/14/pl RLl S�L'R4C�R260i3 2,2-Dicnlorcpropane 3elowdatlim up�Kg 54.0 :/i4/�I RI.1 SW8468260B l,l-Dichlotoproper.e Belowde[lim ug/Kg 54.0 :;/]1101 kLJ �W84b82508 � cis-1,3-Dicaloraptvpene Bdowdetlim ucJK3 i4.0 Si14/OI RI,J SW346R2o0B vans-1,3-Fiir,hlorcpropear. Helowdct!im ug/Kg 54.0 Sil4/Ol RL7 SR'94ti82tiG$ EtLyibenzene 760 ug/Kg 54.0 Si14/OI RI,J SW8468260B Hzxa;:hlorobutadiene Below det lim ug/Kg 54.0 5/13l01 RLJ SW84ti 82ti08 2-Hzsaaunz(MBKI Below det lim ug/Kg 54C0 Sr la'01 RL] SW846 8260B Isopropytbeazeae 64 uRiIC� 54.0 S11a/Ot RLJ SW84Gg2GOB 4•TsaD*�P��o��e Helow det lim ug�ICg 54.0 S/14/Cl RLI SW846 8260B Methyl-teri-buryi ethcr(MTBSi 9dow�et lim iwJKg 54.0 5/10.�01 RLJ SW846 82e0B 4-Mechyi 2•pentanoae;!�[IBiC) Eelow det lim ug/Kg 1D80 Si14/01 RU �W846 8:ti0B Methyler.rchlande Belnwdetlim ug/Kg 95.9 5/14�'0] W.J SW&168260$ VePb��r ' ?80 up� 51.4 5/14lO1 RIJ SW84682ti0B � �-Pzopylbe�:eae 3�0 u¢/Kq 54.0 5/14Jn1 RI.J SW8�682605 Styrene Below det lint ug/Kg SA.O $;14/Ol RLJ SW846 3�60B 1,1,1,2-Teaachloroe��e Befowdetlim ug/Kg 51.0 5l14/Ol RL.! SW84682ti0B 1,1,2,2-Tetracrloroethane Belowdetfim ug1Kg '4.0 5/1Jl01 RI.J SW84682dOS Tztnchloree:6ene!PCE} Belowdetlim u,e/K,q 54.0 5/IalOt }tL,i SW8468260B Tolurne 1,600 ug/Kg 57.0 SIlA/01 RLJ SW8468260B 1,2.3-Triclilurobenzene Belowdetlim ug/Kg 54.0 5/14/Ol RL] SW8368260B 1,2,4-Tdclilombenzrne Bdowdetlim ug�Kg 54.0 5l1M'Ol RLJ SW84b8260B I,1,1-Tnchlozoethane Belowdetlim ug�ICg 54.0 5/14%0: RiJ SW8368260B 1.1,2-Trichioroethar.e Belowdetlim ug�Kg 54.0 5/14/Ol RL7 SW8468260B 'frichloroethene(?CE) 8dowdetlim w;�'Kg 53A S'14l0] RL7 SW8468'<60B Tnchiomfluo�o:netnavc Belowdetlim ug/Kg ;d,0 5l14/01 ' RLJ SW8468260B 1,.�„?-Tnchoropranane 9elowdetlim ug�1Cg 54.0 Srl�'Ol RLI SW84b8260B 11.4-T:itnethyibzn:eae 2,500 ugRCg 54.0 5/14/Ol RL7 SW8468260B 1,3,5-Trimethyl6en;,eae 2,000 up/Kg 54.0 5/14l01 RLI SW8468260B Vinylchloride Helowdetlim ug�ICg 54.0 5/14/Ol RLJ SW8468:60B �p-:Cyienes 3,600 ug11Cg 108 S/14/01 RLJ SW&168260B o-Xylen� 1,000 up/IC� S•i.0 5'1M'Ol RU SW6468260B d-Hromofluorobenzene(%oSRI 106 ug/Kg O.WO 5/14/01 RLJ SW8368260B l,4-Difluarobenzeae(°oSR; 104 uqi1CR 0.000 5/14%Ol R1J SW84682608 mlo`obenzeoc-d5(°�aSR� I09 ug�Kg 0.000 5/14/Ol RLJ SW846 8260B TPH Propar9tloo Ul�esonic Eztraction �'ompleted 5/��/01 RTW SW846 3550B Petroleum Hydrocarbon wnalysls TPH by GC Pa�e 2 ojI I� .�...-r.;^. ,: , . ; _..- - . .. .;., , . r;> .., . ''r..'� ., .-_ . .. _ ii ' " _ 'l ' i ., �. . .. - :If:. �`� i �� . _ Y i � iab 1CT !'o: AC44;9'. �oticetion Date: ::'L,I Clleat Id: Soi? C.�;an hfacxiz:S�ii Parameter Reaults Units PQL S�tart Dace Analysc :Vlethod Gasnline Belowdetluu m;�Kg 60 Si15,01 MB SWR46810CM C•uel t?il i+1 Be!ow det licn mp�Kg 50 5�1'/01 M6 SwfYt6 31 UOM Fuel OiJ k4 Below de[lim m�yKg 60 5!15iU1 MS SWE.iG A IG)M Fuei Oal a6 $etow de�lim rn�Fg 60 5!15lO] MB SW8�75 3100�.f Mowr Oil BeloK dec lim mg/Kg SG �'t;i�l MB SW8Mi 3:40;�t Li�oin Betuw•3es lim mg�Kg 60 5:15/C1 t�fB SW84G 5100.tit Aviaaon Fur.! Felow det lun �iKg 50 5/15lO1 MB SW54(i 310�)M Unidentified 2P0 mgJKR 60 S(15/01 M6 SW84ti SIOOW( ��«>i1 ` n�(Kg b0 5l15/G1 NB SW84621pOM Toral Hydmcarbons(Gl:l 2&0 mglKg EG Si73f01 MB SW84e S11;OM 1-C3loro-oc�decane(4�oSR) 96 mb�Kg 0. 5,�15i01 MB SW3d6 S10UM SVOC Preparation II L']trasenic Extser'or• Crn�ple+ed S;lli01 RT'W SW846 3550B I Semicoladle Oryanic Compouuds '' Podych(o�LeOted Blphenyls by GC �i PCB•1016 Belowdetlim ug/Kg ?1 5.!li!Dl TG SW845808Z p�B-�'-z1 Delowdac!im cg/Kg ?1 517:/Ol TG SW8468082 �! PCB-1232 Belnw det iirl ug'Ky> 31 5+15/OI TG SW 846 8082 i PCB-1?42 Bel.wdetlim ue�Kg 31 S.'15/01 TG SW8468U82 I PCB-!"!48 Beluwletlim ep,�Kg 3f 5lIS/01 TG SW8458082 PCB-125d Eelowdetlim c�y'Kg 31 5/15lOt TG $WR46ROR2 PCB•12b0 Beluwdetlicn upjKg 31 5!15/01 TG SW8468082 Decachlorobiphenyii°/aSR) �6 u�rKa 0.00 i'15/01 TG SW6468082 M�1ds Prepandoa \4e;cury Digcstiun Cmupiett3 S']a:01 EP EPA 245.1 MzulsDiA�,�a� Cotnpleled S:1M01 EP EPA20G.7 Mesals Digasiion on G:achate Coupkted 6/20f01 SM fiPA 200.? MMals Aualysia TCLPLnad O.122 mg/L 0.0075 6u20f01 RE 13t1i200.7 Tota! Metds 7'otal Arsemc Below det lim mgiKg 2.82 5117nJ1 C2 E?A 200,7 Total Csdirm:m Beluw det lim mg�Kg 0.470 5117r01 (;R FPA 20Q7 Total Chromium 17.4 mq+Kg 0.940 5l17/Ol CR EPA 200.7 Tota!Lead 132 [n�'Kg 1.45 5.�17i01 CR EPA 200.7 Tota!Macury �.3>U mq�Kg 0.:W Si 14/Ol IM EPA 245.t TCi.P1SPLP Preparation 7CLPExtructionforMzcals Can�plereJ G;18/Ol HB SW64Gt3(; General Chemistry Pcge 3 ojI . .. .h.i'aNi;te_ .. ' .. ' + . ' '. • .... . .. . .- . .� . • . . . . ... ., nl. . ' . � I_ " ' I . . . ..� ,.. ._ . � .� I� il : '� " ' 14 i . � . . ., .: �'� ti'� i �) -_.i`�y p I La6 IU 1Vu: A:;d4797 Cc!;ecs:oo Uaie: �%�0! Clieer,•;: g,il Comp \(�trix:$uil Parameter Resulte Unlca PQL Start Dace Time ,�.nalyst Method ' F1ashPoint >200 de3reeF 200 5/4i01 15:J5 JC SW8d61010 II FreeLi�uids .q6sent S�8/Ot DMr1 SW8469095 DH � 7.70(�i22.0 pH Units 5!4/01 15•:5 JC SW8469045 Rruttiv(ty-Cyanidr�SuljeJe Rtactiviry Ve�ative mg/Kg 5.�8/Ol D!�1M SW84613 Resa«viryC/anide Belowdetlim mPJICg, 0.18 5!S/Ol D'�tM SW8467.? Reacr.�ritySulf,de Belowdetlim mc/?Cg 18 SI$iUl DMM SW8467.3 °/,Solids 88.i % 5/9/Ol SS SPd2540 B Mod Reviewed by: Validated by- �'� 6i21/01 Quslity Srnn.celQualiry Assurancz Depis, esidrnt/Laburatory Din�:tor Pngs I o/d . ...':i.::1. � . . . ..... ..... .. . . .^�.� . . . ....�.�v. . .. .... . . .. _ . . ' ' ;�'�.� . . . . .. . . . . . .. .� . . . .. ..nn: . . .. ::�.J: ,• . � .�.� ��=_.'_..�+ .�,'-�'� ' .._ c�i , r, 2i _'GU; l� :e; i9T. ��::";fJ;). .,.,i0232�98 P g �� ' SPECTRUM 41VA1,YTIC?li., [NC. Feamring FL4N[BAL TECHI�SOLOGY Laboratory Report Supplement Inre�rereNon ofToral Petroleum Kvdrocarb�rt Reoun Pe�oleum identificiton is deter.rJned by companng the GC fir.gerorin[ ubtaina6 tiom thc sample with a library of GC tingcrp:ints ubtained from ar.alyses of vanous pettoleum prodacG, Possible mateh categoncs are as ±ollows: Gasolir.e—uicludes regular, unleaded,premium, ztc. Fucl Oil#Z�includes home heating oit,�2 fuel oil,and diesei Fuel Oii�4—includes:4 fuel oil Fnel Oil�ti—inclttdes#6 fiiel oil and hunker"C"oil Mucor Oil—ir,cludcs Y'synn.and wasu automobile oil Ligroin—includes mineral spints, �croleum naphtha,vm&p naoh:.h� Aviation Fue]—sclucles ierosene,Jet A aad 7P� Other Oii—inoludes luhncaNng and cuning oil,and silicon oil Facturc �ucti as m�crubial drbra�alicm, wcathcring and solubi:ity geneially prever.t specific identification within a petroleum category•. A findir.�of"unidentified" _ , meaits��tat the sample fir.geiprint was charcteristi.. of a�c�xolcum product,but wal�3 not be matched to a fingerprint in uur library. Atler identification,the amount pT�cnt in thc samp2c is quantif ed using a calibration cw-�re p-epared from a petoleum product of the saa;e category as the idend�ied percpleum, L'nidcntified peeroleum u quanotied using a pe�roleum calibration ihat appruximaccy the di5:ribuRon of compounds in the sample. A " in the results eclunn indicates the primary petroleum fingerprint calibratien use3 m quantify unidenN ried s�mples. A «�in the results colunm inZi:.ates the secor.dary petroleum nngerymnt calibration used to Guantify unidenri:ied samplas.A """in �hc results oolu�indicates the tcrtiary pe�oleuni fingerprint u�lbratien uszd�r, quantiPy unidmtified samples. Page I eJl . �.....v.. _, : ... .. .. .. .. . .. _..��.._.. .. . .� � . . . .....�_ . . . . . . .. . ... . . . , . . , r.. .. . . .. . „"I _.,-�=�. �vF:_ ' ,. ._ lfBi ! o -- -U'' � � _, .�. . .-� �i), ,.:i '"�[Jct+ ''�,G �c n SpECTRIM ANALY'LTC.4L,INC. Ftaluring HAIVIBAL TECHtIOLOGY � Laboratory Report Suppleme�t Re erenees S6V 846 Test b:cLhocu f'ur Evaluacing Soiid Waste. Third edition, 1995 40 CFT2136 Cruidelines Establishins Test r''taedures for the Anatysis of Pollutar.ts Under the Clean Wazer Acc 40 CFR 141 National Primary Drinking WaterRegularions 40 CFP. 143 National Secondary Drinking Water Regulations 40 CFR 1G0 Federal Irsecricide, Fungicide and Rodenticide Act(FiFRA;,Goai Labocazory�Prar.cice Stand2rds ,�PHA-AWW�1�R'PCF Ctar,dard titethods for the Examinatioa of u'ater and W'astewate;. 19`"edition, 199� ASTI�I D 33Z3 S[a.�dard�fethods for the Comparison of Wate:burne Patroteum GiV 6y vzs Chsomatography EPA:40;C.•R7��03 Daea Qualiq�pbiectives for Remediation Rsxponse Activities.Development Process EPA 6C0/4-79-012 Quality,assurmce Handbcok for Analwical Qualiry Cor.So] :n Water and�Vbsteuater Laboratonzs EPA 6U0%d i9-019 HandL^ouk For Ana]ytica] Qua]iry Controi in Water and\6�te�xater Laboratozicg ' EPA o0G!4-79-0?U Method for the Chemical Analysis of Water znd W"astzs EPA 600;�-8?-iJS; Methuds for qrganic Chernical Analysss u.f 112uriaipal and Industrial Vl'astewater EPA 600.'4-SS�D56 Choosir,g Cost-Ef`ective Q.�+.,�QC Pcogratr�s;or Chemica:Anal}sis EP.q 60U�4-8E;p;4 Mcthod fur�he Dctermir.acion ef Organic Compounds ir.llnnldng Water ('T ETPH Analysis of cxtractable Total Petroleum F?ydrucarbon;(F,Tp[-I) M.aDEP�YH Methed for;he Determinztion of Ex7actable YeRoleum Hydtocarbons(EEHj 1�L�DLP �'Pi'• �Iethod for the Detexminxtion of Volazite Peaolcum Hydrocarbuns(VPHj QA.�iS OOa'86 Guidelinzs and Specifications for Preparing Quality Assurance Progxam P�ans,UCEPA Office af D4oniWnn;Systtm and Qualiry,asvurance GC-D-SZ"' Oil Spill Idza[ification Sysiem Acronvms&.16breviatians AA A[omic Ahsorpcion �15 :�la�rix�p�kz �STM American Socieh'for 1'est:ng and Matenals �SSD �tatrz Spike Duglicate BOD Biulu+dcal Oxygen Demand NN Nephelometric Turbidiry Units `C degrcc(s) Cclsius PAH; Polynudear,Aromatic Hydrecarbens ' COA Chemical Oxy�ea Demar.d PC9s Polycnlorinate3 Biphrnyls CD1R Code of Massachusetts Reguladens PID Pl�oto loniatien Detedor DEP Department oI Er,vironme.��al Protecdoa PQL Practiwt Quantitacio�Limit DI De-:onize i R Recovery(%R: Percent Reca�•e.ry,) DO llissolved Oxygen RSD Rclativc S�an�lard Dcviadon. EPA Environmental Pr�tectior.Agency SM Standard Method EP$ Exvactable Petroleum Hydrocatbons SR Surroga:e Recovery(°i,SRI FID F1ame Ionizanun Deteccor Sw 5olid Wastc � GC Gas Chromatograph THt�4 Triha'.omethane(s) '! GC/MS Gas Chromatogtaph/Mass Specttomece: TOC Tota!Organic Carbon ICP lnductivel�Coupled Plasma TOX Total Organic Halogen id identiricatr�n TPH Total Petroleum W}�drncarhons MC.L Maximum Contaminant Level VOC Volatile Organic Compoand MDL Muiimurn Deteccai Linut YPH Volaule Peunlewu HydrocarUons roae t of2 .. .��,,,�, . .. . .. . a �S�� /a7G� KG • • w • CHL�IR� OF CUSTOEDY Na• i 2 8 4 3`� � `�' - J Faqe�oi _' oii r �.w�s!wnt .esu�raNrsru�unEsc �-- '�' _'� L�'t1t1-1.N ...,d lt,� �1,�.. :�� ,:_ P.�TF�:J�UM�EE7-fl BPS'1t7f�M:i YAOUNf�El�S 1 —'.--.-- -_ � ��1.� � .L".(� c�� , . . -. CON^1.T Pf1Ul OHUMBEN ' � �> :UNStil1A. PRfAfEC7MlvHGEp �� PiIpNF�17tNA9ER F MBEA CONSUITANiCONiFWC`NUMBER " �' �`7/ ,��.�1J�D �,- � � . ��'r:��'�� 1_-- SS '- �— � L Y I pN[1NLNUAAOE� FIJ( fl .., R �i+�a�f��_— � �l� ZS3 � � f�r+rJ _....—--- u tom�.�on ss ... � T��'�..�ls.�_ -�"'__ ' � PI .1M E fA%Nb. � �— ��__r� _ _ � -lDa! � fVf.,-�iira^7,REOLESrn13RUSH7AT(c.;ntevG.�nac�4aimi itVS�frrFpUEgRUOt (RireConei�lwnC«nactN„nic� UAT 7VAE 514AAEMDATE $I1�PMe111ME�HVU r� • ,^.i � NRCilI NUM9Eli �� Ti:- -j-� 2aHoum- I � •!9lfrns �_� 72hbms r' SWn�:YA'AIM108j5 A SISHEUUIRE � "' coNimr�rss pnEstav�rvE � .- ;�ritfAPLELF.SGRIPTION l'LM-lEI;llON CULIFti�IC!!I F�hIRU; � ' unr� nrn[ jscn,tivni��+ N� rmE iaa ,� � COMMENTS N�+.1 s,wiv�a g � /�}y�t� � _`,n.M�.-�l-V, _ `�:._t�� `X v e" /�C �1Y791 � . v�`---��"-''R`.y-�, ] ka.�,.6;�A/wt '? _'____ �. __' "_� _._I..�.�. ' _ __ _'. '_'__'_ —_ ___' __.—_ _ _ _ _ '_" -._ _ i. '-___.__.__.___"'_'_ _—_ — _" ____' _ _' '. - .V._ _ _ __ '_ - __- . __ _--- __ - .____ _ _ _ I -- - : --- ----- -�__ __ :;� - -- - . � - --.._ I, __ -� F- . ... . " . .. �— -.._. — . JFb��_3a�Y/Rn.iseP� :.� ; ..1 ' .D6 (.. . � C AUDIAOMALCOMMENI;i T � P':LNOUISliCV BY!AfFlliqTlpN I /U'J(; Fi - HY/nFFll U11119! �e��t�� n-��u�` • �� (Z'Fn!Name I,^,'gnplurc) UAif IIMt UAiE i1MF ' , �—" R`rinlNarenJSiqna(u�el 17�+�+ RUu 'a•v�� ; I�s� �'.� �'�4� {j` ��,(� � �P� �2�0 V'� �'�l� n1�fi <„ l.� ___ �- "r`-'—.--- - -_- �.—� -- - — ��D �_ fC�� --- r�-� - ---.. _ 0�.�_U_�,� ,._ � I �� ltl6�ti� :/�.l 1 {��/\�' �. —�_ — ,' ��w c/ •[ � DMml�m'JN, tY�IIIF.-(1(� 1• c�" IASIAI(V�T�Grt��p ?eLION W 1'INrc.U�b 611�-VVKiUIN1IFlRD$l�fF T t. ; �,r- � „— ��e �;�`-4_:'� �_.� a�6�g9ioit�2��, December 10, 2001 , : `` ' " � !.;' �� 07 ti � A's AMEC Project No. 8-7000-1002 �,h�_ �r�q i � .�E�2001� � P'v^:�f�:,'�_��, C-=PT. M ��(p/��I�' m O� � l�li��'/' �'I �D Ms. Rebecca Woolley � �� (LL� ti BP Products North America Inc. `�s��, �'�� 9 Research Drive, Suite 2 ��92gZbZ�Z�'� P.O. Box 2685 Amherst, Massachusetts 01004-2685 Re: Response Action Outcome Statement Former BP Site No. 00856, 295 Derby Street, Salem, Massachusetts Release Tracking Number 3-3206 Dear Ms. Woolley: On behalf of BP Products North Arnerica Inc. (BP), AMEC Earth and Environmental, Inc. (AMEC) has prepared this Response Action Outcome (RAO) statement for Former BP Site No. 00856 located at 295 Derby Street in Salem, Massachusetts (Release Tracking Number [RTN] 3-3206). �� A Class A-2 RAO has been achieved at Former BP Site No. 00856 (the Site) based on the completion of a Phase II Comprehensive Site Assessment (Phase II). The Phase. II Report is being submitted to the Massachusetts Department of Environmental Protection (DEP) concurrently with this RAO Statement. In December 1989, a spill of an unknown amount of gasoline was reported at the Site. Remedial response actions included the removal of three underground storage tanks (USTs) and the excavation and remoVal of approximately 1,100 cubic yards of soil in February 1990. On July 15, 1990, the site was listed as a Location To Be Investigated (LTBI) by the DEP and RTN 3-3206 was assigned. Periodic groundwater monitoring began in 1991, showing a decrease in concentrations of gasoline-related constituents over time. A soil vapor extraction pilot test was performed in 1993, and a duai phase extraction pilot test was performed in 1995. The results of these tests indicated that additional assessment and delineation was necessary prior to selecting or designing a remedial treatment system. A Phase II Scope of Work was submitted to the DEP in October 1998, but could not be implemented until access to the adjacent property was obtained. Field investigations were conducted between September 1999 and April 2001. P:\BP\Salem Phll\RAO Statement\RAO.doc AMEC Earth&Environmental,Inc. 239 Lirileton Road,Suite 1 B Westford, MA 01886 USA Tel (978)692-9090 Faz (978)692-6633 www.amec.com � r , Ms. Rebecca Woolley �� December 10, 2001 Page 2 The Phase II Report concluded that concentrations of petroleum hydrocarbons and other compounds remaining in soil and groundwater at the Site pose No Significant Risk to health, public welfare or the environment. The RAO Statement presented here has been formatted in accordance with 310 CMR 40.1056, to demonstrate that a Class A-2 RAO has been achieved at the Site. An Evaluation of the Feasibility of Achieving Background is provided as an attachment. 40.1056(1)(al Site Name Address and DEP Trackinq Number Former BP Site No. 00856 295 Derby Street, Salem, MA RTN 3-3206 40.1056(11(b) Class of Resaonse Action Outcome A Class A-2 RAO has been achieved at the Site. 40.1056(11(c) Method Used to Characterize the Risk of Harm Excavation of petroleum-contaminated soils during removal of the three USTs resulted in the reduction of concentrations of petroleum hydrocarbons at the Site. A Method 3 Risk Characterization, which is included in the Phase II Report, evaluated the risk of harm to heaith, public welfare and the environment posed by concentrations of the following compounds remaining in soil and/or groundwater at the Site: • volatile petroleum hydrocarbons (VPH); • benzene, toluene, ethylbenzene, and xylenes (BTEX); • methyl tertiary butyl ether (MTBE); • ethylene dibromide (EDB); • 1,2-dichloroethane; • extractable petroleum hydrocarbons (EPH); • polynuclear aromatic hydrocarbons (PAH); • lead; and . manganese. The Risk Characterization demonstrated that the concentrations of oil and/or hazardous materials (OHM) remaining in soil and groundwater at the Site pose No Significant Risk to health, public welfare or the environment. 40.1056(1)(d) Relationship to Other Response Action Outcome Statements No additional RAO statements have been filed for Site. 4 i Ms. Rebecca Woolley �� , December 10, 2001 Page 3 40.1056(1)(el Post-RAO Active Ooeration and Maintenance A Permanent Solution has been achieved at the Site. Therefore, no active operation or maintenance of remedial systems is required. 40.1056(1)(fl Imolementation of Activitv and Use Limitations (AUL) A Class A-2 RAO has been achieved at the Site. Therefore, implementation of an AUL is not required. 40.1056(1)(q) Ooinion from Licensed Site Professional It is the opinion of the Licensed Site Professional supervising response actions at the Site that the requirements of a Class A-2 RAO specified at 310 CMR 40.1036 have been met: • A Permanent Solution has been achieved. As a result of the removal of the USTs and the associated impacted soil, the source of OHM has been eliminated. Removal of the petroleum-contaminated soil has reduced concentrations of OHM to levels that pose No Significant Risk to health, public welfare or the environment. • The levels of petroleum hydrocarbons and other compounds remaining in soil and groundwater at the Site have not been reduced to background. • An AUL is not required to maintain the condition of No Significant Risk. 40.1056(1)(hl Certification of the RAO Statement Certification of the RAO Statement is provided in the attached transmittal form, BWSC-104. 40.1056(11(I1 Indication as to Whether OHM Exceed Uooer Concentrations Limits (UCL) I As indicated in the Method 3 Risk Characterization in the Phase II Report, maximum concentrations of OHM in soil and groundwater do not exceed UCL. 40.1056(2)(al Location of the Site The location and boundaries of the Disposal Site are shown in Figure 1. 40.1056(2)(b) Demonstration that All Uncontrolled Sources have been Eliminated or Controlled Removal of the petroleum-contaminated soil represents the elimination of a potential uncontrolled source. In 1990, Light Non-Aqueous Phase Liquids (LNAPL)were detected on the � _ ; , Ms. Rebecca Woolley �� December 10, 2001 Page 4 water table in a monitoring well that was subsequently removed during soil excavation in the tank area. Since the time of the soil and tank removal, LNAPL have not been detected in any of the monitoring wells installed at the Site. 40.1056(2)(cl Information Supportinq that a Level of No Sipnificant Risk Exists A Method 3 Risk Characterization was performed and is included in the Phase II Report. The Risk Characterization demonstrates that the concentrations of petroleum hydrocarbons and other compounds remaining in soil and groundwater at the Site pose No Significant Risk to health, public welfare or the environment. 40.1056(2)(d) Information Documentinq that No Substantial Hazards Remain As a Permanent Solution has been achieved, the demonstration of No Substantial Hazard is not required. 40.1056(2)(e) Information Documentinq the Extent to which Levels of OHM have been Reduced to Backaround As documented in the Phase II Report, le4els of petroleum hydrocarbons and other OHM in the I� soil and groundwater have not been reduced to background. The reduction of OHM concentrations to background is not feasible. An evaluation of the feasibility of achieving background was conducted pursuant to 310 CMR 40.0860 and is included in Attachment A. 40.1056(2)(f) Demonstration of Achievement of UCLs in Soil Deeoer than 15 feet This demonstration is required only for Class A-4 and B-3 RAOs. 40.1056(2)(q) Coav of AUL Imqlemented An AUL is not required to maintain a level of No Significant Risk. 40.1056(2)(h) AUL Opinion An AUL is not required to maintain a level of No Significant Risk. 40.1056(2)(i) Descriotion of Anv Operation, Maintenance and/or Monitorin4 Reauired As a Permanent Solution has been achieved, no post-RAO operation, maintenance or monitoring is required. 1 i Ms. Rebecca Woolley �� December 10, 2001 Page 5 40.1056(2)Q) Plan which Presents Steos to be Taken Toward Achievinq Permanent Solution A Permanent Solution has already been achieved at the Site. Please contact me if you have any questions regarding this RAO Statement. Sincerely, �� Kim M. Henry Licensed Site Professional No. 7122 Attachment � 1 DERB Y S TREE T (PUBLIC — VARIABLf W��TH) N � MW-2 41_} � WS Ss-,3,5a-,,,�W-,s 55-.na- . W-b ��i❑ � GNOPY L E G E N D MW-♦ � � B/lUN/NIX/5 LYWCRE7F B/IUN/NQ!/5 ��p(1E e Z �"'pP5�se se I pA0 � � SOIL BORINGS (B) � I �� ss-a�se-s/r.�w�-io 9 MONITORING WELL (MW) � 5-8/SB-8 ❑ I COA51Al. aw-� � �cR�cE srana^i � RECOVERY WELL (RW) MW-1 � � ss,. s�re �� / n MA3 x PHASE II SURFACE SOIL SAMPLING LOCATION RW-� 5: 8 0< p❑ ss-is� �-,ll \ � �� ■ PHASE II SOIL BORING C�A p� Mw ie-. vo � ��NESSK�OSI� � � PHASE II SOIL BORING/MONITORING WELL (4" DIAMETER) RW-S RUBBCR (�PMY "— _ �pppy[AR �'w B-s � �� 0 PHASE II MICROWELL (1 " DIAMETER) sv-� ss-�e/se-�e ss-s/se-z/raw-s • � . PHASE II SOIL VAPOR MONITORING POINT ss-,s/s -w/ww-,a aC � � „�5 B-� � DISPOSAL SITE BOUNDARY ss-e � PROPERTY BOUNDARY x , � ss-,�se-,iww-e SS-11/$B-9 W-11 � . 55-9 � x 8_9 � YW-8 (nol IocoteE) g 8 e x SS-f0 \ F'��CY p�.��,Mu` A4E_SHOWN �4EM Nu1E BP_011._COMPANY _ p�TE PflQIECE NNIE >>/o7/oi FORMER_BP_SITE_N0._00856 omcr+ auvnwc m�e �UTH ,Q/�� D� KMH LOCATION_AND_BOUNDARIES_OF_DISPOSAL_SITE � 1 KMH 295_DERBY_STREET_MASSACHUSETTS CNEIXEDKH PgJOOO OO1 �. �. fl� MiE 11 07 07 o b � FIGURE_ 1 0 P:/BP/Salem PII/Deliverables/Report/figures for report �vao■�N"tE %�"� �N iEEt AMEC Earth & Environmentol, If1C. i�/ieC" , Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 1 of 10 Introduction This attachment to the Response Action Outcome (RAO) Statement discusses the feasibility of achieving background conditions at Former BP Site No. 00856, in accordance with the requirements of the Massachusetts Contingency Plan at 310 CMR 40.0860. It provides the following information: . Site history and conditions; . Regulatory basis for evaluation; • Feasibility of achieving background conditions in groundwater; • Feasibility of achieving background conditions in soil; and . Summary and conclusions. Site History and Conditions In December 1989, a spill of an unknown amount of gasoline was reported at the Site. Remedial response actions included the removal of three underground storage tanks (USTs) and the excavation and removal of approximately 1,100 cubic yards of soil in February 1990. (Those tanks were in the approximate locations of the current tanks.) On July 15, 1990, the Department of Environmentai Protection (DEP) listed the site as a Location To Be Investigated (LTBI) and assigned Release Tracking Number (RTN) 3- 3206. A Waiver of Approvals for the site was granted to BP by the DEP, effective December 15, 1993. Figure 1 shows the property, disposal site boundary, and locations of monitoring points. Excavation of petroleum-contaminated soils during removal of the three USTs resulted in the reduction of concentrations of petroleum hydrocarbons at the Site. In 1990, Light Non-Aqueous Phase Liquids (LNAPL) were detected on the water table in a monitoring well that was subsequently removed during soil excavation in the tank area. Since the time of the soil and tank removal, LNAPL have not been detected in any of the monitoring wells installed at the Site. Therefore, removal of the petroleum-contaminated soil eliminated a potential uncontrolled source. A soil vapor extraction pilot test was performed in 1993 and a dual phase extraction pilot test was performed in 1995. The results of these tests indicated that additionai assessment and delineation was necessary prior to potentially selecting or designing a remedial treatment system. A Phase II Scope of Work was submitted to the DEP in October 1998, but could not be implemented until access to the adjacent property was obtained. P:\BP\Salem PhII\RAO Statement�Feasibility of Background.doc Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 2 of 10 Phase II field investigations were conducted between September 1999 and April 2001. The results are summarized briefly below. For additional detail, see the Phase II Comprehensive Site Assessment, Former BP Site No. 00856, 295 Derby Street, Salem, Massachusetts, RTN 3-3206 (AMEC, 2001). Boring logs indicate that the shallow geology at the Site consists ot 5 to 10 feet (ft) of fill underlain by clay and silt deposits. Some peat and organic material was noted in borings closer to the South River at an approximate depth of 12 ft below ground surface (bgs). Groundwater is found at a depth of 3 to 8 ft bgs at the Site. Groundwater apparently flows in the southwest direction, toward the South River. Tables 1 and 2 summarize the groundwater data. Groundwater monitoring data collected periodically since 1991 show a decrease in concentrations of gasoline-related constituents over time, as discussed further below. Groundwater samples have contained gasoline-related constituents such as benzene, toluene, ethyl benzene and xylenes (BTEX) and methyl-tertiary- butyl ether (MTBE). Samples have also contained one chlorinated compound, 1,2-dichloroethane. That compound was potentially added to gasoline as a lead scavenger. Soil samples were also collected and analysed in the Phase II investigation. In general, detected compounds were found at higher concentrations in soil samples collected from , the tank area, as compared to other samples collected on and off the property. Data from each area of the site are discussed below to provide the basis for the evaluation of restoring the site to background conditions: • Soil samples exhibiting elevated concentrations of petroleum hydrocarbons correspond to the area in the immediate vicinity of the former tanks. Based on the shallow depth to groundwater, it is likely that many of these samples were collected from the zone of fluctuation of the water tabie. Samples collected from borings SB- 5B, SB-6, SB-7, SB-8 and SB-10 are considered representative of soil conditions in the tank area and contained compounds in the following concentration ranges: total Extractable Petroleum Hydrocarbons (EPH) from 122 milligrams per kilogram (mg/kg) to 345 mg/kg; total target polynuclear aromatic hydrocarbons (PAH) from less than the detection limit to 140.5 mg/kg; total BTEX from 1.89 mg/kg to 246.7 mg/kg; and total Volatile Petroleum Hydrocarbons (VPH) from 1.3 mg/kg to 810 mg/kg. This area would require additional remediation to restore the site to background conditions. P:\BP\Salem PhII\RAO Statement�Feasibility of Background.doc Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 3 of 10 • Downgradient of the tank area, to the south and west, some analytes are elevated above detection limits in certain samples, but the majority of soil samples contain concentrations below detection limits. These areas did not appear to exceed background conditions. • Upgradient and cross-gradient of the tank area, to the north and east (SB-2, SB-3 and SB-11), EPH and polynuclear aromatic hydrocarbons (PAH) were detected in soil samples at levels slightly above detection limits while Volatiie Organic Compound (VOC) concentrations were below detection limits. Based on these results and the presence of fill material noted in the boring logs, EPH and PAH concentrations in soii from these locations are believed to be attributed to fill material and represent background levels. Samples collected from borings SB-2, SB3 and SB-11 are considered representative of background soil conditions and contained compounds in the following concentration ranges: total EPH from less than the detection limit to 45 mg/kg; total target PAH from less than the detection limit to 2.04 mg/kg; total BTEX results were all less than the detection limit; and total VPH from less than the detection limit to 1.7 mg/kg. • At one location upgradient of the tank area (the location of surface sample SS-4, subsurface boring SB-4 and monitoring well MW-14), elevated concentrations of petroleum hydrocarbons detected in.soil samples appear to be associated with the service station pump island, rather than impacts from the tank area. Compounds were detected in the surface and subsurface soil samples from this location at the foilowing concentrations: total EPH of 214.1 mg/kg; total target PAH of 92 mg/kg; total BTEX of 81.5 mg/kg; and total VPH of 232 mg/kg. Based on the presence of fill material noted in the boring logs, PAH concentrations in soil from these locations are believed to be attributed to fill material and represent background levels. The Phase II Report conciuded that concentrations of petroleum hydrocarbons and other compounds remaining in soil and groundwater at the Site pose No Significant Risk to health, public welfare or the environment. The site has achieved a Class A-2 RAO. This attachment to the RAO Statement documents an evaluation of the feasibility of reducing the concentrations of oil and hazardous material in the environment at the disposal site or a portion of the disposal site to levels that achieve or approach background. Regulatory Basis for Evaluation The MCP states that [310 CMR 40.0860]: (5) A remedial action alternative fhat would achieve a Permanent Solution, would reduce the concentrations of oil and hazardous material P:�BP\Salem PhII�RAO Statement�Feasibility of Background.doc Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 I 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 4 of 10 in the environment at the disposal site or a portion of the disposal site to levels that achieve or approach background, or reduce concentrations of oil and hazardous material in soil at a disposal site to levels at or be/ow applicable soil Upper Concentration Limits shall be considered feasible unless: (a) the alternative is not technologically feasible, as specified in 310 CMR 40.0860(6J; (b) the costs of conducting, or the risks resulting from the alternative would not be justified by the benefits, considering such factors as potential damage to human health or the environment, cost of environmental restoration, long term operation and maintenance costs, and non-pecuniary values as determined by the benefit-cost analysis in 310 CMR 40.0860(7); (c) individuals with the expertise needed to effectively implement the alternative would not be available, regardless of arrangements for securing their services; (d) the alternative would necessitate land disposal other than at the site itself and no off-site facility is available in the Commonwealth or in other states that is in full compliance with all applicable federal and state regulatory requirements; or (e) an alternative is selected for a portion of a disposal site for which the source of the oil and/or hazardous material is not located thereon, and the elimination or control of such source cannot currently be achieved by the party conducting the response actions at that portion of the disposal site. In such instances, a Temporary Solution shall be implemented for that portion of the disposal site to which the selected alternative applies. (6) Technological Feasibility. A remedial action alternative shall be considered technologically feasible unless: (a) existing technology or reasonable modifications of existing technology cannot remediate the oil and hazardous material present at the disposal site to the extent necessary to attain a level of No Significant Risk or, when required to be considered, to levels that approach or achieve background; (b) the reliability of the identified alternative has not been sufficiently proven at other sites or through pilot tests and a substantial uncertainty exists as to whether it will effectively reduce risk; or P:\BP\Salem PhII\RAO Statement\Feasibility of Background.doc I Attachment A Evaluation of the Feasibiliry of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 5 of 10 (c) the identified alternative cannot comply with or be modified to comply with applicable regulatory requirements. (7) Benefit-Cost Analysis. The benefits of implementing a remedial action alternative to achieve a Permanent Solution or Temporary Solution and the benefits, when performing a Permanent Solution, of reducing the concentrations of oil and hazardous material in the environment at the disposal site to levels which achieve or approach background or reducing the concentrations of oil and hazardous material in soil at a disposal site to levels at or below applicable soil Upper Concentration Limits shall justify the related costs unless: (a) the incremental cost of conducting the remedial action alternative is substantial and disproportionate to the incremental benefit of risk reduction, environmental restoration, and monetary and non-pecuniary values; (b) the risk of harm to health, safety, public welfare or the environment posed by the implementation of the alternative cannot be adequately controlled; or (c) the alternative would destroy more than 5000 square feet of wetlands or wildlife habitat, or would othenvise result in a substantial deleterious I impact to the environment and: 1. other feasible Temporary or Permanent Solutions exist; 2. the oil and/or hazardous materials, if any, that have come to be located in such resources do not bio-accumulate and are not likely to migrate; and 3. the damage to such resources resulting from the implementation of the alternative would be permanent and irreparable. Feasibility of Achieving Background Conditions in Groundwater Gasoline constituents can attenuate naturally. This potential provides the context for evaluating the feasibility of reducing the concentrations of oil and hazardous material in the environment to levels that achieve or approach background. Under appropriate fieid conditions BTEX can naturally degrade through microbial activity and ultimately produce non-toxic end products (e.g., carbon dioxide and water). (US EPA, 1999) Natural attenuation may stabilize BTEX plumes and eventually decrease BTEX concentrations to those below regulatory standards. Heavier petroleum P:�BP\Salem PhII�RAO Statement�Feasibility of Background.doc Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 6 of 10 hydrocarbons typically left behind in the source area may have relatively low potential for further migration but may be treatable through soil and groundwater removai. Heavier petroleum hydrocarbons have a lower potential for degradation and would tend to be more persistent than the lighter petroleum hydrocarbons. Petroleum hydrocarbons can serve as electron donors in microbial metabolism. Electron acceptors include oxygen, nitrate, manganese (IV), iron (III), sulfate, and carbon dioxide. Carbon dioxide, water, nitrogen gas, manganese (II), iron (II), hydrogen sulfide, and methane are some of the metabolic byproducts typically produced from the biodegradation of petroleum hydrocarbons. The biodegradation of petroleum hydrocarbons will generally proceed until all of the contaminants that are biochemically available to the microbes are oxidized. An adequate suppiy of electron acceptors is present in most hydrogeologic environments. (Department of Defense, 1998) MTBE can also attenuate naturally. However, because MTBE is a relatively oxidized compound, it is an inefficient electron donor in microbial metabolism. (Department of Defense, 1998) MTBE is more resistant to biological or other degradation processes than BTEX compounds. (US EPA, 1999) Trends typically expressed during biodegradation include the following: • DO concentrations below background. Low concentrations of DO are associated with hydrocarbon biodegradation coupled to oxygen reduction. After DO concentrations fall below approximately 0.5 mg/L, bacteria typically turn to nitrate as an electron acceptor. . Nitrate levels below background. Denitrification occurs when bacteria turn to nitrate as the electron acceptor. Reduction of nitrate generates nitrate. When nitrate is consumed, microbes turn to iron (III) as the electron acceptor. • Iron (II) concentrations above background. High concentrations of dissolved iron are associated with anaerobic biodegradation coupled to iron reduction. • Sulfate concentrations below background. After the majority of available iron (III) is reduced, sulfate reducers begin to metabolize petroleum constituents. Low concentrations of dissolved sulfate are associated with anaerobic biodegradation. . Methane concentrations above background. High concentrations of inethane are associated with anaerobic biodegradation coupled to methanogenesis. Manganese (IV) reduction can also occur in some environments, but is typicaily a minor component of electron flow compared to other electron acceptors. (Department of Defense, 1998) P:�BP\Salem PhII\RAO Statement�Feasibility of Background.doc Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 7 of 10 The potential for natural attenuation at the Site was evaluated during the Phase II Investigation by measuring indicator parameters including pH, dissolved oxygen (DO), alkalinity, nitrite, nitrate, sulfate, and ferrous iron in groundwater using field-testing kits. In addition to the field measurements, groundwater samples were submitted to the laboratory for dissolve manganese and dissolve methane analysis. The results of monitoring for natural attenuation parameters are discussed below: . The levels of DO in groundwater are higher near the tank area at approximately 3 to 6 mg/L. The levels of DO in groundwater are lower in the downgradient areas at levels less than 3 mg/L. The decreasing levels of DO from the tank area to the hydraulically downgradient portions of the Site suggest that aerobic microorganisms are present and biodegradation of petroleum constituents is occurring at the Site. In general, a DO level above 0.5 mg/L indicates that anaerobic processes are not in operation. However, other natural attenuation parameter results for the Site indicate that anaerobic biodegradation is occurring. In addition, it is very difficult to collect and analyse samples for DO without adding incidental oxygen to the sample. (Department of Defense, 1998) Therefore, despite the care of a sampling team, DO analyses can be biased high. . The levels of nitrate in groundwater do not provide evidence regarding natural attenuation. Nitrate was detected in samples from only two wells, MW-8 and MW-12. , Nitrite was not detected in those samples. • The levels of ferrous iron in groundwater are higher near the tank area at levels of 4 to 9 mg/L. The levels of ferrous iron in groundwater are lower in the hydraulically upgradient locations (i.e., 2.5 to 4 mg/L) and hydraulically downgradient locations (i.e., not detected to 1 mg/L). The apparent increase in ferrous iron concentrations from hydraulically upgradient locations to the tank area and the return to levels below the detection limit hydraulically downgradient of the tank area indicates that iron III is being used as an electron acceptor during anaerobic biodegradation in the tank � area. . Laboratory results for methane concentrations ranged from 100 µg/L to 9800 µg/L (January 2001) and from 30 µg/L to 7400 µg/L (April 2001). The sampling locations with the higher methane analytical results are located to the apparent downgradient side of the tank area. The highest methane concentrations are at MW-5, which is located hydraulically downgradient of the tank area. The presence of inethane indicated that anaerobic biodegradation is occurring in localized areas of the Site. P:�BP\Salem PhII�RAO Statement\Feasibility of Background.doc Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 8 of 10 In summary, the gasoline constituents such as BTEX and MTBE are can attenuate via microbially mediated processes. Data from the site indicate that conditions are favorable for biodegradation. Ultimately, natural attenuation would reduce the concentrations of oil and hazardous material in the environment to levels that achieve or approach background. Active remediation of this area to restore the groundwater to background conditions could entaii actions such as groundwater extraction and treatment or air sparging. Groundwater extraction and treatment would gradualiy remove dissolved contamination from the aquifer. Air sparging would strip volatile contaminants from the groundwater and enhance aerobic biodegradation. This evaluation focussed on the feasibility of air sparging, as it could be coupled with soil vapor extraction to address conditions in the soil. Those conditions, and the conceptual design of such a system, are discussed further below. Feasibility of Achieving Background Conditions in Soil The feasibility evaluation focussed on the area characterized by borings SB-56, SB-6, SB-7, SB-8 and SB-10 in the tank area. The area potentially extends onto the adjacent , property and under the Goodyear Tire and Rubber Company building (SB-10). The samples of concern were apparentiy collected within the zone of fluctuation of groundwater. Petroleum-impacted soil could be removed by excavating the material and removing it from the site for disposai. Physicai constraints limit the feasibility of excavating this material. First, physical structures in the area, such as the Goodyear building and the USTs on the site, would limit access. Second, �emoving soil at or near the water table wouid Iikely require extensive dewatering that would complicate the logistics and drive up the cost of remediation. A combination of air sparging and soil vapor extraction could potentially restore both the groundwater and the soil contamination at this site to levels that would achieve or approach background. The system would have to be designed to accommodate the shallow groundwater table and operated to reflect fluctuations in the groundwater elevations. For the purpose of this evaluation, the area of concern was estimated to be approximately 5700 square feet (sf). The area corresponds to the disposal site boundary shown in Figure 1. P:�BP\Salem PhInRAO Statement�Feasibility of Background.doc , Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 9 of 10 A soil vapor extraction pilot test performed in 1993 provides a basis for a conceptual design.(GSC, 1993) A blower extracted air from MW-1 for a period of 2 hours. MW-1 is a 4-inch diameter well screened in fill (sand, some silt, little gravel a�d brick fragments). The bottom of the screen is at 10 ft bgs; the top of screen was not recorded on the log, but the screen was described as being 10 ft long. (HETI, 1991) The depth to groundwater on the day of the pilot test was approximately 3.9 to 4.5 ft, depending on the tidal cycle. Two vacuum levels were tested: + 37 inches water column (in WC) and + 50 in WC. Flow rates of 107 cubic feet per minute (cfm) were sustained. Minimal vacuum was observed at a monitoring point 18 ft from MW-1, and no vacuum influence was observed at a well located 34 ft from MW-1. Pilot test off-gases were treated using activated carbon. (GSC, 1993) Conceptually, a series of perforated pipes could be placed horizontally in shallow trenches throughout the area. The trenches could be constructed around obstructions such as the existing tanks and the bui�ding. Access to areas requiring remediation couid be limited by those structures. The pipes could be connected to a blower that would draw air through the vadose zone. A series of small-diameter air sparging wells could be installed throughout the area. Air would be blown through the wells to strip volatile contaminants from the groundwater and enhance aerobic biodegradation. The flow rates through the air sparging and soil vapor extraction wells could be balanced so that the soil vapor extraction system would capture ail of the vapors generated by air sparging. Installation of an air sparging/soil vapor extraction system would cost an estimated $98,000. This estimate does not account for any extraordinary measures necessary to access soils under structures. The duration of operation is not known, but could last between approximately 1 and 3 years. The estimated cost of operation and maintenance would be approximately $25,000 to $75,000. Table 3 provides the details of these estimates. Summary and Conclusions Gasoline constituents in soil and groundwater at the Site do not present a Significant Risk. Natural attenuation is occurring, and will potentially restore soil and groundwater to levels that approach or achieve background levels. Remedial actions could be taken to achieve that objective more quickly. Such actions would cost on the order of $123,000 to $173,000. That incremental cost is substantial and disproportionate to the P:�BP\Salem_PhII�RAO Statement�Feasibility of Background.doc L ' ' I Attachment A Evaluation of the Feasibility of Achieving Background Former BP Site No. 00856 295 Derby Street, Salem, Massachusetts RTN 3-3206 Page 70 of 10 incremental benefit of risk reduction, environmental restoration, and monetary and non- pecuniary values. Therefore, as defined under 310 CMR 40.0860, it is not feasible to actively remediate the Site to levels that approach or achieve background levels. References AMEC, 2001. Phase ll Comprehensive Site Assessment, Former BP Site No. 00856, 295 Derby Street, Salem, Massachusetts, RTN 3-3206. Prepared for BP Oil Company, August 2001. Department of the Navy, 1998. Technical Guidelines for Evaluating Monitored Natural Attenuation of Petroleum Hydrocarbons and Chlorinated Solvents in Ground Water at Naval and Marine Corps Facilities. Prepared by: Todd Weidermeier, Parsons Engineering Science, Inc., California and Francis H. Chapelle, USGS, Columbia South Carolina. September 1998. Geologic Services Corporation (GSC), 1993. Proposal for Initial Remedial Response Action (IRRA), Former BP Facility #00856, 295 Derby Street, Salem, Massachusetts, DEP Case #3-3206. Prepared for BP Oil Company, September 1993. Hydro-Environmental Technologies, Inc. (HETI), 1991. Report on Environmental Site Assessment for Re/eases of Hazardous Materials or Oil to the Environment, BP Service Station #00856, 295 Derby Street, Salem, Massachusetts, prepared for BP Oil Company, November, 1991. United State Environmental Protection Agency (U.S. EPA), 1999. Monitored Natural Attenuation Policy (OSWER Directive 9200.4-17), O�ce of Solid Waste and Emergency Response, Washington, DC, April 1999. P:�BP\Salem_PhII�RAO Statement�Feasibility of Background.doc Table 7 Summary of Groundwater Malytical Resul�s Augusf 1998,Dacam6er 1998,September 7999,January Y007 and April 2001 Former BP Site No.00856 795 Dei4y Street Salem,Massachusetts EPHF2c�lons VPHF�actions Inor an�cs � „� � � 'm c E � m E z a � a a g _ � U [] fJ d V Units �w/. �gn mp� J ms4 J mp� Au BB �0.2 0.3 �02 0.38 0.26 S.B 0.2 NA Ott�9B <0.2 0.4 <0.3 O.SB 2.] 5.5 NA �0.05 �� Se -99 0.062 <0.05 0.36 <52 12 6.3 0.000051 <0.00001 Jen-01 R <O.OS J 044 J 1.1 0.31 0.5 O.00B <0.005 �-01 R R O.V 0.8] O.d T.8 0.00] <0.005 Au �9B �020 �020 <0.20 0.49 0.029 049 <0.005 NN DecAB �020 �020 <020 Qb �0.]6 �0.46 NA <OAS MW Z Se A9 <0.1 0.061 OdC 034 Od5 0.38 <0.000005 <0.000005 Jan-01 R <O.OSJ <0.05 0.14 OOB 0.22 0.009 �0.005 Jan-01 DUPLICATE R <O.OSJ 0.09J 0.13 0.052 02] OOOB <0.005 Ut ft R �0.05 �.4 0.16 0.95 0.005 �0.005 Au �8B �] ¢ <2 <0.0]5 N.1 N.0250 0.0] NA MW3 ��AB <0.20 12 <0.20 <0.0]5 <O.OlS <0.025 NA <0.05 Se 99 �0.05 W.OS <0.05 <0.05] N.022 N01< 0.00021 N.00002 r-01 R R <0.05 <O.W6 <0.011 W.pOi 0.032 <0.005 Au �98 <0.20 1.2 0.8 2.9 <.2 1.4 ].09 NA �J DecAO �0.20 O.fi 0.5 0.54 2.] 1.1 NA <005 Jan-01 R <0.05 J 022 J 0.96 0.18 12 0.005 W.005 r-01 R R �.% 1.1 0.4 2.5 0.31 0.01 Au AB �0.20 �0.20 <0.20 2.2 0.14 5 0.059 NA OecAB <020 1 <020 �.45 3] 3.fi NA <OAS Se A9 <0.10 <0.10 O.iY 2 0.88 3.5 0.00013 0.00000] MW3 ge .gg <0.05 <0.05 0.1'! 2.2 0.99 ].3 0.00015 W.00OOOfi Jan-01 R <O.OSJ N.05J 2.8 <0.11 32 <0.0p5 <0.005 r01 R ft 0.13 1.8 0.<3 2.] 0.05'/ �0.005 r-01 R R O48 22 O.SC 2.9 0.059 <0.005 Au AB W20 <020 <O.YO �O.OlS <O.W5 <0.0Y5 �0.005 NA MWb Au AB NA NA NH <0.015 <0.025 <0.025 <O.OI NA Dtt�9B <020 �020 �0.30 <0.0J5 �0.025 <0.025 NP ��.OS Au AB <020 <020 �020 0.21 N.�S 1.6 0281 NA MW� Se �99 �0.05 �0.05 0.23 0.68 0.41 1.3 0.00014 �0.000005 Jan-01 R <0.05 J �0.05 J O.B4 0.062 0.38 0.005 <0.005 r-01 R R OA 0"!8 0.2C 1A O.W1 <0.005 MW-0 �a�-01 R <0.05J O.iJ �OA28 <O.OH <0.009 �0.005 �0.005 rLt R R �0.05 <0028 �O.OH O.OW] 0.12 <0.005 � MW g Jan-01 R <0.05 J <0.05 J <0.026 <O.OH <O.00i O.00fi <0.005 rUt R R �0.05 <0.028 N.012 0.016 OA5 <p.005 MW40 �am01 R OZiJ <O.OSJ <0028 <ODH <0.009 041fi �0.005 r-01 R R <0.04 0059 0.015 0.055 0.13 �0.005 MW�� Jam01 R �OASJ <O.OSJ <0.026 �O.OH <0.00] 0.143 �0.005 r-01 R ft <005 <0.026 <0.011 0.0083 0.�15 �0.005 MW�= Jan-01 R <O.OSJ �O.OSJ Od] 0.038 0.16 �0.005 <0.005 r01 R R OA3 �0.26 0.13 0.68 <0.005 <0.005 MW» Jan-01 R �0.05 J <0.05 J 0.055 0.03] 0.25 �0.005 <0.005 �-01 R R <OAS �026 0.13 0.54 �0.005 �0.005 MW-04 �an-01 NA NA NA 1.1 Od< 1.8 NA NA A r-0i NA NA NA 1.100 O.J]0 1600 NA NA NOTES: mg/L=milligrams per liler EPH=Fxlractable Pe�mleum Hytlrowrbon VPH=Volatile Petroleum Hytlrocarbon (1)ResWis from January 2001 round are consider invalitl for Ihe purposes ot denving anezposurepointwncenVaUon(seeAppentlizJ). TheC9-Ci2aliphaticfractionfmm ihe VPH anatysis was used in the calculation of eHposure point wncenvation of C9 (2)Dala represenl results imm EPH analysis forJan 2001 mund antl VPH analysis for Apnl 01 round(See Appentlix J) . (3)Represenis�he tatal ot o-,m-,antl p-zylene (4)The C9-C78 aliphalic EPH frac�ion is cronsitlered�o represen�more acwrala tlata for Ihis range wtiere bolh exisl(MADEP 2001). (5)The resW�s fmm�he April 2001 mund are rejecletl tlue Io da�a quality(see AppendisJ). Thedalafor�heC9-C72aliphalictractionfiomiheVPHanalysisisusetl in deriving lhe exposure point concentralion. R=Rejec�ed data.The resWls from lhe January 2001 rountl ara wnsidered imalid (see Appentlin J�. J=Es�ima�ed. NA=Nol Malyzetl ND=Xylenes Not�etectetl.See tletection limits for m,p-Xylenes and o-Xylenes. Page 1 of 12 , . Table 1 Summary af Grountlwatar Malylical Results August 1988,Deumber 1998,September 1999,January P007 and April 2001 Former BP Site No.00856 295 Derby Slreet Salem,Massachusens Po nuclearNomatic «a�Eons 5 r � 5 � � 5 � 2 p L� m m 0 0 0 U Unita mq�L myt myl my. my. ,,,y4 myL mq.� Au &B <0.01 <0.01 <O.Ot <0.01 <0.01 <0.01 �0.01 <0.01 <p.01 Oec-98 N01 N.01 N.01 <0.01 <0.01 W.01 <O.U1 <0.01 <0.01 MW1 Se �99 <0.01 N.Ot W 01 <0.01 <0.01 <0.01 �0.�1 <0.01 W.01 Jam01 W.Ot J <D.Ot J �0.01 J <0.01 J <0.01 J <0.01 J <0.01 J <0.01 J <0.01 J wi <o.m <o.oi <o.m <a.w �o.m <a.m �ooi <o.oi m.oi � Au AB <o.m <o.oi <o.m <o.oi <o.m <o.oi m.m <o.oi <o.m o.�ae <o.oi m.m <o.m <o.oi �o.oi <o.oi <Qoi <o.m <o.oi �rnw-z � '99 <o.oz �o.oz <o.oz <o.oz <o.oz <o.oz m.oz <o.ox .0.02 Jan-01 �0.01 J <O.U1 J <0.01 J �0.01 J <0.01 J N.Ot J W.01 J �0.01 J <0.01 J Jan-01 OUPLICATE <0 01 J �0.01 J �0.01 J �0.01 J �0.01 J W.01 J �0.01 J <0.01 J <0.01 J .�oi <o.m <o.oi <o.m <o.m m.m <o.o� <o.m <o.m <o.m .w sa m.m <o.m <o.oi �o.m <o.oi m.oi <o.m <o.oi �om �,a oeo-se <o.m <o.m m.ai <o.o� <oni �o.oi m.m <o.ai m.m Se �99 m.oi <o.oi m.oi <om mm <o.oi <o.ai <o.oi m.w r-0i �0.01 <a.ot <0.01 <0.01 W01 <0.01 <001 <0.01 <0.01 Au �98 �0.�1 W.Ot <0.01 <0.01 W.Ot �0.01 <0.01 �0.01 <0.01 mwa oe�ae <o.oi <o.oi <a.m <o.w m.oi <a.m <ooi �o.m <o.oi �a�oi <o.oi� <o.m d �o.oi� <o oi� <o.oi d <o.m� <o.m� m.oi� <o.oi� r�oi m.m <o.o� <o.oi <o.m <o.m �oni m.oi <o.ai <o.m a� ae <o.m <o.oi m.m m.oi <o.oi <o.m <o.oi �o.oi <o.m o.�-se <o.oi <o.oi �o.oi �o.oi <o.m <a.m <o.oi �a.oi <ooi Se �99 �o.oa m.oz <onz <o.oz m.oa <o.oz �o.oz <ooz m.ox u+wa se �sv �o.m m.o� <o.oi �o.m m.oi <o.oi <o.oi <ooi w.w �anm �om d �o.m� <o.oi� <o oi d <oni� <o.oi� m.ai� <o.oi� �o.w� at <o.oi �o.oi m.oi <ooi <a.oi m.m <o.oi m.oi <o.oi a� .w.oi w.m �o.m m.oi m.oi <o.m <o.oi w.oi �o.oi n� �ve wm m.m <o.m m.oi <o.oi <o.oi <o.m <o.oi <o.m MWb Au -98 NA NA NA NA NA Nq Nq W Nq oa�aa m.w m.m <o.oi m.m <o.oi mm �o.ot <o.oi <oot Au SB <0.01 W.01 <0.01 �0.01 <0.01 <0.01 N.01 <0.01 W.01 MW� Sv A9 <0.01 W.01 <0.01 <0.01 �0.01 <0.01 �0.01 <0.01 m.�1 . Jen-01 <0.01 J <0.01 J <0.01 J <0.01 J <0.01 J <0.01 J <0.01 J W.01 J <0.01 J ,a� <o.oi m.oi <o.ot <o.oi �o.oi <o.oi m.oi <o.m <o.oi MW� JanLt �0.01 J �0.01 J <001 J <0.01 J �0.01 J �0.01 J <0.01 J <0.01 J <0.01 J .-0+ <o.m <o.m <o.oi <o.m <o.m <o.oi <o.ai m.oi m.oi MWA �am01 �0.01 J <0.01 J <0.01 J <0.01 J <0.01 J <0.01 J �0.01 J <0.01 J �U.ot J rot <o.m <o.oi m.oi <o.m <o.m m.oi <o.oi <o.m <o.m MW-00 �e^-01 �0.01 J c0.01 J <001 J ��.01 J <0.01 J �0.01 J �0.01 J <0.01 J �0.01 J .ai <o.m <o.oi <o.oi m.m woi <o.oi m.oi <o.oi <o.m M,�,�� Jan-0t <0.01 J <0.01 J <0.01 J �0.01 J <0.01 J �0.01 J <0.01 J <0.01 J <0.01 J � r-01 <0.01 <0.01 <o.a1 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 �W12 Jan-01 ��.O1J �0.01J <001J <O.O1J <O.O1J <O.O1J <O.O1J <0.01J <OO1J r-01 <0.01 <0.01 <001 �0.01 A.01 <O.Ot c0.01 <0.01 �0.01 MW-03 �an-01 �0.01 J <0.01 J <0.01 J �0.01 J <0.01 J <0.01 J <001 J <0.01 J <0.01 J r-01 �QOt <0.01 <0-01 <0.01 A01 <0.01 <001 �0.01 <0.01 MW�Q Jan-01 NA NA NA NA NA NA NA NA NA r-01 NA NA NA NA NA NA NA NA NA Page 2 of 12 7able 1 Summary of Groundwater Maly[ical Results August 1888,Uecember 1998,Septamher 1999,January 1001 antl April 2001 Former BP Site No.00856 295 Derby Street Salem,Massachusetts � Pal nuclear Womatic H r«er0ons �' p - �' - N � � 5 _ _ a - - z' a` d' � �' unlb mN c � ma+ me'� N � � Au 9B <0.01 <0.01 <p.01 W.01 0.44 <0.01 <0.01 NH O.OY1 Deo90 �0.01 �0.01 <001 <0.01 O26 <0.01 <0.01 Nq 0.019 �'� Se 99 <001 <0.01 <0.01 W.Ot O.OBB �0.01 <0.01 0034 0.046 . JanL1 <0.01 J <0.01 J. <0.01 J <0.01 J 0.0�] <0.01 J �0.01 J NA OOJ1 J r-01 N.Ot �0.01 N.01 <0.01 O.t2 �0.01 <OOt NA 0.029 � Au -98 <D.01 <0.01 <0.01 �0.01 0-026 <001 �0.01 Nn c01 OacAB <0.01 <0.01 <0.01 N.Ot <0.02 <0.01 <0.01 NA <.Ot ' MW Z Se A8 <0.02 <0.02 <0.02 �0.02 <0.02 �0.02 <0.02 NA <0.02 Jan-01 <0.01 J <0.01 J �0.01 J <0.01 J 0.022 <0.01 J <0.01 J NFl <0.01 J � Jan-01 DUPLICATE �0.01 J <0.01 J W.Ot J <0.01 J 0.02fi W.01 J <p.01 J NA <0.01 J r-01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 NA W.Ot Au AB <0.01 W.01 <p.01 <0.01 <0.001 �0.01 <0.01 NA <0.01 , MW� DecAB �0.�1 W.Ot <0.01 <0.01 N.005 �0.01 <0.01 NH <0.01 ' Se A9 �0.�1 W.01 �0.01 <0.01 <0.01 �0.01 <0.01 NH <0.01 r-01 �0.01 W.01 <0.01 �0.01 �0.005 �0.01 <0.01 NF <0.01 Au AB <0.�1 N.01 <0.01 <0.01 049 <0.01 �0.01 Nq 0.04 MW� DecAB <0.01 N.01 �0.01 <0.01 021 <0.01 �0.01 NA 0.02fi Jan-01 <0.01 J <0.01 J N.Ot J <0.01 J �0.05 <0.01 J �0.01 J NA 0.051 J �ai �o.oi m.oi m.m m.oi o.oae <o.oi m.oi ru o.o� a� ae m.ai m.oi <o.oi w.ot o.z� <o.m m.oi Nn <o.m oe�-se <o.m <o.m <o.m <om o.0 <oqi <o.oi NA �o.m se �9s m.oz <0.02 <o.oz <o.oz o.0�3 <o.oz <o.oz a.ws <o.oz mw�s sa -sa <oo� <o.m <o.oi <o.m o.o� w.m <o.oi o.ozs o.on JanLt �0.01 J <0.01 J <OA1 J N.Ot J 0.058 N.01 J <0.01 J NA �O.U1 J A r-01 N.01 <p.01 <0.01 <0.01 0.091 <0.01 <0.01 NA 0.014 roi m.m <o.m w.oi <o.oi o.i <o.m <o.oi Nn o.ois a� ae m.m <o.m m.oi m.oi m.00i <a.m <o.oi rvn <o.m MW$ qu AB NA NA NA Nq <0.005 NA NA NA NA Deb88 N.01 �0.01 �0.�1 N.01 <0.005 <0.01 <0.01 NB <Qp1 Au AB N 01 �0.01 N.01 �.01 O.00d N.01 �0.01 NA <0.01 MW� Se �99 N.01 �0.01 �0.01 <0.01 0.011 �0.01 �0.01 0.02 002 Jan-01 WO1J <O.O1J <OO1J N.O1J 0.019 �O.O1J <O.O1J NA 0.011J roi m.m <o.oi <o.m <o.m o.wa mm <o.m ru o.oi MW� Jan-0t <0.01 J <0.01 J <0.01 J W.Ot J <0.005 �0.01 J <0.01 J NA <0.01 J r-01 <001 <0.01 <001 <0.01 <0.005 <0.01 <p.01 NA c0.01 MW�9 �an-01 <0.01 J <0.01 J �001 J <0.01 J <0.005 �0.01 J <0.01 J Nf� <0.01 J i-01 <001 <001 <0.01 <0.01 �0.005 <0.01 <0.01 NH �0.01 �� Jam01 �9.01 J <0.01 J <001 J <0.01 J �0.005 N.Ot J <0.01 J NA <0.01 J r01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.01 <0.01 NA <0.01 MW�� Jam01 <001 J <0.01 J <0.01 J <0.01 J �6005 <0.01 J <0.01 J NA �0.01 J roi <o.m <o.oi <o.oi m.m �o.00s <o.m <o.oi nw <o.m Mw.1z �,,,-0i <o.oi� �a.m� <a.m� <o.m� <o.00s m oi� m.oi� NN <o.oi� roi m.m <o.oi m.oi <o.m <o.oas <o.oi <o.oi ru �a.oi � M`y�� d:nai �o.o�� o.oi d <a.oi� <o.m� o.00aa <o.m� <o.oi� NA <0.01 J rot <oai <o.oi <o.oi m.m <o.os �o.m <o.m w� m.ai ��a Jan-01 NA NA NA NA <0.05 NA NA Nq Nq Apr-01 NA NA NA NA <0.05 NA NA NA NA Page 3 of 12 Table 1 Summary of Grountlwater Malytical Results August 1998,Dttember 1998,Septemher 1999,January 1001 antl April P00'I � Former BP Site Na.00856 295 Derby Street Salem,Massachuselts Volatlle 0 anic Lam unEs m E z e Q ` - � m 9 w � w E b Unita myi mati o ,,,yi me� T my� Au AB 2.4 �0.05 13 0.1] <OA <0.00002 5.5 1.9 ]3 OecAB T <0.02 OJ] O.H 0.43 <00001 3A 0.91 4.31 MW� Se �99 2.1 0.043 0.]] O.H 0.30 W.Ot 2.8 0.51 331 Jan-01 1.3 0.024 OA2 <0.05 0]9 <0.00002 0.91 0.056 0.96C r-01 14 0.019 0.65 W.0.5 0.16 �0.00002 12 O.W1 1.91 Au -98 0.05] <0.001 O.O6C <0.005 <O.OD5 <0.00002 0.022 �0.00.5 0.022 DecAB <0.056 <0.002 <0.052 �0.006 �O.00fi <0.006 <OA26 <p.006 NU MW_2 Se A9 0.023 �0.001 0.034 <0.005 <0.005 <0.001 O.O1B 0.003 0.021 JanLt 0.015 <0.005 0.088 <0.005 000]3 N.00002 0.046 0.0001 0.0561 Jan-01 OUPIICATE 0.018 <0.005 0.11 <0.005 0.00]9 N.00002 0.051 0.0095 OOfifi5 r-01 0.051 <0.006 0.1] <005 �0.05 <O.OW03 0.082 0.016 0.096 Au AB <0.0p6 <0001 <0.006 N.00fi 0029 <0.0000Y <0.006 <p.ppfi ND . MW3 � Deu88 �0.005 <0.002fi <0.005 N.0�5 <0.005 �0.00001 <0.005 �0.005 rvp Se A9 �0.001 <0.001 <p.pp� c0.001 <0.001 �0.002 <O.00l <0.002 NO r-01 <0.0�1 <0.005 �0.001 <ppp5 O.00SB �0.00002 �0.001 <0.001 NO Au �88 O.16 <0.01 0.42 0023 0.063 W.000p2 0.51 0.11 O.fi2 MW j Oac-0B i <0.02 021 <0.02 <O.Ol W.00001 0.39 045 0.54 JanUt 0.65 0.013 0.35 <0.05 �0.05 <O.00OU] 024 �0.01 0.24 r-01 OA 0.006 03 <0.05 �0.05 <0.00002 033 0013 0243 !w -0B <.2 W.02 1.4 0.11 0.4 �0.00002 1.3 0.1] 1.i] Dea98 2] <0.02fi 0]1 0.0]] O.Y4 <0.00001 0.63 0.0]5 0]05 Se 9H 2.5 O.00d 0]4 0.061 041 c0.02 0.31 0.0<3 035� MW�S Se 98 2.5 0.044 0]1 0.06) �49 <0.01 0.3 O.00 0.3G Jan-01 22 0.038 0.58 <OAS O48 N.00003 049 OA26 0.Y14 r-01 1.9 0.031 0.5) <005 026 <O.00Op3 024 0035 42]5 r-01 2.1 0.031 0.62 0.052 O.Z9 �0.00002 0.31 0.043 0.353 Au AB <0.008 �0.001 �0.008 W.006 0.022 �0.00001 <0.006 <0.006 ND �'� Au &B <0.005 <p.pp1 <0005 W.005 0.033 <0.00002 <0.005 <0.005 ND Dau98 <0.005 <O.OW5 �0.005 N.00.5 <0.005 <O.00W1 cp.pp5 <0.005 ND Au -0B 33 <OA1 OA 0.38 0.43 <OOOOW OA9 W.01 0.01] �.� Se -88 1.4 0.024 0.015 OOW 0.45 <OD5 0.0Y5 0.002 0.02] Jan-01 1.3 OD24 0.0] 0.008 0.33 <0.00002 0.018 0.0016 0.0196 r-01 1.3 0-023 028 0.061 0.1] N.00002 0.1] 0.0]B OA50 MW� JanOt �0.001 <0.005 <0.001 <0.005 0.011 <O.W002 N.001 �0.001 ND rL1 0.001] <0.005 <0.001 <0.005 0.00I6 N.00002 <0.01 <0.001 ND MW g Jand1 <0.001 <0.005 <0.001 <0.005 0.021 �0.00002 �0.001 <0.001 N� r-01 <0.001 �0.006 <0.001 W.005 0.02 �0.00002 c0.001 <0.001 ND MW-00 �an-01 <0.001 �0.005 �0.001 N.005 0.015 <O.00OOl <0.001 �0.001 ND r-01 0.0019 <0.005 0.0035 N.005 0.011 <0.0000] <O.00Yt 0.0011 ND MW�� Jen-01 <0.001 <0.005 �0001 m.005 0.02] <O.00OOY <0.001 <0.001 ND r-01 W.001 <p.005 <0.001 �0.005 0.01fi0 <0.00002 <0.01 <0.01 0.01 MW�T Jan-01 0.0013 <0.005 0.02 0.009 0.09] <0.0000] 0.0063 0.006 0.0103 d1 a0.01 <0.005 O.OP3 <0.05 0.015 �0.0002 0.01 <0.01 0.01 � MW�13 �an-01 0.026 <0.005 O.Odd <0.005 0.0003 �0.00002 0.0041 O.00N 0.0055 roi o.ois m.00s a.oxa <o.os <o.os <o.00aaz <o.i �o.oi o.i MW.14 Jan-01 12 NA 0.26 OAS 0.25 NA L3 U.e] 24] r01 0.8]0 NA 0210 <0.06 OA40 �O.OW02 O.fi30 0490 0.82 Pa e 4 of 72 9 . - Table 1 � . Summary of Groundwater Analy[ical Results - 1997 to 7998 , Former BP Site No.00856 295 Derby Street Salem,Massachusetts Wel1 ID Date IDB Total Soluble Lead 1,2-Dichlorcethane I (GWCate�orv) Sdr.i led (unJq ' Lead/ue/l) 1u14Y ' (�L/I? . ' �tW-I 10/13/9l NA NA NA NA I i.GU!-=rGbl%-�J 02/10/93 NA NA NA NA I 03/0�/93 NA NA NA YA 12J20/94 NA N.4 VA ifA 12/19/95 NA' NA NA NA 07/13i96 NA N.A NA '.`IA 01/24/97 NA NA NA NA 09/1�i9', NA NA NA N;1 08i'_�/93 N.02 ?00 NA I �50.0 1'_/�_/98 <p.01 NA <�.0 <20 I MW-? 10/13/91 NA I NA �IA i fA - (GW-3) OZ/10/93 NA I i I�, ( ;i.4 I �?. ��iQ_i�).i V,� i ir?. I V:� I �i.'� � ��ril'q� \A �iA � ;v.4 �iA 12;19/9� I NA <3.0 I NA I NA p7/1S/9ti N.a NA I Nd. YA 01/Z i/97 NA NA I N.a NA i 09/I�i9' NA NA N:\ NA � _ I I 03CSr93 N.U3 o.p `+.�. <2.0 12/'_'_'/93 <0.01 NA <�.0 <2.0 �tW-3 10/t3r91 NA NA NA NA (GW-2/G�V-31 02/10/93 N.4 NA NA NA OS/0�/93 NA NA NA NA 12/20/94 NA NA NA NA 12l19/95 NA NA NA NA 07�iSl9F NP. NA NP, vA O l!?l/9 i NA NA NA NA 09/1�/97 NA NA NA NA OS/'�/98 <002 70 NA <I.0 12/'_2/98 <Q01 NA <�.0 QS Page 5 of 12 , , , ' Table 1 Summary of Groundwater Analytical Results 1991 l0 1998 � Former BP Site No.00856 295 Derby Streel Salem,Massachusetts WeIllD Date EDB Total SofubleLzad 1,2-Dichlarceth�cz (GW Cate oryj Sam led fue41 Lead(ucJt) lue/1) (ve9) MW'-3 10/IS/91 NA NA NA ur\ �G`.b'-Z!G W-3) 0?!10/93 NA NA NA Nr\ 0�,'OS/93 NA NA NA NA I2/.'.0/91 NA NA �`A N:� 12!I9/9.i NA NA tiA NA ' 07/IS/96 N.4 NA �lA NA 01!24/9i NA NA N.\ �iA 09/1ii97 N:\ NA NA \1 U8/'_�i9X <O.U'_ ?09q NA <10 I'_;'_'_:9g <p.Ul NA <,,n <�rl �IVc-= li�il>i,'91 NA NA NA YA i(��l"-�i ri?;10/9: NA N:\ NA ti:1 il!t;tl;i9: NA NA NA NA I'_i^_U;9�! N:\ N:1 N.A \'.\ I'_%I')�9� NA Nn NA <; �i-;i�;��, ;�,� vn t�,a v.-� 01!'_1;9- N,\ NA N:a �A �19/i�%9? N:\ N.A NA v.� URl°?rgg �p.0'_ 59 NA <<0 � 12/21/98 �0.01 NA <�.0 <5.0 MW-6 10/18/91 NA NA NA NA (GW-3) OZ/10/93 NA NA NA N,4 08;OS193 NA NA NA NA 12%20i94 NA NA NA NA 12/19�95 NA <3.0 NA NA 07/18�96 NA NA NA NA Ol/24r97 NA NA NA NA 09.�15'97 NA NA NA NA Page 6 of 12 :� . � Table 1 � � Summary of G[oundwater Malytical Results � � 1991 to 1998 � Eormer BP Site No.00856 295 Derby Street Salem,Massachusetts - Well ID , , Dafe ' EDB Total :` ' SolubteLead ', 1,2•Dichlorcettiane (GW Cate o�Y ' Sam ted ;(u¢/q i Lead(u ) (u ` MW-7 10/18/91 NA NA NA NA (GW-2/GW-3) 02/10/93 NA NA NA NA 03/OS/93 NA NA NA NA I2/20/94 NA NA NA NA 12/19/95 NA <3.0 NA NA 07/18/96 NA NA NA NA O V24l97 NA NA . NA NA 09/IS/97 NA NA . NA NA 08/25/93 <0.02 281 NA <10 !2/22/98 NA NA NA NA biCP Method I Risk Charactzrization Standards _. . _ _ _. _ _ . _ _ .... . _ GW Categary '' EDB ` Tota1 Lesd Sptuble Lead :'- 1,2-DictilarcetFiave GW-1 0.02 NS 15 5 GW-2 3 NS NS 20 GW-3 �0,000 NS 30 50,000 Votrs: u&�I - miaogramc per litv NS - no sundvd eusrs for ihis compound a 10 - compound not dzte�ted a[or above the me�hod d<teaion limit EBD• ethylrne dibromide GW - wcll-spec�c\ICP Slethod 1 Risk Chuaaerization NA - not anahzed Groundwattt Category YL - nol locatzd � August&Decemba 1998 dau collected by QST;dau prior to Auguri 1998 wac colleeted by previous consultanu. G W-2,and G W-3 ue the MCP Ale�hod l Groundwate(Standards- J 10 CAIR 40.0974(2). 1,2 dichloroethane analyeed via EPA�felhod 82606.EDB analynd by EPA Me�hod 504. I.ead analyzed via EPA hte�hod 200J. Paga 7 of 12 Table t Summary of Graundwater Anatytical ResWts ` 1991to 7998 . - Former BP Site No.00856 295 Derby Slreet . Salem,Massachusetts ,: ' '. VPFf We0.�1L1 `� Dete , 0cnuno �� Toltiene. '�� Elhylbmicne Xylrnes : Aiiphalics : piiphaGca �I�ivimtice MTAE �. Naphthnkne � (C3W Citc�o�y) 3 : SemP� � I(�B�) .. (�8�) (�8�) . :.NB�? -�� CS-C8 I C9.Cl2, � G9•CIO Cu8l1) �:. -,.(�Bn) _; �' . ' , u u ) u MW-1 10/IS/91 11,000 14000 ?,300 16600 NA NA NA �,gpp Np (G W-2/G W-3) - 02/10/93 9,500 � 1,375 775 S,S75 NA NA Np � �gp Nq OB/OS/93 IQ000 6000 1;)00 12,On0 NA NA NA �,700 NA 12/?0/94 3.700 6f,0 690 5,200 NA NA NA I.IOU NA . . � �� 12/19/95 6,200 8J0 Ir00 Sr00 NA NA NA 97� Np 07/18/96 5000 550 9G0 5,10O NA NA NA 1,300 NA � Ol/24/97 ?,600 270 1.300 3,300 NA . NA NA 310 Np 09/IS/97 2,300 ISO 1,000 s,ann NA NA NA 370 NA O8/25/98°1 2,400 170 1.3011 7.300 - 380 260 5,800 <IUO � qq0 12/22/98°� 2,000 I10 770 4 i10 580 2,300 5.500 430 2(,0 MN/-2 10/IS/91 290 49 480 I,U70 NA NA NA <IUO NA (G W-3) 02/10/93 280 30 350 5?U NA NA NA `10 Nq _ OS/OS/93 360 52 72D 1,700 Nq Nn NA �a� N^ - 12/20/94 36 c5.0 130 270 NA NA NA 7.0 NA � 12/19/95 330 c50 670 470 NA NA NA �<50 NA 07/18/96 230 <50 550 6aU Np Np NA S� nA OlQ4/97 200 <50 510 190 NA NA NA ��p Nn 09/15/97 I50 <50 120 50 NA NA NA 94 NA 08/25/98�9 57 <5.0 64 22 q9p �9 190 <5.0 ?6 12122198'D 2R <5.0 26 13 720 3R0 230 <5.0 10 Page 8 of 12 � Table 1 Summary of Groundwater Analytical ResWts - 1991 to 1998 Former BP Sile No.00856 295 Derby Street - Salem, Massachusetts ; ; _, VPH WeU ID Defe Benzene .-'Colucne � Lihylbenzenc :Xylenrs � �� qliphnties ,� Ahphqpce AromeGcs �At'C➢E Naphtttniate�� ' (QWCatbBory� Sampkd ::(up,�l) ; (ulyl)��:: . C�B�) �� (ug/I) .� .� CS-CS .:. C9-Cl2 C9-CIO - (u&q? �� '. ��j - (u I � 'j � i n-tw-s �onai�i 6io sso i.�un b,�n (GW 3) . NA NA NA ?50 NA 02/10/93 S,0?5 175 775 ?,G00 NA NA NA 900 Nq �, OS/OS/93 3,600 1 ft0 760 ?,I pp NA NA � NA 86� Nn 12/20/94 140 7A 34 51 NA NA NA 13 . NA 12/19/95 4.700 b00 1000 1900 NA NA NA 600 NA 07/iR/96 ?,300 87 C30 890 NA NA NA ?20 NA - Ol24/97 4.500 600 R90 I,inO NA NA NA -:500 Nq 09/IS/97 2,800 88 7?0 GriU NA NA NA ?i0 jqp - 08/25/9am 4roo 110 1.4n0 1,47U '?>Oo lan SnOU JnD pD 12/22/98"� 2,700 '77 71U 7U5 450 3,700 >,6pp ?qo 14n MW-6 10/IS/91 770 63 fiq0 g5q -- (GW3) � N� N� NA 3G0 NA 02/10/93 390 In RO luu NA NA NA )0 NA 08,'OS/93 340 15 99 i.l NA . NA NA IlU NA 12/20/94 440 IR 120 79 NA NA NA GR NA 12/19/95 160 �:50 64 71 NA NA NA 5� NA 07/IS/96 NA NA NA NA 1•Iq Np NA Nq r�n Ol/24/97 47 �5.0 16 g.p Nn Nn NA 19 NA 09/I S/97 1.0 <S(1 <LU :2 U NA NA NA i S NA O8/25/98a� <SA <S.0 ,a5.0 �:S.n :75 <7i QS �, �i.0 12/22/98�n <S.0 <S(1 �=50 ::S.0 �q5 .:�� <?- � :5.0 6.0 Page 9 of 12 � Tabie 7 Summary of Groundwater Analytical Resulls � , 1991to 1998 Former BP Site No.00856 295 Derhy Street . Salem,Massachusetts VPft We11ID 17dtt Benzene �' Tolurne ��-: Llhylbcnzcne �.:Xylrnes , - Ati hntics ' - -... � : p Aliphenea, A.rornatics �-. MTBE.. Naphlfwkno (OWCatc8mY1 . -:: ��P� . ::(�6�) -� (uHn) -..,. (�B�) '.L�8�0 .� CS-CS ' C9-Cl2 �C9.CI9 ' � _ �� ,� � I (��) . ��i I MW-3 10/18/91 Tracc Tracc I 0 � 4.0 Nq � � NA NA <10 —. —I (GW-2/GW-3) N.4 - 02/10/93 <IA <ID 4A <IA NA NA NA <LO tJA . 08/OS/93 c0.? u.R �-OB ::1.7 NA NA NA 1.1 Np ' 1?/20/94 2A �5.0 qA �29 NA NA NA 6.0 11A � 12/19/95 QA <SD <LO =20 NA NA NA <S.0 NA. 07/18/96 <I.0 •;5.0 -=L0 -^_0 NA NA NA .5.p Np ' 01/24/97 4.0 <SD <I(1 �.0 NA NA NA G.0 NA � 09/IS/97 <IA <SA <.i.n �.�.n NA NA NA 5711 Nq 08/25/98�'� 6A <5� <SA <i.0 <�5 :100 QS 29 <5.0 - 12/22/98�� <SA <S(l <SA c5.0 OS QS QS cSA <5.p . MW-0 10/18/91 4.300 G 900 1.700 9,q0U Np . -I (GW-2/GW-3) NA NA Trace NA 02/10/93 d00 100 200 I.ROl7 NA NA NA .100 NA O8/OS/93 3,500 2_00 I�00 7A00 NA NA }Jq �p�� Nn � 12/20/94 I.500 -000 3G0 3,100 NA NA }gq �c�� NA _ I 12/19/95 1.800 <SU�) � 6?0 2�00 NA NA NA ti(�0 NA 07/18/96 2r00 910 820 s.inn NA NA NA 130 NA Ol/24/97 6?0 140 300 ri60 NA NA NA 90 Np . I 09/15/97 650 60 2J0 �luQ NA NA NA 86 NA OR/25/98°' 760 ?3 420 f20 �,900 d,?UO 1.400 " 63 �9p � 12/22/98°> 1.000 �0 210 590 Sdp �,700 - 1,100 �p 210 _ Page 10 of 12 � ---"" Table 1 � Summary of Groundwater Analytical Results � � 199110 7998 Former BP Sile No.00856 295 Derby Street - Salem,Messachuset[s VPH WaIIID Dd(e 8enzeae '�: Toluenc '� Lihylbenzene Xylenes ��,Aliphafics �I phphahcs �>Atometics MTflE I�. Naphthekne .: (OW Cdfe6mY) �amPkd (uB/l) ' (�S�) (ugl4 (up/p (5'-CB C9u C12 C9� C10., (u6t4 ;' (uB') , MW-7 08/OS/93 6,400 310 I,100 3,300 NA NA NA I,500 NA. (G W-2/G W 3) 12/20/94 7,100 270 1;)00 1.3U0 NA NA NA I.100 NA - 12/19/95 2,700 � �500 4U0 320 NA NA NA 600 NA 07/IS/96 4,600 <500 920 52U NA NA NA <500 NA � Ol/24/97 1.600 340 J30 ?,100 NA NA NA 170 NA �. 09/15/97 2.100 <SD 290 ISU NA NA NA 260 NA � 08/2S/98 3,300 36 400 170 ?10 �:50 1,400 430 J4 12/22/98 NA NA NA NA NA NA NA NA NA MCP Melhod l Risk Cherec�erizelion$�nndarJs - � VPH ! (}pJg��d �Benzene ��' Toluene �' Ethylbeoxrne Xylencs �- Ahphatics �' AlipheUcs Arometics M7DF. -: Naphthalene �.� : _: i , . � .: �ug11) �: t�6�) (ugA) ��_.(ug.9) �� CS.CB �.. c�UG12 C9UC10 � b�(+/D � (�B�) ;: : ; ... , ,:: � �;: _ : . .�: .:.: _ .. . - .. .: .,. �. ..: ..._._. �, .... GW-1 5 I,000 700 101100 400 4000 200 �0 . ?U � �� GW-z 2,000 6,000 30p00 6000 I,OUO 1000 5,000 50000 6,000 GW3 7,000 50 000 4 000 50 O00 4,000 20,000 4,000 50,000 6,000 Notes: up/I - miaogrems per liter � q.0 - campound not detecled at or above Ihe mztliod dzteclion limit NA - mtanalyzed � GW - weli-specific A1CP�lelhod 1 Risk Characlerization GrounJwatet Categoq• - BDL- rnmpounds analyted were nol deleeted at or abova tlie melhod deiectiun limit. MTBE- me�hyl tertiary-butyl eNer Augusl&December 1996 Aata coliecled by QST;Jata prior to Augus� 1998 was colle�leJ hy previous consuh;mLs. (1)Sampits were analyzed using Mazsaehusetls approved volatile petroleum hydrocarbon(VPII)metl�oik. GW2,and GWd are the�1CP Method 1 Groundwa�er Standards-710 CMR 40.0)74(2) _ Page 17 of 72 y � . w I - Ta41e 1 - . � � - � � � � � . - SummarybfGroundwaterAnalyticafResults � � - -1991 tu 1988� � � � � Former BP Site No.�00856 - - 295Derby Street - . Salem,Massachusetts - EPH '; P.AHTarget9naiytes; GVeil Il7 ; Date A1�pLs[3cs.! heticc Aromancs 2-meth 1 Naphtha(c�e 9 ce (GWCateBotY) Sampled C9 CI8 , CI -C36 Ct0 GZZ naphthalene ' (�) � � : � .: , u ) _ u � � MW-1 08/25/98 <200 300 Q00 22 Z6 (GW-2/GW-3) 12/22/98 Q00 400 tL00 I9 38 y(W-2 08/25/98 Q00 Q00 Q00 <IO <l0 (GW-3) 12/22/93 Q00 Q00 Q00 <10 <(0 MW-3 OS/25/93 <?00 <200 Q00 <10 <�p (GW-2/GW-3) 12/22/93 ��00 1,200 �L00 <10 <10 ti�--� 03/2S/93 Q00 I,Z00 300 10 Z? (G W-?/G W-3) i 12/22/98 Q00 600 500 12 �6 ( NiWS 08/25/93 <�00 Q00 t100 <10 10 (G�V-3) 12/^_2/93 <<pg 1.000 <200 <Ip <10 � tiN+'-6 03/2�i98 Q00 Q00 �00 <10 <l0 (G'+V-�) l?/22193 QUO <'?00 Q00 <;0 <l0 I titV✓-7 03/25/93 C00 Q00 t`00 <10 <l0 (G W-2/G W-3) l Z/22i98 NA NA NA NA NA � MCP Ntethed 1 Risk Characterization Standards EPH ': P�tF-i Target Anatytes /�hs[ics Aliphatics; Arumarics 2-me,i6� pI Napbthal�e GW C9-C18 Cl4-C36 i C10-C2Z nsphthelene (up�1) CateBmy ,(� (u8n1 : (�Bn1:: E�) `.....:: GW-I 4,000 5,000 200 10 20 GW2 1,000 NS 50,000 10,000 6,000 GW-3 20,000 20,000 30,000 3,000 6,000 Voea: �� - microgr.unsper�iter < 0 • compound not delected at ar nbove Ihe method dettttion limit GW - well-ryecific MCP Methaf 1 Risk Charu,mzation Gfoundwater Category NS - no stv�dvd exists for this campound NA- no[anal}zcd " Auquyt&December t998 daL�mllMed by QST:dala prior to August I998 wlle�ted 6v prcvious concultv�Ls. G W-Z,and GW-3 are�he 6fCP�ftlhod!Crtoundwatn Sundar&•3I0 CNR 40.097(2}. Samples analvzed via approvcd Nacvachuxttc method for exVa�Yable peVoleum hydroevhons(EPF�. No o�her PAF1(polyryclic uomatic hydrocarbons)wmpaunds were deteaed Page 12 of 12 , Table 2 , Summary of Groundwater Analytical Results -Monitored Natural Attenuation Parameters 2 January and April 2001 Former BP Site No.00856 295 Derby Street Salem, Massachusetts NO3 NO2 Well ID Date Nitrate Nitrite Sulphate Ferrous Iron DO Alkalinity Chloride Manganese Methane mg/L mg/L mg/L m /L pm mg/L mg/L m /L µg/L MW-1 Jan-01 0 0 0 6 5 400 20.8 1.1 4200 Apr-01 0 0 75 5 6 300 12.8 0.71 3780 MW-2 Jan-01 NM NM NM 3.1 NM NM NM NM NM Apr-01 NM NM NM 4 NM NM NM NM NM MW3 Jan-01 NM NM NM NM NM NM NM NM NM A r-01 NM NM NM 5 NM NM NM NM NM MW-4 Jan-01 NM NM NM 6 NM NM NM NM NM Apr-01 NM NM NM 7 NM NM NM NM NM MW-5 Jan-01 0 0 <50 7.2 1.5 500 >400 2.5 9800 Apr-01 0 0 50 6 3 260 48 2.15 7400 MW-7 Jan-01 0 0 <50 4 5 540 >400 1.6 7400 Apr-01 0 0 150 9 3 520 54.4 2.1 7300 MW-8 Jan-01 0 0 >200 0 1.5 260 >400 0.673 2000 Apr-01 13.2 0 200 1 3 180 40 0.49 1200 MW-9 Jan-01 NM NM NM 5.5 NM NM NM NM NM A r-01 NM NM NM 3.4 NM NM NM NM NM MW-10 Jan-01 0 0 70 2 2 400 72 0.628 3400 Apr-01 0 0 70 7.4 1 400 27.2 2.4 6000 MW-11 Jan-01 0 0 >200 0 1.5 580 >400 0.092 100 Apr-01 0 0 200 0.5 1 460 32 0.067 30 MW-12 Jan-01 39.6 0 >200 1 <1 1220 1.6 0.077 750 A r-01 17.6 0 200 0 <1 2000 1.6 0.16 370 MW-13 Jan-01 NM NM NM 3.2 NM NM NM NM NM Apr-01 NM NM NM 2.5 NM NM NM NM NM MW-14 Jan-01 NM NM NM NM NM NM NM NM NM A r-01 NM NM NM 4 NM NM NM NM NM NM- Not Measured Duplicate samples for Manganese and Methane anlysis were collected at MW-5 for the April 2001 sampling round.The average value is reported in this table. 1 of 1 «, c �. h Altachment A Evaluation of Feasibility of Achieving Background Former BP Site No.00856 295 Derby Street,Salam Massachusetts RTN 3-3206 i Table 3 ' � Preliminary Cost Estimata-ASISVE System Item Units Unit Cost No.Units Total Cost Design and Installation ' 14 Soil vapor ext2clion/air sparging tesiing 14.1.3 Conduct sparge test w/SVE test w/air emissions treatment NTE 4035 1 $4,035 i6 Remedial Adion Plans 16.3 Bid Specifcation Preparation time NTE 3001 1 $3,001 16.4 Remedy Implementation Plan EA 3000 1 $3,000 16.5 As-built Constmction Report EA 1000 1 $1,000 16.6 Final Inspection Report EA 1400 1 $1,400 17 Remediation Permitting 17.1.5 Building permit EA 400 1 $400 17.1.7 Wetlands approval EA 2400 7 $2,400 77.1.9 Electrical permit EA 200 7 $200 18 Trenching and installation of underground piping and equip area 18.1 Project disciplines cost(oversight) day 1000 12 $12,000 18.4.2 Trenching,2 ft wide,min 36"deep LF 20 500 $10,000 18.4.32 Asphalt patch SF 2 1000 $2,000 18.4.37 Well graded backNl,delivered ton 11 56 $616 18.52.1 Piping to AS wells,installed LF 2.61 400 $1,044 18.52.4 SVE piping,installed LF 7.94 400 $3,176 78.7.7 Shed for equipment EA 8380 1 $8,380 187.11.1.4 Concreteslab SF 4 250 $1,000 Waste disposal(e.g.,removed pavement) ton 60 56 $3,360 19 Instailation o(air sparging wells 19.1.1 Equipmenlmobilizationldemobilization� EA 300 1 $300 • 192.1 Installation of wells,project disciplines(oversight) day 1000 3 $3,000 19.3.1.1 Installation of wells FT 30 150 $4,500 19.6.1 Well heatl make up well t00 15 $1,500 20.1 Installation of utilities for remediation systems LS <2001 $2,001 22 Purchase and installation of surface componenis of remediation systems 22.12.12.3 Extrection blower w/knock out tank,installed NTE 4700 1 $4,700 22.1.3.4 Vapor phase carbon vessel,0-1000 cfm air flow NTE 4750 1 $4,750 22.1.8.5 Air compressor for air sparging system NTE 3500 1 $3,500 Su6tofal,capital costs $81,263 Continqency(20%J $16,253 Estimatetlfotal,capital costs $98,000 23 Annual Operation and Maintenance 23.2 Utilities atcost 7500 esG $1,500 23.3 Repair of SVE system,per year NTE/Event 3001 1 , 23.5.1.1 SVE O&M visit 150 24 $3,600 23.5.1.1.1 Vapor phase rarbon O&M visit 40 24 $960 23.5.1.12 Carbon replacement LB 2.75 2000 $5,500 � 23.6.1.1 General 08M tasks for air sparging system visit 120 24 $2,880 � Groundwater sampling labor plus VPH analysis EA 250 20 $5,000 23.8.7.1 Report on system operations NTE 1500 1 $1,500 Su6total,annnualOSM $20,940 Confingency(20%J $4,188 Estimafed total,annual 08M 525,000 Estimated cost for 3 years of 08M $75,000 Note:W here item number is provided,unit costs are from Underground Storage Tank Petroleum Product Cleanup Fund Reimbursement Fee Schedule Policy,503 CMR 2.00,Appendix 3. Other costs based on professional judgement. NTE=Not lo Exceed FT=Foot EA=Each LS=Lump Sum LF=Linear Fool LB=pound SF=Square Foot 12I10/01 C ' - -�• - � ='-1 � — —. Y �v :`;' . . . � � - ... � i .,,i � ' . _ i � ,� �' �� o�=a��E� SEDER S� CHANDLER �' " "" ^ � , � SAMUEI SEDER SAUL A. SEDER ' ' � ' " - 119iB-196<I PHiuv a wneneoo.dR. F�TTORNEYS AT LAW �:1-�-.. ,,, , .� _ . _ ' �, — HAROLD SEDER BURTON CHANDLER BURNSIDE BUILDING �I934-IBBBI J. ROBEFT SEOER 4 — DARRAGN K. ItASAKOFF 339 MAIN STREET ' TELEPNONE MARvw 5. SLLVER.RG WORGESTER,MASSACHUSETTS 016 0 8-15 8 5 �SOBI �5�J�2I ROBERT S. A�LER NEVIN C. MCGEE FACSIMILES PAUL d O'RIORDAN � � I50B1 J96-IB63 JEiFRET P. OqEENBERG . . 15001 831-0955 TO�O RODMAN � �] ^ CHFISTIAN ADAMIAK .May JO� �oOL VIA FEDERAL EXPRESS �/j (�., � p p�v Secretary Bob Durand �� Executive Office of Environmental Affairs ATTN: MEPA O�ce 251 Causeway Street, Suite 900 Bosto�, MA 02114 RE: ENF -Amerada Hess Corporation (295 Derby Street, Salem, MA) Dear Mr. Secretary: Enclosed herewith, please find an Environmental Notification Form filed on behalf of Amerada Hess Corporation for proposed improvements to its gasoline filling station at 295 Derby Street, Salem, Massachusetts. I have also enclosed the following: 1. One additionai copy of the ENF; 2. One additional copy of the first three pages of the ENF; 3. One original USGS Map; 4. ENF Distribution List; 5. Site Pians consisting of a site plan dated August 14, 2001, last revised May 8, 2002; and topographic survey dated January 22, 2001 and certified on August 13, 2001. II have this day sent copies of the ENF and map to the agencies shown on the distribution list. Kindly contact me should you have any questions or require any further i�formation regarding this project. ,Ve.�y tFUly yours, X y( �/,'� _j' ; �� fPhilip C. Lombardo, Jr. PCUcrI Enclosures cc: ENF Distribution List (by federal express) „... For Ojfice Use Only Commonwealth of Massachusetts Execurive Ojfice ojEnvironmental Ajjairs Executive Office of Environmental Affairs � MEPA Office EOEA No.: E N F Environmental MEPAAnalyst: Phone: 617-626- Notification Form The information requested on this form must be completed to begin MEPA Review in accordance with the provisions of the Massachusetts Environmental Policy Act, 301 CMR 11.00. Project Name: Amerada Hess Corporation Gasoline Station Improvements Street: 295 Derby Street Municipality: Salem Watershed: North Coastal Universal Tranverse Mercator Coordinates: latitude: 42.5197871 Longitude: -70.892184 Estimated commencement date: July 2003 Estimated completion date:september 2003 Approximate cost: 500 000 Status of project design: gg %complete PropOnent: Amerada Hess Corporation Street: One Hess Plaza Municipality: Woodbridge State: NJ Zip Code: 07095 Name of Contact Person From Whom Copies of this ENF May Be Obtained: Philip C. Lombardo, Jr. , Esquire Firm/Agency: Seder & Chandler Street: 339 Main Street ' Municipality: Worcester State: �1 Zip Code: 01608 Phone: (508) 757-7721 Fax: (508) 831-0955 E-mail: pclombardo@sederla com Does this project meet or exceed a mandatory EIR threshold (see 301 CMR 11.03�� Yes �No Has this project been filed with MEPA before? ❑Yes (EOEA No. ) �No Has any project on this site been filed with MEPA before? ❑Yes (EOEA No. ) �No Is this an Expanded ENF (see soi cnnR ii.oa�») requesting: a Single EIR? (see 30t CMR 11.06(8)� �Yes �No a Special Review Procedure? (see 301CMR 11.09� �Yes �No a Waiver of mandatory EIR? (see 301 CMR 71.71� ❑Yes �No a Phase I Waiver? (see 301 CMR 11.11� ❑Yes �No Identify any financial assistance or land transfer from an agency of the Commonwealth, including the agency name and the amount of funding or land area (in acres): None Are you requesting coordinated review with any other federal, state, regional, or local agency? ❑Yes(Specify ) �No List Local or Federal Permits and Approvals: 1) ZBA Variances and Special Permit; 2) Planning Board Special Permit; 3) Salem Redevelopment Desi� Review; 4) Conservation Commission Order of Conditions Revised 10/99 Comment period is limited. For information call 617-626-1020 Which ENF or EIR review threshoid(s) does the project meet or exceed (see 301 CMR 11.03�: ❑ Land ❑ Rare Species � Wetlands, Waterways, & Tidelands ❑ Water ❑ Wastewater ❑ Transportation ❑ Energy � Air � Solid & Hazardous Waste ❑ ACEC ❑ Regulations ❑ Historical & Archaeological Resources Summary of Project Size Existing Change Total State Permits & & Environmental Impacts Approvals � � � Order of Conditions Total site acreage 0.40 ❑ Superseding Order of Conditions New acres of land altered 0 ❑ Chapter 91 License Acres of impervious area 0.21 0.10 0.31 ❑ 401 Water Quality Certification Square feet of new bordering � MHD or MDC Access vegetated wetlands alteratio� � Permit Square feet of new other ❑ Water Management wetland alteration 0 Act Permit Acres of new non-water ❑ New Source Approval dependent use of tidelands or ❑ DEP or MWRA waterways � Sewer Connection/ Extension Permit ' ' ❑ Other Permits Grosssquarefootage 610 1,050 1,660 ��ncludingLegislative � Approvals) - Specify: Number of housing units _ _ _ Maximum height (in feet) lg - 18 • � •� ' � � Vehicle trips per day 652 650 1,302 Parking spaces g 5 $ . � � , . Gallons/day (GPD) of water use 300 83 383 GPD water withdrawal N/A N/A N/A GPD wastewater generation/ 300 83 383 treatment Length of water/sewer mains N/A N/A N/A (in miles) CONSERVATION LAND: Will the project involve the conversion of public parkland or other Article 97 public natural resources to any purpose not in accordance with Article 977 ❑Yes (Specify ) �No Will it involve the release of any conservation restriction, preservation restriction, agricultural preservation restriction, or watershed preservation restriction? DYes (Specify ) �No -2- RARE SPECIES: Does the project site include Estimated Habitat of Rare Species, Vernal Pools, Priority Sites of Rare Species, or Exemplary Natural Communities? �Yes (Specify ) �No HISTORICAL/ARCHAEOLOGICAL RESOURCES: Does the project site include any structure, site or district listed in the State Re ister of Historic Place or the invento of Historic and Archaeolo ical Assets of the Commonwealth7 9 �Y 9 ❑Yes (Specify ) �No If yes, does the project involve any demolition or destruction of any listed or inventoried historic or archaeological resources? ❑Yes (Specify ) �No AREAS OF CRITICAL ENVIRONMENTAL CONCERN: Is the project in or adjacent to an Area of Critical , Environmental Concern? ❑Yes(Specify ) �No PROJECT DESCRIPTION: The project description should include (a) a description of the project site, (b) a description of both on-site and off-site alternatives and the impacts associated with each alternative, and (c) potential on-site and off-site mitigation measures for each alternative (You may attach one additional page, if necessary.) (a) Project site consists of a 17,603 square feet developed parcel adjacent to South River in Salem, Massachusetts. The site is owned and operated by Amerada Hess Corporation (Hess) as a gasoline fueling station with a retail sales kiosk. There are three underground fuel storage tanks and two fuel dispensers on the site. Hess proposes to replace the fuel dispenser with four new dispensers. The fuel tanks will remain the same. A new 1,660 s.f. convenience store is proposed to replace the existing kiosk. (b) This IIVF is required because the project is located in former tidelands subject I to M.G.L. c. 91. It is believed that the entire site is located within former tidelands and thus no on-site alternative exists for locating improvements outside of this area. There are no off-site alternatives available with respect to this project. (c) Hess proposes to implement on-site mitigation measures such as: elimination of stormwater runoff to street and underground treatment of same; extensive landscaping and public access to the South River via a new walkway from Derby Street with a walkway along the South River as well as benches for public use. Other mitigation measures will be discussed in the context of the Chapter 91 license procedures as Hess intends to meet the requirements of DEP regulations promulgated thereunder as well as the Salem Harbor Plan which includes properties along the South River. -3- LAND SECTION — all proponents must fili out this section I. Thresholds/Permits A. Does the project meet or exceed any review thresholds related to land (see 301 CMR 11.03(1) _Yes _No; if yes, specify each threshold: II. Impacts and Permits A. Describe, in acres, the current and proposed character of the project site, as follows: Existinq Chanqe Total Footprint of buildings 0.014 0.024 0.038 Roadways, parking, and other paved areas 0.19 0.08 0.27 Other altered areas (describe) * 0.20 0.10 0.10 Undeveloped areas * Degraded gravel area to be landscaped B. Has any part of the project site been in active agricultural use in the last three years? _Yes �No; if yes, how many acres of land in agricultural use (with agricultural soils)will be converted to nonagricultural use? C. Is a�y part of the project site currently or proposed to be in active forestry use? Yes �No; if yes, please describe current and proposed forestry activities and indicate whether any part of the site is the subject of a DEM-approved forest management plan: D. Does any part of the project involve conversion of land held for natural resources purposes in accordance with Article 97 of the Amendments to the Constitution of the Commonwealth to any purpose not in accordance with Article 97?_Yes �No; if yes, describe: E. Is any part of the project site currently subject to a conservation restriction, preservation restriction, agricultural preservation restriction or watershed preservation restriction? Yes � No; if yes, does the project involve the release or modification of such restriction? _Yes � No; if yes, describe: F. Does the project require approval of a new urban redevelopment project or a fundamental change in an existing urban redevelopment project under M.G.L.c.121A? _Yes �No; if yes, describe: G. Does the project require approval of a new urban renewal plan or a major modification of an existing urban renewal plan under M.G.L.c.121B?Yes _No �; if yes, describe: H. Describe the projecYs stormwater impacts and, if applicable, measures that the project will take to comply with the standards found in DEP's Stormwater Management Policy: I. Is the project site currently being regulated under M.G.L.c21E or the Massachusetts Contingency Plan? Yes _No �; if yes, what is the Release Tracking Number(RTN)? J. If the project is site is within the Chicopee or Nashua watershed, is it within the Quabbin, Ware, or Wachusett subwatershed? Yes �No; if yes, is the project site subject to regulation under the Watershed Protection Act?_Yes �( No K. Describe the projecYs other impacts on land: N/A_ -4- III.. Consistency A. Identify the current municipal comprehensive land use plan and the open space plan and describe the consistency of the project and its impacts with that plan(s): N/A B. Identify the current Regional Policy Plan of the applicable Regional Planning Agency and describe the consistency of the project and its impacts with that pian: N/A C. WiII the project require any approvals under the local zoning by-law or ordinance (i.e. text or map amendment, special permit, or variance)? Yes �No _; if yes, describe: Zoning Board of Appeals Permit and Variance, Planning Board Special Permit D. Will the project require local site plan or project impact review? _Yes X No; if yes, describe: RARE SPECIES SECTION I. Thresholds/ Permits A. Will the project meet or exceed any review thresholds related to rere species or habitat(see 301 CMR 11.03(2))7 _Yes �( No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to rare species or habitat? _Yes Z( No G If you answered"No"to both questions A and B, proceed to the Wetlands,Waterways, and Tidelands Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Rare Species section below. II. Impacts and Permits A. Does the project site fall within Priority or Estimated Habitat in the current Massachusetts Natural Heritage Atlas (attach relevant page)? _Yes No. If yes, 1. Which rare species are known to occur within the Priority or Estimated Habitat(contact: Environmental Review, Natural Heritage and Endangered Species Program, Route 135, Westborough, MA 01581, allowing 30 days for receipt of information): 2. Have you surveyed the site for rare species? _Yes_No; if yes, please include the ' results of your survey. 3. If your project is within Estimated Habitat, have you filed a Notice of Intent or received an Order of Conditions for this project? _Yes No; if yes, did you send a copy of the Notice of Intent to the Natural Heritage and Endangered Species Program, in accordance with the Wetlands Protection Act regulations? _Yes_No B. Will the project"take" an endangered, threatened, and/or species of special concern in accordance with M.G.L. c.131A(see also 321 CMR 10.04)? �Yes _No; if yes, describe: C. Will the project alter"significant habitaY'as designated by the Massachusetts Division of Fisheries and Wildlife in accordance with M.G.L. c.131A(see also 321 CMR 10.30)? _Yes _No; if yes, describe: D. Describe the projecYs other impacts on rare species including indirect impacts (for example, stormwater runoff into a wetland known to contain rare species or lighting impacts on rare moth habitat): -5- WETLANDS. WATERWAYS, AND TIDELANDS SECTION I. Thresholds/Permits A. W II the project meet or exceed any review thresholds related to wetlands,waterways, and tidelands (see 301 CMR 11.03(3))? �Yes No; if yes, specify, in quantitative terms: Project is located on 0.40 acre of filled tidelands , B. Does the project require an state permits(or a local Order of Conditions) related to wetlands, waterways, or tidelands? �Yes No; if yes, specify which permit: Conservation Cormnission Order of Conditions and ACOE Chapter 91 license C. If you answered "No"to both questions A and B, proceed to the Water Supply Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Wetlands, Waterways, and Tidelands Section below. II. Wetlands Impacts and Permits A. Describe any wetland resource areas currently existing on the project site and indicate them on the site plan: �e project site is adjacent to the South River B. Estimate the extent and type of impact that the project will have on wetland resources, and indicate whether the impacts are temporary or permanent: Coastai Wet�ands Area(in square feet) or Lenqth (in linear feet) Land Underthe Ocean None Designated Port Areas " Coastal Beaches Coastal Dunes " Barrier Beaches " Coastal Banks " Rocky Intertidal Shores " Salt Marshes Land Under Salt Ponds " Land Containing Shelifish Fish Runs Land Subject to Coastal Storm Flowage " Inland Wetlands Bank None Bordering Vegetated Wetlands " Land under Water " Isolated Land Subject to Flooding " Bordering Land Subject to Flooding No additional impact Riverfront Area C. Is any part of the project 1. a limited project? _Yes �No ' 2. the construction or aiteration of a dam? Yes �No; if yes, describe: 3. fill or structure in a velocity zone or regulatory floodway? �Yes No 4. dredging or disposal of dredged material? Yes �No; if yes, describe the voiume of dredged material and the proposed disposal site: 5. a discharge to Outstanding Resource Waters? Yes �No 6. subject to a wetlands restriction order? _Yes �No; if yes, identify the area (in square feet): -6- D. Does the project require a new or amended Order of Conditions under the Wetlands Protection Act(M.G.L. c.131A)�Yes No; if yes, has a Notice of Intent been filed or a local Order of Conditions issued? Yes No; if yes, list the date and DEP file number: 5/15/02 Was the Order of Conditions appealed? _Yes _No. WII the project require a variance from the Wetlands regulations?_Yes �No. E. Will the project: 1. be subject to a local wetlands ordinance or bylaw? �Yes No 2. alter any federally-protected wetlands not regulated under state or local law? _Yes �No; if yes, what is the area (in s.f.)? F. Describe the projecYs other impacts on wetlands (including new shading of wetland areas or removal of tree canopy from forested wetlands): None Iil. Waterways and Tidelands Impacts and Permits A. Is any part of the project site waterways or tidelands (including filled former tidelands)that are subject to the Waterways Act, M.G.L.c.91? �. Yes No; if yes, is there a current Chapter 91 license or permit affecting the project site? _Yes �No; if yes, list the date and number: B. Does the project require a new or modified license under M.G.L.c.91? �Yes No; Iif yes, how many acres of the project site subject to M.G.L.a91 will be for non-water dependent use? Current �•4 Change � Total 0.4 C. Is any part of the project 1. a roadway, bridge, or utility line to or on a barrier beach? _Yes �( No; if yes, describe: 2. dredging or disposal of dredged material? _Yes �No; if yes, volume of dredged material 3. a solid fill, pile-supported, or bottom-anchored structure in flowed tidelands or other waterways? _Yes �No; if yes, what is t�]e base area� 4. within a Designated Port Area? _Yes 1�No D. Describe the projecYs other impacts on waterways and tidelands: None IV. Consistency: A. Is the project located within the Coastal Zone? Yes �( No; if yes, describe the projecYs consistency with policies of the Office of Coastal Zone Management: � B. Is the project located within an area subject to a Municipal Harbor Plan? �. Yes _No; if yes, identify the Municipal Harbor Plan and describe the projecPs consistency with that plan: WATER SUPPLY SECTION , I. Thresholds/ Permits I A. Will the project me t or exceed any review thresholds related to water supply (see 301 CMR 11.03(4))? _Yes �No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to water supply? _Yes �No; if yes, specify which permit: C. If you answered"No"to both questions A and B, proceed to the Wastewater Section. If you answered "Yes" to either question A or question B, fill out the remainder of the Water Supply Section below. _�_ 11. Impacts and Permits A. Describe, in gallons/day, the volume and source of water use for existing and proposed activities at the project site: Existinq Chanqe Total Withdrawal from groundwater Withdrawal from surface water Interbasin transfer Municipal or regional water supply B. If the source is a municipal or regional supply, has the municipality or region indicated that there is adequate capacity in the system to accommodate the project?_Yes _No C. If the project involves a new or expanded withdrawal from a groundwater or surface water source, 1. have you submitted a permit application7 _Yes No; if yes, attach the application 2. have you conducted a pump test? _Yes _No; if yes, attach the pump test report D. What is the currently permitted withdrawal at the proposed water supply source (in galionslday)? Will the project require an increase in that withdrawal? Yes No E. Does the project site currently contain a water supply well, a drinking water treatment facility, water main, or other water supply facility, or will the project involve construction of a new facility? _ Yes _No. If yes, describe existing and proposed water supply facilities at the project site: Existinq Chanqe Total Water supply well(s) (capacity, in gpd) Drinking water treatment plant(capacity, in gpd) Water mains (length, in miles) F. If the project involves any interbasin transfer of water, which basins are involved, what is the direction of the transfer, and is the interbasin transfer existing or proposed7 G. Does the project involve 1. new water service by a state agency to a municipality or water district? _Yes No 2. a Watershed Protection Act variance? _Yes _No; if yes, how many acres of alteration? 3. a non-bridged stream crossing 1,000 or less feet upstream of a public surface drinking water supply for purpose of forest harvesting activities? _Yes _No ' H. Describe the projecYs other impacts (including indirect impacts) on water resources, quality, facilities and services: ' i III. Consistency -- Describe the projecYs consistency with water conservation plans or other plans to ' enhance water resources, quality, facilities and services: WASTEWATER SECTION I. Thresholds/Permits A. Will the project meet or exceed any review thresholds related to wastewater(see 301 CMR 11.03(5))? _Yes �No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to wastewater? _Yes �No; if yes, specify which permit: -g- C. If you answered "No"to both questions A and B, proceed to the Transportation --Traffic Generetion Section. If you answered"Yes"to either question A or question B, fill out the remainder of the Wastewater Section below. II. Impacts and Permits A. Describe, in gallons/day, the volume and disposai of wastewater generation for existing and proposed activities at the project site (calculate according to 310 CMR 15.00): Existing Chanqe Total = Discharge to groundwater(Title 5) Discharge to groundwater(non-Title 5) Discharge to outstanding resource water Discharge to surface water Municipal or regional wastewater facility TOTAL B. Is there sufficient capacity in the existing collection system to accommodate the project? _Yes _No; if no, describe where capacity will be found: C. Is there sufficient existing capacity at the proposed wastewater disposal facility?_Yes _No; if no, describe how capacity will be increased: D. Does the project site currently contain a wastewater treatment facility, sewer main, or other wastewater disposal facility, or will the project involve construction of a new facility? _Yes _ No. If yes, describe as follows: Existinq Chanqe Total Wastewater treatment plant(capacity, in gpd) Sewer mains(length, in miles) Title 5 systems (capacity, in gpd) E. If the project involves any interbasin transfer of wastewater, which basins are involved, what is the direction of the transfer, and is the interbasin transfer existing or proposed? F. Does the project involve new sewer service by an Agency of the Commonwealth to a municipality or sewer district? Yes No G. Is there any current or proposed facility at the project site for the storage, treatment, processing, combustion or disposal of sewage sludge, sludge ash, grit, screenings, or other sewage residual . materials? _Yes _ No; if yes, what is the capacity (in tons per day): Existinq Chanqe Total Storage Treatment, processing Combustion Disposal H. Describe the project's other impacts(including indirect impacts) on wastewater generation and treatment facilities: -9- III. Consistency -- Describe measures that the proponent will take to comply with federal, state, regional, and local plans and policies related to wastewater management: A. If the project requires a sewer extension permit, is that extension included in a comprehensive wastewater management plan? _Yes No; if yes, indicate the EOEA number for the plan and describe the relationship of the project to the plan TRANSPORTATION -- TRAFFIC GENERATION SECTION I. Thresholds/ Permits A. Will the project meet or exceed any review thresholds reiated to traffic generetion (see 301 CMR 11.03(6))? _Yes �No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to state-controlled roadways? _Yes �No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Roadways and Other Transportation Facilities Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Traffic Generation Section below. II. Treffic Impacts and Permits A. Describe existing and proposed vehicular tra�c generated by activities at the project site: Existinq Chanqe Total Number of parking spaces Number of vehicle trips per day ITE Land Use Code(s): B. What is the estimated average daily traffic on roadways serving the site? Roadwav Existinp Chanqe Totai 1. I 2. 3. I C. Describe how the project will affect transit, pedestrian and bicycle transportation facilities and services: I III. Consistency-- Describe measures that the proponent will take to comply with municipal, regional, state, and federal plans and policies related to traffic, transit, pedestrian and bicycie transportation facilities and services: ROADWAYS AND OTHER TRANSPORTATION FACILITIES SECTION I. Thresholds A. Will the project meet or exceed any review thresholds relate to roadways or other transportation facilities (see 301 CMR 11.03(6))? _Yes �No; if yes, specify, in quantitative terms: B. Does the project re uire any state permits related to roadways or other trensportation facilities? _Yes �No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Energy Section. If you answered "Yes"to either question A or question B, fili out the remainder of the Roadways Section below. - ]0- II. Transportation Facility Impacts A. Describe existing and proposed transportation facilities at the project site: Existing Chanqe Total Length (in linear feet) of new or widened roadway Width (in feet) of new orwidened roadway Other transportation facilities: B. W II the project involve any 1. Alteration of bank or terrain (in linear feet)? 2. Cutting of living public shade trees (number)? 3. Elimination of stone wall (in linear feet)? Iii. Consistency -- Describe the projecPs consistency with other federal, state, regional, and local plans and policies related to traffic, transit, pedestrian and bicycle transportation facilities and services, including consistency with the applicable regional transportation plan and the Transportation Improvements Plan (TIP), the State Bicycle Plan, and the State Pedestrian Plan: ENERGY SECTION I. Thresholds I Permits A. WiII the project meet or exceed any review thresholds related to energy (see 301 CMR 11.03(7))? _Yes )( No; if yes, speciTy, in quantitative terms: B. Does the project require any state permits related to energy? _Yes �No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Air Quality Section. If you answered "Yes" to either question A or question B, fill out the remainder of the Energy Section below. II. Impacts and Permits A. Describe existing and proposed energy generation and transmission facilities at the project site: Existinq Chanqe Total Capacity of electric generating facility (megawatts) Length of fuel line (in miles) Length of transmission lines (in miles) Capacity of transmission lines (in kilovolts) B. If the project involves construction or expansion of an electric generating facility, what are 1. the facility's current and proposed fuei source(s)? 2. the facility's current and proposed cooling source(s)? C. If the project involves construction of an electricai transmission line, will it be located on a new, unused, or abandoned right of way?_Yes _No; if yes, please describe: D. Describe the projecYs other impacts on energy facilities and services: III. Consistency -- Describe the projecPs consistency with state, municipal, regional, and federal plans and policies for enhancing energy facilities and services: _ �� _ AIR QUALITY SECTION �, I. Thresholds A. Will the project meet or exceed any review thresholds related to air quality (see 301 CMR 11.03(8))? _Yes �No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to air quality? _Yes �No; if yes, specify which permit: C. If you answered"No"to both questions A and B, proceed to the Solid and Hazardous Waste � Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Air I Quality Section below. ' 11. Impacts and Permits A. Does the project involve construction or modification of a major stationary source (see 310 CMR ' 7.00, Appendix A)?_Yes _No; if yes, describe existing and proposed emissions (in tons per � day) of: Existinv Chanqe Total II Particulate matter Carbon monoxide Sulfur dioxide Volatile organic compounds Oxides of nitrogen Lead Any hazardous air pollutant Carbon dioxide B. Describe the projecPs other impacts on air resources and air quality, including noise impacts: III. Consistency A. Describe the projecYs consistency with the State Implementation Plan: B. Describe measures that the proponent will take to comply with other federal, state, regional, and local plans and policies related to air resources and air quality: SOLID AND HAZARDOUS WASTE SECTION I. Thresholds/ Permits A. Will the project meet or exceed any review thresholds related to solid or hazardous waste (see 301 CMR 11.03(9))? _Yes �No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to solid and hazardous waste? _Yes � No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Historical and Archaeological Resources Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Solid and Hazardous Waste Section below. _ �2_ II. Impacts and Permits A. Is there any current or proposed facility at the project site for the storage, treatment, processing, combustion or disposal of solid waste?_Yes _No; if yes, what is the volume (in tons per day) of the capacity: Existinq Chanqe Total Storage Treatment, processing Combustion Disposal B. Is there any current or proposed facility at the project site for the storage, recycling, treatment or disposal of hazardous waste?_Yes _No; if yes, what is the volume (in tons or gallons per day) of the capacity: Existinq Chanqe Total Storage Recycling Treatment Disposal C. If the project will generate solid waste (for example, during demolition or construction), describe alternatives considered for re-use, recycling, and disposal: D. If the project involves demolition, do any buildings to be demolished contain asbestos? _Yes _No E. Describe the projecPs other solid and hazardous waste impacts (including indirect impacts): III. Consistency--Describe measures that the proponent will take to comply with the State Solid Waste Master Plan: HISTORICAL AND ARCHAEOLOGICAL RESOURCES SECTION I. Thresholds I Impacts A. Is any part of the project site a historic structure, or a structure within a historic district, in either case listed in the State Register of Historic Places or the Inventory of Historic and Archaeological Assets of the Commonwealth? Yes �,No; if yes, does the project involve the demolition of all or any exterior part of such historic structure? _Yes �No; if yes, please describe: B. Is any part of the project site an archaeological site listed in the State Register of Historic Places or the Inventory of Historic and Archaeological Assets of the Commonwealth? Yes No; if yes, does the project involve the destruction of all or any part of such archaeological site? _Yes _No; if yes, piease describe: C. If you answered "No"to all parts of both questions A and B, proceed to the Attachments and Certifications Sections. If you answered"Yes"to anv part of either question A or question B, fill out the remainder of the Historical and Archaeological Resources Section below. D. Have you consulted with the Massachusetts Historical Commission? _Yes _No; if yes, attach correspondence E. Describe and assess the projecYs other impacts, direct and indirect, on listed or inventoried - 13- historical and archaeological resources: II. Consistency -- Describe measures that the proponent will take to comply with federal, state, regional, and local plans and policies related to preserving historical and archaeological resources ATTACHMENTS: �I 1. Plan, at an appropriate scale, of existing conditions of the project site and its immediate context, showing all known structures, roadways and parking lots, rail rights-of-way, wetlands ' and water bodies, wooded areas, farmland, steep slopes, public open spaces, and major ! utilities. 2. Plan of proposed conditions upon completion of project (if construction of the project is ' proposed to be phased, there should be a site plan showing conditions upon the completion of each phase). 3. Original U.S.G.S. map or good quality color copy (8-'/:x 11 inches or larger) indicating the project location and boundaries 4 List of all agencies and persons to whom the proponent circulated the ENF, in accordance with 301 CMR 11.16(2). 5. Other: CERTIFICATIONS: 1. The Public Notice of Environmental Review has beenlwill be published in the following newspapers in accordance with 301 CMR 11.15(1): (Name) (Date) Salem Evening News June 3, 2002 2. This form has been circulated to Agencies and Persons in accordance with 301 CMR 11.16(2). � /✓� �y 3J; aoo;z ��y� ��.��/ Q�1P. Gienafiiro nf RPcnnncihlo (lffrar .f1�4o or Proponent ENF (if different from above) Name(orint or tyoel Name (print or tvpe) p�'lip C. Lombardo, Jr. Firm/Agency Firm/Agency Seder & Chandler Street Street 339 Main Street Municipality/State/Zip Municipality/State/Zip Worcester, MA 01608 Phone Phone (508) 757-7721 - ia- - LIST OF AGENCIES TO WHOM ENF WILL BE CIRCULATED 1. Secretary Bob Durand Executive Office of Environmental Affairs ATTN: MEPA Office 251 Causeway Street, Suite 900 Boston, MA 02114 2. Executive Office of Environmental Affairs ATTN: Sonia Hamel -Air Policy 251 Causeway Street, Suite 900 Boston, MA 02114 3. Executive Office of Environmental Affairs ATTN: Mark Smith - Water Policy 251 Causeway Street, Suite 900 Boston, MA 02114 4. Executive Office of Environmental Affairs ATTN: Bob O'Connor - Land Policy 251 Causeway Street, Suite 900 Boston, MA 02114 5. Department of Environmental Protection Commissioner's Office ATTN: David Murphy One Winter Street Boston, MA 02108 6. Department of Environmental Protection Regional Office ATT'N: MEPA Coordinator 205-A Lowell Street Wilmington, MA 01887 7. Executive Office of Transportation and Construction(EOTC) ATTN: Environmental Reviewer 10 Park Plaza, Room 3510 Boston, MA 02116-3969 8. Massachusetts Highway Department Public/Private Development Unit 10 Park Plaza Boston, MA 02116 9. Massachusetts Highway Department District #4 ATTN: MEPA Coordinator 519 Appleton Street Arlington, MA 02174 10. Massachusetts Aeronautics Commission ATT'N: MEPA Coordinator 10 Park Plaza, Room 6620 Boston, MA 02116-3966 11. Massachusetts Historical Commission The MA Archives Building 220 Morrissey Boulevard Boston, MA 02125 12. Metropolitan Area Planning Council 60 Temple Place, 6th Floor Boston, MA 02111 13. Salem City Council City Hall 93 Washington Street . Salem, MA 01970 14. City of Salem Planning Board City Hall 93 Washington Street Salem, MA 01970 15. City of Salem Conservation Commission City Hall 93 Washington Street Salem, MA 01970 16. City of Salem Board of Health City Hall 93 Washington Street Salem, MA 01970 17. Coastal Zone Management ATTN: Project Review Coordinator 251 Causeway Street, Suite 500 Boston, MA 02114 18. Division of Marine Fisheries ATTN: Environmental Reviewer 50 A Portside Drive Pocasset, MA 02559 19. Metropolitan District Commission (MDC) ATT1V: MEPA Coordinator 20 Somerset Street Boston, MA 02108 20. Department of Public Health (DPH) Director of Environmental Health 250 Washington Street Boston, MA 02115 21. Massachusetts Water Resource Authority ATTN: MEPA Coordinator 100 First Avenue Chazlestown Navy Yazd Boston, MA 02129 22. Massachusetts Bay Transit Authority ATTN: MEPA Coordinator . 10 Park Plaza, 6'" Floor Boston, MA 02216-3966 -�.�' ,� :°v' ! � ; i { �-� s 6 �.N �, � � ._� �'�� L � � '( .. y�- 2� �' {. � r _'_ � r a t a� ,tk � A � �� j � �. �� rJr � � , f ,f �. ( , � .'_ ' �,� 0 . � 1 a � � it � c � � �,� 1 r� n� F � .. µA r � /}� L � � _ �� f :.LL "� 1 .� � �.„„x�f.�o e ��'�^1"' � .+ k {vy `��.. �j � " A�.\ �,,, .fr � ♦. i ' .i Gs � {� l�f �: �1Z �` } ��c^ C` .. '� � � ."r 'V c-�r � ( �� - � s�n � I �a. � . � � f f ' € - A h , � � )a �H �, � .. 'd i ' EwW+ce / �l '� \:,� � �:: i .. uns.a �-�i .d'.��Y .� /k� ��:. v ��v� ?P � g i o �. �� . i �� wd ) �t''n �`` � �� r v*�/�ypspr .� > .�i ?. � � �` � ��\ � c �� 'r�tr �. '9� b +,j t . � ,. . � 1 s. :;l� 1 i` � � _ i � H ° : '� °F�� S t��ti ' . 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' � r "iE,� �` i ; a �L.s �Y�" t ^y< i., s.,a-.,* � '. l ri r.i.1 3" ; --"Fv'aof.w `," �,s� �_r"� ��ec � r� Y . � -. .r ... ,,. ;(.. _. �_ 4+r.. �v, . >��¢, wH�' ' ar � . >. . li . .. ,r: , : -�r �� II�� o�o •CML & CONSULIING ENGINEERS• PRQIECT A4WAGERS• EM/IRONIAEMnI & SRE PIANNERS• MUNICIPAL ENGMEERS• 77s uAUrrtwN B�vD. 352 7TIRNPIKE ROAD 70 FASI SUNRISE MIGHWAY, SUIiE 5p9 Rev Oate Comment B/ WATLHUNC, NEW JERSEY 07060 SOU77�OR0� 3L4SSACHUSE��$ 01772 yp�y STRFAII, NEW YORN 11581 �� T� (908) ssa-e7oo (508} 480-9900 (516) 072-1000 1"=2000' S/24/02 aRaEcr:AMERADA HESS CORPORATION rin.E: �� Kes P�E�r N0' W0t0719 oF� � PRGPOSEO HESS EyXPRE55 ;y U S G S 295EDER6f REE'Y3Cf1Y OC�SALEM CHiCI�D Bf: G➢I.D.�: R� N0' ESSE% COUNtt, MASSACHUSE7T5 LOCATION MAP �GS USGSPRES.DWG 0 ' ' ' ' � NOTICE OF INTENT = 1 1 t Proposed "Hess Express" , 295 Derby Street t Map 34, Plat 442 Salem, MA � A May 7, 2002 � ' A ' ant: Amerada Hess Corporation ' 1 Hess Plaza Woodbridge,NJ 07095 ' Pre an red Bv: Bohler Engineering, P.C. ' 352 Turnpike Road Southborough, Massachusetts01772 ' BEPC Project No. W 101719 ' , , ' , TABLE OF CONTENTS ' NOI FORM 3 ' FILING FEE DOGUMENTATION ' STORMWATER MANAGEMENT FORM ' NOTIFICATION TO ABBUTTERS PROJECT DESCRIPTION ' , 1. INTRODUCTION ' 2. WETLAND RESOURCE AREA 3. STORMWATER MANAGEMENT ' 4. SUMMARY � , 5. OPERATIONS AND MAINTENANCE PLAN ' . 6. DRAINAGE CALCULATIONS ATTACHMENT A: Project Plans (Bound Separately) 1 1 ' ' ' ' ' ' ' ' NOTICE OF INTENT (FORM 3) � �' � , � �I � I ii , I�! I ' , . ' ' 1 ,. ' , ' ' 1 1 ' ' . ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent ProvidedbyDEP , Salem Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 roW� ' A. General Information ImpoRant: When filling out 1. Applicant: , forms on the Amerada Hess Corporation CompUter, Use Name E-Mail Address(d applicable) only the tab � Hess Plaza ' key to move youf Cursor- Mailing Address do not use the Woodbrid e NJ 07095 return key. City/iown State Zip Code 732 750-6192 ' �� , Phone Number Fax Number(if applicable) � 2. Representative (if a�y): ' '°°`" Bohler En inerrin , P.C. Firm Joshua G Swerlinp P E jswerling bohlerenq.com I� ' Note: Contact Name E-Mail Address(rf applicable) Before 352 Turn ike Road , completing this Mailing Address ' formconsult MA ��72 Southboro your local State � Zip Code Conservation CitylTown Commission (508)480 9900 (508)480-9080 fegafding any Phone Number Fax Number(if applicable) ' municipal bylaw li or ordinance. 3. Property Owner(if different from applicant): Same I ' ' Name i � Mailing Address . � '�� , Cityffown State Zip Code �� 4. Total Fee: ' $525 (from Appendix B:Wetland Fee Transmittal Form) ' 5. Project Location: 295 Derb Street Salem . Street Address City/Town ' Ma 34 Lot 442 Assessors MaplPlat Number Parcel/Lot Number 6. Registry of Deeds: , Essex Count 010745 390 County Book Page N/A , Certificate(if Registered Land) � - _ ' . � . . Pa9e 1 af 8.. W PA Form 3 Rev.02/00 - — � — - ' _ - �� 1 ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent ProvidedbyDEP , Salem Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town ' A. General information (cont.) 7. Summary of Project impacts: ' a. Is any work being proposed in the Buffer Zone? ` , ❑ Yes If yes, how many square feet? , � No ' b. List the impacts of proposed activities on each wetland resource areas (temporary and permanent impacts, prior to restoration and mitigation): Resource Area Size of Imqact(e.g., sq. ftJ ' n/a nla ' ' ' x � ' B. Project Description ' 1. General Project Description: Redeveiopment of a 0 40 acre lot containing a gasoline station in order to construct a gasoline station ' with 4 MPD's and a 1,660 s uare foot"Hess Ex ress"convenience s#ore. In addition,the site Improvements will accommodate the City of Salem Harbor walk project. ' 2. Plan andfor Map References: Site Plan for Amerada Hess Corporation Gasoline Station Improvements _ 8�a`e/01 , Title ' � . _ . . Pa9e2ofB W PA Form 3 Rev.02/W _ —.- ' — - - � 1 ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA FOrm 3 - Notice of Intent ProvidedbyDEP ' Salem Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ToW� ' , C. Activities Subject to Regulation 1. a. Check the appiicable resource areas if work is to be conducted in an associated Buffer Zone: ' � Inland Resource Areas Coastal Resource Areas , ❑ Inland Bank ❑ Coastal Beach ❑ Barrier Beach ❑ Bordering Vegetated Wetland (BVW) ❑ Rocky Intertidal Shore ❑ Coastal Dune , ❑ Salt Marsh ❑ Coastal Bank b. Complete for all proposed activities located, in whole or in part, in Wetland Resource Area(s). ' Inland Resource Areas: ' Bordering Vegetated Wetlands: Bordering Land Subject to Flooding: n/a 3,000 c.f. . Square Feet altered Volume of Flood Storage Losl(cubic feet) III , n/a 2,000 c.f: Square Feet replaced Volume of Flood Storage Compensation(cubic feet) Land Under Water Bodies: Isolated Land Subject to Flooding: I' ' n/a nla Square Feet altered Volume of Flood Storage Lost(cubic feet) n/a n/a ' ' '� . Cubic Yards dredged - Volume of Flood Storage Compensation(cubic feet) I Bank: , nla Linear Feet altered ' Coastal Resource A�eas: Coastal Dune: Land Under Salt Pond: � nla n/a Square Feet altered Square Feet altered ' n/a nla Cubic YardsNolume removed Cubic Yards dredged Salt Marsh: Rocky Intertidal Zone: ' nla n!a Square Feet altered Square Feet altered Coastal Bank: Designated Port Area: , n/a n/a _ Linear Feet altered Square Feet altered ' � Pa9e3ot8 WPA Form 3 fteV.07/00 - . � _ — - ' , Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetiands WPA Form 3 - Notice of Intent ProvidedbyDEP Salem Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town ' C. Activities Subject to Regulations (cont.) Fish Run: Land Containing Shellfish: , n/a nla Linear Feet altered Square Feet altered , Land Subject to Coastal Storm Flowage: Beach: n/a n/a SquaFe Feet altered Square Feet altered , Land Under Ocean: n/a ' Square Feet altered � n/a Cubic Yards dredged , Riverfront Area: ' a. Name of Waterway(if available): South River ' b. Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only ' x ❑ 100 ft. - New agricultural projects only � 200 ft. -All other projects , c. Describe how the Mean Annual High-Water Line was determined: Review of NOAA Tidal Data for Salem Harbor and corelation with Instrumentation Survev.❑ , ' , d. Distance of proposed activity closest to the Mean Annual High-Water line: � ' 2 ft by City of Salem 12-ft by Hess Feet te. Total area of Riverfront Area on the site of the proposed project: 17,603 s.f. Square Feet . ' f. Proposed alteration of the Riverfront Area: 17,603 s.f. 10,420 s.f. 7,183 s.f. Total Square Feet Square Feet within 100 ft. Square Feet between t00 ft.and 200 k. - , _ WPAForm3 . . ' Pa9e4af8 . Rev.07/00 � . _ -- ' � , ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands WPA Form 3 - Notice of Intent ProvidedbyDEP Salem , Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town ' C. Activities Subject to Regulation (cont.) 2. Check all methods used to delineate the Bordering Vegetated Wetland (BVW)boundary: , ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP (attached) ❑ DEP BVW Field Data Form (attached) ' ❑ Final Determination of Applicability issued by Conservation Commission (attached) , ❑ Other Methods for Determining the BVW boundary(attach documentation): , ❑ 50%or more wetland indicator plants ' ❑ Saturated/inundated conditions exist ❑ Groundwater indicators ' ❑ Direct observation ❑ Hydric soil indicators , n Credible evidence of conditions prior to disturbance. ' 3. a. Is any portion of the proposed project located in estimated habitat as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program? , '' ❑ Yes If yes, include proof of mailing or hand delivery of NOI to : Natural Heritage and Endangered Species Program , Division of Fisheries and Wildlife Route 135, North Drive Westborough, MA 01581 ' � No 2000-2001 Date of Map - . ' b. Is any portion of the proposed project within an Area of Criticai Environmental Concern (ACEC)? , ❑ Yes If yes, provide name of ACEC (see Appendix D for ACEC locations): � No , c. Is any portion of the site subject to a Wetlands Restriction Order under the inland Wetlands Restriction Act(M.G.L. c. 131, §40A)or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? ' ❑ Yes � No ' WPAFortn3 . � . Pa9e5ofe � .. Rev.02100 � _ —' - - — - � , � Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Fo1'm 3 - Notice of Intent ProvidedbyDEP ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 oWiem , D. Performance Standards 1. is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 or 310 CMR 10.53? ' ❑ Yes If yes, describe which limited project applies to this project: �� ' � No 2. Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the I , wetlands regulations, 310 CMR 10.00. ❑ Yes If yes, describe which exemption applies to this project: , � No li ' 3 a. Is the project located in the Riverfront Area? , � Yes If yes, indicate the proposed project purpose: ❑ Single Family House ❑ Industrial Development ' ❑ Residential Subdivision � Commercial Development ❑ Transportation ❑ Other(describe) , � b. Was the lot where the activity is proposed created prior to August 1, 1996? � Yes , ❑ No � 4. a. Describe how the project will meet all performance standards for each of the resource areas altered, inciuding standards requiring consideration of alternative project design or location. Attach narrative and supporting documentation. , b. Is this project exempt from the DEP Stormwater Policy? ❑ Yes If yes, explain why the project is exempt: , ' , � No �f no, stormwater management measures are required.Applicants are encouraged to complete Appendix C: Stormwater Management Form and submit it with this form. ' WPAForm3 � � � Pa9e8o(B - . Rev.02100 ' , Massachusetts Department of Environmental Protection oeP Fiie Number: ,I Bureau of Resource Protection - Wetlands WPA For'm 3 - Notice of Intent Salem byoEP '�I , Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 roW� ' E. Additional Information II, Applicants must include the following with this Notice of Intent(NOI): II • USGS or other map of the area (along with a narrative description, if necessary), containing su�cient ' information for the Conservation Commission and the Department to locate the site. I • Plans identirying the location of proposed activities (including activities proposed to serve as a , Bordering Vegetated Wetland (BVW) replication area or other mitigating measure)relative to the boundaries of each affected resource area. . Other material identifying and explaining the determination of resource area boundaries shown on ' plans (e.g., a DEP BVW Field Data Form). . List the titles and final revision dates for all plans and other materials submitted with this NOI. ' F. Fees The fees for work proposed under each Notice of Intent musf be calculated and submitted to the , Conservation Commission and the Department(see Instructions and Appendix B.,Wetland Fee Transmittal Form). � No fee shall be assessed for projects of the federal government, the Department, or cities and towns of the Commonwealth. Applicants must submit the following information (in addition to pages 1 and 2 of Appendix B)to confirm ' fee payment: #78871#7888 (City/State) 5I8IO2 , ,. Check Number � . � Check date Bohler Enqineering P.C. Amerada Hess Corporation Payor name on check Applicant name(if different trom payor) ' G. Signatures and Submittal Requirements � I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the , expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made in writing by hand delivery or certified maii ' (return receipt requested)to all abutters within 100 feet of the property line of the project location. � /9 �u./�' ,_7T t�oHLc� �tib/n��L'IZi� � L � ' � SignatureofApplicant Date �'�M� �� Signature of Property Owner(if different) - Date - � � S��- - Signature of Representative(if any) Dale , WPAForm3 . Page7ofe � Rev.02/00 - . _ ' � � Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent ProvidedbyDEP , Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 s�Wlem ' G. Signatures and Submittal Requirements (cont.) For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents;two , copies of pages 1 and 2 of Appendix B; and the city/town fee payment must be sent to the Conservation Commission by certified mail or hand delivery. , For DEP: Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents;two copies of pages 1 and 2 of Appendix B; and a copy of the state fee payment must be sent to the DEP , Regional O�ce (see Appendix A) by certified mail or hand delivery. Other: If the applicant has checked the"yes" box in any part of Section C, Item 3, above, refer to that section , and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. , � ' , ' ' , , ' ' � WPAFortn3 . . . . Pa9e8of0 .. Rev.02/00 - - . . _ . I ' , � ' FILING FEE DOCUMENTATION �� , • Wetland Fee Transmittal Form ' • Copy of Application Fee Checks ' , � , � 1 I, , � ' � I ' � ' 1 ' _ _ ' ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands , WPA Appendix B — Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 , �mP°"a"t: q, Appiicant Information When filling out forms on the computer, use 1. Applicant: � only the tab - key to move Amerada Hess Corporation you�cu�50�- Name do not use the 1 Hess Plaza � retUrn key. Mailing Address �/(��y �� Woodbridqe NJ 07095 �I�I City/Town State Zip Code , � (732) 750-6192 Phone Number � 2. Property Owner(if different): , Same Name , Mailing Address CitylTown Stale Zip Code � Phone Number 3. Project Location: , 295 Derb Street Salem Street Address City(fown � B. Fees To calculate ' fling fees, refer Abbreviated Notice of Resource Area Delineation (Form 4A): to the category fee list and The fee is calculated as follows (check applicable project type): ' examples in , Section D of � single family house project this form. X$1.00= ' (feet of BVW) Total fee(not to exceed$100) ❑ all other projects � X$1.00= (feet of BVW) Total fee(notYo exceed$1,000) � State share of filling fee: (t/2 of total fee less$12.50) , City/Town share of filling fee: _ (t/2 of total fee plus$12.50) �� ' . . � ' Pa9e1ot6 WPA Appendiz B Rev.07J00 — - - - ' , Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands � WPA Appendix B — Wetiand Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 1 B. Fees (cont.) Abbreviated Notice of lntent (Form 4) or Notice of Intent (Form 3): ' The fee should be caloulated using the foliowing six-step process and worksheet: _ Step 11Type of Activity: Describe each type of activity(see Section D for a list of activities)that will � occur in wetland resource area and buffer zone. Step 21Number of Activities: Identify the number of each type of activity. � Step 3/individual Activity Fee: Identify each activity fee from the six project categories in Section D. Step 41Subtotal Activity Fee: Multiply the number of activities (identifed in Step 2)times the fee per � category(identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone,the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. � Step 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments:To calculate the state share of the fee, divide the total fee in half and subtract ' $12.50.To calculate the cityltown share of the fee, divide the total fee in half and add $12.50. Step 11Type of Activity Step 21Number Step 3/lndividual Step 41Subtotal of Activities Activity Fee Activity Fee ' Buildinp includinq site work 1 525 $525 � ' ' ' Step SlTotal Project Fee: $525 , Step 61Fee Payments: ' Total Project Fee:$525 (Total fee fmm Step 5) State share of filing fee:$250 � . (12lotal fee less 512.50) CitylTown share of filling fee:$275 (tf2 toial fee plus$12.50) � WPAADPentlix8 . . � � - Page2ol6 Rev.02/00 �b�:,,��.-,�:-.�-, . .��,T:-��::: ,_ . . .. . .- . Q Soverei�n 7 $$7 BOHLER ENGINEERING, P.C. ~ 4u I � 352TURNPIKEROAD 5J515/01ID . SOUTHBOROUGH, MA�01772 �J�BIOZ I��I �RDER OFE City of Salem $ �275.00 Exactly Two hundred seventy-five and xx/ 100 Dollars Do��aRS City of Salem t �✓.f/I/i .!��,f"'P = < I MEMO q .�� ii'007887��' �:OiL075i50�: 3060004 5 30 3�i' � _ ___ _ . . . _ .... ._ _ _._ __ ..._.. __ _ . _ . . __ � ��,r-a.a�rsa:ra. y, _ , :�-.,.�-. .. . .. , .. � � Sovereign 7 8 8 8 BOHLER ENGINEERING, P.C. 352 TURNPIKE ROAD 5-7515/0170 � SOUTHBOROUGH, MA 01772 5/8IO2 ,PAY TO THE Commonwealth of Massachusetts � $250.00 OflDER OF ' ' Exactly Two hundred fifty and xx/ 100 Dollars oounas Commonwealth of Massachusetts ' lil/.I� :. li 'MEMO !I xc3c�at�:'P..w�3�St�`n'�T...t""`.a..� �sT�`�-'�^��.. ,.. .::r^�i"*---r-r---�"'�^'�'-:�..��.^•Y:..�"��-e.r.v:u.�.:n,. ,:a,s.c��': ' ' u'QQ78fi8ii' �:Obi075150�. 306000 4 5 30 3ii° ' r �' � ' ' ,I ' I ' STORMWATER MANAGEMENT FORM � � _ � � �' ' � � 1 � � � I � � � � � � : ' , Massachusetts Department of Environmentai Protection Bureau of Resource Protection - Wetlands � WPA Appendix C — Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' A. Property Information Important: When filling out �• The proposed project is: � forms on the = computer, use only the tab New development ❑ Yes ' key to move � yourcursor- ❑ No do notusethe retum key. ;I ' � Redevelopment � Yes � � � No �' � Combination ❑ Yes (If yes, distinguish redevelopment components from new development components on plans). ' ❑ No Note: 2. Stormwater runoff to be treated for water quality are based on which of the following calculations: This February I�I ' 2000 version of the Stormwater ❑ 1 inch of runoff x total impervious area of post-development site for discharge to critical areas Management (Outstanding Resource Waters, recharge areas of public water supplies, shellfish growing areas, Form supersedes swimming beaches, cold water fisheries). ' earlier versions including those contained in � 0.5 inches of runoff x total impervious area of post-development site for other resource areas. DEP's I� � `Stormwater 3. List all plans and documents (e.g. calculations and additional narratives)submitted with this form: � Handbooks. Drainaqe Calculations attached. � � ' � B. Stormwater Management Standards ' ' DEP's Stormwater Management Policy(Marcli 1997) includes nine standards that are listed on the following pages. Check the appropriate boxes for each standard and provide documentation and additional information when applicable. ' Standard#1: Untreated stormwater � The project is designed so that new stormwater point discharges do not discharge untreated � stormwater into, or cause erosion to,wetlands and waters. , WPAApPendizC _ . . Pa9e1of5 . Rev.02100 - ' i : ' Massachusetts Department of Environmentai Protection Bureau of Resource Protection - Wetlands � WPA Appendix C — Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' B. Stormwater Management Standards (cont.) Standard#2: Post-development peak discharges rates � � IVot applicable—project site contains waters subject to tidal action. � Post-development peak discharge do not exceed pre-development rates on the site at the point of discharge or downgradient property boundary for the 2-yr and 100-yr, 24-hr storms. , ❑ without stormwater controls ❑ with stormwater controls designed for the 24-hr, 2-yr, and 10-yr storms. � � The project's stormwater design will not increase off-site flooding impacts from the 100-yr, 24-hr storm. ' Standard#3: Recharge to groundwater Amount of impervious area (sq. ft.)to be infiltrated: Intent of Standard#3 is meet due to tidal influence ' Volume to be recharged is based on: ❑ The following Natural Resources Conservation Service hydrologic soils groups (e.g.A, B, C, D, or UA)or any combination of groups: ' nla n/a (°/a of impervious area) (Hydrologic soil group) (%of impervious area) (Hydrologic soil group) - ' � (%of impervious area) (Hydrologic soil group) (%of impervious area) (Hydrologic soil group) I ' ❑ Site specific pre-development conditions: Recharge rate Volume Describe how there calculations were determined: I � n/a � List each BMP or nonstructural measure used to meet Standard#3. (e.g. dry well, infiltration trench). n/a � � The annual groundwater recharge for the post-development site approximates the annual recharge from existing site conditions. ' � Yes ❑ No Note: Groundwater varies with South River Tidal Action and is not tributary to any groundwater ' resource(ie public or private well) W PA ADPendlx C Pa9e 2 of 5 - Rev.01I00 - _ — — , ' Massachusetts Department of Environmentai Protection Bureau of Resource Protection - Wetlands ' WPA Appendix C — Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' B. Stormwater Management Standards (cont.) Standard#4: 80%TSS Removal ' � The proposed stormwater management system will remove 80% of the post-development site's = average annual Total Suspended Solids (TSS)load. ' Identify the BMP's proposed for the project and describe how the 80%TSS removal will be achieved. Street sweeping deep sump (hooded) catchbasins and Vortechnics Unit ' If the project is redevelopment, explain how much TSS will be removed and briefly explain why 80°/a removal cannot be achieved. ' 80%TSS standard will be achieved. tStandard#5: Higher potential pollutant loads ' Does the project site contain land uses with higher potential pollutant loads (See Stormwater Policy ' Handbook—Vol. I, page I-23, for land uses of high pollutant loading). � Yes If yes, describe land uses: aasoline station ' ❑ No ' " Identify the BMPs selected to treat stormwater runoff. If infiltration measures are proposed, describe the pretreatment. (Note: If the area of higher potential pollutant loading is upgradient.of a critical area, infiltration is not allowed. ' Street sweeping deep sump (hooded)catchbasins and Vortechnics Unit. ' Standard#6: Protection of critical areas ' Will the project discharge to or affect a critical area? (See Stormwater Policy Handbook—Vol. I, page I - 25,for critical areas). , ❑ Yes If yes, describe areas: nla � No ' Identify the BMPs selected for stormwater discharges in these areas and describe how BMPs meet restrictions listed on pages I-27 and I-28 of the Stormwater Policy Handbook—Vol. I: ' Deep sump (hooded)catchbasins and Vortechnics Unit drainaqe system can be shut down durinq an unexpected contamination event. ' WPAAppentlixC . Pa9e3o15 -. . _ Rev.01100 - — � — . ' ' Massachusetts Department of Environmental Protection I Bureau of Resource Protection - Wetlands ' WPA Appendix C — Stormwater Management Form ', Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �', ' B. Stormwater Management Standards (cont.) ' Note: components of Standard#7: Redevelopment projects I, ' redevelopment ` projects which Is the proposed activity a redeveiopment project? plan to develop previously 'I ' undeveloped � Yes If yes,the following stormwater management standards have been met: areas do not fall under the scope The intent of all nine standards have been meet. 'I ' ._. . ._ ❑ No ' The following stormwater standards have not been met for the following reasons: ' ' � The proposed project will reduce the annual pollutant load on the site with new or improved stormwater control. ' , Standard#8: Erosionlsediment control � Erosion and sediment controls are incorporated into the project design to prevent erosion, control sediments, and stabilize exposed soils during construction or land disturbance. ' Standard#9: Operation/maintenance plan I� ' � An operation and maintenance plan for the post-development stormwater controls have been developed. The pian includes ownership of the stormwater BMPs, parties responsible for operation and maintenance, schedule for inspection and maintenance, routine and long-term maintenance ' responsibilities, and provision for appropriate access and maintenance easements extending from a public right-of-way to the stormwater controls. Operation and Maintenance Plan (included in this NOI) 5/8/02 ' Plan/Title Date Plan/Title Date , C. Submittal Requirements ' DEP recommends that applicants submit this form, as well as, supporting documentation and plans,with the Notice of Intent to provide stormwater management information for Commission review consistent with the wetland regulations (310 CMR 10.05(6)(b))and DEP's Stormwater Management Policy(March ' 1997). If a particular stormwater management standard cannot be met, information should be provided to demonstrate how equivalent water quality and water quantity protection will be provided. DEP encourages engineers to use this form to certify that the project meets the stormwater management standards as well ' as acceptable engineering standards. For more information, consult the Stormwater Management Policy. WPAAppendlxC �Page4o(5 -+ --Rev.07100 � — - . _- ' '� ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands I ' WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' ' D. Signatures J'�� .�„��1��.. � 3�yZ�n �-,z.�� s�r/� ' Applicant � � Date q. / �. ' Signa ure � 7�� Representative Date ' ��G Signature � II , ' ', , ' , A ' , , ' � ' ' WPA AppenEix C Page 5 015 - ' . _Rev.02l00 . — _ , ' ' ' 1. Introduction II ' The Stormwater Management System for the proposed gasoline station and convenience store project is designed to comply with the DEP Stormwater Management Policy as much as practicable. This policy, which was issued in II ' March 1997, is designed "to protect the wetlands and waters of the Commonwealth from the adverse impacts of stormwater runofP'. The Stormwater Management Policy establishes nine (9) performance standards to control � stormwater quality and quantity. These standards establish the leve] of required controls which can be achieved through the use of site planning, non-structural measures and Best Management Practices (BMP's). ' Standard ] ntreated Stormwater• The project is designed so that new ' stormwater conveyances (outfalls/discharges) do not discharge untreated stormwater into, or cause erosion to, wetlands or waters. All stormwater runoff will be treated such that it meets the requirements set forth in Standards two ' through nine to the extent practicable. Structural BMP's include hooded deep sump catch basins and a Vortechnic Unit. Non-structural BMP's include street sweeping. ' Standard 2 Post-Devel�ment Peak Discharge Rates: Post-development peak discharge rates exceed pre-development rates on the site partially due to the ', ' additional impervious area created by incorporating the City of Salem Harborwalk project as a part of the redevelopment. The increase in the peak rate is insignificant due to the relatively low flows associated with the site which ' • discharge to the South River prior to the River's peak. The intent of this standard is meet, in that there will be no greater risk in relating to downstream flooding as a result of this project. ' Standard 3 Rechar�e to Groundwater. This project meets this standard's intent due to the influence of South River on the groundwater and the fact that ' groundwater flow and elevation at this location are primarily functions of the river's elevation and tidal action. ' Standard 4 Remove 80% Total Suspended Solids• The site is presently an I� existing gasoline station without any water quality measures to speak o£ The proposed project provides street sweeping, hooded, deep sump catch basins and a. ' Vortech unit. This system will remove at ]east 86% of the post-development site's average annual load of Total suspended Solids (TSS). This is an improvement over the cunent situation. , Standard 5 Land Uses with H�her Potential Pollutant Loads• This project ' contains a land use with a higher pollutant loading. However, this project does , , ' not change the current use of the property. It does, however, upgrade the water ' quality controls that were not present on the existing facility. Standard 6 Protection of Critical Areas: This project does not contain critical , areas with sensitive resources. Standard 7 Redevelopment Projects• This Project is a redevelopment project ' as the existing site is an existing gasoline station. All aspects of the project comply with DEP's Stormwater Management Policy except for TSS removal and water quality,both of which are increased over the current condition. , Standard 8 Erosion and Sediment Controls: Erosion and sediment controls are incorporated into the Project design to prevent erosion, control sediment ' movement, and stabilize exposed soils. The Project design includes silt fencing and staked hay bales. ' Standard 9 (�peration and Maintenance Plan: An Operation and Maintenance Plan has been developed and is attached to this NOI. It identifies the owner of the Stormwater Management System, the parties responsible for operation and ' maintenance, and a schedule for inspection and maintenance. ' , , ' i ' I , ' ' ' � , 1 OPERATION/MATNTENANCE PLAN I', ' for the STORMWATER MANAGEMENT SYSTEM ' Amerada Hess Corporation , ' Proposed Hess Express 295 Derby Street Salem,Massachusetts I� , , MAINTENANCE OF ALL PARKING LOTS,DRIVEWAYS AND ON-SITE DRAINAGE SYSTEMS ON PROPERTIES KNOWN AS 295 DERBY STREET (A.K.A. CITY OF SALEM ASSESSOR'S MAP 34, LOT 442), SALEM, MASSACHiJSETTS SHALL BE THE �I , RESPONSIBILITY OF THE HESS GASOLINE FACILITY OPERATORS (AMERADA HESS CORPORATION OR THEIR SUCCESSORS). THE IMPLEMENTATION OF THE FOLLOWING MAINTENANCE PROGRAM IS INTENDED TO ADEQUATELY MANAGE ' SEDIMENT INFILTRATION TO THE STORM WATER DRAINAGE SYSTEM. 1. ALL PARKING LOTS SHALL BE S WEPT FOUR(4) TIMES PER YEAR(MINIMUM), BETWEEN THE DATES OF OCTOBER 1 AND NNE 1 OF EACH YEAR. ALL SAND ' AND DEBRIS SHALL BE PROPERLY DISPOSED. 2. THE ON-SITE DRAINAGE SYSTEMS CONSISTING OF ALL CATCH BASINS, ' VORTECH UNITS AND OUTLETS SHALL BE INSPECTED QUARTERLY, AND CLEANED AND MAINTAINED AS NEEDED, BUT NOT LESS THAN TWO (2)TIMES PER YEAR. , 3. PRIOR TO CLEANING CATCA BASINS, SAME SHALL BE INSPECTED FOR THE PRESENCE OF HYDROCARBONS AND ANY FOUND TO BE PRESENT SHALL BE ' r REMOVED BY A LICENSED CONTRACTOR. 4. CLEANING OF CATCH BASINS SHALL INCLUDE THE REMOVAL AND PROPER , DISPOSAL OF ALL SAND AND DEBRIS. 5. CLEANING OF THE VORTECHS SYTEM SHALL BE PERFORMED BY A VACWM TRUCK AND SHALL INCLUDE THE REMOVAL AND PROPER DISPOSAL OF ALL il ' SAND AND DEBRIS. ! 6. GRASS AREAS SHALL BE MOWED FOUR(4)TIME PER YEAR. I7. AMERADA HESS CORPORATION(OR THEIR SUCCESSOR) SHALL MAINTAIN A MAINTENANCE LOG DOCUMENTING THE INSPECTION AND MAINTENANCE OF , THE DRAINAGE STRUCTURES UNDER ITS CONTROL. 8. SNOW STOCKPILES SHALL BE LIMMITED TO THE PAVED SURFACE. SNOW , REMOVAL WILL BE REQUIRED WHEN STOCKPILES INTERFERE WITH OPERATION OF THE FACILITY. THE REMOVAL AND DISPOSAL OF SNOW FROM THE FACILITY SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND ' FEDERAL ORDINANCES, RULES, REGULATIONS AND LAWS. t ' , , NOTIFICATION TO ABUTTERS , • Notification ' • Affidavit of Service , ' �'I ' ' I , I ' , 1 ' ' ' , , , ' 1 , �' I AFFIDAVIT OF SERVICE I ' Under the Massachusetts Wetlands Protection Act I , _ (To be submitted to the Massachusetts Department of Environmental Protection and the Conservation Commission when filing a Notice of Intent) ' I, Joshua G. Swerling, P.E., hereby certify under the pains and penalties of perjury that on 5/15/02, I gave notification to abutters within 100 feet of the ' property line in compliance with the second paragraph of Massachusetts General Laws, Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated Apri18, 1994 in connection of the following matter: ' A Notice of Intent, filed under the Massachusetts Wetlands Protection Act by Amerada Hess Corporation to the City of Salem Conservation Commission on ' S/15/02 for the property located at 295 Derby Street, Map 34, Lot 442. The form of the notification, and a list of the abutter to whom it was given ' and their addresses, are attached to this Affidavit of Service ' �/ �� ^ ' /s/�d- , � � Name Date , ' ' , ' ' , - _ ' , NOTIFICATION TO ABUTTERS ' Under the Massachusetts Wetlands Protection Act In accordance with the second paragraph of Massachusetts General Laws Chapter ' 131, Section 4Q you are hereby notified of the following: A. The name of the applicant is Amerada Hess Corporation. ' ' B. The applicant has filed a Notice of Intent with the Conservation Commission for the Citv of Salem, Massachusetts seeking permission to remove, fill, dredge, or ' alter an area Subject to Protection under the Wetlands Protection Act(General Laws Chapter 131, Section 40). C. The address of the lot where the activity is proposed is Man 34, Lot 442,295 ' Derby Street, Salem. D. Copies of the Notice of Intent may be examined at the Salem Conservation ' Commission between the liours of 830 and 430 on the following days of the week Mondav throu h Friday. ' For more information, call Salem Conservation Commission @ (978) 745-9595. Check one: This is the applicant, representative, or other: Conservation Commission ' E. Copies of the Notice of Intent may be obtained from the applicanYs reoresentative by calling this telephone number�508)480-9900 between the hours of 830 and 530 on ' the following days of the week—Mondav throueh Friday. F. Information regarding the date,time,and place of the public hearing may be obtained from the Salem Conservation Commission by calling this telephone number 978 , 745-9595 between the hours of 8:30 and 430 on the following days of the week Monday through Friday. , NOTE: Notice of the public hearing,including date,time, and place will be published at least five(5) days in advance in the Salem Evenin2 News. ' NOTE: Notice of public hearing,including date,time, and place will be posted in the City Hall not less than forty-eight(48) hours in advance. ' NOTE: You also may contact your local Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. ' To Contact DEP, call t Central Region: (508)792-7650 Northeast Region: (781-935-2160 Southeast Region: (508)-946-2800 Western Region: (413)-784-1100 ' , - ' , , PROJECT DESCRIPTION , L INTRODUCTION , 2. WETLAND RESOURCE AREA = 3. STORMWATER MANAGEMENT I4. SUMMARY I , 5. OPERATIONS AND MAINTENANCE PLAN 6. DRAINAGE CALCULATIONS � I , I ' , ' � , ' ' ' , , 1 , � � ' li ' 1. Introduction I,I , This Notice of Intent (NOI) is filed pursuant to G.L. Chapter 131, Section 40, the Massachusetts Wetlands Protection Act (WPA) and its implementing regulations, 310 CMR 10.00 and provisions of the Rivers Protection Act (Ch. 258 of the Acts I,i ' of 1996). The NOI describes the proposed Hess gasoline station and convenience store (the Project), its proposed activities within the 100 Year Floodplain and South River, riverfront area and the proposed stormwater management system. I ' The project proponent proposes to redevelop a 0.40-acre parcel of land to construct a gasoline station with four (4) multiple product dispensers and a ' convenience store containing approximately 1,660 square feet in Salem, Massachusetts. As a part of the redevelopment project, the applicant has agreed to design the site to accommodate the City of Salem's proposed Harborwalk � project intended to bring increased activity on the waterside, as well as to create new opportunities for the community to enjoy the water's edge, transforming the South River into a pleasant transition area. Refer to the attached Site Plans for the t location of the site and the redevelopment activities proposed. Access to the site will be provided from two existing curb cuts on Derby Street. ' The site is presently occupied by an existing gasoline and its associated parking area which accounts for approximately 0.21 acres. This area is entirely impervious and drains towards Derby Street. The rear of the site is wooded and ' slopes towards South River. Soil information was obtained from the SCS maps I and available data. The soils onsite are comprised of inconsistent fill material ' , believed to have been deposited during the initial development along South River, which we understand may have included filling of tidelands. The original project I which may have included the filling of tideland would have been completed I ' nearly a century ago (or longer) and was completed prior to the applicant owning the property and was not disclosed at the time the applicant purchased the facility. That being the case, the applicant is hopeful that the Permit Granting Authority ' will look favorably at this project based on iYs merits as a redevelopment project which intends to attain maximum feasible compliance with the previously mentioned regulations and its ability to incorporate the City Harborwalk project. ' ' , ' ' _ _ ' , 2. Wetland Resource Areas , 2.1 Overview , Prior to siting and design of the Project components, on-site natural resources were investigated by Bohler Engineering, P.C. through a review of secondary data ' sources and several field investigations.. ' 2.2 100-Year Floodplain The United States FEMA maps indicate the entire parcel is located entirely within ' the Zone A boundary. A copy of the FEMA map is attached. ' ' 2.3 Rare Species and Habitats The Massachusetts Natural Heritage Atlas (2000-2001 Edition) was consulted and , indicated the entire site is not within a mapped area of Estimated Habitat of Rare Wetiands Wildlife or a High Priority Site oFRare Species Habitat: ' 2.4 Riverfront Area 1 The site is bound to the east by the South River which is protected by the Rivers Protection Act, is subject to tidal action, and is an estuary which flows to Salem ' " Harbor. � 2.5 Filled Tidelands ' Discussions with various City Officials and Review of Salem Historical Documents revealed that the site may have been a portion of tideland that was filled during the initial development along South River. , , � ' , _ 1 , 3. Stormwater Management ' ' The stormwater management system for the project is designed to meet the nine (9) Stormwater Management Guideline Standards to the maximum. This task was performed by modeling runofF from the 2, 10, 25 and 100-year 24-hour storms. ' Computations were performed using the Rational Method (the calculations are attached at the end of this section). ' The table below summarizes the peak discharges for the existing condition and the proposed condition. ' 2-Year 10-Year 25-Year 100-Year Pre-development 1.1 cfs 1.3 cfs 1.5 cfs 1.9 cfs Post-development 1 3 cfs 1.7 cfs 1.9 cfs 2.4 cfs ' The proposed stormwater management system will increase peak flows leaving 1 the site slightly, but will protect the quality of stormwater runoff afrer the development through the use of the designated Stormwater Management System ' and its adherence to the DEP Stormwater Management Policy. The intent of the Stormwater Management Policy is achieved by significantly increasing water quality (greater than 80% TSS removai), not increasing potential for downstream ' flooding (due to the proximity to South River the slight increase in the peak runoff is negligible as it occurs much sooner that the peak flows of South River), groundwater recharge does not apply to this project, as groundwater is directly ' • influenced by South Rivers tidal action. The remaining six (6) standards have been met as outlined in Form 3 of this report. ' ' � ' �' ' � , 1 , 1 � 4. Summary In accordance with the WPA and Rivers Protection Act and their regulations, , avoidance of naturai resources such as wetlands and wildlife habitat has been a fundamental objective in design of the proposed Project. The following sections summarize the manner in which Project construction, mitigation, and stormwater � management measures will ensure the Interests of the WPA will be protected. 4.1 Protection of the Interests of the WPA , Under the Massachusetts Wetlands Protection Act and its implementing regulations (310 CMR 10.00)jurisdictional wetland areas are presumed to serve , the following interests, unless proven otherwise: public or private water supply, groundwater supply, flood control, storm damage prevention, prevention of pollution, protection of fisheries, and protection of wildlife habitat. The proposed � Project does not impact any jurisdictional wetland areas. This design is consistent with the provisions of the WPA and, in our opinion, will not adversely affect any Interests of the WPA as described below. ' Public& Private Water �a(pplv/Groemdwater uDDlv ' � Wetlands; particularly BVW, are presumed to be locations where discharge and recharge of aquifers can occur, and are also sources of water used for base flow in surface and groundwater resources. ' As indicated in the Stormwater Management Report, the Project will not directly impact any wetland areas and will not cause significant alterations to watershed ' boundaries or drainage patterns. All stormwater will be directed to hooded, deep- sump catch basins where removal of oils and sediments can occur prior to ' discharge. Siltation fences will be used to control erosion and sedimentation near resource areas. Because of these measures, we feel confident there will be no adverse impacts to groundwater or supply. ' , F'lood Control/Storm Damage Prevention ' ' Wetland resources are presumed to serve to attenuate flooding impacts by confining floodwater during storm events (in the case of BVW, Bank, or Land under Water), by providing temporary storage for flood flows where vegetation ' may slow down the passage of floodwaters, and evaporation and transpiration may occur more readily. � No floodplains are present on this site. In addition, we are not proposing any wetland alterations and on-site drainage patters will remain similar to those currently occurring on the site. These measures will maintain the flood control , and storm damage prevention functions of the Project area wetland resources. A ' , II� � stormwater management system design has been developed, as discussed in the "Drainage Calculations and Stormwater Management Plan". This design will ,I ' provide mitigation for the pre-development runoff rates versus the post- development rates to prevent downstream flooding. Stormwater detention basins and outfall structures will be accompanied by appropriate erosion control I ' measures to prevent adverse impact to adjacent weUand areas. �� Prevention ofPollutt�� _ Wetlands often contain organic soils that serve to detain and remove dissolved ' , and particulate nutrients (such as nitrogen and phosphorus) and serve as traps for toxic substances. The plants within such areas also may have properties that aid in the prevention of pollution by taking up nutrients and toxins. Existing vegetation I ' on banks can also provide for pollution prevention by stabilizing the soils and preventing downstream sedimentation. III � The proposed stormwater management features, along with other components (Best Management Practices) of the Project design, will minimize and/or prevent the introduction of pollutants into the wetland system and will be an improvement ' over the existing condition. The stormwater management system will treat site runoff to adhere to the DEP's Stormwater Management Policy and Manual. I�, ' Protection o(Fisheries Wetlands, including Bank and Land Under Water, can serve to protect habitat ' through physical means such as shelter, and breeding. areas as well as food sources. In this instance, the proposed wark will not affect any resource currently serving this function. ' Protection o Wildlife Habitat ' Wetlands, especially wooded BVW, can possess features important for animal habitat. Sources of food, shelter, migratory and overwintering habitat, and breeding areas are some of the habitat functions provided by the BVW. The soil ! ' structure and plant community composition of these ecosystems can provide valuable habitat diversity for different species at differing times of the year. I''I ' Tbis project is not located within a mapped area of Estimated Habitat of Rare i Wetlands Wildlife or a High Priority Site of Rare Species Habitat. As such, we do not believe there will be any impacts to wildlife habitat. ' � ' � 1 1� OPERATION/MAINTENANCE PLAN I ' for the STORMWATER MANAGEMENT SYSTEM Amerada Hess Corporation � ' Proposed Hess Express 295 Derby Street Salem,Massachusetts ' ' ' MAINTENANCE OF ALL PARKING LOTS, DRIVEWAYS AND ON-SITE DRAINAGE SYSTEMS ON PROPERTIES KNOWN AS 295 DERBY STREET(A.K.A. CITY OF SALEM ASSESSOR'S MAP 34, LOT 442), SALEM,MASSACHUSETTS SHALL BE THE , RESPONSIBILITY OF THE HESS GASOLINE FACILITY OPERATORS (AMERADA HESS CORPORATION OR THEIR SUCCESSORS). THE IMPLEMENTATION OF THE FOLLOWING MAINTENANCE PROGRAM IS INTENDED TO ADEQUATELY MANAGE SEDIMENT INFILTRATION TO THE STORM WATER DRAINAGE SYSTEM. I� � 1. ALL PARKING LOTS SHALL BE SWEPT FOUR(4)TIMES PER YEAR(MINIMUM), BETWEEN THE DATES OF OCTOBER 1 AND JiJNE 1 OF EACH YEAR. ALL SAND ' AND DEBRIS SHALL BE PROPERLY DISPOSED. 2. THE ON-SITE DRAINAGE SYSTEMS CONSISTING OF ALL CATCH BASINS, ' VORTECH UNITS AND OUTLETS SHALL BE INSPECTED QUARTERLY, AND CLEANED AND MAINTAINED AS NEEDED,BUT NOT LESS THAN TWO (2)TIMES PER YEAR. , 3. PRIOR TO CLEANING CATCH BASINS, SAME SHALL BE INSPECTED FOR THE PRESENCE OF HYDROCARBONS AND ANY FOUND TO BE PRESENT SHALL BE , , REMOVED BY A LICENSED CONTRACTOR. 4. CLEANING OF CATCH BASINS SHALL INCLUDE THE REMOVAL AND PROPER ' DISPOSAL OF ALL SAND AND DEBRIS. 5. CLEANING OF THE VORTECHS SYTEM SHALL BE PERFORMED BY A VACWM TRUCK AND SHALL INCLUDE THE REMOVAL AND PROPER DISPOSAL OF ALL ' SAND AND DEBRIS. 6. GRASS AREAS SHALL BE MOWED FOUR(4)TIME PER YEAR. ' 7. AMERADA HESS CORPORATION (OR THEIR SUCCESSOR) SHALL MAINTAIN A MAINTENANCE LOG DOCUMENTING THE INSPECTION AND MAINTENANCE OF , THE DRAINAGE STRUCTURES UNDER ITS CONTROL. 8. SNOW STOCKPILES SHALL BE LIMMITED TO THE PAVED SURFACE. SNOW , REMOVAL WILL BE REQUIRED WHEN STOCKPILES INTERFERE WITH OPERATION OF THE FACILITY. THE REMOVAL AND DISPOSAL OF SNOW FROM THE FACILITY SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND , FEDERAL ORDINANCES,RULES,REGULATIONS AND LAWS. , ' ' SUMMARY OF DR.4INAGE CALCULATIONS -------------------------------- � PROJECT: AMERADA HESS CORPORATION DATE: 5/3/02 Proposed Service Station Redevelopment 1 LOCATION: 295 Derby Street , City of Salem, Essex County, Massachusetts 1 "C" before: Existing Site Condition Area (sf) % Coeff. Fract. Comp. , AsphalUBuilding 8993 51.1% 0.95 0.49 Grass 8610 48.9% 0.3 0.15 � Total: 17603 100.00% "C" compos. = 0.63 "C" after: Proposed Site ' Condition Area (sf) % Coeff. Fract. Comp. AsphalUBuilding 13503 76.7% 0.95 0.73 , Grass/Landscaping 4100 23.3% 0.27 0.06 Total: 17603 100.00% "C" compos. = 0.79 ' � tc= 5 min. (time of concentration -existing) tc = 5 min. (time of concentration- proposed) i = 4.2 in./hr. (2 yr storm intensity) i = 5.3 in./hr. (10 yr storm intensity) , ' i = 6.0 in.lhr. (25 yr storm intensity) i = 7.4 in./hr. (100 yr storm intensity) ! Determine Decrease in Runoff-Total Site: 2 YR 10 YR 25 YR 100 YR ' "Q" existing = "C" comp. x i x Area = 1.07 1.35 1.53 1.89 "Q" proposed = "C" comp. x i x Area = 1.34 1.70 1.92 2.37 Net Increase in Runoff From Site= 0.27 0.34 0.39 0.48 ' Note: There will be a 25°/o Net Increase in the Runnoff Rate. � �11 � 1 ■� � � � � � � w � � � �; � � � � � Location: 295 Derby Street, Salem TSS Removal Calculation Worksheet A g C D E _. _ _ _ ' -- __ . _ -- - -- - - -- -- --- BMP TSS Removal Rate Starting TSS Load* j Amount Removed (BxC) ; Remaining Load (C-D) l 1.000 0.100 ' 0.900 Street Sweeping_ i _ _ 0.100 � --- —-- - _ . _ _- - - -- - - __- - - ----- -- ' Deep Sump Catch Basin j_ _ 0 250 ; 0 900 0.225 0.675 ----- - -- -- _ _ . ___ - - ------- Vortechnic 0.800 � 0.675 0.540 � 0.135 -- — - ,, _ ;_ _ - _ .. _ --- -_ _ _ - - -- -- - � --- -- � —I- - . . . _ ._ . . .._.. _ . .L ._. _ . _._. _��, . _ .__ - —. . _-- �. ---- - �------- ; Total TSS Removal= 0.865 �, Project: Hess -295 Derby Street, Salem , Prep. By: Bohler Engineering Date: May 7, 2002 ' Equals remaining load from previous BMP (E)which enters the BMP