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0072 FLINT STREET - CONSERVATION COMMISSION, DEP 64-492 �� -�R,v (�� -�� M� � a��,r��.� � ��z �'I,�; �.��, �1;�� ;�:��,.,.t�. � ��: �,� i, - a _ _ , . _ _. _ ... � . . , � m ✓ � � - � s � � � � � s t , --� � � 0 �'c��T�' CITY OF SALEM �v� ��. �� LEGAL DEPARTMENT 9?C,,M,NB d�� 93 V�ASHINGTON$TAEET� $pLEMI,jyfpgSACHUSETTS 01970 'I�t. 978-745-9595 � Fns:978-744-1279 KI..I6ERI.LY DRISCOI..L ELIZABE'I'H RENNARD,ESQ. � MAYOR � � . ROBIN STEIN,ESQ. CI1'Y SOLICITOR t�SS'I'.CTTY$OLiCITOR To: David Pabich, Chair Salem Conservation Commission From: Elizabeth Rennard, City Solicitor � Re: Legal Opinion — Issuance of Fines Date: January 27, 2011 Issues presented: , You have requested an Opinion of this Office how the Commission may, if legally permissible, issue a fine retroactively for a violation of conditions within an Order of Conditions even though the condition has been addressed by the ownerl Facts: The facts as I undersiand them are that the Conservation Commission has indicated an intention to fine the owner of the former Salem Suede property, Alan Zion, for an alleged violation of conditions in the Order of Conditions issued by the Commission relating to the demolition of the buildings at 72 Flint Street. Specifically, the Commission now asserts non-comp�iance with the following conditions: 45. Applicant shall report to the Conservation Agent any defects in the floor slab that may have resulted in materials getting into the soils beneath the slab. 46. Upon the demolition of the building the Conservation Agent shall be inforrned of the quality of the concrete slab. 47. The concrete slabs and soils undemeath of the slabs shall remain in tact and storm , water shall be prevented from carrying contaminates from the slab into the soil, groundwater, and ultimately the North River, unless soil tests and borings taken from the building slabs and underlying soils confirm that they are free of hazardous and/or petroleum materials as indicated by a qualified individual. Altemative abatement plans shall be presented to the Commission for approval prior to completing work. The demolition of the several buildings on the property was completed approximately one year ago and since that time Mr. Zion, his environmental engineers and attorney have appeared before the Commission several times relative to issues both unrelated and related to the concrete slabs. In December, 2010, after Mr. Zion's attempt to address penetration through the slabs using poly sheeting faited to address the Commission's concerns, the Commission required Mr. Zion to complete concrete repairs to the slabs and the Commission has since accepted these repairs as adequate. On January 13, 2011, the Commission requested Alan Zion and his attorney Scott Grover to appear before the Commission at its January 27, 2011 meeting to respond to the alleged- violation. No written notice of this alleged violation or Enforcement Order was issued by the Conservation Agent or the Commission prior to this date. Commission's Authority to Impose Fines: The authority of the-Commission to impose fines comes from the Section 12 of Chapter 50 of the City Ordinance, Wetlands Protection and Conservation. This Ordinance is modeled after the Commonwealth's Wetland Protection statute, M.G.L. c 131, Section 40. The Ordinance, Sec. 50- 12, Enforcement states, "Any person who violates any section of this chapter or any condition of a permit issued pursuant to this chapter shall be punished by a fine of not more than $200.00. Each day or portion thereof during which a violation continues shall constitute a separate offense; if more than one, each condition violated shall constitute a separate offense. This chapter may be enforced by a police officer or other officer having police powers. Upon request of the conservation commission or of the city councif, the mayor and city solicitor shall take such legal action as may be necessary to enforce this chapter and permits issued pursuant to this chapter." Opinion: The purpose of the City Ordinance in empowering the Commission to levy fines for violations is to enforce the Ordinance and provide incentive to property owners to correct violations quickly. It is not intended to be punitive. When the Commission finds it necessary to consider fines, it must exercise its authority to fine in a manner that does not deprive the owner of his Constitutional right to due process. In this and every case, due process requires that the owner be provided notice and opportunity to be heard on the matter. In this case, it appears that the owner was before the Commission several times during 2010 and issues relative to the slabs were discussed at length, but at no time was the owner advised, either by letter or Enforcement Order, that the Commission considered him to be in violation of the above-reference conditions. The Commission's stated intention to impose fines for a violation of which the owner was never properly notified and which has now been cured is likely, in my opinion, to be considered by a Court to be arbitrary and capricious and therefore beyond the scope of the Commission's authority. It is my opinion, as a matter of law, that the Commission does not have the power to retroactively fine a property owner for a violation of which the owner was never properly notified and, as such, such a fine would have no enforcement effect. The use of fines as punishment was not intended by the Ordinance and is constitutionally impermissible under these circumstances. For further guidance on enforcement procedures including fines, I would like to direct the Commission's attention to the DEP Enforcement Manual which may be found at www.mass.qov/deo/water/laws/wenfman ndf. As you will note in this publication, it is recommended that municipalities utilize the non-criminal ticketing procedure found in Massachusetts GL c. 40, Sec. 21 D for issuing fines. In order to use this procedure, however, it would require a minor amendment to the City Ordinance. This amendment may be prepared by � this office at the request of the Commission. . Please feel free to contaet me if you have any questions relative to this Opinion. TINTI, QUINN, GROVER & FREY, P.C. . 27 CONGRESS STREET, SUITE 414 SALEM, MASSACHUSETTS 01970 WILLIAM J.TINTI WILLIAM B.ARDIFF(1965- 1995) tintiQtintilaw.mm TELEPHONE I WILLIAM F.QUINN (978)745-8065 • (978)744-2948 MARCIA MULFORD C1NI WilliamFQuinn�ooLcom OF COUNSFI, SCOTT M.GROVER � TELECOPIER JOHN D.KEENAN s m g rnver@ti nti law.com � (978)745-3369 OF COUNSFL www.ti�tilaw.com MARC P.FREY mpfrey@[inCilaw.com JONATHAN M.OFILOS jofilos�eintil:n�.com ��.._,. p^, ',�� . 1_.l APR 28 201i DEPT. OF PLANt�ING& � Anril 25_ 2011_ COMp�UNIN DEVELGPMENT Thomas Devine City of Saletn � ConservaYion Agent 120 Washington Street Salem, Massachusetts 01970 � In re: 72 Flint Street, Salem, MA Dear Tom: I have enclosed a check in the amount of$2,200.00 toward the fines that were assessed by the Conse�vation Commission against the owner of the above referenced property. I believe this payment completes the obligatio�ls of my client. Very trul yours, /! .�� ott over SMG/dlg enclos��re t City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form P/ease complete fo�m and make two copies. Date Received L� _ �— � Amount Received a ��_.0 � � Form of Payment � Check � Cash � Sign Permit Application Fee ❑ Conservation Commission Fee Payment received for what ❑ Planning Board Fee/ ZBA service? � SRA/DRB Fee ❑ Copies � Other: �„n ��,� �j� Name of staff person recelving payment �� I�, Additional Notes � 17410 I i . . SALEM SUEDE� INC. EASTERN BANK 223 i LYNN,MA 01901 . P.O.BOX 708 53-179-113 o I SALEM,MA 01970 If �� D "� � �� A ! � �c�kj`hu��(n�! ls.c,ru'u,�. C'h'n.::( �//� o I �� DATE AMOUNT � i m � �AY � ) � � �d�.u� ��Ti�OIl �aZ�40. 60 _ I rorr+e / L � (��y��,� ��t / , LL I JRDER l �.Lu G� N � DF � �C __ _✓=�cW J I ._" _ ��l'__ ' � n• 4 LOii' �:0 L L 30 i 798�: 06 000 299 20�i' i%��------ 017 Original Check and Form: DPCD Finance Copy 1: Client Copy 2; Application File �' TINTI, QUINN, GROVER & FREY, P.C. 27 CONGRESS STREET,SUITE 414 � SALEM,MASSACHUSETTS 01970 WILLIAM J.TINTI WILLIAM B.ARDIFF(1965- 1995) tinti@[i�tilaw.com TELEPHONE �, WILLIAM F.QUINN (978)745-8065 • (978)744-2948 MARCIA MULFORD CINI ' oe CouNse� WilliamFQuinn@aol.com '� SCOTT M.GROVER TELECOPIER JOHN D. KEENAN �i emgrovec@eineilaw.com (978)7453369 oF CouNse� www.tintilaw.com MARC P.FREY mpfrey@tin[ilaw.mm JONATHAN M.OFILOS -IofilosCtineilaw.mm R " . �"�k� '""�" ! •��a..e�'i:�.�� '� �e . NOY 2J Z01� � DEPT. OF PLANMING& NOVeTribei 24, 2010 COM�fU^;I1Y DE\/E�OPMENT � BY HAND � Thomas Devine City of Salem Conservation Agent 120 Washington Street j Salem, Massachusetts 01970 In re: 72 Flint Street, Salem, MA Dear Tom: Pursuant to my agreement with Beth Rennard, I have enclosed a check in the amount of $2,000.00 toward the fines that were assessed by the Conservation Commission against the owner of the above referenced property. My client will continue to make monthly payments in such amount until the fines are paid in full. Very truly yours, > c t M. C� over SMG/dlg enclosure _ . � City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete form and make two copies. Date Received I � —a — p Amount Received � U � Form of Payment �Check ❑ Cash ❑ Sign Permit Application Fee ❑ Conservation Commission Fee Payment received for what ❑ P�anning Board Fee/ ZBA service? � SRA/DRB Fee ❑ Copies � Other. �� c��np Name of staff person receiving payment Additional Notes . , -- , — --- - ' � ` 17397 ---�'' "SALEM SUEDE,INC. + ens�RwenNK � ` ..�J - P.O.BOX 708 � . i � LYNN.MA 01801 - - •.-:SALEM;MA'01870 . 53-07Bq13 � � � �1,� �i�ul �� a,�roC '��oo � � , - , � � DATE . � . � AMOUNT � PAY //�� \a�J;-I,'. OORDER ( y,/„ t� ��"(�rot � (� : C--J�'(�� •ZO/D � �oZdGD. 00 �-"-� �/ � .. . � �- � � (//ay � " � ' ` . � 0//,., . �,�W/�l�' i�■O i 7 39 7i�' -�:O l i 30 i 798�: 06 000 299 20�i■ -'Z�/�� Original Check and Form: DPCD Finance Copy 1: Ciient Copy 2: Application File ; �"M TINTI, QUINN, GROVER & FREY, P.C. 27 CONGRESS STREET,SUITE 414 � SALEM,MASSACHUSETTS01970 WILLIAM J.TINTI WILLIAM B.ARDIFF(1965• 1995) tinti@tintilaw.com TELEPHONE � WILLIAM F.QUINN (978)745-8065 • (978)744-2948 MARCIA MULFORD CINI OF COUNSEL WilliamFQuinnQaoLcom '� SCOTT M.GROVER TELECOPIER JOHN D.KEENAN smQrover@tintilaw.rom (978)745-3369 pF CoUNSE1 � www.cintilaw.mm MARC P.FREY - mpEcey@ti�[ilaw.wm JONATHAN M.OFILOS � jofilos@ti�eilaw.com �R,,�r I ' ��E 59 �� . JAN 10 2011 DEPT.OF PLANNING 8 Janu2ry�%, 1011 COMMUNITY DEVE�APMENT Thomas Devine � City of Salem � Conservation Agent I 120 Washington Street �I Salem, Massachusetts 01970 ' In re: 72 Flint Street, Salem, MA Dear Tom: I have enclosed a check in the amount of$2,000.00 toward the fines that were assessed by the I, Conservation Commission against the owner of the above referenced property. My client will ' continue to make monthly payments in such amount until the fines are paid in full. Very truly yours, S tt . Grove I SMG/dlg enclosure � y� ,� ', � City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please comp/ete form and make two copies, Date Received _ ( u — l I Amount Received c� C� Form of Payment � Check � Cash ❑ Sign Permit Application Fee [2�Conservation Commission Fee � "�S Payment received for what ❑ P�anning Board Fee/ ZBA service7 � SRA/DRB Fee ❑ Copies � Other; Name of staff person receiving 1 payment 1 /�_ Additlonal Notes ,�. _. . `` ` ,, ,,': 1,7 3 9 8 , v , , . ,. b �, SALEM SUEDE INC. � �" ' �" " f � . EA87ERN BANK 7p �,� s s . e� t '� „�:. � '-. P.O.BO%708 ' � � i � . u �``� SALEM�MA 07970 � `' s " LYNN MA:01901 _.�� y �? 'F5 x�a -� . Fp ... x �- .c � . �:. �� t 53-179-tt3's ".. � ` , . � .i - � .a S— � .� � h. d P 4 � F �fr ( . , i.l f Y o 4 �� 1� �� qn '� , d�v 3 � s ' .� 't. � � 'r��: i .. � � (M.0 4.La /�70 � i y � . v u.- ? k �r i �, ,� , '� . �r ,r , � � � 7 y.� �4� H:r x°� _ '. "� , _ i � C -`> 't �s s .r 4 v�"4��'�� ' i:. _ 1 ^ :� �:' !t�.. � 'F'�,.f s �. � � p� DATE c n �'. s t G � � � � " T AMOUNT .. _ <I"7..��` �l �r.t � .f' .r 7$ -r rr �"�f J �� t �o � �v�` y �_ .• � i,�'^�T � ��I AYc'�� ,�� .,. . '� $� -5 . , . OFDER �. �Y:S�+L ,\� C�.��'YX+M.��W''1 " Ic� If ��J !oZ0I0 ' },s ot/�� 00 .s i S _, f _ . " - .b y F 4 .iy ° . { � !� M . . . � . - � . S �� . 3 r `: . . : . . . . . f _ � 1 . y� � . . � �.. �/'',C�{�'�� . . � ` t � � ' 7�•0 � 7 398i�' �;0 � i 30 � 798�; 06 00`0 2_99:20i�'.'- � ` Original Check and Form: DPCD Finance Copy 1: Client Copy 2: Application File City of Salem Department of Pianning 8� Community Development Check/Cash Receipt and Tracking Form Please complete form and make two copres. Date Received 3— �� l � Amount Received �..� Form of Payment �"Check ❑ Cash ❑ Sign Permit Application Fee ❑ Conservation Commission Fee Payment received for what ❑ Planning Board Fee/ ZBA service? � SRA/DRB Fee ❑ Copies �Other: �.� �y* --'\ l�n.,�� } Name of staff person receiving payment � ��,,,�?,� Additional Notes I3s � . . '.��..��' . . . . —' � 17399 �, ' SALEM SUEDE, IIVC. eAsrenN eaNK ns � c . � � P.O.BOX 708 � . - . . . LYNN,MA 01907 � � � p ' SAIEM;NIA 01970 �� . .. - � � 53-179�113 � � - � � � � � � Q � � ��, � ;��q�; �. � . . � . . . . . . . 9ry'�S"'*`G�iGitt+/tt�d� L�`ri'ta tllntc,�. �tlJ . . - � , . � - . � � a N+yF'' � #Tti � . , � . . . `3 �, _ g �.y. � . . . � �,�, � � � DATE AMOUNT e �.,. a !a � . . � y � i. n �. — l}. . To7t� �° s �C%�l.w+ �`�`�u'�� { �:'y,,�,� � /f� a2t�// ��l�dr1,60 CJ � ��,�� y� � � �,,,�; � <w w,� - , f `� �. W x � � ,� ,,:�, -;:,, � � 4., y , � � ,A . . .. . . �. . � � . � /�/,�^'�',//1, . , , . n i�.a�r,� � ^ - . . .�____-Y " "G.�C/v`—' ��. ��' _ � __ _-_____'��._�� _ ��'�� ' '•n°017399��' �:0L � 301798�: 06 00024920�i'', r � '" ,.� r. • �=4� , � .. � _ . � _ ; „ ' Original Check and Form: DPCD Finance � Copy 1: Ciient � Copy 2: Application File a 4.. � '. F P ' � �b' ' City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete form and make two copies. Date Received a - , s- - �-� 1,� Amount Received � �v Form of Payment [�--Check ❑ Cash � Sign Permit Application Fee � Conservation Commission Fee Payment received for what ❑ Planning Board Fee/ ZBA serviCE? � SRA/DRB Fee � Copies � Other: CO,n �-`'J� ��r+LQ— Name of staff person receiving payment �Q „�1-.-L_ Additlonal Notes 17401 SALEM SUEDE, INC. EnsreAN enwK rta � .� .. ..'.P.O.�BOX 708 � - LYNN�.MA 07901 ' � - � � . � . � ��"SALEM,MA 01970�. . � . � � . � 53-179-113 ' , � ' - � . tJ. ` .: . - , . . � . . . �y d,/0.,... yydeL [ J /�N �.d�� ,,,..� aN � ',� .''� . :. �. : . . � � � � DATE ��.��. �„ . �� AMOUNT E x ��' r. � . . .. , . . , � . � . TOTHE /��i.t�'� �. �iLJI�(�,�f�it�atfYE � ��U1L�Ay /��Z.B//- �� X cZDD.O�DO � ] r;ORDER . 1,,,,.Y� `�f''- - ' ,. i ��F �,�, x .� i �, : � , . . S ` �. , . . . . � - '��,�Q"V•� / Y . . ¢ : . - . � . /! . z ' � !�'0 i 74D �ii' �:0 i i 30 1798�: 06 000 299 20n' -� Original Check and Form: DPCD Finance I Copy 1: Client Copy 2: Application File r TINTI, QUINN, GROVER & FREY, P.C. 27 CONGRESS STREET,SUITE 414 SALEM,MASSACHUSETTS 01970 � WLLLIAM J.TINTI � tinti@tintilaw.com WILLIAM B.ARDIFF(1965- L995) TELEPHONE WILLIAM F. QUINN (978)745-8065 • (978)744-2948 MARCIA MULFORD CINI W illiamFQuinn@aoLcom oF CouNse� SCOTT M.GROVER TELECOPIER JOHN D. KEENAN (978)7453369 oa CouNSE� smgrover@Cineilaw.rom www.ti�tilaw.mm MARC P. FREY mpfrey@tin[ilaw.com JONATHAN M.OFILOS . Jofilos@tineilaw.com ivlarcn 15 2011 Thomas Devine City of Salem Conservation Agent 120 Washington Street Salem, Massachusetts 01970 In re: 72 Flint Street, Salem, MA Dear Tom: I have enclosed a check in the amount of$2,000.00 toward the fines that were assessed by the Conservation Commission against the owner of the above referenced property. My client will continue to make monthly payments in such amount until the fines are paid in full. Very truly yours, � co t . over SMG/dlg �� Y�-_.Lv.:>�4.�.,:��.�� enclosure MAR 18 2011 DEP7:OF PLAiJNIi�1G& COME1l1NITY DEVELOPNENT � City of Salem Deparfinent of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete form and make two copies. Date Received �—� �—�� Amount Received v u� Form of Payment ❑ Check ❑ Cash ❑ Sign Permit Application Fee ❑ Conservation Commission Fee Payment received for what ❑ Planning Board Fee/ ZBa ServiCE? � SRA/DRB Fee ❑ Copies �Other: l_a� �� - Name of staff person receiving I payment �A Additional Notes 17406 SALEM SUEDE� INC. EASTERN BANK rea � - P.O.80X 708 . LYNN,MA 01901 � . . SAIEM,MA 01970 �"��"t13 � � � � � �� ; �� -� DATE AMOUNT f PAY � , � ,�G� l�� l/��9Yi ��_.-I��,lG(G I,�J� �� 02%�aD.� . �. TOTHE /J-i�_ ,J l . OFDER `,'v; �/ - . � � . . / . --.—.+F�aCY�'�ej%�— M ii•0i7406��• �:0ii30i798i: 06 00029920i�' ` Original Cheek and Form: DPCD Finance Copy 1: Client Copy 2: Application File Tom Devine From: Beth Rennard Sent: Friday, November 12, 2010 11:28 AM To: Frank Taormina Cc: Tom Devine Subject: RE: Salem Suede Frank and tom, I spoke with David Pabich and with Scott Grover. I informed Scott that there would be no change in the commission's position on the duration of the fine and that it would remain at $12, 000. I discussed the appeal process with Atty. Grover and we agreed that they would not appeal, but that we would accept the fine in no less than 6 monthly payments (may be less . if they sell the property sooner) . I hope this is acceptable to the commission. I felt that since the letter issuing the fine placed any � further appeal in the hands of my office that this was within my authority to agree to. � i ' We will have the first check early next week. � ' From: Erank Taormina Sent: Wed 11/10/2010 2:08 PM �� To: Beth Rennard Subject : RE: Sa1em Suede � � Beth, Tom is not here. Dave Pabich' s Cell phone number is (978) 979-9278 . This is the best way to contact him. . . frank Frank Taormina Planner/N,arbor Coordinator Deoartment of Planning & Community Development City Hall Annex 120 Washington Street Salen, Massachusetts 01970 978-619-5685 (phone) 978-790-0909 (fax) www. salem.com - From: Beth R2nnard Sent: Wednesday, November 10, 2010 2:07 PM To: Frank Taormina 1 �o9NT�� °�ve� � G� CITY OF SALEM � ,�,�- �q� ��,,,�Q,.'S' CONSERVATION COMMISSION MLVB�" September 13, 2010 � Allan Zion � P.O. Box 708 Salem, Massachusetts 01970 RE: Issuance ojFines jor Volation ojOrder ojConditions—DEP#64-492-72 Flint Street former Salem Suede Tannery Property Deaz Mr. Zion: As you are awaze,at the September 9, 2010 regulazly scheduled meeting of the Salem Conservation Commission, the Commission voted(6 in favor, 0 opposed)to uphold the fines held in abeyance for sixty-one(61) days of non-compliance with Conditions#4, #21, #22, #23, #24, #30, #42, and#43 of the above referenced Order of Conditions at$200 a day,for a total of$12,200. Please remit$12,200 payable to the City oJSalem Conservation Commission Failure to remit payment of this fine within sixty (60) days from the date of this letter will result in this matter being fonvazded to the Ciry's Legal Department for appropriate action. Sincerely, � F Tao ina Planner/Hazbor Coordinator/Interim Conservation Agent Cc: Beth Rennard, City Solicitor Lynn Duncan, Director DPCD Attorney Scott Grover Departrnent of Environmental Protection,NERO •y � IU�WT� ' vY:�°<�'V',,,� -1�j� . � �; �� ; � CITY OF SALEM �� CONSERVATION COMMISSION , �� ,M,�,�� September 7, 2010 - Allan Zion P.O. Box 708 ' Salem, Massachusetts 01970 RE: /ssuance of Fines for Violation of Order of Conditions—DEP#64-492-72 Fli�it Street former Salem Suede Tannery Property Dear Mr. Zion: The Commission acting under the jurisdiction of the City of Salem Ordinance Pertaining to General Wetlands has issued you a fine in the amount of 512,200 The Ordinance states, `°Any person who violates any provision of this Ordinance or any condition of a permit issued pursuant to it shall be punished by a fine of not more than two hundred dollars($200)each day or portion thereof during which a violation continues shall constitute a separate offense: if more than one,each condition violated shall constitute a separate offense". A violation letter was sent on July 9, 2010 stating that the Commission will begin levying fines of $200 a day for non-compliance with Conditions #4, #21, #22, #23, #24, #30, #42, and#43 of the above referenced Order of Conditions, until the Conservation Agent has determined that you have fully complied with all the requirements outlined in this letter. As stated above, the Commission could have enforced fines of up to $200 a day per each ot�'ense, but opted to issue fines of only $200 a day for all eight(8)conditions in violatiou on site. The Conservation Agent performed a tinal inspection on September 7, 2010 at the site and confirmed that all the violations were brought into compliance. A total of 6l days lapsed since fines started accruing at $200 a day, totaling$12,200. Attorney Scott Grover asked that the fines be held in abeyance so that he could be given a chance to address the Commission on your behalf at their next regularly scheduled meeting on Sept. 9, 2010 at 6pm. Sincerely, !�*�'�� F ank Tao ina PlannedHarbor Coordinator/Interim Conservation Agent Cc: Beth Rennard, City Solicitor Lynn Duncan, Director DPCD Department of Environmental Protection, NERO •_ "} `� ��JNUIT�� y�� °;�;;, �� .�'�� t��, CITY OF SALEM �� CONSERVATI ��,M�, : ON COMMISSION January 18, 2012 Scott Grover Tinti, Quinn, Grover& Frey P.C. 27 Congress Street, Suite 414 Salem, Massachusetts 01970 Re: Cenificate of Compliance DEP #64-492—72 Flint Street (Former Salem Suede) Dear Mr. Gover: Enclosed, please find the Certificate of Compliance for the above referenced property. This Document must be cecorded at the Essex County Registry of Deeds. Please fill out and return the Recording Information on page 3 of the Certificate of Compliance, which will indicate to the Salem Conservation Commission that the document has been recorded. If you have any further questions please feel free to contact me at 978-619-5685. Sincerely, ( Tom Devine Conservation AgenUStaff Planner Enciosures CC: DEP Northeast Regional Office �- Massachusetts Department of Environmental Protection �� Bureau of Resource Protection - Wetlands DEP File Number: `� WPA Form 86 — Certificate of Compliance 64-492 "� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 providedbyDEP A. Project Information Important: When filling out 1. This Certificate of Compliance is issued to: forms on the computer, use Salem Suede Inc. only the tab key Name to move your 72 Flint Street cursor-do nol use the return Mailing Address key. Salem MA 01970 �}' CityRown State Zip Code � �� 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: Salem Suede Inc. '�Rtl" Name October 1, 2009 64-492 Dated DEP File Number 3. The project site is located at: 72 Flint Street Salem Street Address City/Town 26 91 Assessors Map/Plat Number , Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for. Salem Suede Inc. Property Owner(if differenq Southern Essex 29072 62 County 800k Page . � � Certificate � II� ' 4. A site inspection was made in the presence of the applicant, or the applicanPs agent, � on: �i 1111/12 Date wpafrm8b.�oc•rev.12123/09 WPA Form 88,Certi�¢ate o!Compliance•Page 1 of J - II .t .. � I Massachusetts Department of Environmental Protection �, Bureau of Resource Protection - Wetlands DEP Pile Number: '�� WPA Form 8B — Certificate of Compliance � � Massachusetts Wetiands Protection Act M.G.L. c. 131, §40 p o�ded by DEP 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 certifed that only the following portions 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 certified 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: C. Authorization Issued by: Salem 1 — ��— 2e�11 Conservation Commission Date of Issuance This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the applicant and appropriate DEP Regional Office (See httq:Nwww.mass.qov/dep/about/reqion/findyour.htm). � ,� /1 / Signatures: �� i� ' j � , i � ��,� ;� L,��_ �`�;=�-.%' , � c � � wpalrmBb.doc•rev.12/23I09 W Pq Form BB.Certifcate o!Compliance•Page 2 0!7 x � ,.� Massachusetts Department of Environmental Protection �;.�-- Bureau of Resource Protection - Wetlands oeP F��e n,�mbe�: ' �` WPA Form 8B — Certificate of Compliance 64-492 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: County for: Property 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: Documenl Number II�' Signature of Applicant wpalrmebAoc•rev.12i23i09 WPA Porm BB,Cenilmale o!Compliance•Page 3 of 3 i w TINTI, QUINN, GROVER � FREY, P.C. 27 CONGRESS STREET, SUITE 414 SALEM,MASSACHUSETTS 01970 WILLIAM J.TINTI WILLIAM B.ARDIFF(1965- 1995) tinti@[intilaw.com TELEPHONE WILLIAM F.QU1NN (978)745�8065 • (978)7442948 MARCIA MULFORD CINI W illiamFQuin�@aol.co m OF COUNSEL SCOTT M.GROVER TELECOPIER JOHN D. KEENAN smgvovecQ[intilaw.com (978)7453369 OF CoUNse1 www.tineilaw.com . MARC P.FREY �� mpfreyQtintilaw.com �� JONATHAN M.OFILOS � . jofilos@eineilaw.mm JAN � 82011 GDMN�N DE1�FN�EN� January 18, 20ll Thomas Devine City of Salem Conservation Agent 120 Washington Street Salem, Massachusetts 01970 In re: 72 Flint Street, Salem, MA Dear Tom: I have enclosed a check in the amount of$2,000.00 toward the fines that were assessed by the Conservation Commission against the owner of the above referenced property. My client will continue to make monthly payments in such amount until the fines are paid in full. Very truly yours, ott M. Gro r SMG/dlg enclosure i � . TINTI, QUINN, GROVER & FREY, P.C. 27 WNGRESS STREET,SUITE 414 ' SALEM,MASSACHUSETTS 01970 WILLIAM J.TINTI WILLIAM B.ARDIFF(1965- 1995) [inei@rintilaw.mm TELEPHONE WILLIAM F.QUINN (978)745-8065 • (978)744-2948 ' MARCIA MULFORD CINI WilliamFQuinn@aoLwm oF COUNSEL I SCOTT M. GROVER TELECOPlER . JOHN D.KEENAN � (978)745-3369 oe CouNse� smgroverQtintilaw.com www.tintilaw.com ' MARC P.FREY . mpfrey@ti�tilaw.com JONATHAN M.OFILOS j ofiloeQtintilaw.com . '�s c�-:..: February 14, 2011 ��'+�� k�� FEB 15 Zp�� DEPT. OF PLa.��JING$ Thomas Devine COMt��Ty pF�E�pMEWT City of Salem Conservation Agent � 120 Washington Street Salem, Massachusetts 01970 � In re: 72 Flint Street, Salem, MA Dear Tom: I have enclosed a check in the amount of$2,000.00 toward the fines that were assessed by the Conservation Commission against the owner of the above referenced property. My client will continue to make monthly payments in such amount until the fines are paid in full. Very truly yours, ��-�. �-�- s�ott M. Gro�er � SMG/dlg enclosure � Massachusetts Department of Environmental Protection sa-asz � � Bureau of Resource Protection - Wetlands MassDEP File Number �� WPA Form 5 - Order of Conditions DocumentTransactionNumber � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ciry/Town A. General Information ' imPorta�r Salem When filling out 1. FfOfil: Conservation Commission forms on the � wmputer, use z. This issuance is for (check one): a. � Order of Conditions b. ❑ Amended Order of Conditions ' only the tab key . '� to move your � cursor do not 3. To: Applicant: use the return key. � 'I�V a. First Name � b.Last Name � Salem Suede Inc. � c.Organization �� 72 Flint Street I ""^' d. Mailing Address � Salem MA 01970 e.Cityffown � f.State g.Zip Code ' a. Property Owner(if different from applicant): a. First Name b.Last Name � � ' c.Organization �. d. Mailing Address �� e.City/Town f.State . g.Zip Code � s. Project Location: '. 72 Flint Street Salem a.Street Address b.City/Town � 26 91 c.Assessors Map/Plat Number d. ParceVlot Number Latitude and Longitude, if known: 42.520464 70.967494 e. Latitude f.Longitude s. Property recorded at the Registry of Deeds for(attach additionai information if more than one parcel): Essex a.Counry b.Certificate Number(if regislered land) 6690 89 c.Book d. Page August 27, 2009 September 10, 2009 October 1, 2009 7. Dat85: a. Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance a. Final Approved Plans and Other pocuments (attach additional plan or document references as needed): Site Demolition Plan 72 Flint Street Salem, MA - a.Plan Title Eastern Land Survey Assoc., Inc. Christopher R. Mello b.Prepared By c.Signed and Stamped by August 26, 2009 1"=40' � d. Final Revision Date e.Scale Notice of Intent Attachments August 26, 2009 L AddiGonal Plan or pocument Title g. Date wpalorm5 doc• rev.11/OB Page 1 of 11 . Massachusetts Department of Environmental Protection sa-asz �, Bureau of Resource Protection - Wetlands MassDEP File Number � i1 � WPA Form 5 - Order of Conditions DocumentTransactlonNumber ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ciryrrown B. Findings i. 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 application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that appiy: a. � Public Water Supply b. ❑ Land Containing Shellfish c. � Prevention of Pollution d. � Private Water Supply e. � Fisheries f. � Protection of Wildlife Habitat g. � Groundwater Supply n. � Storm Damage Prevention i. � Flood Control z. This Commission hereby finds the project, as proposed, is:(check one of the following boxes) Approved subject to: a. � the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. 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: n. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go fonvard unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project 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 AcPs interests, and a final 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). Iniand Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and Bank or Bordering Vegetated Wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linearfeet b.linearfeet c.linearfeel d.linearfeet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet . d.square feet 6. ❑ Land Under W aterbodies a.square feet b.square feet c.square feet � d.square feet and Waterways e.Gy dredged f.dy dredged wpalorm5.tloc• rev.11I08 Page 2 0!11 ,' Massachusetts Department of Environmental Protection sa-as2 �—, Bureau of Resource Protection -Wetlands MassDEP File Number ' �� WPA Form 5 - Order of Conditions DocumenlTransactionNumber Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem cirylfown B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted , Alteration Alteration Replacement Replacement �. ❑ Bordering Land SUbjeCt t0 Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic teet g.cubic feet h.cubic feet e. ❑ Isolated Land Subject ' to FloOding a.square feet b.square feet Cubic Feet FIOod Stordge c.cubic feet d.cubic feet e.cubic feet f.cubic teet i� s. � Rivertront Area 86,800 as,aoo � � a.total sq.feet b.total sq.feet �. 33,250 33,250 Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet . Sq ft belween 100-200 ft 53,550 53,55o i g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) �o. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below i t ❑ Land Under the Ocean a.square feet b.square feet � . c.Gy dredged d.Gy dredged iz. ❑ Barrier Beaches Indicate size under Coastal BeacFies and/or Coastal Dunes below 13. ❑ C08St81 608CheS - a.square feet b.square feet c.Gy nounshmt. d.Gy nourishmt. 14. ❑ Coastal Dunes a.square feet b.square feet c.dy nourishmt, d.Gy nourishmt. 15, ❑ Co9stal BBnkS a.linear feet b.linear feet - is. ❑ Rocky Intertidal Shores a.square feet 'b.square feet ». ❑ Salt Marshes a.square feel b.square feet c.square feet d.square feet i8. ❑ Land Under Salt Ponds a.square teet b.square feet c.Gy dredged d.Gy dredged is. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet �� 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.Gy dredged b.cly dredged , 2i. ❑ Land Subject to Coastal StOfm FIoWOge a.square feet b.square feet w0alorm5.tlac• rev.11IOB Page J o�11 Massachusetts Department of Environmental Protection 64_492 'I �- Bureau of Resource Protection - Wetlands MassDEP File Number � i11� WPA Form 5 - Order of Conditions DocumentTransactionNumber I ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 saiem ciry/iown C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only appiicable to Approved projects. 1. Failure to comply with all conditions stated herein, and with a�l 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, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for com letion has been extended to a s ecified date more than three ears but less P P , Y 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 O�der. 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 the 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 shali be submitted to the 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 shali be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachu5etts Department of Environmental Protection" [or, "MassDEP"] "File Number 64-492 " wpabrrt5.tloc• rev.11IOB � Page 4 0!11 Massachusetts Department of Environmental Protection sa-as2 ��-- Bureau of Resource Protection -Wetlands MassDEP File Number i I/�\ WPA Form 5 - Order of Conditions DocumenlTransactionNumber ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Saiem clry/Town C. General Conditions Under Massachusetts Wetlands Protection Act 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 MassDEP. 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 significant 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 shali 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. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property 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 wetiand boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls 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 andlor damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 18. The work associated with this Order(the"ProjecY') is�i�❑ is not�z>� subject to the Massachusetts Stormwater Standards. If the work is subject to the Stormwater Standards, then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Pian required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. wpaform5.tloc• rev.1 t108 � Page 5 of 11 Massachusetts Department of Environmental Protection sa-as2 �.-- Bureau of Resource Protection - Wetlands MassDEP File Number � I!�'\ WPA Form 5 - Order of Conditions DocumentTrensactionNumber ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 saiem CityRown C. Generai Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; iv. all post-construction stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance untii the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party(defined in General Condition 18(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement)for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 1 S(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f) through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall aiso identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the respo�sible party access to perform the required operation and maintenance must be submitted along with the Iegaity binding agreement. f) The responsitile party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpalorrtS.tloc• rev.11108 _ . Page 6 0!11. Massachusetts Department of Environmental Protection sa-as2 �— Bureau of Resource Protection - Wetlands MassDEP File Number � WPA Form. 5 - Order of Conditions DocumentTransactionNumber � ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Sa�em ciry/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsibie party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. I) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Speciai Conditions (if you need more space for additional conditions, please attach a text document): D. Findings Under Municipal Wetlands Bylaw or Ordinance �. is a municipal wetlands bylaw or ordinance applicable? � Yes ❑ No 2. The hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 1. Municipal Ordinance or Bylaw 2.Citation 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 fnal Order af Conditions is issued. wpaforrt5.tloc• rev.11IOB Page]M 11 Massachusetts Department of Environmental Protection sa-as2 �-- Bureau of Resource Protection - Wetlands MassDEP File Number � '�;-� WPA Form 5 — Order of Conditions DocumentTransactionNumber ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 saiem Ciry/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance (cont.) b. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: 1.Municipal Ordinance or Bylaw � � 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following 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 controt. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): wpaform5.tloc• rev.11IOB Page B of 11 Massachusetts Department of Environmental Protection �-- Bureau of Resource Protection -Wetlands MassDEP File Number I � /1� WPA Form 5 - Order of Conditions DocumentTransacfionNumber ', � � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 saiem , cirylTown E. Signatures and Notary Acknowledgement This Order is valid for three years, unless otherwise specified as a special ��,✓ �2ooq condition pursuant to General Conditions tt4, from the date of issuance. i.�ate of issu n'S ce Please indicate the number of inembers who will sign this torm. 4 (four) This Order must by a majority of the Conservation Commission. 2. Number of si9ners The Order mu be maile by certified mail (return receipt requested)or hand delivered to the applicant. A copy also must e maile or hand delivered at the same time to the appropriate Department of Environmental t' n Regional Office, if not filing electronically, and the property owner, ' different from applicant. Signatures: � � , �� Notary Acknowledgement Commonwealth of Massachusetts County of Essex 10 September 2009 On this Day °f Month Year Before me, the undersigned Notary Public, D. Pabich K. Cornacchio, M.Blier, C. McCauley personally appeared Name of Document Signer proved to me through satisfactory evidence of identification, which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem Conservation Commission CirylTown �, CAREY R. DUOUEB � // ` �1t �t7� �NMP�IItm ,Y � tiycanrnrofionE�pY� �� _ , 10.101i Si nature of N tary Public Carey R. D ques � Pnnted Name of Notary Public Place notary seal and/or any stamp above. Auqust 16 2013 My Commission Ezpires(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on � by certified mail, retum receipt requested, on �x,� �� Z�ia� Date Date wpalorrtS.Goc• rev.111OB Page 9 af 11 Massachusetts Department of Environmental Protection sa-asz �-- Bureau of Resource Protection -Wetlands MassDEP file Number i11 � WPA Form 5 - Order of Conditions DocumentTransactionNumber � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem CirylTown F. 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 MassDEP 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 Request of Departmental Action Fee Transmittal 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. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. 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 appellatejurisdiction. Section G, Recording Information, is available on the following page. wpalorm5.tlac• rev.11I08 � Page 10 of 11 Massachusetts Department of Environmental Protection sa-as2 ��— BUfeBU Of fZeSOUfC@ P�OtBCtlOf1 - W8t�8f1dS MassDEP File Number � �/ �� WPA Form 5 - Order of Conditions DocumentTransactionNumber � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Saiem � � Cityliown G. 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 Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Salem Conservation Commission . � Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. Ta. Salem Conservation Commission Piease be advised that the Order of Conditions for the Project at 72 Flint Street 64-492 Prqect Location MassDEP File Number Has been recorded at the Registry of Deeds of: Counry � 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 instrument number identifying this transaction is: Instrument Number � If registered land, the document number identifying this transaction is: . DocumenWumber Signature of Applicant � wPalorm5.�oc• rev.11I08 . � Pa9e ll of i t Attachcnent to Order of Conditions H 64-492 � Page Tof 6 SALEM CONSERVATION COMMISSION DEP FILE #64492 72 Flint Street Former Salem Suede Site City of Salem,Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats or Raze Wildlife and Certified Vemal Pools Map (June 1, 2003) from Nahual Heritage & Endangered Species Program(NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed raze wildlife species nor contains any vernal pools. This Order is issued under the Massachusetts Wetlands Protecrion Act,M.G.L.Chapter 131, Section 40 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34,Section 34-1 —34-13. This Order permits the demolition of the existing buildings, abandonment of existing utilities and removal of all demolition waste from the site at 72 Flint Street in Salem, MA. The Notice of Intent application contains attachments outlining the demolition process that was approved by the Conservation Commission which are attached to this Order of Conditions. Also included are approved procedures for invesrigation of an existing drain line and its relocation, if necessary. Prior to demolirion, a containment boom shall be placed in the North River adjacent to the site. Erosion controls shall also be installed as shown on the Site Plan as well as azound staging areas as deemed necessary during the project. A gravel berm shall be installed in front of filtrex sock. Applicant shall report to the Conservation Agent any defects in the floor slab that may have resulted in materials getting into the soils beneath the slab. Upon the demolition of the building the Conservation Agent shall be informed of the quality of the concrete slab. The Conservafion Commission has concems regarding the contaminants that may be present on the floors and in the trenches of the building. As a result the applicant shall take all necessary precaurions to prevent stormwater from flowing over the concrete floors and trenches post the demolition of the buildings. Stormwater shall not sheet flow over the concrete pads resulring in contamination possibly spreading into the soil, groundwater and North River via the stormwater. The stormwater shall also not enter the existing wastewater system. The concrete slabs and soils undemeath of the slabs shall remain in tact unless soil tests from under the building slabs confirm that they are free of reportable concentrarions of hazardous materials as indicated by a qualified contractor. Altemative abatement plans shall be presented to the Commission for approval prior to complering work. The Conservation Commission shall be copied on the final agreement the applicant develops with the SESD regarding the handling and removal of the approximately 60,000-80,000 gallons of wastewater located in the wastewater treatment plant. All wastewater shall be properly heated and disposed of off site. GENERAI,CONDITIONS 1. This Order of Conditions must be recorded in its entirety(a116 pages)at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to.the Salem Conservation Commission before any work approved in this Order commences. ^ Attachment to Oider of Conditions # 64-492 Page 2of 6 � 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protecrion Ordinance, Salem Code Chapter 34, Secrion 34-1 —34-13. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones,other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing, a sign shall be displayed showing DEP File#64-492, and not placed on a living lree. � 5. No work approved in this Order may commence un61 the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any rime for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wedands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluarion. 8. The term"ApplicanY'as used in this Order of Condirions 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 title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. 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 necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-SOQ 86 stat. 816),U.S. Army Corps of Engineers. (2) Water Quality Certification in acwrdance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21A ss7 and 314 CMR 7.00. Any Boazd of Health permit for septic system design for any portion of the septic system within 100 feet of weflands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code(780 CMR 744.). 10. If there are conflicting conditions within this Order,the stricter condition(s) shall rule. I 1. 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. l2. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. � Attachment to Oxder of Conditions # 64-492 Page 3of 6 13. The Commission reserves the right to impose additronal conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved P/ans Site Demolition Plan 72 Flint Street Salem Massachusetts (Title) August 26, 2009 (Dated) Christopher R. Mello (Signed and Stamped by) City of Salem Conservation Commission (On file with) 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved � plan(s) shall require the applicant to file a Notice of Project Chanee with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementarion in the field, as to whether the change(s)is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed 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. PRIOR TO CONSTRUCTION 17. Prior to the commencement of any activity on this site other than activities listed above,there shall be a Pre-Construction Meeting between the project supervisor, the contractor responsible for the work, and a member of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary,during the pre-construction meeting. Please contact the Conservation Commission Agent at (978) 745-9595 ext 311 at least forty-eight(48) hours prior to any activity to arrange for the pre-construction meeting. 18. Prior to the pre-construction meeting and 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 Commission and/or its Administrator shall inspect and approve such installation at the pre-construction meeting. 19. No clearing of vegetation,including trees,or dishubance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of sh.rubs and herbaceous plants shall be allowed prior to the pre- consiruction meeting if absolutely necessary in order to place erosion control stakes where required. • ' Attachcnent to Order of Conditions 1! 64492 Page 4of 6 20. There shall be 100 linear feet of silt fence and wooden stakes under cover on the site to be used only for emergency erosion controL EROSION CONTROL 21. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in the weUand areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project; the Commission may require additional measures. 22. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 23. Erosion and sedimentation control devices shall be inspected afrer each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 24. The area of construction shall remain in a stable condition at the close of each construction day. 25. My de-watenng of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource azeas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 26. Within thirty(30) days of completion of construction on any given portion of the project, all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing ' vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 27. If soils are to be disturbed for longer that two(2)months, a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth, exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored,to prevent soils from being washed by rain or flooding. DilRING CONSTRUCTION 28. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 29. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on � the approved plan(s). � � 30. All waste products, gtvbbed stumps, slash; conshvcrion materials,etc. shall be deposited at least 100 feet from wetland resource azeas and 200 feet from river. 31. Cement trucks shall not be washed out in any wetland resource or buffer zone azea,nor into any drainage system. My deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 32. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and fmal stabilization. 33. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 34. There shall be no pumping of water from wetland resource azeas. i� • ' Attachment to Order of Conditions H 64-492 { Page S,of 6 35. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 36. During wnsh-uction, all drainage sWctures shall be utspected regulady and cleaned as necessary. 37. The applicant is herby notified that failure to comply with all requ'uements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to, civil administrative penalties under M.G.L Chapter 21A,secrion 16. AFTER CONSTRUCTION 38. Upon complerion of construction and final soil stabilization,the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Condirions. (3) An"As-BuilY'plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction condirions within al]azeas under the jurisdicrion of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Condirions; (b) Locations and elevarions of all stormwater management conveyances, shvctures and best management designs,including£oundation drains,conshucted under this Order within any wetland resource area or buffer zone; (c) Distances from any struchues constructed under this Order to wetland resource azeas- "sh-uctures"include,but are not limited to,all buildings,septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; 39. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 40. If the completed work differs from that 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 CeRificate of Compliance as described above. , 41. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removaL ADDITIONAL CONDITIONS 42. Pnor to demolition,a containment boom shall be placed in the NoRh River adjacent to the site. 43. Erosion controls shall be installed as shown on the Site Plan as well as around staging areas as deemed necessary during the project. A gravel berm shall be installed in front of filtrex sock. , � .. • ` Attachment to Order of Conditions N 64-492 Page 6of 6 44. Upon the demolition of the building the Conservation Agent shall be informed of the quality of the concrete slab. �i 45. Applicant shall report to the Conservation Agent any defects in the floor slab that may have resulted in materials getting into the soils beneath the slab. 46. Upon the demolition of the building the Conservation Agent shall be informed of the quality of the concrete slab. 47. The concrete slabs and soils underneath of the slabs shall remain in tact and stormwater shall be prevented I from carrying contaminates from the slab into the soil, groundwater, and ultimately the North River, unless soil tests and borings taken from the building slabs and underlying soils confirm that they are free of � hazardous and/or peh-oleum materials as indicated by a qualified individual. Alternative abatement plans shall be presented to the Commission for approval prior to completing work. 48. Stormwater from the site shall not enter the existing wastewater treatment system. 49. The Conservation Commission shall be copied on final agreement the applicant develops with the SESD ' regazding the handling and removal of the approximately 6Q000-80,000 gallons of wastewater located in the wastewater heatment plant. 50. All wastewater located on site shall be properly treated and disposed of off site. i, t SOUTH ESSEX SEWERAGE DISTRICT LETTER OF TRANSMITTAL 50 Fort Avenue, Salem, MA 01970 978-744-4550 � a v(o Fax#978-741-0478 Mailing Address P.O. Box 989, Salem, MA 01970 o01e o��oo No: A;teniian 70. �l�f .��<�GIc� C� <C��S�C ae: /-)��ti�t r /il9l/.i�•-�. G�ti✓� �K.� �� '�fr ,f� �n s�Pu4.-� 7,�1r�r _ , � 1�T/�' u 2 F7� GENTLEMEN: WE ARE SENDINCa YOU ❑ Attached ❑ Under separate cover via the following� items; � Prints � Sepias � �Copy of letter � Specifications ❑ ShoP drawings �' . �� v�-. !�� SC�4.-t„� � No. Of. DOPIES DATE REV. NO. TITLE or DESCfiIPTION 1 z . �, `�G z�„—G - v .; r,v. ic+ p THESE ARE TRANSMIT7ED as checked below: I,] For yoUr information � � � For�approval ❑ For comment �or your use ❑ As per your request ❑ For review and comment � PRIN75 RETURNED AFTER LOAN TO US REMARKS —��'➢' �-e�xd�� i6�.r �.. �R{�, .,� � 3^ �3 � 0 �.-- Copies ta Signed: . Ifenclosu�es are not as noted, kindly�notify us at once. , ', , 50 Fort Avenue P.O. Box 989 Salem MA 01970 978-744-4550 Fax:978-741-0478 / l _ � { � Apri122, 2010 �1�� " �� Mr. Michael P. Geisser, PE, LSP Alliance Environmental Group, Inc. ]00 Jefferson Boulevard �Varwick, RI 02888 SUBJECT: Authorization for Discharge at the Former Salem Suede, Tna Site—Permit#042210-01 Dear Mr. Geisser: The District acknowledges the receipt of a correspondence fi�om Alliance Lnvirorunental Group, Inc., dated April 16, 2010. The conespondence was su6mitted in order to request authorization to discharbe treated wastewater into the City of Salem's sewerage system. The authorization is heing requested due to the dismantlement of the existin�wastewater treatment system tocated at the former Salem Suede, Inc. property, 72 Flint Street, Salem, MA. The treatment system proposed consists of multiple frac tanks and dua125 micron bag filters. After review of the information provided in the April 16, 2010 submittal, see Attachment I, the District grants Alliance Environmental Group, Inc. along with co-permittee Mr. Alan Zion, the property owner, authorization . to discharge said treated wastewater subject to fhe following conditions: I. This authorization only applies to treated wastewater from the identified site. All water dischazged to the sewer shall be treated by the system detailed in your correspondence of April l6, 2010. 2. The flow to the sewer from the treatment system shall not cause surcharging of the sewerage sy;tem. A contingency plan must be established, submitted to the District for review and be available at said site at all times. On site personne] must be familiar with the plan and be authorized to reduce or stop the flow of the treatrnant system to prevent any overflow of the sewerage system. Alliance Environmental Group, Inc. is responsible for any damage that may be caused by surcharging or sew�age overflow, whicH is attributable to this discharge. 3. Attachment II contains a copy of the DistricYs Sewer Use Regulations for}-our perusal. Compliance with the District's Sewer Use Regulations,notably— General Prohibitions(Section 3.1) and Specific Discharge Limits(Section 3.2),shall be mainiained. In addiiion, compliance with all applicable local, state and federal regulations shall be maintained. M�\Groundwaier`,Grounc'wa[erSites\Salem SuedelAuthzrization0422I0.docx - �� . 4. The District shall be notified 6y fax transmission only, e-mail notification is deemed unacceptabte,- at 978-740-4634 - .�ttention M & E Office, four working days (Saturday, Sunday and holidays aze excluded) forty-eight (48)hours prior to commencing discharge of the wastewater treatrnem system to the sewer. This authorization to dischar;e is valid until May 2S, 2010;unless a written approval for an extension is issued by the District. In order to obtain said extension, Alliance Environmental Group, Inc. must submit written request explaining the justifications for an extension ten (10) days prior to the expiration date. 5. Wastewater d'rscharged to the sewerage system may be subject to billing by the City of Salem. You are required to meter the flow of water to the sewerage system and abide by any billin� requirements set by the City of Salem. A daily pumpin�log shall be maintained and a copy submitted to the District along with the conesponding testin�reports as outlined in sections 7 and 8 below. 6. Dischazge limits, analysis and sampling shall be as found in Table 1: The characteristics of the wastewater dischazge from the treatment system shall not exceed the following specific effluent limitations: Table 1 CH.�RACTERISTIC Instantaneous Limits Max bailv Ave. Total Suspended Solids 99 Lbs/day(L) Flow Not to cause surcharge Report FOG�b� 300 mg/I,(L) CHARACTERISTIC MAXIMUM DAY NAX MONTHLY AVG Cadmium(Cotal) 0.36 mg/I��'� Chromium(total) 14:00 mgll«� 12.00 mg/l�� Copper(total) 2.70 mg/I�`� Lead (toCal) 0.40 m;/1 cb� Nickef (total) 2.SO mg/1�� Zinc (total) 2.60 mgll�ti� FOG 300 mg/I�� pH pH of the discharged wastewater shall be maintained between 6.0 and 10.0�`�standard units. � Note i. The cyanide limit applitsto thc waz[ewa[cr discharge after Ihe cyanide Veatment and hefore dilution with olher streams 40 CPR a33.I2(c). «�=I,ocal Limit Value (C) � . =Catapurital Pretreatmcnt Stflndud NOTES: • All flow data and discharge compliance sampling must be collected from the influent to the treatment system and the final effluent of the treatment system. All compliance - testing may be peiformed on grab samples. • Fats, Oil and Grease (FOG) extraction using�PA Method 1664A. • AIl poIlutant analyses, samplxng techniques and reportin�shall be performed in accordance wrth the techniques prescribed in 40 CFR Part 136. M�.SGroUpdwater\Groiindwzler5ite51Salem Suede\Au[heri2ation64221QdocX 7. All analyses shall be perfozmed by a Commonwealth of Massachusetts Department of Environmental Protection certified laboratory with the sfipulation for seventy-two (72)hour testing and reportin;. The laboratory shall be certified in the non-potable category for those parameters to be analyzed. Analytical Reports, as required, shall be complete (chain of�custody recotd; laboratory report with appropriate laboratory personnel signature, reporting detection limits, sumrnary of QA/QC,analyst, date of analysis and method of anaiysis). Anal}�tical reports shall be provided to the District no later than twenty-foar(24) hours post receipt of the analytical report by Alliance Environmental Group, Inc. Any additional analyses performed on the wastewater,prior to or following treatment, shall also be submitted to the District as outlined above. Both permittze's must sign all of the reports issued to the District. 8. The testing schedule for the inlluent and final effluent of the�reaunent system shall be as follows: 8.1 Parameters found in Table 1 shall be sampled and tested for on the initial startup�f U�e treatment system. The results shall be submittad to the District in the time specified under condition number 7 above. 8.2 Alliance Environmental Group, Ine. indicated in the April 16, 2010 subnuttal diat the requested authorization was based on a total flow to the sewer of approximately 75,000 gallons. Based on this proposed quantity, a second set of required samples, &om the influent and effluent of the treatment system, must be taken at the middle of the purnping schedule, approximately 37,500 gallons pumped to sewer. 8.3 On the final day of dischazge from said treatment syscem, the influent and effluent shall be sampled and tested for all paramcters ]isted in Table 1. Please adhere to the above conditions and ensure they are satisfied at all times during discharge. The District reserves the ri;ht to revoke this authorization, change conditions or add conditions at any time depending upon the performance of the treatment system, the chazacteristics of the ra�v wastewater or the wastewater dischazged and the permittee's compliance with this permit. If you have any questiuns regarding this matter, please contact Glen Wilson, Supervisor of Laboratory and vlonitoring at (978) 741-8729, extension 122. Sincere yours; SOUTHESSEX SEWERAGE DISTRICT _� � .Yf �`/o..�IOO Harold G. Newhall, Executive Director cc: David H. Knowlton, PB., Director of Engineering—City of Salem Thomas St. Pierre, Building Commissioner— City of Salem Arthur A. Knight, Jr., P.E.; District Engineer Glen Wilson, Supervisor of Laboratory & Monitoring MAGround�vatcr\GroundwaterSiles\Salein SuedelAutherization042?IO.docx Attachment I Alliance Environmental Group, Inc.'s Submittal Dated April 16, 2010 M:\Gmundwater\CrcoundwzterSitesl$,dem Suzde\Au[heciaation042210.doc� d� Allir�nce Envi��o72�nental G�oup, Inc. � � � iooJefEerson Boulecard, l�-anvick,Rhode Island oz6S3 Telaphone:4oi.��z.;600; Tas:qor.�jz.�G�o . Aprii 16; 2010 � � � � � V � _ Mr. Glen 6Vilson AFR 2 C 7,i0 D Laboratory/Monitoring &Enforcement South �ssex Seweiage District SOUTh Essez SE�vEeaGE 50 Fort Ave Sa1em, MA 01970->623 � RE: ItGVISED r�uthori�atioo-to Discharge Request 72 Flint Street Salem, MA AEC Project# 1899 Dear Mr. Wilson: I Alliance Environmental Group, Inc. (AEG), on behalf of the owner of the above- referenced property (hereinafrer, "Site"), has prepared the following REVISED document for authorization to discl�azge waste�i-aCer on-Site as part of a former treatment system decommissioning. As you are aware, AEG has been working alongside the property � owner to decommission a past wastewater testament system that pre�iously discharged was�ewater. Existing wastewater tanks have been pumped and approximately 75,000 gallons of liGuids are containerized in frac tanks. One tank in the former wastewater system remains to be pumped. On April 16, 201 Q AEG and reprzsentatives of S�SD met at the Site to discuss the originaJ auihorization to dischazge request prepared by AEG and dated April 5; 2010. Based upon the discussions at this meeting, AEG decided to coilect another sample to characterize the waste stream. As a result, on .Sprii S, 2010, AEG collected multiple grab samples fran the existing wastewater frac tanks and the remaining tank which were then composited at a A�assaehusetts certified laboratory for analysis of applicable analytes listed in a past discharge permit for the facility. In addition, the tests were performed in accocdance with a0 CFR 136, Guidelires Establi.rhing Test Procedures for the Anafysis of Pollutants Under the Clean Water Act , Office of Federal Register National Archives and Records Administration. A copy of the certified Iab report is attached hereto. Additionally, a table comparing the analytical to permitted discharge levels is provided below. REVISED Waslewater Discharge Permit Infermation Aprii iG09 . 72 Fiint St.S�Iem bt:9 qEG Proiect N 1854 � - � � t:r: r ' . �, 6 . ro ..wa v��. _ 1�'a�ke;rvat@r Ana'1"v�� um. '�x ' �:�� ,x r '� e ��t � , Tar et Anal��te 4/5/2010 Sam le SESD Limits �� TotalSus endedSolids 244 2,400 . . Biochemiczt Ox en Demand 33 2,400 - � Cadmium �rotal) ND(0.025) 036 Chromium (total) 0.276 19.00 � co e��orap rr��o.oi� z.�o Lead(rotaf) ND(0:0025) 0.40 Nickel(totalj ND(0.0025) 2.50 Zinc(total) 0:04 2.G0 POG 6 300 � H(S.U. 6,8-7.1* 6.0- 10.0 ` Noler I. AII cLert±istq�«ported as mg,'L unless notedo:herwise .2. E30D noe anzlyzed Secau<e Ihe event B a relatively eonfined discharge 3. NA:not analyud - 4. ND(tH):Iarget not deteceed u�d thus rzported as Yxderection limi� - J. 'pH ficltl;tscedor.4/52010 using a YS:Si6 and rar�;e reprosents mui and � max values auoed � � Presently, the wastewater is planned for discharge and a system is being pro�osed to control and/or eliminate any discl�arge of sludges from the frac tanks lnto the sewer via a dual bag filtration system housing 25-micron bag Yi]ters. Wastewater wi11 be pumped through the filters and a non-resettable totalizing ftow mzter will be installed in-line priox to discharge. In addition, a sampling port wiIl be installed afrer the bag filtration sysiem for any necessary compliance sample monitoring. A process flow plan has been attached hereto a� Figure 1. If you have any questions or concerns please feel frze to contact either of the �.indersigned at617-492-6500. V ery truly yours, Alliance Environmental Group,Inc. _._. n�FAI9.9r,� . �rP �, � s r >:'„ ��'� �'z -,. Michael F. Geisser, PE, LSP �,.; , �,. �`. �;�.•� � Senior Professionnel �, � � �, � � ,, . ��' '✓ � � � �acob H.Butterworth ° � ` �� Environnementai Scientist �•34�'�2 Enc. l�,%astewater ?nalyfical �, Figure 1 -Process Flow Plan dl � � � Q • REPORT OF ANALYTICAL RESULTS NETLAB Case Number V0409-1� Prepared for. Attn: Jacob H. Butterw�orth � � Alliance Envrionmenta] 100 Jefferson Blvd., Suite 220 � Wanvick, RI 028$8 Report Date: April l�,2010 Richard War'rla, Laboratory pirector Lab R RI010 3JEW EVGLAND TESTING LABORATORY, Ti�IC. �� 1?54 Douglas,4venue,Ncr[h Prcvidence,R[02904 � (401)3 S-3420 To!al k of Pages: 5 SAAiPLES SUBMITTED and R�QUEST FOR ANALYSIS: The Samples listed in Table I were submitted to New En;land Tcsting Laboraiory on April 9, 201Q. The group ofsamples appearing in the report was assigned an internal iden�ification number(case number) for laboratory information management purposes. The client's designations forthe individual samples, alon�with our case numbers, are used to identify the samples in this report. The case number for this sample submission is V0409-15. TABLE I, Samples Submitted Sample ID Date Sampfed Matrix Analysis Requested �UasteWateiSample 4/9,�2010 Water TableIt TABLE II,.4nalysis and Methods AN�ALYSIS D�ETEAn41NAT[VE M�TAOD . Biochemical Oxygen Demand 5210B Cacmium 200.7 - . �Chromium 200.7 Copper 200.7 � Lezd 200.7 Nickel 200.7 � - Oil&Grease 1604 Suspended5olids, Total 2540D � . Zinc � 200,7 � . Methodsare documented in: S�cndard M19einndsfor!he Exam,ina�ior+ofWe,er and Niaste�vnter ,20th Edition, 1998,APHA,AW�Vp,- �VPCF � Manua;ejiYlethods jnr Chenvical;Inul}�sis cf FS�aler and G4'at2r N'astcs,EP.A-6G0/4•29-020(Revised 1983), � USEPA/EMSL. � 40�CFR 136, Guide;ines Es�abli;hin�T2s1 Proceaures fw�che Ar.olysia�?fPe!/uton�s Under tne Clean , - bVater Ac�,Ot"fice of Federal Register NationTl Arohives znd,-Rzcords P.dministration. - E?A-821�B-94-G04 - . ?h;s report of analytical resul[s pertzins only to the sample(s) provided to us by the client which are indicated . � on the custody record. Paee?of 5 CAS�NARRATIV� All samp(es were found to be properly preservedlcooled upon receipt. All analyses were performed witiiin EPA desi;nated ho(ding-times. Procedure/calibration checks required by the designated protocols were within control limits. Paee 3 of 5 Case No. V0409-15 Waste Water Sample Parameter Result, mg/1 Reporting Limit Date dnalyzed Biocnemical Oz en Demand 33 a 4l10/2010 09:a0 Cadmium ND 0.05 4/12/2010 : - Chromium 0.276 � OA05 4l12/2010 � � CoPPer ND OA2 4h2(201-0 Lead ND 0.005 � 4712/2010 _ . � Nickel ND � 0.005 4l12/2010 Oil &Grease E 2 � A/13I2010 Suspended Solids, Totai 244 3 4/12/2010 Zinc 0.04 . 0.02 4/12/2010 ND=Not Detected . � Pag=4 of 5 INE�V ENGL.qND'I'E.4TINC: LABORATORY, INC. _ 1254 Dopglas Ave. � �.1� Nonh �rovidence,R]02904 CHAIN OF CUSTODY RECORD �� O — �, , I-888-8G3-S522 � IFAOJ.NO. PNOJEGINBMEILOCATION , � ` i �99 �_/�-� �f,-u�f- N �, t. Ct�Ervr —_" ' ---- E k F \ EC s F � � E � � � . �y n[vanrro: '— - --- o o Na. v �� 1 � �K k h.�1t.-wo�tA u s i n �� .o ` � � ��L'.. .� C INVOICETO: E � H OF T �� N 0 � E I C (a' V A CDNTFINERS V `� O . i \��o ,� , � ARKS DqT[ iIME � � $qMP.�E�IU, S E /�t � � X� Q a � .. ___ I . �� '.t. dO�L 70 i i — _ E O .F� l7d � C L,f- �Sl� �Icf . `� 9 /0, _ X /.(/li��t i.u,f[.- S a� �Z � .. '� ur� ^�P� .. X � � � � y. � � 7'� . �( . — — � --- � --- I - -- � sampi«iey;ISig�aiwe7 oaiert'ime qeee;weey�s�grta:a�e� OaleTme LaboratoryRemarks�J SpeciallnsYr�c[ions' �/ � y�y /G�Pn ' Temp.r¢�eivep: __"_ Lisl SP�ific De[eclian . .��0 CodM(➢\. Liqmit/Re9uiremeMs�. / /� fG Re�irpusnenpy(Signetwe) �amn"we ReceiveeW-.(Sisnawrel Daie/Tnie �1�/ fPtJ`t �O dC �r� �P,4� Ya C�/� �36 Nerin snae o- s� wre C�f/n 1tlF fV�-.�'7/�1c'7`�iA.r W� Y�f 9^� 1 Dalert�ime R¢��Olo�lapo�aiory4y:(Slqnnwiel Da�ertime . , +�, . �I� J \�j _ /� �� b• . v . �� ` 1 ��--- �I Tumarountl(Oosiness Days) �� T P � ./ I�O/�� ao/O O � . SAMPLE PORT p TRANSFER PUMP (10 - 20 GPM) 20,400-GALLON �.- FRAC TANKS Zg Micron Filter DRAIN NOTES: �BALL VALVE(NORMALLY OPEI� �BALL VALVE(NORMALLY CLOSED) Q PRESSURE GAUGE QTOTALIZING FLOW METER SAMPLE PORT �, 2g SAMPLE Micron PORT Filter FM � SEWER DISCHARGE DRAIN �An� � �� Pt� C �� ci/ sAJ C = � � @: � C :,� ¢:� r�'.. ,. t"d; r 4 � e�, F ,.. �,. � : . G:�., . /�, 4 \„ /. �... . .. �6 �3��{'12- / � FILE: W WPROCESSFLOu�,dw FIG� 1: � PROCESSSYSTEM LAYOUT DR.AWN BY: JHB 72 FLINT STREET ;� REVIEWED BY: MFG SALEM, MA AEG PROJECT?�Io. 1899 Page 1 of 1 Tom Devine From: Tom Devine Sent: Tuesday, November 29, 2011 1132 AM To: 'aaaelsai@verizon.net' Subject: Salem Suede meeting followup Chris, Thank you for meeting with me this morning at the Salem Suede site. I wanted to make a note of the points that came out of our discussion. These are what I expect the Conservation Commission to want completed prior to issuance of a certificate of compliance. 1. Submit a copy of the agreement with SESD regarding handing for 60,000 to 80,000 gallons of wastewater from the wastewater treatment plan. (Special Condition #49) 2. In order to prevent illegal dumping in the resource area, secure the site by closing any gaps in the fencing around the p�operty. 3. Ensure that erosion controls are in good working order. 4. And although we didn't discuss it at our meeting, it occurs to me that if you happen to have any stockpiled soil, it should be covered. I don't remember seeing any, but this is a reminderjust in case. Please be advised that the Commission may request that additional items be addressed. I will ask the Commission at the December 8 meeting if they require an as-built plan or have any other expectations for your submittaL Best, Tom Tom Devine, Conservation AgenUStaff Planner City of Salem Department of Planning & Community Development 120 Washington St., 3rd Floor � Salem, MA 01970 (V) 978-619-5685 � (F)978-740-0404 tdevineCa)salem.com � salem.com ll/29/2011 . I �� Alliance Environmental Group, Inc. • • �oo Jefferson Boulevard,Warwi<k,Rhode Island oz888 i � Telephone:4m.73z.7600; Fax:4oi.7;z.767o November 17,2010 Mr. Thomas Devine Conservation Agent 120 Washington Street Salem,Massachusetts 01970 RE: Canservatio� Commission (ConCom)Order of Conditions Management Plan 72 Flint Street Salem,MA Dear Mr.DeVine: On behalf of our client,Patriot Properties,Inc. owner of the above-referenced location (hereinafter, "Site"), Alliance Environmental Group,Ina (AEG) has prepared the following letter addressing ConCom concerns relating to Site conditions. Specifically, these concerns relate to the condition of the former building foundation slabs and requirement in the original Order of Conditions("Order")to investigate sub-slab soils prior to their removal. At present, Site investigation work to suffice building slab removal is slated for Spring 2011. However, in the interim, it our understanding that certain management practices will be implemented to properly manage the Site conditions with respect to precipitation. As such,and to address the ConCom concems,AEG visited the Site on November 15, 2010,to evaluate current Site conditions. At present,the condition of the slabs with respect to"cracks"does not present cause for concem in the opinion of AEG as these are unlikely to contribute to water penetration and it is unclear if minor surface cracks in fact traverse the slab. AEG does recommend azeas in the slabs which have penetrations (typically 2' x 2'),which were formerly associated with building operations be covered with 6-mil polyethylene sheeting and secured with plywood or similar method to prevent rainwater collection. � In addition, materials mainly consisting of brick,which aze stockpiled on-Site, shatl be covered with 6-mil polyethylene sheeting to prevent exposure to weather. Erosion controls consistent with the Order will remain and be maintained. Finally, monitoring of Site conditions will be required in order to ensure a level of control is being maintained. As such,AEG proposes month►y visits to the Site along with monthly update letters submitted to ConCom including a written summary of each visit,photographs,and analysis of Site conditions. �� A!/lnnn Envlronmental G�oup,!nc Site Management Letter November 2010 72 Flint Street,Salem.MA AEG Proiect#1899 AEG feels that these measures are typical of a construction project in which environmental conditions require management. Accordingly,this plan acknowledges conditions which shall be managed and also Best Management Practices(BMPs). If you have any questions or concerns please feel free to contact the undersigned at 401- 732-7600. Very truly yours, Alliance Environmental Group,Inc. V � ry� Jacob H.Butterworth Environmental Scientist cc: Mr.David Zion, Salem Suede � Mr. Scott M. Grover,Esquire, Tinti,Quinn, Grover&Frey,P.C. •� � � �AlllnnaEnvlronmenla(Group,lne � a. ; F �. . ' _A ' �, ,111ic��zc�c� h�'j�avir�lamefrtaZGr-oup, Inc. iil'. t ��gYti�fr �a p �rv7 �'% { �'. , ..d,. �, n .. S� ,r:i Z � rk, R � e 1s(ar � �S�yF � �" v. . � .. � C'c� . , .L� December 10, 2010 Mr. Thomas Devine Conservation Agent/Staff Planner City of Salem 120 Washi��gton Street, 3`a Floor Salem, Massachusetts 01970 RE: Site Slab Monitoriug Report #1 72 Flint Street Salem, MA Dear Mr. DeVine: On behalf of our client, Salem Suede, owner of the above-referenced location (hereinafter, "Site"), Alliance Environmental Group, Ina (AEG) has prepared the followi��g status leCCer documenting conditions during a Site visit on December 9, 2010. As you are aware, AEG has been assisting the Site owner and the project team with respect to Site management procedures. In NovemUer 2010, AEG provided a letter to the Commission ouUining proposed actions to be taken to address concerns from stromwater nm-off penetrating areas of the slabs. Over a two day period spanning December 7 and 8, 2010, areas of the Site including material stockpiles and particular areas of the building slab were covered and secured with 6-mil polyethylene sheeting. Photographs of Site conditions oUserved during the work have been attached as Appendix A. In recognition of commenCs presented by the Commission during the December 9, 2010, meeting, A�G has instructed the Site owner and representative contractar to seal areas of - the slab with concrete which are currently covexed by sheeting. Based upon our walkovers of the Site, the axeas Co be filled mainly entail small penetrations of the slab, however if oYUer areas are found to need filling, such areas wi11 be filled. Furtheiniore, AEG and the Site owner are committed to monitor conditions to ensure confrols remain intact and also in satisfactory condition. As a result, monthly visits to the Site will be scheduled in advance with you and also attempCed to be conducted within periods of rain. � Since controls are in-place and alterations in the form of co�crete filling are to be done, AEG anticipates submitting another update letter during December 2010, to document the changes. At your request, AEG will coordinate with you to schedule an on-SiYe meeting at your eadiest convenience. �� h � � 4 f m Nur�i �� i%xv;ru �x:rNul Grasg brc. � ��w ' � � Si[e Slab Status Repon#1 December 2010 72 Flint Street,Salem, MA AEG Project# 1899 If you have any questions or concerns please feel free to contact the undersigned at 401- � 732-7600. Very truly yours, Alliance Euvironmental Group,Inc. Jacob H. Butterwort�h Environmental Scientist � cc: Mr. David Zion, Salem Suede Mr. Scott M. Grover, Esquire, TinYi, Quinn, Grover&Frey, P.C. �� i to� �M.�.rtllinuce Nzrrir+>3urrsrrtol(ira+r/>,btc. � � .,a Phmn I_og: I R99—Staius Itepoi�'�I ,��-+�e�+a . m - . . w . .. . .� ?7 xU ' ?,i. g yd. y' . 4� .. �_i � '�. , 's P ��' . . .i 50 ,�y,_x. i " „" . Ai. r '` _ � "R 7�c i�`�� t _ . . , : i t�F • d � � � v f�, ;g`� i '�r`�y'.t�, � t . .'� . �� . . ._ . . . . . - �q 3'_ '°'� �✓ . �+t� ' ' . . � . .. � � � ' d� ' 8�+ , ay �--<.fi . . .. . . � y � ° v �f v � i � �� . .. . �. . � . , . . � .� �� " . � . � � . . � � : ' � , . . . �. � ..� � . � � ' � � � ... � � � . � ,a. . .. � � . ' F �`��x K2-� � �� -'�a � , . �� ,. r � ,.:. ��`�4 _ rr.�L �3�� L } �m�� . y. j� . S��`�b � °. 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'''�11s'�� .,�� ,y�' � ��;, �'- }=��,�'��s� �'' M.t . _ _: s _ � �. . �� -� H� x � '�� , � "�z� , . �.. �' . �p��,5..c5_� .��d��.a". ,:_ �+rib r � � ;_.; , � i„ ;� . a._ _ . _�. m .?k � �," �� .,; ' 've�=`,=r :YI`�+ nz. � °' -TM:- � �-; �--.. �=�=*�, '�"� � . . �:.. v "_. t � :�_ �,.- �, .. . ¢ . 4 t� � ie-�X i i', t. ..•.v- c— _ ,... : ' 'A ., � ��, ,q �� . _ ...:. . ...n. " j. ...... .. . Ken• v .v� fi '. � � . .. - _ + .E" "':a- � , ':u^: �: u IX ,m"r ^E �, '�d _ {_. A ... _ . .. �. V...w t. u... ' , n .:.� na , . .. .... :. • „ ry ..' . esifl �v.. . ... ' s , .. . .: _ . . � . .. '"�.,', ....��.^_,, ' 3ryy.. �: .:. . s��; �ti .., ., ns.£. +y!k ,v ... z, - • ' .. . .. . ^ ; ' .+,"vn. _ � os: . -_i,. Photo 1: View ofcovered slab area facing southeast. 1899 Staws Report#I � Phom Loe: 189��Steius Re��on#I . e`.m- � ».+..,. arsR*�.,s�,em. � ._ . . 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'.. ;,,. ._ , � .,�_ ....� -�i . Photo 4: V iew of covered slab areas facing north. - 1899 Status Repon t!1 � . , �� Alliance Ercvironmental Gr�oup, Inc. 0 - � xoo JeFferson Boulevard,Warwick, Rhode lsland oz888 � Telephoue:qox.73z.7600� Fax:qm.73z.767o � JHllUdt� 1.5, LUI1 Mr. 'Thomas Devine Conservation Agent 120 Washington Street Salem,Massachusetts 019'70 RE: Concrete Patching Work Summary Letter 72 Flint Street Salem, MA uear IvL-. De vine: On behalf of our client, Salem Suede, owner of the above-referenced location (hereinafter, "Site"),Alliance Environmental Group, Inc. (AEG)has prepared the following letter summarizing the work completed with respect to concrete slab repair. As was discussed with the Commission during the December 9, 2010, meeting filling of previously covered areas of the Site slab would be completed via concrete. On January 5, 2011,filling of those areas was competed. In prepazation,the soils previously placed to fill the voids were removed and then the voids were filled with an appro�cimate 3"thick layer of concrete. Several azeas were filled and to document the �ff_nrtG a photog�'anh Ing ha�been Tttached hereto. To illustrate the work fiurther,AEG also met Mr. Devine at the Site on January 10,2011, to walk the azeas of the work. AEG will conUnue to monitor conditions at the Site and provide originally stipulated n—,onL'ily sui�us repo;w. If you have any questions or concerns please feel free to contact the undersig�ed at 401- 732-'7600. Very Lruly yours, Alliance Environmental Group, Inc. ��^f !4.�`w�'z��_. i Jacob H. Butterworth , Environmental Scienrist cc: Mr. Uavid "Gion, Satem Suede Mr. Scott M. Grover, Esquire,Tinti, Quinn,Grover&Frey,P.C. 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D � �'" - �'F e - ��» y � f .ti�''�4"=f 44 � �li�l a ' } 1 "J p #F'.+Ei �'�*��y��p �� . � a� u,..3 i •�'. r �i� yi'T"st�+ �.-�� ..kf �e� „ 'Sp�' �t :�� ..;' {� -. s � r �� t �` ': :4�,y n''- � yiN *y ^eYF: ''s ��:� ��"Gf �y ��'� t "a� � . .. �:: 4 �9 y: �v �£* k� �� p �. A Photo 7: View of applied concrete facing north. 1899 Concrete Patclting Work „ , . . .� {. � 4iil 4 � l' �~f �r 4 -.. +�: � � �� t� ' � �' t,� �� .,..,;t � 5 � ' � �f � � ��, � � '� �.��1 xr�Fl� � � � I t ��ai��4,�t f�,� . .. r �' Y� } r� �a � -.�'” � ,y �y iS�T�f�r��.��+. _ �.�.; �j.�' �J�' 7,ajs��,i 1�r4�,�+.'� �1 � �" � � #R J 'e ,. �. Q � � � r.� � � ��'�t��,�,� s�j �-i � �-}�y;, '�`n.: � � ,� ( f r `x�'� as:��F��f�a�� vr'{ � �'' � : ' 1 �` .,na s.€ , � t £ � s h� r �.w,_�,! �.'�� { � � i(��- . �r" ,�`1a � �s�4 �'�.v�_ � _ 4 ... A�2 �i � F�. L � ��`� �`� 1•_ � ir t�r �� r'w I. t 'RE ' _�ra, :gy.,K,. ..�. �t�� ,.: ' fa. ` ` �"�.''��a`,�,.....�'z , . ,. . -'- ,. t- v �;�'�� . 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Photo 10:View of applied concrete facing north. 1899 Conerete Patclung Work r `:. � � �� Allicznce Environn�ental Grou�, Inc. � ,- � roo Je(ferson Boulevard, Warwick,Rhu<�e [slund ox�38 � `Cele�>lzone: qoi.73�.76oq I�as:qo4]3z.767o January 31, 2011 Mr. Thomas Devine Conservation Agent/Staff Planner City of Salem 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 RE: Site Monitoring Report#2 72 Flint Street Salem,MA Dear Mr. DeVine: On behalf of our client, Salem Suede, owner of the above-referenced location (hereinafter, "Site"), Alliance Environmental Group, Inc. (AEG) has prepazed the following status letter documenting conditions during a Site visit on January 31, 2011. As you are aware, AEG has been assisting the Site owner and the project team with respect to Site management procedures. Recent weather has consisted of heavy snow and the entire Site is covered by at least 1' . of snow and ice. Nevertheless, the walkover was conducted to ensure Site conditions continue to be stable and controls such poly-ethylene sheeting over covered piles, siltation fence along the North River Canal, and boom along the upper bank of the North . River Canal remain. Pictures taken during the walkover to further depict Site conditions are attached hereto. AEG would like to report that the controls are in place and Site conditions appear stable. AEG will continue to monitor per the inspectional obligations and if you have any questions or concerns please feel free to contact the undersigned at 401-732-7600. Very truly yours, Alliance Environmental Group, Inc. ,�,It4n� F��'JL��Y<T�—t,.:.,"^`-�.. _.�.._.......... % YJf Jacob H. Butterworth Environmental Scientist Enc. Photograph Log cc: Mr. David Zion, Salem Suede Mr. Scott M. Grover, Esquire, Tinti, Quinn, Grover& Frey, P.C. 1-31-2011 ConCom Status Report#2 �j �-;� . ��,', ��AIlirurceEnvirannierNnlGrnttp.frtt: , ►_y'"�„"�n Photo Log: (1-31-2011)Site Monitoring Report#2 . '�a� �`� ��.�� "�' :�«.� �? i .x�' _ 3 +� �.. �f� ��^' � ��§ s� ,� Rt"'� ' '�'._ �y't��' �- ' £ oty '�y` � : �' r�� 's3 §*�+�"„ '�' ��'� 4 1 �a Ke �. �-€- �:1y � 2 " �� r:� � �� -. � s ._ .n s, �_`� z�.?=PFi � �`"�. '�' � ��d� .� +�`��`�ij ��ie�'^,� _� x , � ,a��,�*'-3��'- s � -' � �" e, � � � � �im`��d� ��r�.��-n �P�, , .. � '9- . � �� '-�� ut`��`� .. � - > . � ..� . � ��. „,'�s.i j � ��,� � , �k°2 �, � k� . 9 `� . 'g ��'�+.�}5g4' S "' ' ti �' •. F� .T�3�°�$` F� £ fr . v 5 F{� � F� - `e�'Sa ��.y . . . �� cdr t . � �" � '��-,��lj ., st��a �� „§ �rt^':� a" � . n'"1'"�*'� `� �i � , �t � "`�+„ -�`` 1 '3,� . . ,i.. . �.� ,� �� e �I y _ t.. � � 4 .. ., .•.�+�s.._ �' � -�„- . � .•� x ,,,,,'�,. . .i, -.. t . . �. ..! `y%-0� } �' 1 �a�-y' ' �•. { . �� I I �q� � I��,§y,;;,� y '�� ,. ..��, .�x <i. 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' .� �umn�w� .�..m..n...r �u.ni.« Photo 4: V iew of Site along fhe North River Canal. 1899(l 3'1-2011)Site Monitoring Report#2 � , �� Alliance Environj�aental Grou�, Inc. � too Jeffersor+ Boulevard,Wnrwick, Rho<�e Islxi�d uz388 � � `L�e�Ce�>hotte: qoi.73W.76uo; �ax: poi.73a,.]G7o � February 28, 2011 Mr. Thomas Devine Conservation AgenbStaff Planner City of Salem 120 Washington Street, 3`d Floor , Salem, Massachusetts 01970 RE: Site Monitoring Report#3 72 Flint Street Salem, MA Deaz Mr. DeVine: On behalf of our client, Salem Suede, owner of the above-referenced location (hereinafter, "Site"), Alliance Environmental Group, Ina (AEG) has prepazed the following status letter documenting conditions during a Site visit on February 24, 2011. As you are aware, AEG has been assisting the Site owner and the project team with respect to Site management procedures. The walkover was conducted to ensure Site conditions continue to be stable and controls such as poly-ethylene sheeting over covered piles, siltation fence along the North River Canal, and boom along the upper bank of the North River Canal remain. Pictures taken during the walkover to further depict Site conditions are attached hereto. AEG would like to report that the controls are in place and Site conditions appear stable. AEG will continue to monitor per the inspectional obligations and if you have any questions or concerns please feel free to contact the undersigned at 401-732-7600. Very truly yours, Alliance Environmental Group, Inc. /' --__._, �;n.� r�.�, _ f �,��;�.�w_ �, Jacob H. Butterworth Environmental Scientist Enc. Photograph Log cc: Mr. David Zion, Salem Suede Mr. Scott M. Grover, Esquire, Tinti, Quinn, Grover & Frey, P.C. 2-28-2011 ConCom Sta[us Reportll3 �� .. �ANinnce Envkaimentn!(irorep,lne. � � .s Photo Log.(2-28-2011)Site Monitoring Report#3 �. --� ' ' £ m .....:: .-_ ., . . . � .. . , . ._ ., : .. � ' � � .. �. - ..... . :....-. _- s=v . : � � '..._ . .. .. _xspa, - �_,:'� �; .�ss,,... s_= - _ , .._' ' ::. "'."' .�aa: �fi,�-`a��._ �,.' ��. . � � xC c �.. �-,h _F ,«s +��,*t- �p � x ,. € '*'� Y � � � : -�' �.�'`�'� �m � s °� e �qa�� . '3,{` x � $` £ � }� � � � �t z ��'r` � �'° ��.� '' �"a�c . �° i`� _:. '�c ,_� -� � ,. 9' . �'?� #}�, �� :�� '�*- µ t . � �," � *�' m i :� � � x .�7 r �r,� Y=�� - � �� , �� a �' � . . � �- .�' �"- �,�x�. h- � �-r �r - "�' -' : -�n' � v.-�, : �e . ' . � �, `�i k,3� � � x 'v - - '.� �. �" ,"��'.`' d :- �� 4�-; ��`�'': � :a`" � r� . ' �. � � . '. �'�' �` � " '`''ia -��..� a� a�'. ,s-��`�'� a�i�� „ - - _ � � :` _ �` _ � '. 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Photo 2: V iew of siltation boom along the North River Canal. 1899(2-28-201 I)Site Monitoring Report#3 Photo Log(2-28-2011)Site Monitoring Report#3 . w.v�.�..� � � `-Y i ,�, �„ � +�b.'`' k��' `., r rt%�=: ��`� � �= g t y� r r � ��m �� y� � - � - �� '�h�� r = '��•� � .t '" �F�` d�„� ' ` y T s� �'�Y ��" } �```t 4 ' � '`+ � : �f; yi \ { b � ��" . � �� `'� � *- � x . ' ��', _ r , f`' � * '� � � �,a..x� � ,�s � �-'^^a "F .: �i� 1 ��t� �,'�� ` �' , z s,-� x fP_�,. 66� '�w�� 7,, -.,r'. �� _ � f S3E��, ig- , ��.e .f� ' ' � �� r .- �y."� y, ' I��'.�'-� '�xP � z� "-"=n9 �`�� .r� .. > �r �.y,4,� ��)P i_� ,�y �' ` �' � � s :, � - 1 � �. v � �`� 'tb i'. t " t � .' �� z ., .... � . ., .. ."� � ,=S`} � � t� .�:".k� � ,..,. _� s, � .:.. t� ': ,� ' . . —�, � - *« ' ' '.�n; : . r*4�,�', � '�`�� . 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'. ��. �..... , -�� -:. -� ��,.a . , ... ; .' . _. .�'_ .. .._ .... ..,, - � .. .� �:�:: -: . � _ _,,, . ;' -^ , . ,'.._t ..- . ,..; ... ., - . . . . . _.. „ �, _ Photo 4: View of poly-covered areas facing northwest. 1899(2-28-2011)Site Monitoring Report#3 r I,r� �� Alliance Envi�onrnental G�oirp, Inc. � _. � �� mo Jef(erson Boulevaxd, Warwick, Rhod.e Isl�nd uz333 � '1'ele��hoae:qoxqg�.�6uo; Fxx:qa.]gz.7fi7o � April 11, 2011 Mr. Thomas Devine Conservation AgenUStaff Planner City of Salem 120 Washington Street, 3`d Floor Salem Massachusetts 01970 , RE: Site Monitoring Report#4 72 Flint Street Salem, MA Deaz Mr: DeVine: On behalf of our client, Salem Suede, owner of the above-referenced location (hereinafter, "Site"), Alliance Environmental Group, Ina (AEG) has prepared the following status letter documenting conditions during a Site visit on Mazch 31, 2011. As you are aware, AEG has been assisting the Site owner and the project team with respect to Site management procedures. The walkover was conducted to ensure Site conditions continue to be stable and controls such as poly-ethylene sheeting over covered piles, siltation fence along the North River Canal, and boom along the upper bank of the North River Canal remain. Pictures taken during the walkover to further depict Site conditions are attached hereto. AEG would like to report that the controls aze in place and Site conditions appear stable. AEG will continue to monitor per the inspectional obligations and if you have any questions or concems please feel free to contact the undersigned at 401-732-7600. Very truly yours, Alliance Environmental Group, Inc. �%�'� �1�,x�,�,��___ Jacob H. Butterworth Environmental Scientist � Enc. Photograph Log cc: Mr. David Zion, Salem Suede Mr. Scott M. Grover, Esquire, Tinti, Quinn, Grover& Frey, P.C. 3-31-2011 ConCom Sta[us Report#4 �) �� " .- �,�Allirmcr E�e��tmuinentn!Grouq!nc ' • �..�-a:9. 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' -.,., .� � . ,v , �i s ° � ' �� - .wr ._ r . �. :,� m ° .. .... . � :. d,�. �.� ...�,. . . � .,. .xffi . ; •; .:;. _ _ .. . . . ,. �' --. ., � . . � « �4 „ t � � �� r��,� �«� : F�: ,y,� ; . -.�_: ..�a k�,a�,,. �"�.,. � , _ ;_ �;, , u ��. : ..-. _- , . . . ' ��j' � si • . .. P n r . v. . �� . � .a.�' 4 ....+ .2eg , n �yn. . � . . : , , , �. .. .. . . ,"- .. ` � ...m._..3/ � ! :. : .. • .t'�: ,._:.. . � � v -.{ "^he * , . c i � e� > ' � . ' ' ��;'4.' r' � `- �"g ^y, �4. �_, -.:.., ' .; . .. .k k . _ !� �Y aiL� ry �. '*� .L.'�'f�ik��^a ai ` N ' �. ; . . � . . .:.. ' . ," .�:.: _.. . I ^ '�. c � _ - .� �. � �. - - ,y, � . � " � ' � , ,.'��',- .. .., ',...� Photo 3: View of silt fence and boom along the North River Canal . 1899(3-31-201 I)Site Monitoring Report#4 / ..�, Photo Log:(3-31-2011)Site Monitoring Report#4 �gs'7". . . .. s , . �.: � s ;" r � .� r9�+`+� ..i � k''�� , ' i . � �M �k �� e3". �' _ � „ y f X '$.t,� '�� r� �i�.�� .e- s�,� t � `. 1 ,e w �, t�o- � , x s y �� #' '�. ..fr 4 � d + }',t. 5(„��i, -�4� t i 3+ i S �F 4 �g x � �Y ��. � � � �� 'x� . 3 � n. '�"� p ' 'J� '�d�y fr e$ � �� Y #' "L1i�Y � �x* ,py�`^.�i[ I g }. k 'k# �';.� t ",�at �." " '3 �" . � �'{ t�'' � � c ; �. � _ . r ` � � � " � "�� r�j " � � ' y �� i�� , i ^ ` t � ,h_ j��' a � �. y, ` ,-, d`� "`r. ,.� ��" s�„��i * � � i �,# �r�r,x`�"''�t "' t�'`w * � 'm� �d �'�' �,k.,-..''�-'E t.a, :-,sn.,. � .q:,..j' iH. : s '�. , � 31'� . ;�"_ �A' .��:� �. m ... .,._. : .� _ � ., . a,' _ _ - �-. - - ,,,�, _ , _. �. , _ _ _ _� � y ::_ - � _- _ - � . ; � , _. ,e . ..., ..._: _x... , -� . .. .__.,. , ... ...> . . . �.. .. . . ... .,..� ........ ,.. ,.. . _ ... + �• _�. �- .: .,� � ,... � ... .. . � Photo 4: View of poly-covered areas facing east. 1899(331-2011)Site Monitoring Report#4 I � � ��, � � Alliance Environn�ental Grozcp, I�c. � � roa Jefferson Boulevard, YVarwick, Rhode Island oz33$ � '1'e.lephone: qoi.73�.7600; l�aix: qor.7;x.767o May 19, 20ll Mr. Thomas Devine Conservation AgenUStaff Planner Ciry of Salem 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 RE: Site Monitoring Report#5 72 Flint Street Salem, MA Dear Mr. DeVine: On behalf of our client, Salem Suede, owner of the above-referenced location I (hereinafter, "Site"), Alliance Environmental Group, Ina (AEG) has prepared the I following status letter documenting conditions during a Site visit on Apri125, 2011. As you are aware, AEG has been assisting the Site owner and the project team with respect to Site management procedures. The walkover was conducted to ensure Site conditions continue to be stable and controls ' such as poly-ethylene sheeting over covered piles, siltation fence along the North River I Canal, and boom along the upper bank of the North River Canal remain. I AEG would like to report that the controls are in place and Site conditions appear stable. I AEG has instructed the owner to repair a few sections of the silt fence along the canal. These sections remain intact but the upper portions are tattered and should be repaired as part of preventative maintenance. AEG will continue to monitor per the inspectional obligations and if you have any questions or concerns please feel free to contact the undersigned at 401-732-7600. Very truly yours, Alliance Eavironmental Group, Inc. /r' _..�._._�..: � r-/�"'j }�`�fi;�srr�-::.. ._.,.. �1l t Jacob H. Butterworth Environmental Scientist cc: Mr. David Zion, Salem Suede Mr. Scott M. Grover, Esquire, Tinti, Quinn, Grover& Frey, P.C. 4-25-2011 ConCom Status Report k5 � j� � . ��,4llirmcr Envirown:enlnt Grnup,Lec. � � � �� Allicznce Environ�nental Groa��, Inc. � ,, � too Je.£ferson FSuulevaed, Warwick, Rhode is�aud uz333 � `Ce�ephotte: por.7gz.7600; J!�ax: qo[.J3z.7G�o JUC10 27� 2�11 Mr. Thomas Devine Conservation AgenUStaffPlanner � City of Salem 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 RE: Site Monitoring Report#6 � 72 Flint Street Salem, MA Dear Mr. DeVine: On behalf of our client, Salem Suede, owner of the above-referenced location (hereinafter, "Site"), Alliance Environmental Group, Ina (AEG) has prepared the following status letter documenting conditions during a Site visit on May 26, 201 l. As you are aware, AEG has been assisting the Site owner and the project team with respect to Site management procedures. The walkover was conducted to ensure Site conditions continue to be stable and controls such as poly-ethylene sheeting over covered piles, siltation fence along the North River Canal, and boom along the upper bank of the North River Canal remain. AEG would like to report that the controls are in place and Site conditions appear stable. Furthermore, areas previously disturbed and comprised of bare soil have been revegetated naturally, thus providing additional erosion control. AEG will continue to monitor per the inspectional obligations and if you have any questions or concerns please feel free to contact the undersigned at 401-732-7600. Very truly yours, Alliance Environmental Group,Inc. � ___ ��/�' n'f>�4Gf�,��,.� Jacob H. Butterworth Environmental Scientist ce: Mr. David Zion, Salem Suede Mr. Scott M. Grover, Esquire, Tinti, Quinn, Grover& Frey, P.C. 5-26-201 I ConCom Staws Report#6 �� — �`. ��,4!liance Ermironmentnf Grnerp,lric. � r • � Massachusetts Department of Environmental Protection ro" e , 'I � Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent M h W I n Pr assac usetts eta ds otection Act M.G.L. c. 131, §40 Salem ciry/Town '"'P°``a"`: A. General Information When filling out fortns on fhe wmputer,use 1. Project Location (Note: electronic filers will click on button to locate project site): only the tab key co move your 72 Flint Street Salem 01970 cursor-do not a.Street Address b.City/Town c.Zip Code �. use the return key. Latitude and Longitude: 42.520464 70.967494 � d.Latitude e. Longitude +� Map 26 91 � f.Assessors Map/Plat Number g.Parcel/lot Number ,�,,, 2. Applicant: aus z � zoos a. First Name b.Last Name pFpT.0�PLAMt�`�('i g Note: Salem Suede, Inc. rAiiarsvn��"� Before c.Organization completing this P,�. BOX 708 fortn consult your local d.Street Address Conservation Salem MA 01970 Commission e.Cilyffown f.State g.2ip Code regarding any municipa�by�aw 978-744-1303 or ordinance. h.Phone Number i. Fax Number j.Email Address 3. Property owner(required if different from applicant): ❑ Check if more than one owner a. First Name b.Last Name Same c.Organization d.Street Address e.City(Town f.State g.Zip Code h. Phone Number i. Fax Number j.Email address 4. Representative (if any): Attorney Scott Grover a. First Name b.Last Name Tinti, Quinn, Grover and Frey c.Company 27 Congress Street, Suite 414 d.Street Address Salem MA 01970 e.CitylTown E State g.Zip Code 978-745-8065 h. Phone Number i. Fax Number , �j.Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $1,050.00 $512.50 $537.50 a.Total Fee Paid b.State Fee Paid c City/Town Fee Paid wpaform3.doc•rev.04/08/09 Page 1 of 8 . , Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands D_ WPA FOrm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ciry�rown A. General Information (continued) 6. General Project Description: Demolition of existing industrial buildings shut off existing utilities. 7a. Project Type Checklist: 1. ❑ Single Family Home 2. ❑ Residential Subdivision 3. ❑ Limited Project Driveway Crossing 4. ❑ Commercial/Industrial 5. ❑ Dock/Pier 6. ❑ Utilities 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture (e.g., cranberries, forestry) 9. ❑ Transportation 10. � Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal)or 310 CMR 10.53 (inland)? i. ❑ Yes � No If yes, describe which limited project applies to this project: 2. Limited Project 8. Property recorded at the Registry of Deeds for. Essex, South District a.County b. Certificate#(if registered land) 6690 89 c.Book d.Page Number B. Buffer Zone 8� Resource Area Impacts (temporary & permanent) 1. ❑ Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section 6.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area Size of Proposed Alteration Proposed Replacement(if anv) For all projects � affecting other � ResourceAreas, a. ❑ Bank 1.linearfeet 2.linearfeet please attach a b. ❑ Bordering Vegetated narrative Wetland t.square feet 2.square feet explaining how the resource area was c. ❑ Land Under i.square feet 2.square feet derneated. Waterbodies and WatefWays 3.cubic yards dredged wpaform3.doc•rev.04/OS/09 Page 2 of 8 , , Massachusetts Department of Environmental Protection � � Bureau of Resource Protection - Wetlands ' WPA FOrm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem clryliown B. Buffer Zone & Resource Area Impacts (temporary 8� permanent) (conYd) Resource Area Size of Proposed Alteration Proposed Reolacement(if anv) d. ❑ Bordering Land I Subject to Flooding 1.square feet 2.square feet i 3.cubic feet of flood storage lost 4.cubic feet replaced '� e. ❑ Isolated Land SubjeCt t0 FlOoding 1.square feet i 2.cubic(eet of flood storage lost 3.cubic feet replaced �I f. � Riverfront Area North River 1. Name of Waterway(if available) II 2.W idth of Riverfront Area (check one): � ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. -New agricultural projects only ❑ 200 ft. -All other projects 3. Total area of Riverfront Area on the site of the proposed project: $6,800 square feet i a. Proposed alteration of the Riverfront Area: I 86,800 33,250 53,550 a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft. s. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes� No s.Was the lot where the activity is proposed created prior to August 1, 1996? � Yes❑ No 3. � Coastal Resource Areas: (See 310 CMR 10.25-10.35) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: inciude your Resource Area Size of Proposed Alteration Proqosed Reqlacement(if anvl document transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number (provided on your receipc page) b. ❑ Land Under the Ocean �.square feet with all supplementary information you 2.cubic yards dredged submit to the Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ❑ Coastal Beaches �,square feet 2.cubic yards beach nourishment e. ❑ COastal DUnes 1,square feet 2.cubic yards dune nourishment wpaform3.doc•rev.04/08/09 Page 3 of 8 Massachusetts Department of Environmental Protection ' Bureau of Resource Protection - Wetlands � WPA FOrm 3 — Notice of Intent �o � e� � c � �� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ciry�rown B. Buffer Zone 8� Resource Area Impacts (temporary & permanent) (conYd) Size of Proposed Alteration Proposed Replacement(if anv) ' r. ❑ Coastal Banks 1.linearfeet g. ❑ Rocky Intertidal � ShOf25 1.square feet h. ❑ Salt Marshes 1.square feet 2.sq ft restoration,rehab.,creation i. ❑ Land Under Salt POndS 1.square feet 2.cubic yards dredged j. ❑ Land Containing Shellfish �.square feet k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.cubic yards dredged I. � Land Subject to Coastal Storm Flowage 1.square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or 8.3.h above, please enter the additional amount here. a.square feet of BVW b.square feet of Salt Marsh 5. ❑ Project Involves Stream Crossings a.number of new stream crossings b.number of replacement stream crossings C. Other Applicable Standards and Requirements Streamlined Massachusetts Endangered Species ActlWetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)?To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://www.mass.qov/dfwele/dfw/nhesp/requlatory review/prioritv habitaUonline viewer.htm. a. ❑ Yes � No If yes, include proof of mailing or hand delivery of NOI to: Naturel Heritage and Endangered Species Program Division of Fisheries and Wildlife 2006 Atlas Route 135, North Drive b. Date of map Westborough, MA 01581 wpaform3.doc•rev.04/OB/09 Page 4 of 8 Massachusetts Department of Environmental Protection " e So ' � Bureau of Resource Protection - Wetlands p WPA FOrm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ciry/Town C. Other Applicable Standards and Requirements (conYd) If yes, the project is also subject to Massachusetts Endangered Species Act(MESA) review(321 CMR 10.18). To qualify for a streamlined, 30-day, MESA/Wetlands Protection Act review, please complete Section C.1.C, and include requested materials with this Notice of Intent(NOI); OR complete Section C.1.d, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review(unless noted exceptions in Section 2 apply, see below). 1. c. Submit Supplementat Information for Endangered Species Review �. ❑ Percentage/acreage of property to be altered: �a�within wetland Resource Area percentage/acreage (b)outside Resource Area percentage/acreage 2. ❑ Assessor's Map or right-of-way plan of site s. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work'*" (a)❑ Project description (including description of impacts outside of wetland resource area & bufferzone) �b� ❑ Photographs representative of the site �c�❑ MESA filing fee(fee information available at: http://www.mass.qov/dfwele/dfw/nhesq/repulatory review/mesa/mesa fee schedule.htm). Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above address Projects a/tering 10 or more acres of land, also submit: (d)❑ Vegetation cover type map of site (e)❑ Project plans showing Priority& Estimated Habitat boundaries d. OR Check One of the Following i.❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http://www.mass.qov/dfwele/dfw/nhesp/repulatory review/mesa/mesa exemptions.htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. ❑ Separate MESA review ongoing. a.NHESP Tracking# b. Date submitted to NHESP ' Some projects not in Estimated Habitat may be located in Priority Habitat,and require NHESP review(see http://www.mass.qov/dfwele/dTw/nhesp/nhesq.htm, regulatory review tab). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. " MESA projects may not be segmented (321 CMR 10.16).The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc•rev.04/OS/09 Page 5 of 8 Massachusetts Department of Environmental Protection " �I � Bureau of Resource Protection - Wetlands $p I WPA FOI'm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 salem c�ryrrow� C. Other Applicable Standards and Requirements (cont'd) s.❑ Separate MESA review completed. Include copy of NHESP"no Take"determination or valid Conservation & Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ❑ Not applicable—project is in inland resource area only b. ❑ Yes � No If yes, include proof of mailing or hand delivery of NOI to either: South Shore-Cohasset to Rhode North Shore-Hull to New Hampshire: Island, and the Cape R Islands: Division of Marine Fisheries- Division of Marine Fisheries- North Shore Office Southeast Marine Fisheries Station Attn: Environmental Reviewer Attn: Environmental Reviewer 30 Emerson Avenue 838 South Rodney French Blvd. Gloucester, MA 01930 New Bedford, MA 02744 Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? omine users: a. ❑ Yes � No �f yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP inciude your Website for ACEC locations). Note: electronic filers click on Website. document transaction b.ACEC number (provided on your 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water receipt page) (ORW)as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? with all supplementary a. ❑ Yes � NO information you submit to the 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands oepanment. Restriction Act(M.G.L. c. 131, §40A)or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? a. ❑ Yes � No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ❑ Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: i. ❑ Applying for Low Impact Development(LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2. ❑ A portion af the site constitutes redevelopment 3.❑ Proprietary BMPs are included in the Stormwater Management System. b.� No. Check why the project is exempt: i. ❑ Single-family house wpaform3.doc•rev.04/08/09 Page 6 of 8 Massachusetts Department of Environmental Protection °g I � Bureau of Resource Protection - Wetlands WPA FOrm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ary/iown C. Other Applicable Standards and Requirements (conYd) , 2.❑ Emergency road repair 3.❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. D. Additional Information Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users: Attach the document transaction number(provided on your receipt page)for any of the following information you submit to the Department. i. � USGS or other map of the area (along with a narrative description, if necessary)containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) z. � Plans identifying 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. s. � Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), ' and attach documentation of the methodology. a. ❑ List the titles and dates for all plans and other materials submitted with this NOI. Site Demolition Plan a. Plan Title Eastern Land Survey Associates, Inc. Christopher R. Mello, P.L.S. b. Prepared By c.Signed and Stamped by August 26, 2009 1" =40' d. Final Revision Date e.Scale - See attached list f.Additional Plan or pocument Title g. Date s. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. s.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. �. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. a. � Attach NOI Wetland Fee Transmittal Form e. ❑ Attach Stormwater Report, if needed. wpaform3.doc•rev.04/08/09 Page 7 of 8 . � Massachusetts Department of Environmental Protection ' ' S � Bureau of Resource Protection - Wetlands p WPA Form 3 - Notice of intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 saiem c�ryrrown E. Fees , �. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. , Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment ' i��ni - R��7/oQ 2. Municipal Check Number 3.Check date i i��nn 8/z�/oQ ' 4.State Check Number 5.Check date I Salem Sue_de, Tnc_ '; 6. Payor name on check: First Name 7.Payor name on check:Last Name I F. 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 by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the project location. . �-a7.o� t.Signature of App' nt 2.Date 3.Signatu of Prope y O if diff e t) 4. Date �- �J 7-Q `� 5.Signature of Representa ve(if any) ' 6. Date For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent (Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office (see Instructions) 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. wpaform3.doc•rev.04/08/09 Page 8 of 8 . . , t Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands ' NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important:When A. Applicant Information, filling out forms on the wmputer, 1. AppliCant: use only the tab key to move your cursor-do not a.First Name b.Last Name . use the retum key. Salem Suede, Inc. � c.Organization ' � P.O. Box 708 d. Mailing Address Salem MA 01970 reu.n e.CityfTown f.State g.Zip Code 978-744-1303 . h.Phone Number i. Fax Number j.Email Address 2. Property Owner(if different): a. First Name b.Last Name Same c.Organization � d.Mailing Address e.Ciry/Town , f.Slate g.Zip Code h.Phone Number i. Fax Number j.Email Address 3. Project Location: 72 Flint Street Salem a.Street Address b.Ciry/Town To ca�cu�ate g, Fees f ling fees,refer to the category The fee should be calculated usin the followin six-step process and worksheet. Please see fee list and 9 g exampies in me Instructions before filling out worksheet. insWctions tor filling out WPA Step 1lType of Activity: Describe each type of activity that will occur in wetland resource area and Form 3(Notice of ' Intenq. buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 311ndividual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 41Subtotal Activity Fee: Multiply the number of activities (identified 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 61Fee 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. Wpaform3.tloc•WeYantl Fee Transmitlal Form•rev.2121108 Page t of 2 . � �, r Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands ' NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 11Type of Activity Step 2lNumber Step Step 41Subtotal Activity of Activities 311ndividual Fee Activity Fee Category 3a - Site Prep. 1 $1,050.00 $1,050.00 Step SlTotal Project Fee: $1,050.00 Step 6IFee Payments: Total Project Fee: $1,050.00 a.Total Fee from Step 5 State share of filing Fee: $ 512.50 b. 1/2 Total Fee less$12.50 City/Town share of filling Fee: $ 537.50 c. 1/2 Total Fee plus$12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent;a copy of this form; and the city/town fee payment. To MassDEP Regional O�ce(see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent;a copy of this form;and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) Wpafortn3 doc•WetlanG Fee Transmiltal Fortn•rev.2R1/OB Page 2 ot 2 {� �� Five Centennial Drive I Peabody,MA 01960-7985 i let:978-532-1900 lax:978-977-0100 www.wesionandsampson.com � . �� . � �� . �f(F�YM��31 .....'tv . 1 January 28, 201Q Ms. Ca�•ey R. Duques, AiCP ' Conservation Administrator/Staff Planner , City of Salem, City Hall Annex 120 Washington 5treet Salem, MA 01970 Re: Peer Review Services Foruter Salem Suede Site 72 FG�rt Street, Sale�n, MA Dear Ms. Duques: � � Weston & Sampson is pleased to provide the Salem Conservation Conunission with this letter report summarizing our review of docnments provided to us regarding the deve(opment of the above referenced site. Weston &Sampson reviewed the Phase I Limited Site Investigation prepared by SP Engineering, Lic. and dated December 15,2009. This letter report focuses on the findings of that report. Additionally in order to understand the context of the report, Weston & Sampson also reviewed the following documents: • i,etter from SP Engineering, dated August 20, 2007 • L,etter fi•om Board of Health, dated February 21, 2008 • Notice of Litent • L,etter from Building Depa�tment, dated July 24, 2�09 • Site Demolition Plan, dated August 26, 2009 • Conservation Commission Meeting Miimtes dated September l0, 2009 • Order of Conditions—DEP#64-492 • Work Plan, dated September 30, 2009 • Conseivatiou Canmission Meeting Minutes dated January 14, 2009 • Site Photos Summary of Work At the request oPthe Conservation Coniinission,9P Engineering conducted a Limited Site Iuvestigation Progiam [o evaluate the conditions of soil below the various slabs at tl�e Site, following building demolition. Ti�e site was a former tannery site and is cw-rently being redeveloped. Tl�e evaluation consisted of the excuvxtioi� of 9 fest pits at various locations and the analysis of soil for lead, cadmium and chromium at all locations, Extractable Petroleum Hydrocarbons (EPH) with target Polynuclear . I ♦ � � Ms. Carey,R. Duques, AIGP Janu�uy 28,2010 Page 2 aromatic hydrocarbons (PAHs) at three locations, and volatile organic compounds (VQCs) at two locauons. The VOC locations were selected based a� elevated VOCs detected in the field using a photoionization detector (PID). The EPH locations, under the boiler room, were chosen based on observed petroleum,believed to be residual #6 fuel oii. Test Pits were excavated up to app�•oximately 9 to 10 feet below grade. The subsurface consisted of approximately 3 feet of fill,underlain by 3 to 7 feet of tanning bark. The tanning bark was unde�lain by peat and green silt at depths ranging from 6 to 10 feet below grade. Groundwater was encountered at approximately 7 to 9 feet below grade: The Site is currently not listed as a release site under the Massachusetts Contingency Plan (MCP); 310 CMR 40.0000. All data were compared to S-2 standards under the MCP. No groundwater sa�nples were collected. Discussion of Cndings A number of compounds wete detected that exceeded the reportable wncenu•ation.It must be noted that the Reportable Concentration S-1 (RCS-1) standard applies, because the site is within 500-feet of residences. The contaminants of concem that exceed the RCS-1 stand�uds include chromium (at all locations except 1),cadmium(at one location),EPH and selected PAHs. The EPH and PAHs appear to be associated with the boiler room and the contractor has indicated that slab will remain in place. Of concern is that the footings extend to the water ta61e. The oil was identified as#6 fuel which generally has a low mobility. Additionally the August 2007 letter by SP engineering refers to an earlier Ahase I investigation in 2005 that refers to"oily soils may be encountered under fi•ont footings" of a former oil tank. The location of these soils is unknown. Chromium is typically in the Cr3+form and rypically immobile and we agree with the general premise that metals are general(y inunobile. However if Crb+is present then it will be more mobile. At this time the condition of groundwater at the site is unknown. Of concern to groundwater qua(ity over the long term is that the removal of slab will allow more tlushing of potential contaminants into groundwater. The 20071etter also refers to lagoons containing tannery sludges and landfilled leather wastes. It is unknown if these were encountered alkhough it implies that the lagoons were below a poition of the building. i Exposure of the lagoons following slab removal would also be a concem. Recommendations We agree with the approach to cover the exposed soil with crushed concrete or other covec As muny of the sampies were Erom immediately below Che slab the preven[ion of migraCion of surficial soil to the north River via stormwater runoff is essential. We aiso agree with keepii�g the boiler room slab intact. However we have a concern ttiat the area left is too small and th�t groundwater will have the opportunity to impact the oil �round the footings. As such iYesron�."�Sen�psa:F� � 1 Ms. Carey R. Duques, AICP Janua�y 28,2010 Page 3 we recommend(eaving a lu�ger area of slab than shown in this area of the site. We also have a concern. about Ihe area of oily soil referred to in the 2007 letter(if different)as that uea is�iiknown at this Cime. Ik appears Ihat the construction of the gravel berm and silt sock/fence would prevent surface water transpoit of contaminants. Therefore the other mechanism for contaminant transport is via groundwater. We recommend installation of groundwater monitoring wells to evaluate the condition of groundwater, which will need to be done as part of MCP response actions anyway. Finally,if the location of the former lagoons is known(the 2007 report refers to a Sanborn map showing ' locations) we recommend either leaving that portion of the site covered until it can be addressed in the future, or excavation and removal of those wastes once uncovered. Wesron&Sampsai appreciates the opportuniry to assist theConservation Commission on this project. Please do not hesitate to contact me by phone at(978)532-1900 or via e-mail at nz�sl.asti�@wseu7c.cam if you have any questions. Very truly yours, WESTON& SAMPSON �yV(� O . ,U�(Aa �� George D. Naslas, P.G., LSP Associate ��FILENAM14F,\p O:\Salem Conservation CaumissionVcner Repon.doci:'�: . . I ^'eston&5aripsnn,: -. -' R�C�P��L� -s -� ' FEB 10 2010 DEPT. OF PLANNING& � � COMMUNITy DEVELOPMENT ��IGI�EERI�JG � TE�H�I�LOGY P.fl. Hax 8�8 a Saiem, �lAassachus�tts 0197fl a Telephone: 978-745-45n8 a Fax: 978-745-4881 �1 i11 �� V �t� ��. 9 �'��1 . E')PALl.1�. JO� /� ��pa,ru� G'�a+�e; l�(��% (� d/� i �zass�- c.�r',terzL�iru ''� 1Q L y �a.�e: a 10 �' .�� c'�'t�rsoLe�r �oLaL ,}�',ao� % �nclrir�iny cooez tfieeG• .f trreze mzPi �ny rj,uestioias or� G/iis rarfoz��irrn; plerase c�¢ll a.� Gla� �u�le� t�iouisc- a6�� c�9�"rz.m� �/Q ZLC-� c��r,on¢L �in�ne�,Cs (� • —�� `� c�� ' �`�— �— G�- � ��,vi� � � � i�ES�� -� 0� ; � �� D ENGINEERING, INC. P.O. Box 848 • Salem, Massachusetts 01970 •Telephone: 978-745-4569 • Fax: 978-745-4881 Ms. Carey Duques. AICP Salem Conservation Commission Re; 72 Flint St. Slab removal and LSP review Dear Ms. Duques, I have prepazed this quick response to the questions and comments raised by George Naslas, LSP concerning the site conditions at 72 Flint Street. 2"a page 5�'pazagraph The reference to oily soils that"may be encountered"was the location of TP-3. The former fuel oil tank grave was beside the boiler room and TP-3. When the tank was removed in 1999 80 cubic yazds of oil impacted soils and 2500 gallons of skimmed product was taken off site for treatment or recycling. 6�' paragraph Many other investigations of leather facilities in the azea have not found significant hexavalent chromium in the soils or landfill materials. In 2009 we conducted an assessment at 75 Walnut St., a former tannery that burned down and collected 85 samples of soil, leather and ash for analysis,The hexavalent chromium analysis showed trace levels of hex in 21 of 85 samples (24.7%), The highest two values were 9.67 and 19.1, which aze below the 30 mg/kg S-1 DEP limit and non-reportable. The bulk chromium levels found at 75 Walnut St. were much higher than the 72 Flint St. site ranging from 318-6400 mg/kg. As stated in the last meeting the majority of the 6.5 acre site is open and has been receiving rain water and lateral groundwater flow for 100 years. The additional 3-6 month exposure to rain after slab removal is not likely to change groundwater quality. The lagoon and landfill waste azea referred to in the 20071etter is located under the pazking azea in the reaz,which is paved. Slab removal will not disturb this material. Page 3 2"d paragraph ' The development ItAM plan calls for the installation of monitoring wells to track water quality changes before, during and after remediation in 2010. The placement of wells now is not helpful because most of them would be destroyed during slab removal and soil excavation. Respectfully submitted, Bruce Poole, S P Engineering Inc. �✓�--�— �" "�-'� -,� D ��, �n��. P.O. Box 848 • Salem, Massachusetts 01970 •Telephone: 978-745-4569 • Fax: 978-74b-4881 Ms. Carey Duques. AICP Salem Conservation Commission Re; 72 Flint St. Slab removal and LSP review , Deaz Ms. Du ues, 9 I have prepazed this quick response to the questions and comments raised by George Naslas, LSP concerning the site condi6ons at 72 Flint Street. ' 2"a page 5�'paragraph �. » I The reference to oily soils that may be encountered was the location of TP-3. The former fuel oil tank grave was beside the boiler room and TP-3. When the tank was I removed in 1999 80 cubic yards of oil impacted soils and 2500 gallons of skimmed product was taken off site for treatment or recycling. I 6�' pazagraph i Many other investigations of leather facilities in the azea have not found si �ficant � hexavalent chromium in the soils or landfill materials. In 2009 we conducted an assessment at 75 Walnut St., a former tannery that burned down and collected 85 samples of soii, leather and ash for analysis, The hexavalent chromium analysis showed irace levels of hex in 21 of 85 samples (24.7%), The highest two values were 9.6� and 19.1, which are below the 30 mg/kg S-1 DEP limit and non-reportable. The bulk chromium levels found at 75 Walnut St. were much higher than the 72 Flint St. site ranging from I 318-6400 mg/kg. As stated in the last meeting the majority of the 6.5 acre site is open and has been receiving rain water and lateral groundwater flow for 100 years. The additional3-6 month exposure to rain after slab removal is not likely to change groundwater quality. The lagoon and landfill waste azea refened to in the 20071etter is located under the pazking area in the reaz, which is paved. Slab removal will not disturb this material. ,. , Page 3 2"d pazagraph The development RAM plan ca11s for the installation of monitoring wells to track water quality changes before, during and after remediation in 2010. The placement of welis now is not helpful because most of them would be destroyed during slab removal and soil excavation. Respectfully submitted, Bruce Poole, S P Engineering Inc. — I��/�-�/ � � Tr1BLE 5. Required contaminants,recommended analytical methods,reporfing limits and federal water quality criteria used in water quality criteria compliance determination Analytical Reporting Federal Water Contaminant Method(s) Limit(ue/D Quality Criterion {ugl11 Metais',� Arsenic 200.9, 1632 1 69 Cadmium 200.9,1637 1 42 Chromium(VI) 218.6, 1636 I 1100 �i Copper 200.9, 1639, 1640 0.6 4.8 Lead 200.9, 1639, ]640 1 210 Mercury 245.7, 1631' 0.4 1.8 Nickel 200.9, 1639, 1640 1 74 Setenitun 200.9, 1639 1 290 Silver 200.9 0.5 1.9 Zinc. 2009, 1639 1 40 1 Deternuued as"total recoverable metals." 2 FYcept for chromium and mc��cmy,samples canbe digestedbyMethod 2002(EPA, 1991)and exuac[ed bychelation/esuactionsuchas describedunder"Meta(s-14°S 92(EPA, 1979,revised 1983),priormanalysisbyMethod200.9. EPACleanmetaltechniques(1600seriesjaze described in EPA(1995a,b,c)and EPA(1996a,b,c,�. 3 Bloom and Crecelius(1983)method for determining macury conce�urations. 35 -k lt 'A _.__ U6VDER SLA� lIVi� ESTBGATION X TP- I � / ,; , = I � f�f� G �e��> !-9 �� GIVI�I...� 1 ,'�� / _ \ �%• ' �/ � \ , ' / �� FIIUISHING I � / / , � f � \ � � � �' � \ ,. � \ �- / � �\ \ / � / _ ; s / � �� i� OFFICES XTP-2 \ R � � H T OF / � , I �a Water Meter & Sprinkler _ J � _� /" k' , - � �/ �� rB01LER INTA TSLAB �% � \ � � � I Plug RQOM I i , �`�� d I OI.LY OILS 8 VJater Line / °�Domestic waste I O o��y � �XTP-3 L � Storoge Tonk No. I i/— - ---� X I �� 2!'-6"Lon f � �—- - - -i T P� � � , 9 i � � R � D 6-99 ) / � I �- - - 3A �� d 4�� Water Line—��_ — + " /�Q � Transformers � , v O� Hra. � e� B��Sprinkler�� ' -----� i 1 TOOL ' � ^� A ��m �a.51 -- --- X ROOM STO RAG E !' �nvert 9_g � SEreen pi} ib�e,vai�; ,�%%-"' TP-4 with 12'x // Top or' wall �� —=-- ---`_-- � �� E'. !Q.5' 4soo , x / � ' ��I� " Cr 5Cr$ - . . �„F„ p ,�F / 2 +I � � 4000 E PumPPii . /� . . . / PfDP' � �f PROPOSED BELT P 55 � ~ " � � , I 4a; .� PumpPit I AND ENCLOSURE I Cr -� �n �� X P'S � � �I tanks ' 1 l200 � ,y_+--�rSf�� . . - . ' � TP-5., �h �-- � W E; H I D E STG � '�- — �.+Wall 13.1 � ,� � � e ' � �-�--. f � � __T�-- i R � I Pole� (ume �' �d � RawWastew rTransfer-Pompi . - � . . . ' � X TP-7 . i -��I ( o �C ic Tanks6 Pump �I � � -� Abandonetl - ' � � , . . � � / 18" �— `_� COVER AREA V6IITH Mixer-x. � - � -- -- ---- ---- i 12�� OFCRUSHEDi �� ! � CONCRETE � - i - ��- Treatment Tenk � � Chemicol�.. �� Dust �'� T A N I: ' ' .. .. � . � . ... i , reed � box � ' ' � F I G U R E T W O i .Building , 1 � -��.. . . . . � - . . . . .. �ving 9ridge Slutlge. .. I� . � � � . .. � . _ ' -.. emovW - L____�_ - � � ' XTP- ' t ' I' SALEM SUEDE izina Chamber � �- � ! �... . . . . . . ..: . � . . � /�-' ProperfY �108 � . Y:��'� . � � SUBSOIL SAMPLES 12/3/09 � � � . Sludge Stomge - � Farca kl•icio I . . Tonk � ;� !"—"-�_ ,_�------ I � ' ' � � �✓ `\ '= ' � X TEST PITS TP—I TO TP- 8 , �' SP INC. �.�.a�. �,.c= - � —_ � � �3�� r �eE:� J� � �`-`�__ �- -� _ � � � � ; , � � � 4��,�,,,�,�.� , � �, ' `6 +i �� , ..�_ � � �j '� ''"� �; , �pq � �{@j�� rN � R�' 4 ,:. � �?a' ; a=� � �'�"' ��;� � �� ,� r� �} `yxd. � T ��,� � � �T} �� t. ,��", �`�� "" � ,g . •...::. �N, .��4 �T ��yitl�µ..;4i� 1 J h �� y � m?sa,i:w�� Siiu:�� . . � � ��y'�u::u.�:::-: , .�,�.�,'::�� . �� '�e, �'�, . X� �i11Ar'�.!: �: :� S[��CTRUM ANAi.YT)CAL, ITIC. . Feafurtn; HAN'II�AL TECHNOL�GY INVOACE To: SP�ngineering Technology Date: July 2?, 2009 P.O. Box 843, 4� Congress Street Invoice Nqwbe�r; 9009287 Salem, MA Ol 970 Attn: Accounts Payable Work�vdec 1Wo.: SA98062 , I�:QN#: NA Purchsse Order 1Vo.: Client Project No.: 579 Project Managcr: Bruce Poole Site Lacation: 75 Walnut St- Peabody, MA The following charges are dae for tho above indicated samples submitt�d on 7_1-Ju1-09. i, �.�� ' �. ...: _ y- , , . ., � � r � f� � � . � , ! 1h� r C �F q�! a.� ' � I r� .,. .n r 1�� y �� }�S14i1�� W u �r�11, u� a., ,� a I� 5 1F� 1 �t'L2EII��,R�' s r� �, . .. .. :. :ryi;a t��y, i .,ys ay„ :� ..: �� J�k� � .. � ,:,-qYAI�7tce . .. ',,.'.. . ,,,. , , .�: !: .. . ., , ,.._ .,.. � - � ..... . ...... . .:: ...........: ._,. SoiUSediment Hex¢valrnt Chromium by SW846 3060A 65 $31.50 52,67Z50 SoillSediment Solids,Perccnt 85 $0.00 $0.00 Meeals Digestfon &5 $8.40 $714.00 Subtofxl $3,391.50 TOTAL, AMOITNT AUE FOR SETtV][CES: � �a,syiso Plcase remit payment to: Spectrum Analytical, Inc. 830 Silver Street Agawam, MA 01001 Your prompt payroent is greatly appreciatad. Tliank you for your business! Paymenz Terms: Net 30 Days 1 I Almgren Drivc.�gawem,MA 01001 •Operntion�il iiuildin;&S�mple I:cr,ivii�y &30 Silvar Svcrt•Agawwn,�AA Q 100] •Adminirtrativc O�ces Volu[ile&Air Depurtmenu 1•800•7R9-91IS•413JR9-yp1$•FT:S413•7b9-407(>•�www�pr.Crum•nnalyticel.cum Pagelofl +.. i n�.r �nnv e.v rnr .� ' � �- - � ;_�.�" -� _� - I attest thai s.he information contained wiihin the report l�as been reviewed for accuracy and checked against Ihe quality cantro] requirements for each method. These resuits relate only 2o the sample(s)as received. Ali appficable NELAC requirements have been met Massachusetts tf M-MAi38/MAi110 Authorized by: � Connecticut#PH-0777 - Fiorida#E87600/E87936 � � � � Ivfaine#MAU8 ��s,�k;"�,� r� New Hampshire#2538 ,caj��'"`�z �� ' , New Iersey#MA011/MA012 �L �` � �N � � y� � New York#11393/11840 �� -- � �-` �� Hanibal C.Tayeh,Ph.D. Pennsylvania#68-04426/68-02924 � � PresidenULaboratory D'uector Rhode Ssland#98 USDA#5-51435 . Technical Reviewer's Inirial: � Vermont#VT-11393 � : Spectrum Anal}�cal holds certiScation in the State of Massachusetts for the analytes as indicated with an X in the"Cert"column wiffiin this report. Please note that the State of Massachusetts does not offer certification for all analytes � Please note that tlils report contains 31 pages of aualytical data pius Chain of Custody document(s). When the Laborntory Report is indicated as revised,this report supercedes any previously dated reports for Ihe laboratory ID(s)referenced above. Where this report . . identifies subconTracted analyses,copies of the subcontractor's test report is available upon request. This report may not be � reproduced,except in fiill,without written approvat from Spectmm Analyticai,Inc. Speco-um dnalytica7,lne,is a NELAC aceredited laboratory organeafion mu1 meets NELAC 7esting standards. Use of the NEL,3C logo however dces not insure tMt Speclrum is cumentty aceredited for the specific method or anatyte indicated Please refer to our"Oualiry"web page at mnv.spectrwn-analylical,rom for¢fulllirdng of ow current certifrcations�mditelds ofaccreditation.States m which Specmun Analytical,Inc. holds NELAC certificafion are�Vew York,New Hampshire,New Jersey and F7orida All mralyticai ivorkfor VolaHle Organrc and Air annlysis are bansferred to and conducted at our 830 Silver Sbeet location(NY-11840,FZ-E87936 mrd NJ-�NA012). PJease cantact the Laboratory or Technrca!Directar qt 80Q789-9115 with arry questions regmding the dala cantained rn this laboramry report. This laboratory repon is xot valid withoxt ars aurhanzedsignaJure ars the caver page-. � � *Reportable Detection Limit BRL=Betow Reporting Lunit - Page 3 of 31 . � Samole Identification 1 . Client Proiect# Matrix Collection Date/Time Received � SA98062-01 579 Soil 13-]u1-09 00:00 21-Ju1-09 GISNa Analyte(s) ResnU Flag Uniu *RDL Dilutian MahndRef. Prepared Analyzed Bmch Cert General Chemistry Parameters - %Solids 74.4 % 1 SM2540 G Mad. OGAug-09 O6-Aug-09 9080411 iasq0.2g9 Hexavalent Chromium BRL mglkg dry 1.26 7 SW846 7196A 22Ju1-09 ZZ-Jul-09 9072209 �a-. .. ..a .ae�.r ..e.ti-.; .�, .. _ . ""._.,. -:.",�b- . �s ,.' . . _-� e. � s� <_ �r�. .z. . x�, r w.z �.. " > _ �>:__ ...-�,.. Samnte Identification Z . Client Proiect# Matrix Collection Date!I'ime Received SA98062-02 579 Soil 13-Ju1-09 00:00 21-Ju1-09 CASNo. Ana[yte(s) ResuU Flag UniCc *ROL Dilukort MethodRef. Prepared Axalyzed Balch Cert General Chemistry Panmeters � %SOlitls 8fi.3 % � 1 SM2540 G Mod. O6-Aug-�9 O6-Aug-09 9080411 18540-2&9 Heuevalent Chromium 1.10 mykg dry 1.06 1 SW846 7196A 22-Ju1-09 22-Ju1-09 9072209 _,...- .. , ��.:� . ..,. _ _R; t- _ �v. _..-.� -,_. . _,. �.. .. _�-,..�. _ _ „,�,. , .. ,: ,�s- . Samole Identification { � 3 Client Proiect# Matrix Collection Date/Time Received� � SA98062-03 579 Soil 13-Ju1-09 00:00 21-Iu1-09 CASNo. Analyte(s) Resuk Flag Uni1s *RDL Dilution MethndRej. Prepared Analyzed Batch Cert Geoeral Chemistry Paramehrs %Solids 85.7 °� 1 SM2540 G Mod. OB-Aug-09 OB-Aug-09 9080417 �859aZ9'9 HeXaValent ChtOmium 2.13 mg/kg dry 1.07 1 SW846 7196A 22Ju1-09 22Ju1-09 9072209 Samole Identification 4 Client Project# Mahix Collection Date/Time Received SA98062-04 579 Soil 13-Ju1-0900:00 2]-Su1-09 C9SNo. Analyte(s) Result F[ag Unrls *RDL Dtlutian Me[hodRef. Prepared Anafyzed Batch CerG General Chemistry Parameters %SoIiQS 87.3 °h 7 SM2540 G Mod. 06-Aug-09 O6-Aug-09 8080411 �854a-2%9 Hexav2lent Chromium 3.27 mglkg dry 1.05 1 SW846 7196A 22-Ju1-09 22Ju1-09 9072208 � ,_... .,:.., ..,.> ..... � . . . .. E - .�_ . . .�, : . .. .�,,. ,. _e..., .:_ ...�- �. :.s, - .. .::.,. �� „�..:. . ..y.�_ .>._.> �-, . � ._. Samnle Ident�ca6on 5 ClientProiect# Mattix CollectionDate/Time Received SA98062-OS 579 Soil 13-Ju1-0900:00 21-Ju1-09 CASNa Axnly[e(sJ Result F7ng UniCc "RDL Ri6tioa MethodRef. Prepnred Analyzed B�ch Ce2 Generai Chemistry Parameters %Solids 85.1 % 1 SM2540 G Mod. O6-Aug-09 Ofi-Aug-09 9080411 ��-z�-9 Hexavalent Chromium 1.17 mykg dry 1.04 7 SW846 7i96A 22Ju1-o8 22-Ju1-09 9072209 Samole Identification . 6 � Client Proied# Matrix Collecrion Date/Time Received � _ SA98062-06 579 Soil 13-Ju1-09 00:00 21-Ju1=09 CASNo. Analy[e(s) Resu[t Flag Urtils *RDL Dilution MMhodRej. Prepared Aaa[yzed BaMA Ce�t General Chemishy Parameters � °k SOlids $4-6 % 1 SM2540 G Mod. O6-Aug-09 Ofi-Aug-09 9080411 ��2� Hexavalent Chromium BRL mykg dry 7.05 1 SW846 7196.4 72•Jul-o9 22-Ju1-09 9072209 This labaratory report is not vaGd without an m�tharizedsignmrre on the cover pnge. - °Reporfable Detection Limit BRL=Below Reporting Limit � Page 9 of 31 -;� Samole Idenrificarion � ClientProiect# Matrix CollectionDatelTime Received � SA98062-07 579 Soil 13-Ju1-09 00:00 21-Ju1-09 CASNo. Andyte(s) Resuh Flag UniLs "RDL Dilution MethodRef. Prepared Ana[yzed Batch Ce2 Geveral Chemiatry Parameters ' %Solitls 77.7 96 1 SM2540 G Mod. O6-Aug-09 O6-Aug-09 908041� iesoaza9 He�cavalent Chromium BRl mglkg dry 1.11 1 SW846 7196A 22-Ju1-09 22Ju1-09 9072209 .�c � :�a.a ,....a,^......�_,w._ ... .. �.�sa<- «-,.. �.=:a � ,�._�,a+,.�+xv�.wa�wc. <. . .v_..,s;_ .xs ,.,,�Fe.:. ......wse.�x.-^w,� . _.�u�-„.. a . .,_a_:;v,-:,.�:;: Samole Iden�cation 8 Client Proiect# Matrix Coliectio�Date/Time Received SA98062-08 579 Soil 13-7u1-09 00:00 21-Ju1-09 CASNo. Ana[yte(s) Resufl Ffog Uni1s *ROL Dilutian MdhadRej. Prepored Analyud Bafch Cerf. Geueral Chemistry Paramehrs � %Solids 87.2 % 7 SM2540 G Motl. OB-Aug-09 06-Aug-09 9080411 �854��28-9 HexavalerrtChromium 3.38 mg/kgdry 7.02 1 SW8M167196A 22-Ju1-09 2S.lul-09 9072209 - .ti_• ..._.... . .r.-.. . ..-� a- � , ....+�.-.. -. -..,cr .- .,.�:,;.. . ,�.. ..:: - � . - Samule Identification y ClientProiect# Matr� CollectionDate/Tune Received SA98062-09 579 Soil 13-Ju1-0900:00 21-Ju1-09 CASNa Analyte(s) Rerult Flag Units *RDL Diludon MethodRef. Prepnred Analyzed Bo[ch Cerc � GmeralChemistryParameters %Solitls 89.3 % 1 SM2540 G Mod. Ofi-Aug-09 O6-AugA9 9080417 ia5aa2%9 HexavaleM Chromium 2.12 mg/I�q dry 1.04 1 SLV846 7196A 22-Ju1-O9 22Ju1-09 9072209 Samnle Identification 10 Client Proiect# Mahix CollecHon Date/Time Received SA98062-10 579 Soil 13-Iu1-0900:00 21Ju1-09 GISNo. Analyte(s) Resuk F[ng Unils *ROL Difution MdhadRef. Prepured Analyzed Batch Cert General Chemistry Parameters %Solids 88.1 % 1 5M2540 G Mod. 06-Aug-09 O6-Aug-09 9080411 7850o-za9 Hexavalent Chromium BRL mg/k9 dry 1.06 1 SW846 7196A 22-Ju1-09 22Ju1-09 9072209 -> ., z::o��. x,. , ,a<:,< �_ e�>.�.�• . .,,.:c .. .. .::,.--„ ..,.:.:,, . � ..,,._:-.. � .., __. . ,. _ s:_ . _ . �_ .. _. _. Samole Identification 11 - Client Proiect# Matrix Collection Date/Time Received SA98062-I1 579 � Soil 13-Ju1-09 00:00 21-Ju1-09 . C9S No. Analyte(s) ResuU FTug Uni6 "ROL Qilulron Method Ref. Prepured AndyLed BatcA Cer[ General Chemistry Parameters , %Solids 83.1 % 1 SM2540 G Mod. O6-Aug-09 06-Aug-09 9080409 � iasao-Zs-9 HexavalentChromium BRL mglkgdry 1.15 1 SW84671ssA 22-Ju1-09 22-Ju1-09 9072209 � Samole Identification , - 12 Client Proiect# Matrix Collection Date/I'une Received � . SA98062-12 579 Soil 13-Ju1-09 00:00 21.JuG09 CASNo. Analyte(s) Resu![ Flag Unils *ROL DiLUion MethodRej. Prepared Analyzed Batch Cer1. General Chemistry Parameters °k Sdids 79.9 % i SM2540 G Mod.. O6-Aug-09 Ofi-Aug-09 9080409 1e54a29-9 Hexavaleflt Chromium BRL mg/kg dry 1.16 1 SW846 7196A 22-Ju1-09 22-Ju1-09 9072209 This[aborafory repoR is not valid without nn authorrzedsignaWre on the cove'page. 'Reportable Detection Limit BRL=Below Reporiing L'unit Page 10 of 31 'A Samole Iden[ification 13 ClientProiec[# Matr�c CollectionDate/Time Received � SA98062-]3 579 Soi( 13-7u1-0900:00 21-Ju1-09 CASNo. Analy[e(s) RauU Flag Units *RDL Dilueion MethadRej. Prepared Analyzed Batch CerG Geueral Chemistry Parametecs _ � %Solids 86.8 % 7 SM2540 G Mod. 06-Au9-09 06-Aug-09 9080409 �854o-z39 HexavalentChromium BRL mg/kgdry t.o4 1 SW8467t96A 22-Ju1-09 22Jui-09 9072209 �.,uz _ . 9,�=�a �:- .._._.x-x _ - . „ , .....,. __. :. ,. _ .�Y , _r.._, s; .,. , Samnle Idenrification 14 Client Proiect# Matrix Collecrion Date/Time Received SA98062-14 579 Soil 13-Ju1-0900:00 21-Ju1-09 GISNo. Analyte(s) ResuU F[ag Unik 'RDL DiluRon MethodRef. Prepared Analyzed Batch Cert General Chemistry Paramehrs � %Solids 81.5 % 1 SM2540 G Mad. 06Aug-09 06-Aug-09 9080409 te54a29�9 HexavalentChromium 8RL mg/kgdry 1.i3 1 SW8467196A 22JUI-09 22Ju1-09 9072209 . :.r z.. _, _.. t ... .,. -r�., , ., �-,. . . ..,_ . _ „�._, . . .., . ... . . _ _ <,...n�-:. �.� _. . Sample Identification 15 Client Project# Matrix CollecUon Date/Time Received SA98062-15 579 Soil 13-Ju1-09 00:00 21-Iu1-09 G1SNo. Ana[yte(s) Resvlt F[ag (Inits *RDL Dilution MerhodRef. Prepared Analyzed Batch Cert General C6emistry Parameters � %Solids 80.9 °!0 1 SM2540 G Mod. O6-Aug-09 06-Aug-09 9080409 iesw-Zs-s HexavaleM Chromium 1.95 mglkg dry 1.71 1 SW846 7196A 22-Ju1-09 22-Ju1-09 9072209 �w. . �. • .: s� ., r�a;�.:� .. -�:. _ z . _�.,.. a- .-_ . .,.,,,.s..,x.. ,. . .: . .-_, .. . Samnle Identification 16 Client Proiect# Matrix Collection Date/Cime Received SA98062-16 579 Soil 13-Ju1-0900:00 21-7u1-09 � CASNa. Analyte(s) Res«U Flog Units *RDL Dilutiart MdhodRej Prepared Analyzed Batch Cer[ Ceoeral Chemistry Parameters . %Salids 80.8 % 1 SM2540 Ca Mad. O6-Aug-09 O6-Aug-09 9080409 �8sto-Ze-9 Hexavalent Chromium BRL mykg dry 1.18 7 SW846 7196A 22Ju1-09 22-Ju1-09 9072209 � Samole Identificadon � . 17 ClientProiect# Matrix CollectionDate/Time Received SA98062-17 579 � Soil 13-Ju1-0900:00 21-Ju1-09 CASNa Analyte(s) Resuft F[ag Unils *RDL DiluHon MethodRej. Prepared Axdyzed Ba1ch Cert Genenl C6emistry Parameters - %Solids 89.7 % 7 SM2540 G Mod. 06-Aug�09 06-Aug-08 9080409 »a�-B Hexavalerrt Chromium BRL mg/kg dry 1.05 7 SW846 7196A 22Ju1-09 22Ju1-09 9072209 Samnle Identification �. � 18 Client Proiec[� MatrUc Collection Date/Time Received , - SA98062-IS 579 _ Soil 13-7u1-0900:00 21-Ju1-09 CASNo. Analyte(s) Result Ffag Unils •RDL Dilu6on MethodRej. Prepored A��dyzed Bateh Cert General Chemistry Parameters °k SOIidS 892 % 7 SM2540 G Mod.�. 08-Aug-09 O6-Aug-09 9080409� �8`��-Z9-9 HBX8V818fIf ChfOfIIWrt1 8RL mg/kg dry 1.04 1 SW846 7196A 22Ju1-09 22Ju1-09 9072209 This laboratory report is no�validwithout me auJhorizedsdgnature an tbe cover page. "ReportabieDeteclionLimit BRL=BelowRepofingLimit Pagellof3l - -« ' Sample Identificatiou 19 ClientProiect# Matrix CollectionDatelTime Received � SA98062-19 579 Soil 13-Ju1-09 00:00 21-7u1-09 , G1SNo. Analyte(s) Ruutt Flag Unia *RDL Drlutinn MethodReJ. Prepmed Anatyud BaMh Ce2 General Chemistry Parameters %Solids 73.2 % 1 SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080409 ta5qQ29-9 He�valeM Chromium � BRL mg/I�q dry 1.37 1 SW846 7196A 22-Ju1-09 22Jui-09 9072209 u�- � n.'d4t£tl'e 3.� . Z'4'A.-�.i i .Yb��.+Y-a �l.a ..'is}.3�YY.�K�i m.M. ..�s:SS.isFv yl�sa..e.h.^A`s aneALvi�ai 3s �+wzs u . ...... . . .-t�.}..�y .�.�.-.R � Samote Identification Z� CGent Proiect# Matrix Collection Date/Time Received SA98062-20 579 Soil 13-Ju1-0900:00 21du1-09 CASNo. Anatyte(s) Resu(t Flag Units *RDL DiluSon MdhadRef. Prepared Analyzed Batch Cer4 Generai Chemiatry Parametero � %Solids 76.2 % t SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080409 �8540.z%9 Hexavalent Chromium BRL mgikg tlry 127 7 SW846 7t96A 22-Ju1-09 29Ju1-09 9072300 ......... . -..:r. .x ,�.•a�� .;, �. �... . �... ,:�.<✓> ., ...s_ .c-�.p_. . . . ., � - �: �r.�:�;. � .,... ;. ,_ . ..,.. - .. s_ �_. . . � ,: _-. SamDle Identification Zl Client Project# Matris Collection Date/I'ime Received SA98062-2] 579 Soil 13-Ju1-0900:00 21-Ju1-09 CASNo. Andyte(s) Result FTag Uxifs *RDL Dilukon MethodRef. Prepared Ana/yzed Baich Ce2 General Chemistry Parameters %Solids 82.1 � 1 SM2540 G Mod. OEAu9-09 O6-Aug-09 9080409 iesao-Zae Hexavalerrt Chromium 8RL mglkg dry 7.23 1 SW846 7196A 22Ju1•09 29Ju1-09 9072300 .. ,. , :..._, �-.. ».,.. , _ . . . .. ., -,. ,. ,�:. .... .. � . .,,.�.._. ..: . ,....� .�. . :- _.... . . . . _ . _._ „« ..�.,,.,-c.. - . .. ,.. , , _ _ . Samvle Identification 22 ClientProject# Matrix CollectionDate/Time Received SA98062-22 579 Soil 13-Ju1-09 00:00 21-Ju1-09 CASNo. Ana[yte(s) Result F(ag Uniu *RDL Dilutiors MethodRej. Prepa,ed Ana[yzed B�ch Cert General C6emistry Paremeters %SolidS 81.6 % i SM2540 G Mod. 06-Aug-09 O6-Au9-09 9080409 '18500-29-9 HexBvelent ChromiUm BRL mg/kg dry 122 1 SW846 7196A 22-Ju1-09 29Ju1-09 9072300 Samole Identifica5on z3 ClientProiec[# Matrix CoI]ectionDate/I'ime Received SA98062-23 579 � Soil 13-Ju1-09 00:00 21-Ju1-09 CASNo. Analyte(s) Result F[ag Uni[c "ROL llilu6on MdhodReJ: Prepmed Annlyzed Barch Cert General Chemistry Parameters %Solids 80.1 °k 1 SM2540 G Mod. O6-Aug-09 0&Aug-09 9080409 - �e`,rw-29-9 Hexavalent Chromium BRL mg/kg dry L22 1 SWd46 7796A 22-Ju1-09 29Ju1-09 9072300 �s, . - , .._ . . ._ :.arrK_. _.�.v;.m e _ n, �_ . �. ..___ _. -_. . .__ ._ .. _ .. _ _ _. _.. Samole Identification � 24 Client Pmiect# Matrix Collecrion Date/Time Received � . - SA98062-24 579 . Soil 13-Ju1-09 00:00 21.JuG09 CASNo. Andyte(s) Result Fiag Uxris •RDL Dilulion .MethodRef. Prepared Analyzed Balch CerG General Chemistry Parameters %Solids 81.5 Mo 1 SM2540 G Mod.-. 06-Aug-09 O6•Aug-09 9080409� ie5aa2s-s Hexavalent Chromium � BRL mykg dry 7.20 1 SW848 7196A 22,Ju1-09 29Ju1-09 9072300 This labora(ary repoR is not vaGd wrthout me authorized sign�ure on the crover page. *Reportable Detection Limit BRL=Below Reporting Limit Page 12 of 31 - _„ . � Samvle Identification � ZS Client Proiect# Mahix Collection Date/Time Received � SA98062-25 579 Soil 13-Ju1-09 00:00 21-Ju1-09 , C�1SNo. Attaty[e(s) Result Flog Uni� •ROL Dilution MethodRej. Prepwed Axelyzed B�ch Ce2 Generai Chemistry Parameters . °h Solids 79.4 % 1 SM2540 G Mod. OB-Aug-09 06-Aug-09 9080409 � `�� HexavaleM Chromium BRL mg/kg dry 7 i9 1 SW846 7796A 22 Ju109 2s-Ju1 09 90723o0 - �.- <.�:�ss �s.:.c. __nxrw� samar,a� ��-,rc>�e„c�. ._�.n:.roe.m..,..,�-ee.a�.�.:..x.=.u._::.__..,z. _,.._ _a:� a ., a.�r_. .. ., x_.<.,,. ._.�.�,� � Samnle Identification Clieut Project# Mattix Collection Date/I'ime Received 26 SA98062-26 579 Sod 13-7u1-09 00:00 21-Jut-09 CASNo. Analyte(s) Resul( FTag Uni[r •RDL Dilutlon MethodRef. Prepared Anatyud Batch CerC GeneralChemistryParameters � � %Solids 86.4 % i SM2540 G Mod. O6-Au9-09 OB-Aug-09 9080409 �esnoas-9 Hexavalent Chromium BRL mg/kg dry 7.13 1 SW846 7196A 22-Ju1-09 29Ju1-09 9072300 ,s=_, ' - ;_�.:_, ... ,.._ ..-�.�.. _s... ,_ '_;:.: . _..,.: �. , . ,n .. _ .. Samole IdentiScation 2� Client Project# Mahix Collection Date/Cune Received SA98062-27 579 Soil 13-1u1-09 00:00 21-Ju1-09 CASNo. Analyte(sJ ResuU F[pg UnHs •ROL DiluNon MMhodRef. Prepnred Analyzed Batch Cert General Chemistry Parameters �o SOlids &4.9 k t SM2540 G Mod. OEAug-09 O6-Aug-09 9080409 �8546'Z9'9 Hexavalent Chromium BRL mglkg dry 7.09 1 SW846 7796A 22-Ju1-09 29-Ju1-09 9072300 :....,., , . _.;. -� ;....,:�. <..:,_�«.:_,.. ... �y -. , ._ v,r_: _ - , f Sample Identification - - 28 ClientProiect# Matrix CoOectionDate/Time Received SA98062-28 579 Soil 13-7u1-09 00:00 2]-7u1-09 CASNa Analyte(s) Resull Flog Units •RDL Orlulion Me[hodRef. Prepwed Analyzed BaMh Cert Geueral C6emistry Parame[ers °�G Solids 85.9 % 1 SM2540 G Mod. OEAug-09 O6-Aug-09 9080409 1es40.zg-a Hexavalent Chromium BRL mq/kg Gry 1.09 1 SWBas 7196A 22Ju1-09 29Ju1-Os so72300 Samnle Identificadon 29 Client Proiect# MaVix Collection Date/Time Received SA98062-29 579 Soil 13-Iu1-09 00:00 21-Ju1-09 C9SNo. Analyte(s} Reeult Fltrg Unitf *ROL Ot(ufion MethoARef. Prepmed Analyzed Batch Cerl. General C6emistry Parameters %SOlidS 8'1.1 % i SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080409 185�w-2Sa Hexavalent Chromium BRL mg/kg tlry 7.23 1 SWBa6 77a6A 31-Ju1-09 03-Aug-09 9072321 - Samnte Identification � � - 30 Client Proiect# Matrix Collection Date/Time Received � _ SA98062-30 579 Soil 13-Ju1-09 00:00 21-Ju1-09 CASNo. Analyte(sJ Resu(t FTng (Inrls *RDL Ditution MethndRef. Hepnred Analyzed B�ch Ce2 Geaeral Chemistry Parameters %SOlids 81.8 �0 1 SM2540 G Mod... 96-Aug-09 O6-Aug-09 9�80409 1a54az9�9 He)tavalentChromium 2.78 mg/kgdry 722 1 SW8467196A 31-Ju1-09 03-Aug-099072321 This labo�alary report is not vdid withnut an autharized signaaure on the crover page. *Repartable Detection Limit BRL=Below Reporting Limit Page 13 of 31 � � � � Samole Identification 31 Client Proiect# Matri;c Collection Date/Time Received ' SA9806231 579 Soil 13-Ju1-09 00:00 21-Ju1-09 CASNa Analyte(s) Resu[t Flog (Jnils •RDL Dilution MethodRef. Prepmed Analyzed Bn1cPr Cert General Chemistry Parsmeters %SOlids 85.4 % 1 SM2540 G Mod. 06-Au9-09 06-Aug-09 9080408 785aa2s-9 HeuavaleniChromium BRL mg/kgdry 1.16 1 SW8467796A 31Ju1-09 03-Aug-099072321 I ...._,.c _.�. -.r=�r> . , ,—r ._ .. .v_ .,:e�.:u..�.... ::. � _ � ._ .a:_. .� .-, y sN ..:;p�s�-.,.... .,.,�<:.... ... .,._ . . Samnle Identificariou � Client Proiect# Mateix Collecrion DatelTime Received 32 SA98062d2 579 Soil 13-7u1-09 00:00 21-Ju1-09 CASNo. Anafyte(s) Result FTag Unite *ROL Dilutiore MelhodRef. Aepared Anrt[yzed Bateh Cere General Chemistry Parameters - °�Solids 84.8 % 1 SM2540 G Mod. OB-Aug-09 O6-Aug-09 9080408 ��-2%9 Hexavalent Chromium 1.63 mg/kg dry 7.16 1 SW&16 7196A 37-Ju1-09 03-Aug-09 9072327 Samvle Identifica[ion ' 33 ClientProiect# Matrix Collec[ionDate/Time Received SA9806233 579 Soil 13-7u1-09 00:00 21-]u1-09 CASNo. Analyte(sJ ResaN F[ag Unils *IPDL Dilu�inn MethodRej. Prepared Anatyud BaMh Cert General Chemistry Parameters °/a Solids 87.6 % 1 SM2540 G Mod. �06-Aug-09 06-Aug-09 9080408 �asao-za9 Hexavalerrt Chromium � BR� mg/kg dry 7.14 1 SW846 7196A 31Ju1-09 03-Aug-09 9072321 - � , ,:.<:�, . .��....>...- _-,. ,. - . Sample identification . . 34 ClientProiect# Matrix CollectionDate/T'vne Received SA98062-34 579 Soil 13-Ju1-09 00:00 21-Ju1-09 � G9SNo. Analyte(s) ResuU F7ag Unitc *RDL Di(ution MethodRef. Prepared Analyzed Ba[ch Cert Geoerai Chemistry Parameters %a Solids 86.8 % 1 SM2540 G MOd. 06-Aug-09 06-AUg-09 9080408 ��-z�-9 Hexavalerrt Chromium . 6.36 mglkg dry 1.15 1 SW846 7196A 31-Ju1-09 03-Aug-09 9072321 ��__. •, �._r:,. _ ,.:,:� .;..�„a, . _ . . , , . _ .� . :,_: -,..nr.:-.: ._�._ _,: ... . ....,.. �.: . . . . �. . Samole Idert�cazion � 35 � Client Proiect# Matrix Collection Date/Time Received SA98062-35 579 � Soil 13-Ju1-09 00:00 21-7u1-09 "CASNo. Ana{y!e(s) Result Flag Unitc *RDL Riluffon MdhodRef. Preprved Andyzed Bmch Ce2 General Chemistry ParamMers %Sollds 91.9 % 7 SM2540 G Mod. O6-Aug-09 06-Au9-09 9080408 � iesaa2g9 Hexavalent Chromium BRL mglkg dry 1.08 1 SW846 71s6A 31-Ju1-09 03-Aug-09 9072327 � �_,_ .. .�.... �_:,�..:. . .. .�:.;. e. ...:.. . .....: ..r- _.., .._.:. , -..._„ � . .., . . Samole Identification . � 36 Client Proiect# Matri�c Collection Date/Time Received �� SA9806236 579, Soil 13-Ju1-09 00:00 21.-1u1-09 CASNo. Analyte(s) Resuft F/ag l/nits •RDL Dilu6on MeNiodRef. Prepared Analyzed Batch Cert General Chemishy Parameters %Solids 93.0 % 1 SM2540GMod._ Ofi_Aug-09 O6-Aug-099080408 �&rt` o-z9-9 Hexavalent Chromium BRL mg/I�g dry 1.07 1 SVJ846 7196A 31-Ju1-09 03-Aug-09 9072321 This labor�ory report is not valid witknut m�mthorized signamre on the crover page. °Reportable Detection Limit BRL=Below Repordng Limit Page 14 of 31 'A . "R Samole Ident�cation � �. 3� Client Project# Matrix Collection Date/Time Received � SA9806237 579 Soil 13-Ju1-09 00:00 21-7u1-09 CASNo. AnNyte(s) Resuh Flag Unils •ROL Dilubon MethadRef. Prepmed Analyzed Batch Cer[ General Chemistry Paramere�s %Sol(d5 79.1 % i SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080408 ��`4Q�-8 HeXaValent ChromiUm BRL mglkg dry 1,25 1 SW846 7196A 31-Ju1-09 03-Aug-09 9072327 -_._ ��< s.r- ,v-.,.. . .r ,�.�. . .�...u, ..,��n:z ,., . ., -.,_�.»:vr xs .x:s.:. . �. ... . .,.. x .t ._ 4,x»+,-.." . ,c.r.. ��w,.-...y�- . �.�..�.r.,.> Sample Identification Client Project# Matroc Collectlon Daze/Time Received � 38 SA98062-38 579 Soil 13-Ju1-09 00:00 21-Ju1-09 CASNa Ana[yte(s) ResuU Ffag Oni(s *RDL Dilution MethodRef. Prepared Analyzed BatcA Cert GeneralChemistryParameters � � � %Solids 87.0 % i SM2540 G Mad. 06-Aug-09 06-Aug-09 9080408 78544238 Hexavalent ChromiUm 124 mg/kg dry 1.15 1 SW846 7796A 31Ju1-08 03-Aug-09 9072327 _�.� .. .x. �;.. . ,»c. v_ .. _ - ..__._ ,nz._ .,... .... � ."s::... .s.k,. . ..v,.. , .,- .. .. Samnle Identification 39 Client Proiect# Matrix Collec6on Date/Time Received SA98062-39 579 Soil 13du1-09 00:00 21-Ju1-09 CASNo. Arta[yte(s) Resalt Flag Unils *RDL Diludott � Me[hodRef. Prepared Anatyzed Ba1ch CerG General Chemistry Parameters %Solids 88.0 % 1 SM2540 G Mod. O6-Aug-09 06-Aug-09 9080408 iasao-zge Hexavafent Chromium BRL mg/kg tlry 1.14 1 SW846 7196A 0&Au9-09 O6-Aug-09 9080373 Samnle Ident�cation - 40 Client Proiect# Matrix Collection Date/Time Received SA98062-40 579 Soi] 13-7u1-0900:00 21-Ju1-09 CASNa. Ana[yte(s) Result F(ag Unfts *RDL Dilu6an MethodRej. Prepored Apalyzed Batch Cert General Chemistry Parameters %Solids 84.9 % . i SM2540 G Mad. 06-Aug-09 06-Aug-09 9080408 �asaazg9 Hexavalent Chromium BRL mg/kg dry 1.17 1 SW846 7196A 03-Aug-09 06-Aug-09 9080373 Sample Identification 41 Client Proiect# Matrix Collection Date/Time Received SA98062A1 579 � Soil � 13-Ju1-0900:00 21-Ju1-09 � CASNo. Analyte(s) Result F7ng Urtid *RDL Dilution MrlhodRef. Prepnred Arta[yZed Botch Cert Generel Chemistry Parameters %Solids 80.7 % 1 SM2540 G Mod. 06-Aug-09 O6-Aug-09 9080408 � iasao-zs-s HexavalentChromium BRL mg/kgtlry 123 7 SW8487196A 03-Aug-09 O6-Aug-099080373 � Samole Identification � � QZ Client Proiect# Matrix Collecrion Date/Time Received � - � I � SA98062-42 ��9. Soil 13-Ju1-0900:00 21-Ju1-09 CASNo. Ana[y[e(s) ResuU Flag Uni(s *RDL Dilulion MahodRef. Prepared Amalyzed Batch Cert � General Chemis[ry Parameters %Solids 91.0 % t SM2540GMod.- OB.Aug-09 O6-Aug-099080408 ��Z%9 HexavalentChromium BRL mg/kgdry 1.09 1 SW64fi�196A 03-Aug-09 06-Aug-099080373 This laboratory repon is rcot validwideout an author¢edsignature on the cover pnge. *Reportable Detection Limit BRL=Below Reporting Limit Page 15 of 31 , -;� Samnle Identification 43 Client Project# Matrix Collection Date/Time Received SA98062-43 579 Soil 13-Ju1-09 00:00 21-Ju1-09 CqSNn. Analyte(s) Resu(t FTug Unia •RDL Di[ution Me[hodRef. Prepared Anntyzed Batch Cer1. Generet Chemistry Yarameters %Solids 85.6 % 1 SM2540 G Mod. 06-AugA9 O6-Aug-09 9080408 »`a�-9 Hexavalent Chtomium BRL mglkg tlry 1.16 1 SW846 7796A 03Aug-09 O6-Aug-09 9080373 _._..,,, r �xrs-.- _ . =a,� � ..,.,,, .�.,..�:-i>o�.....»_._ ,. .�. .w.. . r.. . ..r..�. N+..mrs sm._s.�_ � .v,_.� . -,ss.u� _ ....__��. Samnle IdentificaTion ,� Client Proiect# Matrix Colleclion Date/Time Received � SA98062-44 579 Soil - 13-7u1-0900:00 2YJul-09 CASNa Analyte(s) Result FTag (Itti7s *RDL DiluNon MethodRef. Prepm�ed Ano[yzed Balch CerG General Chemistry Parameters � %Solids 85.8 % i SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080408 �85oa2a9 HeXavaleM Chromium BRL mg/kg dry 1.16 1 SW848 7796A 03-Aug09 O6-Aug-09 9080373 Samole Identification 45 Client Proiect# Mahix Collection Date/I"une Received SA98062-45 579 Soil 13-Ju(-0900:00 21du1-09 G9SNo. Anatyte(s) RuuU F[ag Unils "RDL Di[ukon MdkodRef. Prepared Analyzed BaMh Ce2 Geueral Chemistry Parameters %Solids 81.7 % 7 SM2540 G Mod. 06-Aug-09 06-Aug-09 9080408 �8�-�-9 Hexavalent Chromium BRL mg/kg dry 1.27 1 SW846 7196A 03-Aug-09 O6-Aug-09 9080373 Samvle Identificatio� 46 Clie�t Proiect# Matrix Collecrion Date/Time Received SA98062-46 579 Soil 13-Ju1-0900:00 21-Ju1-09 CASNn. Ana[yte(sJ Result F7ag Units `ROL DiluHon MethodRef. Prepared AnalyzeQ Batch Ce,t General Chemis[ry Parameters � °h Solids 88.8 % 7 SM2540 G Mod. O6-Aug-09 06-Aug-09 9080408 7a51a29-e Hexavalent Chromium BRL mg/kg dry 7.11 1 SW846 7796A 03-Aug-09 06-Aug-09 9080373 Samole Identification 47 � Client Proiect# Matrix Collecaon Date/Time Received SA98062-47 - 579 � Soil 13-Ju1-09 00:00 21-Ju1-09 CASNo. Analyte(s) ResuU F[ag Urtits •RDL Dilukon Me�hodRej. ' Prepared Analyzed Batch Cert Geoeral Chemistry Parameters %Solids 89.4 % 1 SM2540 G Mod. O6-Aug-09 06-Aug-09 9080408 � ��-Z�-9 Hexavalent Chromium BR� mglkg dry 1.12 t SW846 7196A 03-Aug-09 06-Aug-09 9080373 . . ..:..: : :. . . . ... . . . . . Samnle Iden�cafion • - 48 Client Proiect# Matrix Collection Date/I'ime Received � � � - SA98062-48 579 . Soil 14-Ju1-0900:00 21du1-09 CASNo. Ann[y!e(s) Result Flag (IniLs •RDL Dilutiort MethodRej. Prepnred A�ralyzed Batch Cerz Geoeral Chemistry Parameters . %Solids 86.9 % 1 SM2540 G Mod.� 06-Aug-09 O6-Au9-09 9080408 185q08a9 HeXavalent Chromium BRL mglkg dry 1.15 1 SW846 719fiA 03-Aug-09 O6-Aug-09 9080373 � This laboratory report is not valid witHout an authorized signature on�the cover page. 'Reportable Dehction Limit BRL=Below Reporting Limi[ Page I6 of 31 - -,� � Samole Identification 49 � Clien[Proiect# Matrix CollecfionDate/Time Received � SA98062-49 579 Soil 14-Ju1-0900:00 21-Ju1-09 CASNo. Anolyte(s) Result F/ag Uni[s •RDL DiWtion Me[hodRef. Prepured Ana[yzed BuMh Cert Gmeral Chemisiry Parameters qo Solids 88.0 % 1 SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080408 iauaz%9 HeuavaleMChromium BRL mglkgdry 1.13 1 $UV8467196A 03-Aug-09 O6-Aug-099080373 ,.:�: . .,.....s,:., ._.s :�-�.a, v,..;� :-::��..�z..r�z e...-xs.,r ...:x..;, „xn^ „. �.;,,...... ti_ .. � ,....ea�..�:. - . ±.=_ _.c,a� .�r�.a .:�. - .s,. ....�.:.,_ .. _ . Satnnle Identificatiou � Client Project# Matriac Collecrion Date/Time Received SA98062-50 579 So0 14-1u1-0900:00 21du1-09 G9SNo. Artalyte(s) ResuU F[ag Unils *ROL Dilution Me(hodRej. Prepored Analyzed Batch Cer(. General Chemistry Parsmeters � � %SolidS 86.4 k 1 SM2540 G Motl. O6-Aug-09 O6-Aug-09 908�408 iesw-Z%9 Heuavalent Chromium BRL mg/kg tlry 1.16 1 SW8467196A 03Aug-09 O6-Aug-09 9080373 Sample IdentiScation S1A Client Proiect# Matrix Collection Date/Time Received SA98062-51 579 Soil 14-Ju1-09 00:00 21-Ju1-09 CASNo. Anntyte(sJ Rerult FTog Units *RDL Diluffon MethodRej. Prepared Ana[yzed Bmch CerC IGeoeral Chemistry Parame[ers . �o SOlitls 73.8 % 1 SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080407 ' 7854a2a9 Hexavalent ChfomiUm 19.1 m9/kg dry 1.35 1 SWB46 7196A 03-Aug-09 06-Aug-09 9080373 Samole Identification � SIB ClientProiect# MaVi� CollectionDate/Time Received SA98062-52 579 Soil 147u1-09 00:00 21-7u1-09 C9SNo. Andyte(s) ResuU Flag UniLs •RDL Diludon MethodRej. Prepared Ana[yzed Brrtch Cert General Chemistry Parameters °k Solids 78.7 % 7 SM2540 G Mod. 06-Aug-09 OB-Aug-09 9080407 iasao-29-8 Hexavalent Chromium BRL mg/kg dry 1.27 1 SW846 7796A 03-Aug-09 06-Aug-09 9080373 Samole Identification S1C � ClientProiect# Matri� CollectionDate/Time Received SA98062-53 579 � Soil l4Jul-09 00:00 21-Ju1-09 C.1SNa. Analyte(s) Result FTag (Iniu °RDL Dilution MetAodRef. Mepwed Andyzed B�ch Cert General Chemisiry Parameters . °/a SOIidS - 81.3 % 1 SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080407 � iesaosg9 HexavalentChromium BRL mg/kgdry 1.22 7 SW8467196A 03-Aug-09 O6-Aug-099080373 Samole Idertification � � �� Client Proiect# Matrix Collection Date/Time Received � - � SA98062-54 579 Soil 14Ju1-09 00:00 21-Ju1-09 CASNn. Ana/yte(s) Resuit Flag UniCc *RDL DifuBon MMhodRef. Prepared Aimlyzed Botch CerG Geverel Chemistry Parameters , °h Solids 91.9 °/a 1 SM2540 G Mod.- 06-Aug-09 O6-Aug-09 9080407 »-2%9 Hexavalent Chromium BRL mg/kg dry 1.08 1 SW846 7196A 03-Aug-09 OB-Aug-09 9080373 This laboratory report is not validwithout an authorizedsignalure on the cnver page. *Reportable DetecHon Limit BRL=Below Reporting Limit Page 17 of 31 . � SamQle Identification . Client Project# Matrix Collection DaTe/'Cime Received 52B SA98062-55 579 Soi] 14-]u1-09 00:00 2]-Ju1-09 CASNo. Analyte(s) ResuU F[ag Unrts *RDL Dilut7an MethodRej. Prepured Analyzed Batch Cert Generel Chemistry Parame[ers � %SOlids 81.3 % i SM2540 G MOd. 06-Aug-09 O6-Aug-09 9080407 . te56a2a9 HeXaValentChromium BRL mgll�qtlry 122 1 SW8467196A 03-Aug-09 06-Au9-099080373 .:..�_�.� if. �...r:.: rtbi�a.-P.�1 . . h�.:.:E:••. .•�. zAa.. .:_••KmC�r..�.�.eei�:.. >...�YYx"L�z:.:3Poi.Ya^R.Y�«4...:x nn......z.::'.: . .,�'. • [ .... . . . � Samole Identification '. 52C Client Proiect# Maviac Collection DatelCime Received '�, SA98062-56 579 Sofl 14Ju1-09 00:00 21-JuI-09 ',, CASNo. Analyt¢(s) Resull FTng Units *ROL Dilution MelhodRej. Prepared Analyud Bauh Ce2 �� General Chemistry Parameters ��I %Solids 767 Yo 1 SM2540 G Motl. O6-Aug-09 O6-Aug-09 9080407 I iesao-zg9 HeacavaleM Chromium BRL mg/kg dry 1.30 1 SVJ848 7196A 03Aug-09 O6-Aug-09 9080373 -Y- ,a �,.,-�.y. , a ... . _.,. I . ._. �.._r_..,.. . _ . �.:-_... ....x _. ,... � .�..:.. ,..„,. - . . . ...— . ..�.�. � Samole Identificarion � �A Client Proiect# Mahix Collection DateJTime Received SA98062-57 � 579 Soil 14Ju1-09 00:00 21-Ju1-09 CASNa. Analyte(s) � Resuft F[ag (Jnib "RDL Dflutwn MethodRej. Aepared Analyzed Batch CerL I General Chemistry Parameters I %Solids 842 � 1 SM2540 G Mod. O6Aug-09 O6-Aug-09 9080407 »a�9 Hexavalerrt Chromium 6.93 mg/kg dry 1.78 1 SW848 7196A 03-Aug-09 06-Aug-09 9080373 ___ . .-_w.-.. _. . :._.� . . �,. .: „_ .. . . . . ... . __., ...., � .. . . .. .. . . ... Samule Identification � � I 53B Client Proiect# Mani;c Collecrion Date/Time Received i, SA98062-58 579 Soil 14Ju1-0900:00 21-Ju1-09 ��, CASNa. Analyte(s) RauU F[ag Uni[s *RDL Difution MethodRej. Prepared Analyzed Ba[ch Cert �I, General Chemistry Parameters �. %Solitls 68.6 % 1 SM2540 G Mod. O6-Aug-09 06-Aug-09 9080407 I 7e54azag Hexavalent Chromium BRL mg/kg dry 7.4s 1 SW848 7196A o3-Aug-09 06-Aug-09 9080373 �,. ._.r. , . :1 �_ ..,:_ .. �. ,«r.�..-: � .,.. , ..,., .. . . ., Sam�le Ident�cation . �, 53C Client Proiect# Mahix Collection Date/Time Received '� SA98062-59 579 � Sod 14-Ju1-0900:00 21-Ju1-09 �� CASNa Analyfe(s) Result F7ag Units *RDL DiGetion MethndRef. Prep�ed Analyzed Ba[ch Ce'G � General C6emistry Parameters � %Solids 63.3 °h 7 SM2540 G Mod. O6�Aug-09 O6-Aug-08 9080407 1e54az49 Hexavalent Chromium 1.77 mg/kg dry 1.58 1 SW846 7196A O6-Aug-09 07-Aug-09 9080476 � Sample Identification `� � 54A Client Proiect# Matrix Collection DatelTime Received � � SA98062-60 579 Soil 14-Ju1-09 00:00 21-Ju1-09 CASNo. Ana[yte(s) . ResuU Flag Unite *RDL Dilution Me[hodRef. Prepared An67yzed Batch CerL General Chemistry Paramehrs . %Solids 74.9 �o t SM2540 G Motl.� O6�ug-09 O6-Aug-09 9080407 1a54az9-s HexavalerrtChromium 8RL mglkgdry � 1.33 1 SW8467196A Ofi-Aug-09 07-AugA9 9080416 This(abaralory report is not va[idwithout art authoriZed sigrtadere nn the caver page. 'Reportable Detection[.imit BRL=Below Reporting Limit Page 18 of 31 -� , � Samole Idenfificafion - � 54B Clien[Proiec[# Matrix Collection Date7Time Received � SA98062-61 579 Soil 14Ju1-0900:00 21-Ju1-09 ', GfSNo. Anoty[e(s) Resu(1 Ffog Uttiis "RDL lNution MethoARej. Prepmed Annlyzed B�ch CerG �. Geueral Chemistry Panmeters '� %Salids 69.3 % t SM2540 G Mod. O6-Aug09 OB-Aug-09 9080407 �. i854aZg9 Hexavalerlt Chmmium BRL mg/kg dry 1.44 7 SW846 7196A 06Aug-09 07-Aug-09 9080476 � r_:. .�..._T_ :..:::. ri..:.:s,:_,__...._. _, .:�.,::..,,t,r _..;�,.T:: ;s:. -�:a. a.�_m,zw s� ��.. ,v4 .,s,:.. - - -.;.x.. . i.�o::v .� -. �i _ �a., .,._;.a�- ... ... ...z � � Samnle Iden�carion ��I �C Client Proiect# Matrix Collection Date/Time Received SA98062-62 579 Soil 14-Ju1-09 00:00 21-Ju1-09- G9SNa Analyte(s) -Resu(t Fing Uniu *RDL Dilution MethodRef. Prepared Ai�alyzed BuMh Cert I, General Chemiady Parameters . II %Solids 57.1 % 1 SM2540 G Mod. Ofi-Aug-09 O6-Aug-09 90804W �I �e�2g9 He�cavalent Chromium BRL mg/kg tlry 1.73 1 SY�46 7798A 06-Aug-09 07-Aug-09 9080416 .:_... ,, e-:r. x .. .:.,,.�.u _.. ._:, „r.. ,.:. ., �::e=. , . �:.:e. , , _. , , ...: .. ..,_. �, .. .._ , . .. ..e Sample Identification � SSA ClientProiect# Matrix CollectionDate/Time Received I SA98062-63 579 Soil 147u1-09 00:00 21-Ju1-09 I CASNo. Analyte(s) Resuk F7ag Units *RDL Dilulron MefhodRef. Prepared Anatyzed Botch Cert I, General Chemishy Parameters I %So�ids 90.8 °k 1 SM2540 G Mod. 0&Aug-09 O6-Aug-09 9080407 I ie54a2a9 Heuavalent Chromium BRL mg/kg dry 1.10 1 SW846 7196A O6-Au9-09 07-Au9-09 9080418 I� -_ v ..,.._., ... ,_. ::... ::::. ,.... - << - . . ... :-..,nr �. ... ... . .... ..�Y - .. . . . .. Samnle Identification . ' '�� 5� Client Proiect# Matrix Collection Date/Time Received ��,, SA98062-64 579 Soil 14-Ju1-09 00:00 21-Ju1-09 CASNa. Anulyte(sJ . Result Fing (Inite RDL Dilution Me[hodRef. Prepmed Ana[yzed Bateh Cert Geveral Chemistry Panmeters %Solids 82•2 % 7 SM2540 G Mod. Ofi-Aug-09 O6-Aug-09 9080407 iesaa29-9 Hexavalent Chromium BRL mg/kg dry 72t 7 SW846 7196A O6-Aug-09 o7-Aug-O9 9oeo416 � .... :, ., . _,�.:<.�, , ,_,..,-:-. .. , .,w ...;� .. ,v,..:;......:.. ._...,�_�- . sx ...::_ . ___�_.a ,._..: _ ... _ . . _. ,.._. _... _ . Samnle Identification � SSC Ctie�t Proiect# Matrix Collection Date/Time Received . SA98062-65 579 ' Soil 14-Ju1-09 00:00 21-Ju1-09 G9SNa Analyte(s) Result F7ag Unitr `RDL Dilution MethodRej. PrepareQ Arsahxed Bamb Cer(. General Chemistry Parameters %Solids 62.0 % 1 SM2540 G MOd. O6-Aug-09 O6-Aug-08 9080407 � �1854429-9 HeXaValent ChromiUm BRL mg/kg dry 1.57 7 SW846 7196A O6-Aug-09 07-AugA9 9080416 .-__ � _.�. _ _..� . ....-1..:... . .:�_•_ _ . x.� .:..-� - ..� ..- . . � ' . . ' $3II1DIC IdC[1t�CflhOn ' 5� Client Proiect# Matrix Collection Date/Time Received � � � SA98062-66 579 Soil l4-Ju1-0900:00 21-Ju1-09 CASNo. Analyte(s) Resu[t F(ag (Iniu *RDL Dilution MethodRef. Prepmed Amilyzed Bateh Cert Genenl Chemistry Parameters . °h SOIIdS 78.5 % 1 SM2540 G Mod.� Ufi>Aug-09 O6-Aug-09 9080407 �8��9 HeXavaleat Chromium BRL mg/kg dry t26 1 SW846 7196A O6-Aug-09 07-Aug-09 9080416 This laborutary repon is not va(id without an authorizedsigna6rre on the eaver page. 'Reportable Detection Limit BRL=Below Reporting Limi[ Page 19 of 31 _,� � Sample Ident�cation 56A Client Proieci# MaTri�c Collection Date/Time Received SA98062-67 579 Soil 14-Ju1-09 00:00 21-Jui-09 CASNo. Ana[yte(s) Resuk F7ag Uni1s *RDL Dilutiox MethodRef. Prepwer( Ana[yzed BuMh CerC General Chemistry Parameters %SOIidS 79.5 °/a 1 SM2540 G Mod. 06-Aug-09 O6-Aug-09 9080407 ta540-295 Hexavalent Chromium BRL mg/kg dry 724 7 SW846 7796A 06-Aug-09 07-AugA9 9080416 -i`l'�� _!kN .. �.x .. Cv " ��4.�RF`�_... . L3�'4�- t �.'vh ^Sfi a�v .ss:.t� zM. -!§tS^S aN� �...�""'... � 4. . _=.v .... . . .x.e_ .. �.. .YJ3N Samnle Identificarion �� 5� Client Proiect# Mahix Collection Date/Time Received - i SA98062-68 579 SoIl 14-Jul-09 00:00 21-Ju1-09 - - C9SNo. Analyte(s) Resu/t F[ng Uniu 'RDL DUution MdhadRef. AepmeQ Analyzed Batch Cert II General Chemistry Parameters �I °h SolidS 53.5 % 1 SM2540 G Motl. OB-Aug-09 O6-Aug-09 9080407 '�, �8590-29-9 Hexavalent Chromium BRL mg/kg dry 78.6 10 SVY846 7196A 06-Aug-09 07-Aug-09 9080416 _.; .,�.. ,.,�,�:,:�__s- ,..� , u- *c;�. '_' .,_. . . �.��. , � - .,_.:: `.r-_ n._.,.:x- ., . .,. Sample Identification 56C Client P�ect# Manix Collection Date/Time Received SA98062-69 579 Soil 14Ju1-0900:00 2]-Ju1-09 CAS No. Anatyte(s) Resu[! Flog Units *RDL Dilukon Method Ref. Prepared Artalyzed Boich Ce2 General Chemistry Paramehrs %Solids 75.9 % 1 SM2540 G Mod. OfrAug-09 OB-Au9-09 9080407 te54a239 HexavOient Chromium BRL mg/kg dry 1.30 1 SW848 7196A 31-Ju1-09 03-Aug-09 9072321 Samnle IdentiScafion � � 57A Client Proiect# Matriac Collection Date/Time Received SA98062-70 579 Soil 15-Ju1-0900:00 2]-Ju1-09 CASNo. Arcalyte(s) Result Flag (Inits •RDL Dilutian MethodRel Hepared Analyzed Balch Cert Geueral Chemistry Parameters %Solids . 70.4 % 1 SM2540 G Mod. OEAug-09 O6-Aug-09 9080407 ie�ao-29-9 HexavaleM Chromium BRL mg/kg dry � 1.41 1 SW848 7196A 31-Ju1-09 03-Aug-09 9072321 .,.._ . ,,, . � ,.. ..- .. .. _.-. t=�._ , _ . ..zr � , . �� ... ...., . . _ . .. ..__. � .� . . . ._ ,._ _ , Samule Identification � 57B � ClientProiect# Matrix CollectionDate/Time Received SA98062-71 579 ' Soil 15-Ju1-09 00:00 21-Ju1-09 , CASNo. Awlyte(sJ Result F(ag Unids 'ROL Dilution MdhodRef. Prepared Ana[yzed Batch CerG �I� General Chemistry Parametere � %SOlids 532 °/a 1 SM2540 G Mad. 06-Aug-09 O6-Aug-09 9080406 � � �854aZ�-9 HexavalentChromium BRL mglkgdry 1.88 1 SW8487196A 31Ju1-09 03-Aug-099072321 Samnle Ident�cation � � 57C Client Proiect# Matrix Collection Date/Tune Received � � - � SA98062-72 579� Soil li-7u1-09 00:00 21-Ju1-09 CASNo. Analyte(s) Result F7ag Uni(s *ROL Dilutinrs MethodRef. Prepared Anktyzed Bahh Cert General Chemistry Paramerers . %Solids 64.8 % i SM2540 G Mod- O6�ug-09 O6-Aug-09 9080406 iesaa2%9 Hexavalent Chromium BRL mg/kg tlry 7.54 1 SW846 7196A 37-Ju1-09 03-Aug-09 9072321 This labaratory repnrt is nol valld without an autharized signaMre on ihe crover page. •Reportable Detec[ion Limit BRL=Betow Reporting Limit Page 20 of 31 -,� � Sarnole Identification SSA Client Proiect# Mstrix Collection Date/Time Received � SA98062-73 579 Soil 15-7u1-09 00:00 21-Ju(-09 CASNo. Analyte(sJ Result F[rsg pnils 'ROL DiluNart MeUeodRef. Prepared Analyud Batch Ce2 General Chemistry Paremeters °.4 Solids 87.6 % i SM2540 G Motl. O6-Aug-09 06-Aug-09 9080406 »4` 0-29-9 Hexavalenl ChromiUm 128 mg/kg dry 1.14 1 SW846 7796A 3iJul-09 03-Aug-09 9072321 M�S2 w ..�..�� ..ti.. 3.ay.FF..%>c^'�i a.v�A4e.��e .w]`6�tbc T. ��a Vv.. �..N_:�-L-u.or.»..:Ea� �r v .� .x.. �w'A�C- J Q �_�. s ..�vm ...2��1:c.,• Samnle Identification Client Proiect# � Matrix Collection Date/Time Received 58B SA98062-74 579 Soil 15-Ju1-0900:00 21-Ju1-09 CASNo. Analy[e(s) Reeulf F(ag Unitc *RDL Dilution Me[hodRef. Aepared Analyzed BtdcN CerG Generel Chemistry Parameters � � %Solitls 68.5 % 1 SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080406 � 18540-2a9 Hexavalent Chromium 3.95 mg/kg dry 1.45 7 SW846 7796A 31-Ju1-09 03-Aug-09 9072327 �.� a_�.,_ .. _> ..�,-a . . . � ,_r�. � . _ ,,.�.� a as ,��m... . ti _e,,._�.- .,-_, .. , - -.. ._a_: Samv(e Identification 58C Client Proiect# Manix Collection Date/I'ime Received SA98062-75 579 Soil 15-Ju1-09 00:00 21-Ju1-09 CASNo. Anatyte(s) ResuU F[ag Units *ROL Dilution MethodRef. Prepared Anafyud Bamh Cert Gmeral Chemistry Parameters %Solids 54.3 % 7 SM2540 G Mod. Os-Aug-09 06-Aug-09 9080406 ��-Z9-s Hexavalent ChromlUm BRL mg/kg tlry 1.83 1 SW846 7196A 31Ju1-09 03-Aug-09 9072327 Samole Identification � � 59A Client Project# Matri� Collecrion Date/Tirne Received SA98062-76 579 Soil 15-7u1-09 00:00 21-Ju1-09 CASNo. Analyte(s) Reeult F[ag (lnib +RDL Dilu�ion MdhodRef. Prepwed Analyzed Bareh Ce2 Geueral Chemistry Parameters %SOlids . ffi.0 % i SM2540 G Mod. O6-Auq-09 O6-Aug-08 9080406 1859a2a9 HexavalentCh�omium 2.33 mg/kgdry 127 1 SW8487196A 31-Ju1-09 03-Aug-099072327 . -. » ,. . :. .� ., :.. .. . .....:.....� .. - : . _. a.,:.:, .. _.. . . ..:. _.. �., . � ,,.-., a_ ...��.... ., � ,. :,.¢_. _. Samnle IdentiScation . 59B Client Proiect# Matrix Collection Date/Tune Received SA98062-77 579 : Sod 15-Ju1-09 00:00 21-Ju1-09 CASNa Analyce(s) Reeu(t F(ag Uni7s •RDL Dilution MeehodRej. Prepared Analyzed BotcN CerC General Chemistry Parameters . %Solids 74.6 % 7 SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080406 I �8`��'Z9'9HexavalentChromium BRL mg/kgdry 1.3a 7 SW8467196A O6-Aug-09 07-Aug-099080476 � . .., .:<. _, ..: --_ . ., _.., . - ..�fz - . . . .�. . _ ._ ._..r .a.a�= �w . .. ._ .�. -, .-• y. ., . ., . - . Samnle Identification ` � 59C Client Proiect# Matrix Collection Date/Time Received � � � SA98062 78 579 � Soil 15-Ju1-09 00:00 21-7u1-09 G1SNo. Analyte(s) Result Flag Uni1s *ROL Dilution MethodRef. � Prepared An@lyted Batch CerG General Chemistry Paremehrs , , %Solids 76.9 % 1 SM25A0 G Mod.-� O6-Aug-09 O6-Aug-09 9080406 �8`rw-Za9 Hexavalefll Chromium BRL mg/kg dry 128 1 SW846 7196A 06-Aug-09 07-Aug-09 9080418 TBis laboratory repnrt is not valid wrthaut an authorized signaatre on tNe crover pnge. 'Reportable Detection Limit BRL=Below Reporting Limit Page 21 of 31 . � Samole Identification 60A Client Proiect# Matr� Collection Date/Time Received � SA98062-79 579 Soil 15-1u1-09 00:00 21-Ju1-09 CASNn. Analyte(s) Result Fing Unia •RDL Dilurion MethodReJ: Prepnred Arsa[yzed BotcN Cert General Chemistry Parameters %SolidS 86.7 % 7 SM2540 G Mod. O6-AugA9 O6-Aug-09 9080406 iesnaZs9 He�cavalent Chromium BRL mg/kg tlry 1.13 7 SW846 7196A 06-Au9-09 07-Aug-09 9086416 r�-_� ., � - ..�.�s- �.:._..,�;.e. , ara, . . . 'i�vc �c..< �u.�. ,...t.. �h� 9—.t'::1Y�.:4cv .Fuln f�..�s, M ��.. Samnle Identificarion 60B Client Proiect# Matrix- Collection Date/Time Received SA98062-80 579 SoIl 15-Ju1-09 00:00 21-Ju1-09 � CASNo. Anolyte(s) Result Flog Uni1s •RDL Dilutian MMhodRef. Prepared Anatyzed Batch CerG GeneralChemistryParameters - � %Solitls 752 % 1 SM2540 G Mod. 0&Aug-09 O6-Aug-09 9080406 �. »-z�-9 HexavalentChromium BRL mg/kgdry 7.31 1 SW846�7196A 06-Au9-09 07-Aug-099080416 . _. .., r�,,.:.: .. ._. �¢. ,,. M_ ..,�. , .. r ra . _ ..s..c. , ._ ,,, ��y. �_. .,.M.. . _ �_s.a._ . . . . Samvle IdentfScation 60C Client Project# Matrix Collec[ion DatelTime Received � SA98062-81 579 Soil 15-Ju1-09 00:00 21-1u1-09 CASNo. Anatyte(s) Resalt Flog (Inits *RDL Dt(ution MethodRej. Prepared Anatyzed Balch Cert General Chemistry Parametera %Solids 74.1 - % i SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080406 7es4a2ss Hexavalenl Chmmium 2.36 mg/kg dry 1.34 1 SW646 7196A 06-Au9-09 07-Aug-09 9080416 - . .,�. ,_, , . .... _ . . _. _ . . __: �:.._: . : ..�_:..., . ., � , _ _.._.. :. .. . .: ...:.: .. .... . _ . . . ._ , � .. . ... Sample Idenrification � � �D . Client Proiect# Matriac Collection Daze/Time Received SA98062-82 579 Soil 15-]u1-09 00:00 21-Ju1-09 CAS No. Attatyte(s) Resuk Fiag Units *RDL DiGtNon Mdhod Ref. Prep�ed Analyzed Batch Cer[ General Chemistry Paramefers %Solids 58.4 % 1 SM2540 G Mod. 06-Aug-09 O6-Aug-09 9080406 »-Zg9 Hexavalent Chromium 9.67 mykg dry 7.68 1 SW846 7196A 06-Aug-09 07-Aug-09 9080476 ., . .::-, ,r^a.-, ,_<_ � � �:.,.�.. , . . - . , :., ; -:.. . . _ . . . Samnle Identification 61A � ClientProiect# Matrix CollectionDate/Time Received SA98062-83 579 ' Soil li-Jul-09 00:00 21-Ju1-09 CASNo. Anatyte(s) ResuU Flag l/nils "RDL DiWtion Me[hodRef. Prepared Asalyzed Batch Cerl. General Chemistry Parame[ers °�Solids 84.2 °� 1 SM2540 G Mod. 0&Aug-09 06-Aug-09 9080406 � i85ao-Zs-9 Hexavalent Chromium 5.52 mqlkg dry 1.24 1 SW846 7196A O6•Aug-09 07-Aug-09 9080416 Samole Identificafion � � � � 62B Client Proiect# Matrix Collection Date/Time Received � � � - SA98062-84 . 579 . Soil 15-Ju1-09 00:00 21-Ju1-09 GISNa. Analyte(s} Result FTag Unid •RDL Dilvtion MethodRej. Prepared Analyzed Batch Cert General Chemistry Parameters %Solids 79.4 q 1 SM2540 G Mod.� Q6-Aug-09 06-Aug-09 908040fi ��-�9 Hexavalent Chromium 1.87 mg/kg dry 1.23 1 SW&16 7196A O6-Aug-09 07-Aug-09 9080416 This labaratory report is not validwithout an authorized signalure on the cover page. "Reportable Detecrion Limit BRL=Below Reporting Limit Page 22 of 31 . . � Samole Ident�cation � 62C Client Project# Matiix Collection DatelTime Received � SA98062-85 � 579 Soil 15-Ju1-0900:00 21-Ju1-09 CASNo. Anatyte(s) Resu/t F[ag Unitr *RDL Dilubon MelbodRej. Prepured Analyzed Bauh Ce2 General Chemistry Parameters �� %Soflds 81.0 % 7 SM2540 G Mod. O6-Aug-09 O6-Aug-09 9080406 1a54a2as He�valent Chromium BRL mg/kg dry 121 7 SW846 7196A 06-Aug-09 07-Aug-09 9080416 , This laboratary report u not va[rd without an authorized signalure an the enver page. *Reportabte Detection Limit BRL=Below Reporting Limit Page 23 of 31 � Report Date: � � � � Final Report � t2-Aug-0911:03 - � �..��_� - . ❑ RedssuedReport �t.'; � n � ❑ Revised Report :�� SPECTRUM ANt1LYT[CAL,IIYC. F¢aNiing HANdBALTECANOLOGY � Laboratory Report SP Engineecing Technology P.O.Box 848,45 Congress Sheet Project: 75 Walnut St-Peabody,MA Salem,MA 01970 Project#: 579 Attn:Bruce Poole Laboratory ID Client Samole ID Matriz Date Samoled Date Received SA98062-01 I Soil 13-7u1-09 00:00 21-Ju1-09 11:05 SA98062-02 2 Soil 13-JW-09 00:00 21-Ju1-09 11:05 SA98062-03 3 Soil 13-Ju1-09 00:00 21-Su1-09 11:05 SA98062-04 4 Soil 13-Ju1-0900:00 21-Ju1-0911:05 SA98062-05 5 Soil 13-1u1-09 00:00 21-Ju1-09 11:05 SA98062-06 6 Soi] 13-Ju1-09 00:00 21-7u1-09 11:05 SA98062-07 7 Soil 13-Jui-0900:00 21-Ju1-0911:05 SA98062-OS 8 Soil 13-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-09 9 Soil 13-Ju1-09 00:00 21-Ju1-09 ll:05 SP,98062-10 10 Soil 13du1-0900:00 21-Ju1-0911:05 SA98062-ll ll Soil 13-Ju1-0900:00 21-Ju1-0911:05 SA98062-12 12 Soil 13-)u1-0900:00 21-Ju1-0911:05 SA98062-13 13 � Soil 13-Ju1-0900:00 21-Ju1-091d:05 SA98062-14 14 Soil 13-Iu1-0900:00 21-Ju1-0911:05 SA98062-15 15 Soil 13-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-16 16 Soil 13-Iu1-09 00:00 21-Ju1-09 11:05 SA98062-17 17 Soil 13-7W-0900:00 21•Ju1-0911:05 SA98062-18 18 Soil 13-Ju1-0900:00 21-Iu1-091t:05 SA98062-19 19 Soil 13-Ju1-0900:00 21-Ju1-0911:05 SA98062-20 20 Soil 13-Iu1-09 00:00 21-Ju1-09 11:05 SA98062-21 21 Soi] 13-Ju1-09 00:00 21-Ju1-09 ll:05 SA98062-22 22 Soil 13-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-23 23 Soil I3-Jul-09 00:00 21-Ju1-09 11:05 SA98062-24 24 Soil 13-Ju1-09 00:00 2l-Ju1-09 11:05 SA98062-25 25 Soil 13-Ju1-09 00:00 21-Jut-09 11:05 SA98062-26 26 Soil 13-Ju]-0900:00. 21-Ju1-0911:05 SA98062-27 27 Soit � 13du1-0900:00 - 2]-Ju1-0911:05 SA98062-28 28 Soil 13du1-0900:00 21-Ju1-0911:05 SA98062-29 29 Soil 13-Ju1-0900:00 21-Su1-0911:05 � � SA98062-30 30 Soil 13-Ju1-0900:00 ' 21-Ju1-0911:05 SA98062-31 31 Soil 13-Ju1-0900:00 21-Ju1-0911:05 SA98062-32 32 , Soil 13-Ju1-0900:00 21-Ju1-0911:05 SA9806233 33 Soil 13-Ju1-0900:00 21-Ju1-09ll:05 ` � SA98062-34 34 Soil 13-Ju1-09 00:00 21-Ju1-0911:05 SA98062-35 35 Soil 13-Ju1-09 00:00 21-7ui-09 11:05 SA98062-36 36 � Soil 13-7u1-09 00:00 21-7u1-09 11:05 SA98062-37 37 Soil 13-Ju1-0900:00 2i-Iu1-0911:05 SA98062-38 38 Soil t3-Ju1-0900:00 21-Ju1-0911':QS SA9806239 39 Soil 13-Ju1-09'00:00 21-Ju40911:05 SP.98062-40 40 Soil 13-Ju1-0900:00 21-Ju1-0911:05 � SA98062-41 41 Soil 13-Ju1-09 00:00 21-Ju1-09 I1:05 Headquarcers:I l Almgren Dnve&830 Silver Street•Agawam,MA 01001•1-SOOJ89-9ll5•d13-789-90I8•Farz 413-789-d076 wwwspectrumanalytical.com - page I of 31 -. _' Laboratory ID Cleent Samole dD Ma4rix IDate Samoled Date Received , SA9S062-42 42 Soil 13-Ju1-0900:00 Zt-Jul-09ll:05 SA98062-43 43 Soil 13-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-44 44 Soil - 13-Ju1-0900:00 2]-Ju1-0911:05 SA98062-45 45 Soil 13-Ju1-0900:00 21-Ju1-0911:05 SA98062-46 46 Soil 13-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-47 47 5oi1 13-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-48 48 Soil 14-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-49 49 Soil 14-Ju1-09 00:00 21-Ju1-09 1 I:OS SA98062-50 50 Soil 14-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-51 SIA � Soil 14-Ju1-0900:00 21-7u1-0911:05 � SA98062-52 S1B Soil 14-Ju1-0900:00 21•Ju1-0911:05 SA98062-53 S1C Soil 14-Ju(-0900:00 21-Ju1-0911:05 SA98062-5�4 52A Soil 14-Ju1-0900:00 Z]-Ju1-0911:05 SA98062-55 52B Soil 147u1-09 00:00 21-Tu1-09 11:05 SA98062-56 52C Soil 14-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-57 53A Soil 14-Ju1-0900:00 21-Ju1-0911:05 SA98062-58 53B Soil 14-Ju1-09 00:00 21-Ju1-09 ll:05 SA98062-59 53C Soil 14-Ju1-0900:00 21-Ju1-0911:05 SA9S062-60 54A Soil 14-Ju1-09 00:00 21-1u1-09 1 t:05 SA98062-61 54B Soil 14Ju1-09 00:00 21-Ju1-09 ll:05 SA98062-62 54C Soil 14-7u1-09 00:00 21-Ju1-09 11:05 SA98062-63 SSA Soil 14-Ju1-09 00:00 21-Ju1-09 I1:05 SA98062-64 SSB Soil 14-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-65 SSC Soil 14Ju1-09 00:00 21-Ju1-09 11:05 SA98062-66 SSD Soil 14-Ju1-09 00:00 21-Ju1-09 ll:05 SA98062-67 56A Soil 14Ju1-09 00:00 21-Ju1-09 ll:05 SA98062-68 56B Soil 14Ju1-09 00:00 21-Ju1-09 11:05 SA98062-69 56C Soil 14du1-09 00:00 21-Ju1-09 11:05 SA98062-70 57A � Soil 15-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-71 57B Soil 15-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-72 57C Soit 15-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-73 SSA Soil 15-Iu1-09 00:00 21-Jut-09 11:05 SA98062-74 58B Soil 15-7u1-0900:00 21-Ju1-09ll:05 SA98062-75 58C Soil 15-Ju1-09 00:00 21-Ju1-09 I I:OS SA9S062-76 59A Soil IS-Jul-0900:00 21-Ju1-0911:05 SA98062-77 59B Soil 15-Ju1-0900:00 21-Ju1-0911:05 SA98062-78 59C Soil 15-Ju1-09 00:00 21-Ju1-09 11:05 SA98062-79 60A Soil 15-Ju1-09 00:00 21-Ju1-09 I1:05 SA9S062-80 60B � Soil IS-Jul-0900:00 21-Ju1-09ll:05 SA98062-81 60C Soil IS-Jul-0900:00 21-)u]-09ll:05 SA98062-82 60D .Soil 15-Ju1-09 00:00 21-1u1-09 11:05 SA98062-83 61A Soil t5-]u1-0900:00 21-7u1-091t:05 SA98062-84 62B Soil � 15du1-09 00:00 21-Jut-09 I1:05 SA98062-85 62C Soil 15-Ju1-09 00:00 21-Ju1-09 I1:05 This faborolory repoR is rtot valid without an authorized signa�re nn the cover page. 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Box 848 • Salem, Massachusetts 01970 •Telephone: 978-745-4569 • Fax: 978-745-4881 December 15, 2009 Mr. Alan Zion Salem Suede Co. 72 Flint Sh�eet Sa1em, MA 01970 Re: Phase One Limited Site Investigation 72 Flint Street.Salem,MA Deaz Mr. Zion, I have prepazed this correspondence to detaii the results of the Limited Site Investigafion conducted on December 3, 2009 at 72 Flint Street, Sa1em,MA to determine whether hazardous materials aze present or had been released on tlie pmperty at the above referenced site. Now that the demolition is complete the proposed test pits through the floor slabs will identify any contamination that could be released I •;_ during the destruction of the slab and footings. I have visited the property during demolition and '� identified the test pit locations. The Test pit locations are shown in Figure One. A visual inspection, photoionizer screening and soil sampling was conducted to ascertain the risk to human health and the environment. After the inspection and chemical analyses,this letter report was prepared to describe the site conditions and recommendations for containment of one identified release azea The slabs were penetrated in 9 azeas and soils sampled to the groundwater table,natural soils or red Tanning Bazk, which was deposited before the 1900's before chromium:was used as a mordant. There was one test pit each in the fuushing, fat-liquor,hide storage and fence company areas,The tan and color storage areas had 2 test pits each. When contamination was observed in TP-3 (under boiler room slab)an additional test pit,TP-3A was placed 20' away at the color room footing. Both of these soil samples had#6 Fuel oil residues and Extractable Petroleum Hydrocazbons that exceeded the DEP S-2 criteria. The soil logs and photoionizer readings are attached. Because the property has been several tanneries since the 1800's, it was important to determine whether • any contaminants had been released onto the site through floor drains or spillage. The key indicator - compounds found in association with tannery work are generally the heavy metals(chromium and lead), ..,.,. -t A Volatile Organics (finish residues and cleaners)and Petroleum Hydrocarbons (fuel and lubricants). I . Chemical anal ses of the test bore soils for bulk me y tals, Cadmium, Chrommm, Lead, Volatiles Organics and Exh�actable Petroleum F[ydrocazbons was conducted. As shown in the Soil Logs natural alluvial soIls; fine sands, grey clay, and peat with green silt were encountered at 6-10 feet below grade. Red tauning bark(which was used to color leather in the 1800's before chromium mordants were developed) was deposited on the natural soils to a depth of 3-6 feet below grade. The remaining top fill material consisted of lazge rock and gravel, ash, brick and wood from the Salem fire as well as leather, concrete, minor coal ash etc. Samples of the fiil material and soils in the to 3-6' were taken for anal sis. Three azeas TP-3, 3A and 4 had soils with Photoionizer P Y � ) readings of 2.5-50 ppm and were subjected to VOC analysis. Soils adjacent to the former UG fuel tank grave had visible oil staiuiug, sheens and odor and were tested for EPH compounds. The metal analysis results are shown in Table One. Lead values ranged from ll.4 to 145 mg/kg,which isbelow the DEP S-21'unit of 600 mg/kg. Cadmium levels were 0.26 to 2.82 mg/kg in all samples I • except TP-4 at 11.6 m�kg compazed to a S-2limit of 30 mg/kg. The chromium levels in the samples varied widely because of leather pieces, sha�ings, buffing dust and trimmings deposited with fill before the current structures were constructed in the 1920's. It should be noted that these waste str�eams were delisted by the EPA in 1985 because the chromium was exclusively trivalent and non-toxic when bound to leather. Five of the test pit soils had chromium values below 200 mg/kg,the DEP S-2lunit while TP- 2, 4, 5 and 6 ranged from 897-2260 mg/kg. TP-2 with 2260 mg/kg is greater than 250' from the river and is not likely to result in erosion after slab removal. It would be advisable for the soiLs found under th�slaLs in the areas of TP-4,5 and 6 to be covered with a minimum of one foot crushed brick and concrete to stabilize the surface. Volatile Organic analysis of soil from TP-3 and 4, wluch had low photoionizer readings, found low levels of only one compound,Naphthalene at 0.436 and 0.248 mg/kg, respectively compared to a DEP S-2limit of 40 mg/kg.Naphthalene was used as a cleaner for spray gIlIIS and nozzles from finishing. Petroleum compounds were found in the subsoils at TP-3 and 3A beside the Fuel tank grave. Thelevels of C9-C18 aliphatics (2750 mg/kg) and Cl 1-C22 azomatics (2170 and 3710 mg/kg) in TP-3 and 3A � exceeded the DEP S-2 criteria of 2500 and 2000 mg/kg,respectively. r -. As these substa�c�s rfide on 4he wa4er saaa-fas�tltey coaild be re&eased to Qhe envaranm�ent during � f9oodnng or rain evem4s,t&eeeefore it�s seca��ended that td�e s9ab in these areas; the boiier room and color room be lefft intact until tlne comprehemsive reffiediation that will be necessary before development. The new owner plans to notify the DEP after purchase that a Reportable Release � condition has been observed (120 days allowed after discovery) and submit a Remedial Action Measures Plan(RAM) that deals with the removal of the oii impacted soils and other azeas of landfill activity. This letter report has been prepazed as a limited evaluation of subsurface condi6ons and does not constitute a complete assessment of the properry in accordance with the Chapter 21E regulafions. The condition of the subsoils is not likely to result in a release to the river after slab removal as long as the recommendations presented herein are followed. Please ca11 if you have any quesrions on this material. Thank you for this oppommity to be of service. Very truly yours, SP Engineering, Inc. �,,�,�- �.. ��,- • Bruce M. Poole President BMP/cr , � -,. B'A�I,E ONE • 72 FLIl�"I' STItEET �JNDER SL?� SOII. SAMPI.ES I :METAL ANALYSIS RESULTS PID SOIL mg/kg �,ead Cadmium Chromium ppm TP -1, 0-4' 27.3 0.60 15.1 0 TP-2, 0-4' 15.4 0.26 2260 0 TP-3, 0-6' 140 2.82 73.0 2.5 TP-3A, 0-4' 11.4 037 8.87 3.5 TP-4, 0-4' 24.4 ll.6 1510 50 TP-5, 2-5' 120 1.27 915 0 TP-6, 4-6' 145 1.10 897 0 TP-7, 0-6' 12.2 0.56 65.7 0 I . TP-8, 0-6' 47.8 0.86 196 0 DEP S-2 Criteria 600 30 200 100 * VAd�UES IN BOLSD EXCEED THE S-2 LIlVIITS,HOWEVER FOR TRIVALElVT CHROMIUM THE LIMIT IS 2000 mg/kg. �'s�roffia�leyels that are$ram leather pieces,shavings,trimmings aad buffing dust were delisted by tlQe EPA in%4'$5.The site has received fill materials from the late 1800's to�1920. • x • TABLE TWO 72 IFLINT STREET, SALEM EXTRACTABLE PETROLEUM HYDROCARBONS Boiler room Color room Soil under slabs TP-3 TP-3A TP-7 0-6' 0-4' 0-6' DEP 5-2 912005 912006 912010 Limits PAHs mg/kg Napthalene 0.497 0.401 BRL 40 , Phenanthrene 27.3 303 BRL 100 2-Methylnapthalene 0301 0337 BRL 1000 Acenaphthylene 15.1 18.2 BRL 1000 Acenapthene 11.6 16 BRL 2500 Anthracene ll.7 19.2 BRL 2500 Benzo (a) Anthracene 11.5 13.1 BRL 40 Benzo (a)Fluoranthene BRL BRL BRL 40 • Benzo (b) Fluoranthene 11.2 BRL BRL 40 Benzo (a) Pyrene BRL BRL BRL 4 Benzo (g, h, i)Perylene BRL BRL BRL 2500 Benzo (k) Fluoranthene 10.7 BRL BRL 400.0 Chrysene 21.1 20.5 BRL 10.0 Dibenzo (a, h) Anthracene BRL BRL BRL 4.0 Fluorene 20.4 363 BRL 2000 Fluoranthene 24 19.8 BRL 3000 Indeno (1,2,3-cd) Pyrene BRL BRL BRL 40.0 Pyrene 34.3 37:8 BRL 3000 Extractable Petroleum Hydrocarbons mg/kg 912005 912006 912010 C9-C�S Aliphatics 2750 1880 BRL 2500 C19-C36 Aliphatics 3890 2990 BRL 5000 Cll-C22 Aromatics 2170 3710 BRL 2000 • BRL =Below reporting limits (<0.20 mg/kg PAH, 40.0 mg/kg EPH): Bold=Exceeds S-2 Limits -� -,. °�. �� ' � � , � / � � �� ;� a / FINISHING \ \� � ''` / � � :� � � � , � � � ; � � � � Q , £ �� : , /� OFFICES ��7'�2 \ R � G F ,� '7 / , � H T O a Plug Water Meter & Sprinkler ` / � �; / ti L� ��' ��1 � , '� �/ i�� .R � j � � �� y , � � ��\ I Plug � C' ' / k i � i d :. 8 WO1ef � 6 Domestic woste � � O � �' Line _� -oiy � �..%3 / Storo e — — L i; 9 Tank No, � � � 2 �' ��Lon9 / i-- - --� P � � / „ 0�9 ) / , � �I � - - - ��a � � R � 4�� Water Line�� / � d — _ �; � � Tra�sformers � � � _= Hya � �['H`-�`7, .8 Sprinkler��` � � ---_° T`�� TOOL � ' "" " �,m �4.51 , o--- --- }� ROOM STORAGE k� IIJIB � Invert 9.9 i Screen pit p '1V011, 1 %'�� ^'� � wfrn �2'x / ro of � -- ----- �m P wall �=----- - ~ - -O- � E!. l9.5' x x � � , 4soo sc:s � �t . �„E�� Cr ' . . . . � . � c, � TP 8 ` 45 � P o . , +I � � 4000 E y PumP Pit .. . � . . P � �� PROPOSED BELT PRESS I X / tanks . PumpPii I AND ENCLOSURE I �� '� Hn -�-- � � `: � - � � � I �'�, ��^rj . I 1200 - ht�!�— �� h�forLB�-�--- . ; -- -_—d— ___ Wa�� 3.� , � „ ,had� fo_a�n__ � WET H � DE STG � � w. y , � — - � . Pole4 fume'. . e Raw Wastewater Trm�sfer Pump� . � . � , I I � � . � Abandaned � + .rl� lO�--Causiit Tanks&Pump I � T��'� �� _ � i � � 18" �_ �_ ,y }i. . . . . � � . . M ixer� _�r� r . I � . �PROPOSED AIR '-' _-__ I __ . I � - — _ � ' .SCRUBBER I - I �� Proposed Sulfi�de Ozidation & � , - '� r�sorment rank � � Chemical . � �usr �i "r A N � S�ludge Storage Tanks � �� / - � ` - ' - � �Feed \ � . . - . i BLilding C I boK . FROPOSED DUGT I � - '.�.I��. � o � � � � _ J y � {� =vi�dge SWtlge. .. Ir - I .; � �1 ... ...�__ ._. .., ��' _ � - . sa ir j� � '•+1 � �/� " - . - � em I I C� '-- �-----=-- I �;,� i Q � I '� ��, . .. . ��y 5 ��a r }�� P r 4 � p 'B._ ,��,�'! � 3 � i I �PROPOSE PROPOSED��FAN AND 6TACK. �T� � �* ��`,��5�5�,`�� _.��Y,' `� - � S�y.7 � ,� �� -. izing Chamher } � DUCT . � t , ' ' � . � �- � - � e� . -smdge sfomge � � Proposed Pump House - Pr�Perty Line � � Z �'3 i � � - � , orCeMa(n- 'I . . Tank ;,�-."--`_ -- "-----�, � . . .-- r � �—• ,� �� ,-' �.a�.sv. �.o=_ � r� � — -- � .t?- cn„e _s .. . -� HD�TI� I,OCA'I'ION .(Feet) TP-i Finisle rooBa �INu ppm TP-2 Coior'I'reac� pp�e � 2 Layers concrete 0 Brick over concrete 0 � � Large stone and gravel Large stone, concrete rubble Coar e Brown Gravel 2 0 Concr te slab 0 3 Red Tanning Bark Gravel, ash, brick and wood 4 W 0 Red Tanning Bark 0 5 0 � 6 Sandy grey ciay no GW 7 0 GW 0 8 Peat with green silt 9 � 72 Flint Street, SaleYn Soil I,ogs _x DEP'I'� LOCA'I'IOl� (3�ce8) TP-3 Boiler room flooa HNu pp� 'TP-3A Co9or soom foo8immg ppm _ • � concrete slab 0 Concrete slab 0 Dark coal ash and grit, stone Large rock, brick rubble 1 perch d water Coarse Black Gravel 2 0 Oily sheen 3.0 3 Wood pieces large, gravel, silt 4 Oily sheen 2. Red Tamiing Bark, dry 0 5 0 � GW 6 Footing bottom � Sandy grey clay 8 GW 0 Peat with green silt 9 • 72 �lint Street, Salem Soil Logs , DEPT� LOCATdORi (Feet) 'II'P-4 Tan Roo� corner drain HNu ppm TP-5�eamshoQ pp�► • � Brick floor, concrete slab 0 Brick floor and Concrete slab 0 Tan sand and stone with black Open air space 1 vein, organic layer 2 50 Yello Crust, grey gravel and ash mothball odor 0 3 4 Red Tanning Bark 2.0 Red Tamiing Bark, dry 0 5 0 � 6 GW 7 8 GW 0 9 � 72 Flint Street, Salem Soil Logs _i �I L�i li6 LOI.AlY�1V (�'eet) '1'P-b Beamshop 15' from wa11 FINu pgm► TP-7 Center Hide storage ppm • � Brick floor, concrete slab 0 3 Layers concrete 0 � Air space, floor on concrete Tan sand and rock � piles 2 0 0 3 4 Gravel, ash, leather, wood, rock 0 5 0 � g Black Coal ash Red Tanning Bark Red Tanning Bark 7 8 p 9 GW GW � 72 Flint Street, Salem Soil Logs �� D�P1'Y� LOCATION (Feed) TP-8 Femce Co. Bldg. river corner FINu ppm • � Concrete slab 0 Tan sand and rock 1 2 Grey gravel 0 3 4 Tan brown sand 5 0 � 6 7 GW 8 9 � 72 Flint Sta-eet, Salem Soil Logs � New England ChromaChem 6 Nichols Str�eet Salem,MA 01970 978-744�6600 �ssachusetts DEP Lab.MA-072 . Cllent: SP,Inc. Parameter!Units Sample Identification Information Date oate Date Date sample Cd Cr Pb Lab ID: Client ID: Sampled Received Prepared Maryzed State mg/K mg/Kg mgMg 912024 912003 Proj.507 Salem Suede 72 Flint SL Sal 12/03(09 12/07/09 12/08/OB 12/OS/09 Solid 0.603 15.1 27.3 912025 912004 Proj.507 Saiem Suede 72 Flint.SL Sal 12103/09 12/07109 '12/08l09 '12l08/09 Solid 0.262 2260 15.4 912026 972005 Proj.507 Salem Suede 72 Flint St.Sale 12l03/09 12I07709 12/OSl09 12/08I09 Solid 2.82 73,0 140 � � 912027 912006 P�o.507 Salem Suede 72 Flint SL Sale 12I03l09 12/07/09 12IOSI09 12f08/09 Soiid 0.377 8.87 11.4 912028 912007 Proj.507 Salem Suede 72 Flint SL Sale 72/03/09 12f07/09 12/08/OB 72/08/09 Solid 11.6 1510 � 24.4 Matyte Cd Cr Pb • Un11S mg/Kg mg/Kg m9/Kg . Detection Limit ozoo t�o a,sao Analytical Methodology Parameter Method Cd EPA MeNod 200.7 Cr EPA Method 200.7 Pb EPA MeMod 200.7 11/10/09 Electroniwl si ned and a roved b : Mr.Bruce A, Bomstein, Iab Director �- ��- Date • �, New England ChromaChem 6 Nichols Street Salem,MA 01970 978-744-6600 �assachusetts DEP Lab.MA-072 Cli2nt: SP,Inc. Parameter!Units Sample Identifcation Information Date Date Dffie Date Sample Cd Cr Pb Lab ID: Client ID; Sampled Received P2pared Malyzed State mg/Kg m /Kg mgll(q 972029 912008 Proj.507 Salem Suede 72 Flint St.Sale 12/03/09 12/07/09 12/08/o9 12/08/09 Solid 1.27 915 120 912030 912009 Pro'.507 Salem Suede 72 Flint SL Sale 12/03/09 12/07l09 12/08/09 t2/08/09 Solid 1.10 897 145 �912031 912070 Pro.507 Salem Suede 72 Flint St.Sale 12/U3/09 72/07/09 Y2/08/09 t2/08/09 Solid 0.552 65.7 122 � 912032 972011 Proj.507 Salem Sueae 72 Flin[St.Sale 72l03/09 12f07/09 12/08/09 12I08l09 Solitl 0.867 196 47.8 Malyte Cd Cr Pb • UOiTs mg/Kg mglKg mglKg Detection Limit ozoo t�o 3.soo Mal tical Methodology Parameter Method Cd EPA Me[hod 2007 � Cr EPA Method 2007 � � Pb EPA Method 200.7 1v7filOs ElecVonically signed and approved by: Mr.Bruce A Bomstein,Lab Director � Date • � _ New England ChromaChem, Inc. MA DEP EPH Analytical Report •SAMPLE INFORMATION Miscellaneous Sample Information Matrix ❑Aqueous �Soil ❑Sediment ❑Other: Project 507 Containers � Satisfactory ❑ Broken ❑ Leaking Location: Salem Suede 72 Flint St. Salem Aqueous Preservatives ❑WA �pH<Z ❑ pH>2 CommeM: Temperature � Received on ice @ Received at 4°C ❑ Other EPH ANALYTICAL RESULTS Client SP,Inc. Method for Ranges: MA QEP EPH Client ID: 912005 TP�-3 -912006 TP-3A 912010 TP-7 Method for Target Analytes: MA DEP EPH Lab ID: 912026 9'12027 912031 Date Collected: 1?J03/09 12I03/09 12I03l09 EPH Surrogates Date Thawed: N/A NIA NfA Aliphatic. chloraoctadecane (COD) Date Received: 12/07I09 12/07/09 12/U7/09 Aromatic: ortho-terphenyi(OTP) Date Extracted: 12/08/09 1?J08/09 12/08l09 EPH Fractionation Surtogates Dffie Analyzed: 12/08/09 12/08/o9 12/08/�9 1.2-Fluorohiphenyl Time Analyzed: 1�:13 1822 19:32 2.2-Bromonaphthalene Dilution Factor. 1.0 1.0 1.0 % SOlid(SOiI) : 66% 55% 77% Rangell'ar et Analyte RL(mg7Kg} Units UnadjustedCll-C22Aromatics' 1Q0 mg/Kg 2370 3920 ND Naph4halene 0.100 mglKg 0.497 Q.401 ND Diesel PAH 2-Meth Inaphfhalene 0.100 m /ffg 0.301 0.337 ND Anaiytes Phenanthrene 0.'IDO m !K 27.3 30.3 ND Acenaphthene 0.4�U mg1Kg 11.6 16.0 ND Acenaphthylene 0.1Q0 mg/Kg 15.1 't8.2 ND Anthrecene Q.t00 m /K 11.7 19.2 ND Benzo(A)Anthracene 0.10� m /Kg 11.5 13.1 ND Benzo(A)Pyrene 0.1�0 m /Kg ND ND ND Benzo B)Fluoranthene 0.100 mglK 11.2 ND ND Benzo(G,H,I)Perytene Q.tOQ mg/Kg ND ND ND Qther Benzo{K)Fiuoranthene 0.100 mgtKg 1�.7 N� ND Targef PAH Chrysene 0.10Q mglKg 21.1 20.5 ND Anafytes Dibenzo(A.H)Anthracane 0.100 mg/Kg ND ND ND Fluorarrthene 0.10p m 24.0 19.8 ND Fluorene 0.100 mg/Kg 20.4 36.3 ND Indeno(1,2,3-cdjPyrene O.t00 mg/Kg MD NO ND Pyrene fl.100 mg/Kg 34.3 37.8 NQ Ce-C9a Aliphatic Hydrocarbons' 1�0 mg/l<g 2750 9880 tdD C9s-C3s AFiphatic Hydrocarbons' 100 mg/Kg 389D 299Q YVD CN-C22 Aromaiic Hydrocar6ons'� 10Q mglKg 2170 37�0 ND Aliphatic Surzogate% Recovery $5°!0 7Q°!a 69°fo , Aromatic Surrogate°!o Recovery 74% 116o1e 77°io Sample Surrcgate Acceptance Range 40-140% 4�-14�°!� 40-'140°� 4�-140% Fractionation Surrogate(1) °lo Recovery 75'l0 62% 75°l0 Fractionation Surrogate{2) % Recovery 82°'a 78°lo j 66% Fractionafion Surrogaie Acce tar.ce Ran e 40-i40°la 4G'-14�°/a 40-140°'0 40-1404�0 , '�vdow�ban Ranae tlata ezdude area caur,Es a�anv surroaatefs)antllcr ii[emaE s'wndards�fu�ina in that�wsce �C��.Cntvonratic Hydrocar�ons exclude Lye co�czntratior cf Tame[PAH.lnahites ' • _�s�7v:s3v�l�yl'siyan.�G ni+G�g's}7(i>i3�i3 �j: NIT, 2Siui.E F1. tSOfTiS1Ei(1, �ah uirecior . . . DATE: 12/T1/2009 �� -.. 6Vew England ChromaC�erro 6 Nichols Street Salem, MA 01970 • 978-744-6600 Sample Information EPA Method 82606 Volatile Or anic Com ounds Client: SP, Inc. LabID: 912026 Client ID: 912005 Proj. 507 Salem Suede 72 Flint St. Salem TP-3 State: Solid Date Sam led: 12/03l09 Date Received: 12/07/09 Date Anal ed: 12/08/09 Analytical Results Parameter Results Parameter Results u /K u /K Acetone ND Chloro rene ND Acetonitrile ND 3-Chloropropene ND Acrolein ND 3-Chloropropionitri(e ND Acdonitrile ND 1,2-Dibromo-3-Chloro ro ane ND Allyl Alcohol ND Dibromochlormethane ND , AIIyI Chloride ND 1,2-Dibromoethane ND Benzene ND Dibromomethane ND � • Be i Chloride ND 1,2-Dichbrobenzene ND Bromoacetone ND 1,3-Dichlorobenzene ND Bromodichloromethane ND 1,4-Dichlorobenzene ND Bromoform ND Cis-1,4-Dichloro-2-Butene ND Bromochloromethane ND Trans-1,4-dichloro-2-butene ND N-Butanol ND Dichlorodifluoromethane ND 2-Butanone(MEIn ND 1,1-Dichloroethane ND n-Bu Ibenzene ND 1,2-Dichloroethane ND sec-Butylbenzene ND 1,1-Dichloroethene ND tert-Bu Ibenzene ND Cis-1,2-dichloroethene ND Carbon Disulfide ND Trans-1,2-dichloroethene ND Carbon Tetrachloride ND 1,2-Dichioropro ane ND Chloral H drate ND 1,3-Dichloro-2-propanol ND Chlorobenzene ND Cis-1,3-dichloropro ene ND 2-Chloro-1,3-butadiene ND Trans-1,3-dichloro ropene ND Chlorobromomethane ND 1,2,3,4Die oxybutane ND Chloroethane ND Diethyl Ether ND 2-Chloroethanol ND 1,4Dioxane ND Bis-2-Chloroeth I)Sulfide ND Epiclhorohydrin ND 2-Chloroeth I Vn I Ether ND Ethanol ND Chloroform ND Ethyl Acetate ND Chloromethane ND Ethyibenzene ND . CONTINUED ON FOILOWING PAGE -� • EPA Method 8260 Volati�e Organic Compounds LabID: 912026 Client ID: 912005 Pro. 507 Salem Suede 72 Flint St. Salem TP-3 Analyticai Results Parameter Results Parameter Results u /K u /K EthyleneAxide ND PropargylAlcohol ND Ethyl Methacrylate ND B-Propiolactone ND Hexachlorobutadiene ND Propionitrile ND Hexachloroethane ND N-Prop lamine ND 2-Hexanone ND N-Propylbenzene ND 2-H droxypro ionitrile ND Pyridine ND lodomethane ND S rene ND IsobutylAlcohoi ND 1,1,1,2-Tetrachloroethane ND Isopropylbenzene ND 1,1,2,2-Tetrachloroethane ND p-Isopropyltoluene ND Tetrachloroethene ND Malononitrile ND Toluene ND Methacrylonitrile ND 1,2,4-Trichlorobenzene ND Methanol ND 1,1,1-Trichloroethane ND Methylene Chloride(DCM) ND 1,1,2-Trichloroethane ND Methyllodide ND Trichloroethene ND Meth I Methac late ND Trichlorofluoromethane ND . 4-Meth I-2-pentanone(MIBI� ND 1,2,3-Trichloropropane ND Methyl Tert-Butyl Ether(MTBE) ND 1,3,5-Trimethylbenzene ND Naphthalene 436 1,2,4-Trimeth Ibenzene ND Nitrobenzene ND �n lAcetate ND 2-Nitropropane ND Vinyl Chloride ND Pentachloroethane ND m&p-Xylene ND 2-Picoline ND o-Xylene ND Intemal Standard Recoveries (%) Benzene-d6 94 4-Bromofluorobenzene 116 1,2-Dichlorobenzene-d4 107 Method Detection Limit: ' S0 ug/Kg . 12/9Y1009 Electronicalty signed and approved by: Mr. Bruce A. Bomstein, Lab Diredor Date -, Ne�r Engiand C9aronaa�herra 6 Nichols Street Salem, MA 01970 � 978-744-6600 Sample Information EPA Method 82606 Volatile Or anic Com ounds Client: SP, Inc. LabID: 912028 Client ID: 912007 Pro". 5o7 Salem Suede 72 Flint,St. Salem TP� State: Solid Date Sam led: 12/03l09 Date Received: 12/07/09 Qate Anal zed: 1vO8los Anal icai Results � Parameter Results Parameter Results u /K u /K Acetone ND Chloro rene ND Acetonitrile ND 3-Chioro ro ene ND Acrolein ND 3-Chloropro ionitrile ND Acrlonitrile ND 1,2-Dibromo3-Chbro ropane ND All I Alcohol ND Dibromochlormethane ND Ail I Chloride ND 1,2-Dibromoethane ND • Benzene ND Dibromomethane ND Ben I Chloride ND 1,2-Dichlorobenzene ND Bromaacetone N� 1,3-DichlorQhenzene ND Bromodichloromethane ND 1,4Dichiorobenzene ND Bromoform ND Cis-1,4-Dichloro-2-Butene ND Bromochloromethane ND Trans-1,4-dichloro-2-butene ND N-Butanol ND Dichlorodifluoromethane ND 2-Butanone(MEtq ND 1,1-Qichloroethane ND n-Bu Ibenzene ND t,2-DichlorQethane ND sec-Bu Ibenzene ND i,t-Dicfibroethene ND , tert-Bu Ibenzene ND Cis-1,2-dichloroethene ND Carbon Disulfide ND Trans-1,2�ichforoethene NQ Carbon Tetrachloride ND 1,2-Dichto ropane ND Chloral H drate ND 1,3-Qichbro-2 ro noI NQ Chlorobenzene ND Cis1,3=dichloro ro ene PID 2-Chloro-1,3-butadiene ND Trans-4,3-dichloropropene FJD Chlorobromomethane ND 1,2,3,4-f?ie utane ND Chloroethane ND Di 1 Ether ND ' 2-Chloroeihanol NQ t,4-Dio�ne PID Bis-(2-Chloroeth ) Sulfide ND Epiclhorohydnn ND 2-Chloroeth I Ynyi Ether ND Etlianol ND Chloroform ND Eth Acetate ND Chioromeihane N� Eih nzene ND • CONTINUED ON FOLLOWING PAGE -. + EPA Method 8260 Volatile Organic Compounds Lab ID: 9'12028 Client ID: 912007 Pro". 507 Salem Suede 72 Flint St. Saiem TP-4 Analytical Results Parameter Results Parameter Results u /K u /K Eth lene Oxide ND Pro ar I Alcohol ND Eth I Methac late ND B-Pro iolactone ND Hexachlorobutadiene ND Propionitrile ND Hexachloroethane ND N-Propylamine ND 2-Hexanone ND N-Pro benzene ND 2-H dro propionitrile ND Pyridine ND lodomethane ND S rene ND Isobu IAlcohol ND 1,1,1,2-Tetrachloroethane ND Isopro 16enzene ND 1,1,2,2-Tetrachloroethane ND -Iso ro ttoluene ND Tetrachloroetfiene ND Malononitrile ND Toluene ND Methac lonitrile ND 1,2,4Trichlorobenzene ND Methanol ND 1,1,1-Trichloroethane ND Meth lene Chbride DCM ND t,1,2-Tnchloroethane ND � Meth I Iodide ND Trichloroethene ND I Methyl Methac late ND Trichlorofluoromethane ND 4Meth I-2-pentanone(MIBK ND 1,2,3-Trichloro ro ane ND Meth I Tert-Bu I Ether MTBE) ND t,3,�Trimeth Ibenzene ND Na hthalene 248 t,2,4Trime ibenzene ND NiVobenzene ND Vin Acetate ND 2-Nitro ro ane ND Vn 1 Chloride ND PeMachloroethane ND m8p-Xylene ND 2-Picoline ND aX ene N� Intemal Standard Recoveries (%) Benzene-d6 98 4-Bromofluorobenzene 97 1,2-Dichlorobenzene-d4 103 Method Detection Limit: 50 ug/Kg • 12t16/2009 Electronicall si ned and approved by: Mr. Bruce A. Bomstein, Lab Director Date � � � Chain of Custody Record ��z�a� - � ��3 3 , . Client&Contact Name: � � � ProJect Name&Number: ��, /j, (—"L. „ _lJ � �{1CSC�/L�, O u�-kX.�C.. S��1 C.��'a,�fT .2 / � Collected by: � , -7 Z �"�, 1 ti1 Q" .� 1�, s o4 L �� Somple In/ormaHon � Anaf ses R y equire d�a ' J,� �0 � r�' e•d' , ,o� .+� � � �$` �go oa ,�' e� �•o �u�°� ��c,°� � �e� �,�`� �fi� ,,n°$�. 3�,�° ��e �,'0� Q� �� c� `o �cQ �ev fim �� ,'° 0' ,c' 0`5' �,, � m<. � �' �'" Q O' � e° ¢e; .r e aQ� d`r rvec io a �aoo3 � 3 A � � �o- �, ��y q 1 d� I P 3 D �-z � �L��a Y-- a.c� as 3 P G � 7 s o �-3 >C .� , 1o0C9 2 C9 3 5 Q '�'-'3A t�.az.7 . � �do7 3 G TP- �i � z o is �d�JB 7p=5 � �z.u�`� ao0`T 1 �' � p -ln x �� 3 � addD � PG � S D -7 � �Z �3 i ao� l 3 -�s � , z�3� i o06 � 5 G -Z '7 vc� , �1 C1.� 3 3 Relinqulshed tiy:� Date 71ms Re by; �-�'� � � `�� a-�''� 1�:35 ��_ /.0 NewEngland t� � i-�---- ChromaChem, Inc Relinqulshed by: � . , Date Time Recelved�by: 6 NICho13 Stfeet Salem,MA 01970 (978j744-6600 Preservaflons: 1 =Chilled aYA��degrees C 2=Preserved at pH�2 wlih HCI(VOC�s) 3=Preserved aT pHQ wlth HNO3(Metals) /� � � . 4-Preserved at pH belwee�5&9(PCB's Method 608) 5=Preserved at pH Q with HCI or HZSOa(FOG Method 1664) �� 6=Lab to preserve 7=CH�OH(solld VOC's) �/ ', I' • �Y', IP7�` � �s ��n�;�'ess 5freet- I'.�. 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Itc�.ommend;�iu t�ns'.Iu2(tier ReC?ort � OP"CI OI�Fl I.."I:AS IC�. �I�u:;k�1 — ��luzlim� k I,0 T'E)T:1L F&ii? �bDO X'(t().dLsC:"L'S'C'CP13d1CIC E' ' Wetitc�n � Saul��son uudei.��nd� d�e naed to ca�irple[e 111� �,�eer review U��il� prior to the S��Ic�m � C�nserv�tionComnussinuP�iblicIiearii}gou.�au�i�r}r28,201QVJe�villc2mplcterhe5copeofs�i�•ices �is <,tidinecl abo�e �vitiun ,eear� day� c�f tl�e iVotice tp,I`re,�ceed. �f)'�'L•'t:ZG2't)6'IN7`FiRC 5"1'S1;�1 CT 117E:Y'� ��Ue�,ton&Sa��i��son tz�cee�ro c�mE�ly wid.�th��r��vis3ons of�Chaptcr 28bA aftl��iVlassachu,eus Ganc7'al C.a�v conc�.cnin�r couflicr ol iui�;r'�si �ti ith re�su'cl U�our workott ChiS�7iv�cct.'�'o i�urluiol�+luct,�,v, r�%e�tUn�4� � 3ampsnn ha5 0o interest irx c�n�ran�,au�l past piojc�t� audl�c re.luCi<�n�t7i1�� u�itl3 ui�uiring �n�i��a2c pre�perty �W111 I';i, 111i1113b�L5;,C�N)V'2,�Q})��',�, fl1'lili. llf ii�'C,OI,I�S C�lf;il'.1�t�L1�C�df_fC'CI �)Cl��pP�YlililC�,]:)tt�FC <l(�V'E111It1,9��OL6Sft1 r.hetie ��rl�er ii�(��estetl �aihes, oa`cuni'lic[ ti?i(I� (his E�raj��t �n any�a�ay. tue i}�pr��ci�rCc U'�G o�partuniry ro suhmut ihis pi��ural :vn�l would be li�p��Y to oiee.¢ �vilh yi7u to discu�s orn le;��1 qf e'fiort on �his ��rojec�t. Plcase ooi�tace rue by �hone. at O73) 532-19G(3 oA vitl e-annil a[ tratl �� _ ��s�_t� rt�if}•buhaacqucstionsa:iiiu�rningoursubinittnL �Je,lookPu�nvar<:Ito�issisting[I�e"I'own nf bVellCleet��,uli {I�is i�tt��i�rtni�t�rojer.P. Very h�u(y your;, V✓F;iT(�N �S> SA(�1PSON � �"� F ; �? q�'�&+f:�i.. ?, ., }4`"�'J'�a�`.-'� U 4�eui;c f1. :era5(a�;. P.t_;., LSl' l;,scciute ,rw>, �...,�<, _ � .. . , � � D E�1C�1ldEE�@9VG, IN�. P.O. Box 848 • Salem, Massachusetts 01970 •Telephone: 978-745-4569 • Fax: 978-745-4881 August 20,2007 Mr. Michael O'Brien 6 Cider Mill Road Peabody, MA 01960 Ke: liemediation of su6surFace condi[ions at the former Salem Suede Inc. 72 Flint Street, Salem. Ma. Deaz Mr. O'Brien, I am pleased to prepaze this general estimate for site remediation and soIl removal at 72 Flint Street, Salem. �A`Pliase=0ne-subsurface-invesrigation-:conducted by_SP Inc: in 2005 has-indicated-levels of. tannery_landfill_constituents_that:would-havexo_be temoved for-residential development:T1us is a lustorical condition dating back to the eazly 1900s, as lagooas were shown at the reaz of the property in the 1912 Sanbom map. These tannery sludges and landfilled leather wastes were not deposited by the current owner and have been buried since before Leach and Heckel built part of the existing building in 1920. The current conditions of the property do not pose a risk to human health because the metal impacted wastes requiring remediation aze contained under pavement. Previous testing of soils located around the former oil tank and evaluation of preliminary risk assessment needs have indicated that some oily soils may be encountered under the front footings. Once the demolirion is completed the detemvnation as to whether any soils can remain in place would have to be demonstrated by a Method Three Risk Assessment. Therefore, this proposal=is=limiled to soil�removal-in-the-reaz=lot,=and-in the front� �lot beside the=mix tank=and-around-thesludge tanks:The-contaminated soil=beside=the-sludge-tanks willy �hav"e'to be excavated;_dewatered next-to-the-hole_and transgorted_to the-rear-of the properGy to be> �contained=in_plasEic-for_characterizationaAfter acceptance at a secure landfill the soil will be loaded and transported for disposal. There aze other aspects of site remediarion and clean-up that are not subject to the 21E and MCP regula6ons, but aze regulated by other DEP departments such as; wetlands ( Con Com.-200' setback) , solid waste (demo. debris, asbestos removal) and emergency spill response, Fire Dept.,NERO, ( oil in l � , . � t tanks, waste oIl drums, oil in presses, finish sludges, tannery sludges, blue crimmings, buffing dust etc.) These regulated materials need to be removed before demolition. A sepazate estimate would be prepared for these interior remediation work items. The Environmental work to prepare for the demoflfion is estimated to cost between $100,000.125,0011. The contractor wouid furnish a truck to transport excavated soil to the azea beside the rear Pazking lot (> 200' from river). It is estimated that the rear lot portion can be opened, removed and backfilled in three days. The front soil removal will have to be scheduled around low tide to keep the water level in the excavation low. Due to the many pipes and utilities in ttus area and access limitations, it will take at least ttuee days to complete the work in the front.'T'lie soil=removal would=have to-be-conducted=firsb �before=any demolition=and site development.-Ttie MCP required remediation of the subsoils (eacavate t6e old landfill) is ezpected to cost 5150,000-200,000 to prepare the property for residential use. The permit process, excavadon, stockpiling, transport and disposal usually takes 3-4 months. In order to proceed with the remediation SP Inc. would have to file a Release Notification Form, RNF, and a remedial Action Measures Plan, RAM, with DEP, which would take one month. SP Engineering Inc., (also Sea Plantations Inc.) operates a certified laboratory and maintains a staff of engineers and biologists for hazardous waste investigations, wetlands studies(Con Com), 21E studies, and tank removals. SP Engineering has performed similaz services for many local companies including; Salem Shoe factory, Patty's Auto Parts, A+H Auto Exchange, Adantic Paving, Mentuck Associates, Coopers Garage, Creedons Garage, Salem Suede, Ideal Finish, Flynn Tan, Hillcrest Chevrolet, Pelletier Awning, Pequot Filling Station, former Salem Laundry, and many more. The above work will remove the identified contamination and bring the site into compliance with all applicable Fire Dept., 21 E and MCP regulations. Please understand that this estimate will be subject to further cost analysis in order to define actual expenditures. Please call if you have any quesrions on tlris material. Thank you for this opportunity to be of service. Very truly yours, S.P. Engineering, Inc. ��.:��_�.,, ` >�j _ �� Bruce M. Poole President BMP/cr , � �e ��D ocr o s zoos f1FPT. (k�LACrMf�IG 2 C ,�7�V"�ii U�1TYDtr1E�OP�AEPIT R.I. S . 9/3 0/09 50 Kearney Road Suite 4 Needham, Ma. 02494 Work Plan SALEM SUEDE 72 FLINT STREET � SALEM, MA. ` Prepared by: Regional Industrial Services August 30, 2009 , - � , •` . Table of Contents 1.0 Inuoduction 2.0 Project Description/Site Description 3.0 Sequence of Work 4.0 Preliminary Project Schedule 5.0 Hazardous Materials/Asbestos Abatement 6.0 Dust Control 7.0 DisconnecrionofUtilities 8.0 Site Preparation 9.0 Demolition of Structures 10.0 Segregation of materials 11.0 Transportarion and Disposal of Materials 12.0 Final Cleanup 13A Contacts , . , � ' 1.0 Introduction T'he purpose of this work plan is to outline the project and its varying tasks in sufticient detail to identify how the contractor intends on managing and performing the work. The plan will hopefully address all concems raised by the City of Salem, other agencies involved and neighbors to the project. T'he plan will be utilized and modified if necessary as jobsite conditions allow to keep project flowing smoot}ily to everyone's satisfaction. 2.0 Project Description This project consists of the total demolition of the Salem Suede property. Demolition will follow completion of required prior steps including,DigSafe Notification, DEP Notifications,Erosion Control,Hazardous materials and Asbestos abatement,utility disconnects, and any prep work necessary to obtain all required permits. Ali of the buildings will be demolished and foundarions will be removed. �'� ' 3.0 Sequence of work � The project tasks will be performed as follows: " 1) Notice to Proceed 2) File DEP demolition,asbestos notifications * 3) Dig Safe notification * 4) Erosion control, fencing, rodent control'" 5) Hazmat removal, asbestos abatement' 6) CuUcap utilities * 7) Obtain required permits '(these items must be completed before applying for demolition permit) 8) Mobilize equipment 9) Demolition of buildings 10) Segregation of materials 11) Transportauon and offsite disposal of salvage materials(overlap with items 9 & ]0) 12) Final cleanup and rough grading to make safe 4.0 Preliminary Schedules Asbestos Abatement— Approaimately 6 weeks Hazardous Waste Removal—Approximately 6 weeks Demolition— Approaimately 6-8 weeks (some of this will overlap abatement schedule. 5.0 Hazardous Mat't/Asbestos Abatement RIS Corp will contract only with a licensed and experienced sub-contractor to perform Uris scope of work as outlined in the contract documents. RIS Corp's sub-contractor will do all required notifications, (city and state), and perform work to proper industry standards and regulations. 6.0 Dust Control/Truck was6es/Street Sweeping Dust control will be with proper authorization and permits by R.I.S. using City of Salem fire hydrants. Inch and a half fire hose connected to a meter and backflow preventer as per city regu(ations will be used to control dust dwing demolition. (Permit received 9/22/09) Debris will be su�ciently wet to reduce the possibility of fire as we1L Stone (2" Minus) was placed in both the Flint Street driveway and the Mason Street driveway to provide an area to wash the tires of trucks leaving the site. We expect this to prevent trucks from bringing mud into the city streets, but in the event the streets do get muddied a street sweeper will be scheduled to clean streets. 7.0 Disconnection of Utilities Following notification of DigSafe, utility disconnects will be performed by the appropriate servers, or by qualified, licensed professionals recognized by the City of Salem. Proper permits will be obtained as necessary. 9/28/09 update: NaYI Grid has disconnected Gas Service to building. NaYI Grid will disconnect Electrical service upon completion of Asbestos Abatement and Hazardous Material removal. The power to the building was reduced to a single 100 amp panel on Sept Is` with GFCI receptacles to be used for temp lighting and all remediation necessities. Water will remain live thru-out demolition process. The 8" main supplying the Salem Suede Site supplies the hydrant in the yard in front as well as the two sprinkler mains�8"& 6") and the 4" domesric. It was traced by the Salem Water Dept Sept 23 and appeazs to have no obvious gate valves between PIV Valve and buildin . g S"ewer connection from the building sanitary coruiections is� still:intact._Sewer:fro_m.the Waste Water .Treatment Plant was plugged by the S.E.S.D. -before.R.I.S. arrived on site. It remains plugged. A permit will be' capplied for from S.E:S.LT. to treat as necessary and dischazge acceptable water: Analysis of the water has been done and plans are being assembled to dispose of in a safe and legal manner it is understood that disposal of sludge to an offsite facility will be a part of this process. The�sewer main�will�be capped_prior to , demolifiort as_peeGiry-of Salem requicements: 8.0 Site Preparation Site preparation prior to demolition will include; perimeter fencing, erosion control measures in place, Tree removal as necessary, rodent control, and clean up of existing trash and debris around building perimeter. (9/18/09) 650Ft. perimeter fencing is now in place. Extra panePs aze on site to address any changes in conditions. (,9/16/09)650=Ft=silY sock=in place as per Con Com. Requirements. Silt, Sacks-placed in=two-manholes in back-o€site: Both structures cleaned, one jetted And dyed .Neither structure had inlets other than the tops, T'he one in the old Fence Co. Building appeazs to connect with the piping from the outside storm Drain app. 80 Ft. toward the North River but it wasn't visible to the camera because the undulating pipe caused standing water. 'The dye did come out the outfall at the North River. (9/21/09)Pazamount Pest Conuol baited buildings for rodent control. They ' retumed on 9/28/09 as per Board of Health regulations, added more bait but reported finding no signs of rodents present. Paramoum will continue weekly inspections for the first month, and then do monthly reports as necessary. (8/12/09-present) Clean-up of site is constant. To date, almost 400 cubic yards of debris from azound the buildings has been sent to approved disposal facilities. 9.0 Demolition of Structure R.I.S. Corp. will commence demolition only upon receiving a valid DigSafe number, demolition permit from the City of Salem and filing the appropriate notifications. Demolition will be by mechanical methods using Bobcats and excavators to segregate demolition debris as it comes down. Metal and salvageable timber and lumber will separated from demolition debris constantly during this process. Demolition debris will remain within the building footprint and be loaded out on a regulaz basis. Salvaged metal will be loaded into dumpsters as it comes down and salvaged timber and lumber will be sorted by size and stockpiled ready to be loaded onto trailers for shipping. The building demolition sequence will be as follows: All one story structures attached to the wooden four story poRion of the building will be removed to facilitate removal of asbestos siding. After complerion of abatement and hazardous material removal, demolition will begin with J.C.Fence building and the one- story addition on north side of main building. Once that addition is down the plan is to begin the main building just east of the brick wall separating the brick and wood building from the all wood building.•Demolition'will proceed toward tHe� _ ,� � , - North'River with'extreme care taken to prevent debris from�falling into thel �nver. The brick and wood building will be torn down completely before work begins on the remaining all wood four story portion. This sequence allows the sprinkler system to remain live in the secrions not being demolished. This was approved by Salem Fire Department after our site meeting on 9/14/09. Exterior walls will be taken down from the top down, pulled into the footprint of the building in a controlled manner so as to eliminate any likelihood of collapse. �'', �Excavators wi11 be equipped with demolition grapples, concrete pulverizers and' __ buckets� Throughout this process dust will be conVolled with 11/2" fire hose connected to fire hydrant or to a water service set up specifically for this purpose. Hydrant permit has been obtained from the City of Salem... These methods should minimalize noise and dust problems. Demolition will proceed unti] building is razed. All wood and C&D Material will be stockpiled in the building footprint for staging area until load-out operations commence. Masonry will also be brought into the footprint as areas of C&D are hauled away to reduce the risk of commingling the debris. Salvaged metal and steel will be loaded out simultaneously to respective recycling facilities. �Slabs will, remain,in�_place,�until,soils,testing�takes.place .as,required .by Conservation. Commission 10.0 Segregation of Materials Debris resulting from demolition will be segregated into different piles for load- out(i.e. metals, ferrous and non-fenous, recyclable C&D,Non-recyclable C&D, masonry, etc. This will occur as an ongoing part of the demolition process. 11.0 Transportation and Disposal of Materials C&D material not scheduled for on site recycling will be loaded into open top Trailers / dumpsters and transported to an off-site licensed disposaUrecycling facility. (See Demolition Disposal Affidavit) All trucks will be tarped or covered prior to leaving site. 12.0 Final Clean up Upon completion of demolition, final clean up will be done to ensure project is completed to the satisfaction of the City of Salem. 13.0 Contacts Larry Hurley -Construction/Demolition Supervisor Cell-(508) 726-2297 Home-(978)448-2748 e-mail-- LHdemoiition�Gmail:com Joe Caruso Cell-(781)983-6598 Robert Oppenheim Cell- (508) 922-3366 �� G S�i-� �� Z�a9 szo 7980 2�09 3$o q$'�z. `_ , � MASTER SERVICES SCOPE OF WORK BETWEEN OWNER AND ENGINEER FOR MASTER SERVICES (NON-HAZARDOUS WASTE SERVICES) Peer Review Services — Riverview Place Site Plan Review. Wetlands & Flood Hazard District Special Permit, and North River Canal Corridor Mixed Use District Special Permit 1. Scope of Basic and Special Services A. ENGINEER shall orovide for OWNER the followinq specific BASIC SERVICES: . Review plans for compliance with City of Salem Zoning Ordinance sections: 7-18 Site Plan Review, 7-16 Wetlands & Flood Hazard District Special Permit, and 7- 21 North River Canal Corridor Mixed Use District Special Permit • Plan review shall include existing and proposed utilities on the site and off-site that may be affected by the project. Sewer separation issues and infiltration and inflow removal shall be reviewed, in addition to city infrastructure's adequacy to service the proposed project. . Review drainage report on project for pre- and post runoff, flood zone impacts and stormwater quantity and quality. • Review demolition plan with respect to buildings and exiting utilties. • Review Conservation Commission Notice of Intent • Conduct Site Visit . Meet with City Engineer to discuss findings • Prepare Letter Report on reviews above and site visit to City Engineer and Planner • Attend Planning Board Public Hearing(s) • Attend Conservation Commission Public Hearing(s) B. ENGINEER shall orovide for OWNER, or obtain from others, the followinq specific SPECIAL SERVICES: N/A 2. Owner's Responsibilities The OWNER shall furnish to the ENGINEER, for performance of Services as required by the Agreement, the following: All available plans, decisions, and reports related to the referenced project site. 3. Time Schedule The time periods for the performance of ENGINEER's services are as follows: Work will commence on review of the plans and application upon receipt of Notice to Proceed. Firm will complete its initial review two (2) weeks. Following our initial Page I ; � , v review there shall be a meeting with the City Engineer to discuss our findings. Engineer will then prepare letter reports for distribution one week prior to both the Planning Board public hearing and the Conservation Commission hearing. 4. Compensation and Invoicinp Compensation for services of ENGINEER described in the Task Order will be on the following basis: The requested services will be completed on an hourly basis at a not to exceed an approved amount. A budget breakdown should be attached. 5. Terms and Conditions The terms and conditions of the Agreement referred to above shall apply to the. Task Order except to the extent expressly modified herein. In the event of any such modification, the modification shall be set forth below and the Article of the Agreement to be modified shall be specifically referenced. Modifications included in this Task Order are: None. 5. Terms or Provisions in Conflict If the provisions set forth in the Agreement are in conflict with the provisions set forth in the Task Order, the provisions of the Task Order shall govern. Page 2 m � ; November 22, 2010 Re: Phase Two Comprehensive Site Investigation 72 Flint Street, Salem, MA Dear Mr. Zion, I have prepazed this correspondence to estimate the costs of a Phase Two Comprehensive Site Investigation at 72 Fiint Street, Salem, Ma. The study is necessary to determine whether hazardous materials are present or had been released on the property at the above referenced site. The previous Limited Site Investigation in the spring of 2010 advanced 9 test pits through the floar slabs around the property. Now that the building demolition is complete the test pits through the floor slabs identified contamination that could be released during the destruction of the slab and footings. Three areas were found that contained#6 fuel oil, chromium solids and ash. The contaminant levels exceeded the MCP S-2 criteria and a Release Notification was filed with the DEP in the spring of 2010. A more comprehensive investigation is required to determine the extent of contamination around the entire property(7.5 acres) and would include the installation of monitoring wells, soil bore sampling, visual inspection, photoionizer screening and soil and groundwater analysis. After the inspection and chemical analyses, a report in the MCP format will be prepared to describe the site conditions and recommendations for remediation of identified release areas. An Environmental Risk Assessment will be conducted to ascertain the risk to human health and the environment from the constituents detected. The slabs were penetrated in 9 areas and soils sampled to the groundwater table, natural soils or red Tanning Bark, which was deposited before the 1900's before chromium was used as a mordant. There was one test pit each in the finishing fat-liquor, hide storage and fence company areas, The tan and color storage areas had 2 test pits each. When oily soil was observed in TP-3 (under boiler room slab) an additional test pit, TP-3A was placed 20' away at the color room footing. Both of these soil samples had # 6 Fuel oil residues and Extractable Petroleum Hydrocarbons that exceeded the DEP S-2 criteria. ,. , Because the property has been occupied by several tanneries since the 1800's, it is important to determine whether any contaminants had been released onto the site through floor drains or spillage. The key indicator compounds found in association with tannery wark are generally the heavy metals (chromium and lead), Volatile Organics (finish residues and cleaners) and Petroleum Hydrocarbons (fuel and lubricants). The wellheads, soil and drains will be scanned with a HNu photoionizer to detect any volatiles (solvent or gasoline residues). In addition any unnatural materials, ash, landfill wastes will be subjected to analysis far PCBs, asbestos, cyanide and sulfides. The site inspection and analysis evaluation will be performed by a LSP and engineer on the SP, Inc, staff. The areas targeted for removal will be trenched with a backhoe to determine the quantities of material. This work will require several filings by our LSP, Dennis Giustra with DEP and the Conservation Commission. One year after the Release Notification(3/2010), a Phase I or 2 Site Assessment report and Tier Classification must be submitted to DEP. It is also likely that a Release Abatement Measures (RAM) Plan for soil removai/recycling will be submitted as well. SCOPE OF WORK 1. Site investigation, advance�20 test bores, install 10-15 monitoring wells, sample core soils, scan soils, drains and wellheads for volatile organics, purge and sample wells,photograph and chazacterize soil layers, soil and groundwater chemical analysis. Trench removal areas, calculate volumes. 15 hrs. LSP labor on-site @ $135 $2025 40 hrs. S P Engineer on-site @ $80lhr. 3200 24 hrs. Field Technician labor @ $50/hr. 1200 3 days Geoprobe drill unit @$1800/day 5400 12 —Monitoring Wells @ $250/ea. 3000 2 days Backhoe and operator @$1200 2400 $ 17,225 2. Chemica] analyses of 12 groundwater and 20-25 soil samples for metals, Volatile Organics and Extractable Petroleum Hydrocarbons. If the number of samples is less the costs will be reduced. Soil Samples 20—Metals; Lead, Cadmium and Chromium @ $70 1400 5 —RCRA metals (8) @ $150. 750 10—EPH @ $150 1500 5—VOC @ $150 750 � Soil samples cont. 2- PCBs @ $150 300 3 Landfill Acceptance series @ $950 2850 $ 7550 Groundwater Samples 5 —EPH @ $150 750 5 —VOA @ $150 750 12—Metals, lead, cadmium and chromium @ $60. 720 $ 2220 3. Preparation of report in the 21 E format, compare analysis results to regulations and legal requirements, discuss site conditions, review DEP release list, site history, Environmental Risk Assessment, file report, Tier Classification, RAM Plan. 30 hrs. Engineering Labor @ $80/hr. $ 2400 20 hrs. LSP labor @ $135/hr 2700 Env. Risk Assessment and Appraisal 6500 10 hrs. Drafting Labor @ $60/hr. 600 $ 12,200 Total Costs $ 39,195 The work will require two to three months to complete after authorization to proceed. If this proposal meets with your approval,please sign below and return one copy with a one third retainer of$13,065. Please call if you have any questions on this material. Thank you for this opportunity to be of service. Very truly yours, SP Engineering Inc. Bruce M. Poole President Approved by: Date: BMP/cr Salem�Tews.com, Salem, IVIA December 9, 2010 �oni,om to discuss founciation at tormer 5aiem Suec�e By Stacze N. Galang Staff Writer SALEM—The owner of the £ormez Salem Suede site will discuss the condiuon of the concrete foundarion and concems over its potential for contaminauon tonight before the Conservauon Commission. Scott Gxovef, an attomey zepresenting site owner Alan Zion, said they will go over a letter fxom Wazwick, R.I.-Uascd A1Lancc N;nviuonmcntal Group,which invcstigatcd thc concxctc slabs and concludcd that thc condition of the slabs and the cxacks do not "pzesent a concern" and are "unlikely to contribute to watez penetration." The envuonmental company did recommend that penetrated ueas of the slab,along with stockpiled biick ,.�o �,i.. ., �wo ..:«o t.� ,- a,u . ,:�w „t ,e�u ,io ..�;oot:1„ �r�;o ..ts„ re .,�o.� ... .wi., ..:�y . �:�; ....� ...0 ... .. .... ... .. 0 ,..,,.�. .,. p�,.�. y. ... „ ,.. b. ..� .�......,,.. .. ...ca�...� . ,.,,. u.. updates to the commission that would include a summary of the visit,photographs and analysis of the site condi[ions. "AEG feels that these measures are typical of a construction pxoject in which environmental conditions requue management," iacob Butterworth of Alliance Environmental Group wrote. Many of the recommendations made by Butterworth have been completed, Grover said. In February,ciry officials spotted a leaking chromium tank on the site of the fonnei leathex tanning facility, a discovery that triggered an enviLonmental cleanup. Already,the awnei has agceed to pay �y12,20U for failuze to pzotect the North RiveL canal and susxoundutg wedands from possible contamination fxom the polluted site. The fine had been imposed by the commission. Grover said yesterday the owner has begun paying the fines. llcvclopers hopc to txanstoxm thc sitc into a i30-apaztmcnt complcx callcd Itivcrvlcw Placc. As soon as the weathex cleazs in the spring,they hope to begin the environmental xemediation of the site. Construction could begin in the late fall. Tha mm:��:....�� ori..n ct�.�rc nt/, n ....� ......................, .,.�.....,.b.�...�.. .._ , i:. ... L _ �ConCom: Concrete slabs need to be sealed at Salem Suede » SalemNe... http://wwwsalemnews.com/locaUxl 168755056/ConCom-Concrete-sl... SalemNews.com, Salem, MA December 16, 2010 ConCom: Concrete slabs need to be sealed at Salem Suede I By Stacie N. Galang Staff Writer I St1I.EM—Defects in concxete slabs at the foxmex Salem Suede will be filled�vith concxete rathex than plastic sheeting, as was pxoposed eaxliex. The change came last week at the xequest of the Conservarion Commission,which asked the company owned by Alan Zion to keep watet from seeping thtough the foundauon by making it impervious, Commission Chairman David Pabich said. The company had pxoposed using polyethylene sheeting. ' He said the commission has had "copious amounts of discussion" ��ith Zion about the sealing of the slab that covexs the majoxiry of the 3.5-acxe site. I The company, Patriot Propexues, had hixed Envixonmental tllliance Group of Waxwick, R.I., to visit the site I and make xecommendations about the foundarion slabs.Theix envixonmental scienrist initially suggested the use of plastic sheeting. Aftex last week's discussion with the commission, the scientist suggested defects be covexed with concxete. Developexs plan to tuxn the site of the foxmex tannexy into Riverview Place, a 130-apaxtment complex along the Noxth Rivex canal. Until theq they must ensuxe any xesidual chemicals on the site be kept fxom the watercvay. In September, Zion agxeed to pay a $12,200 fine imposed by the commission fox failuce to pxotect the canal axea and suxxounding wedands from possible contamination fxom the polluted site. Good will with the commission will go a long way. i ' The company's attarney,Scott Grover, said Zion must xetuen to the commission for hvo additional appxovals: the actual cleanup and the entire xedevelopment. "We really need to be in a coopexative xelationship with the boaxd," GTovex said. "To the extent they feel this needs to be done, the ownex is willing to do it." I of 1 12/16/2010 11:16 AM �✓ .�vb�C� �.. CITY OF SALEM , �';�� CONSERVATION COMMISSION r'✓� salv.wt Sr.eJe PRO]ECT LOCATION: � �z F��r S"�ree T DATE OF SITE VISIT• 9 � �O SaG.»� Sv�de 1".c. — y9z PRO]ECT PROPONENT: 14��h '��ov1 DEP FILE NUMBER: PROPOSEDWORK: UP/Y�oIl��i1✓� e7—`-�✓�a.� -E�n� 6��/�1�� Y�-- 'hy r.?�� a`b �3a s"s o y t °t'�. IN ATTENDANCE:,� r� t� `�� , , t �" . . . _._ . ,. . , Commission Members/Agent: ' � �� Abu[[ers: Applicant/Property Owner/Representative: �i�'�`�r`�� oT/ �-v�i'A'' � SITE VISIT PURPO.SE `. __ �r,:, .� � _ ' , ljo�� Q,pp�pyt(�iiC�.(,t,� , �u f � .. � . .3t P � ...- .... cY.Yr . (L ll�. �Request for Determination �Abbreviated Notice of Resource Area Delineation �No[ice of In[en[ ❑Certificate of Compliance �Enforcement/Violation �Emergency � Informal AREAS OF 7URISDICTION , , ,,. $ ' � '��, �'" " i, ' ` ; , '� � ,., _.�-,_. _ �. _ � ...��_`....�,'_v.. .. _ . .. INLAND RESOURCE AREAS ' COASTAL RESOURCE AREAS � � ❑13ank � � Land Subject to Coastal �Land Under the Ocean Storm Flowage ❑Bordering Vegetated Wedand ❑ Designated Port Area ❑Coastal Beach ❑Land Subject to Flooding ❑ Coastal Dune ❑Barrier Beach ❑Land Under Water Bodies or Waterway Nnme: � Coastal Bank ❑Rocky Intertidal Shore �Riverfront Area /U� �Ilf� ❑ Salt Marsh � Land Under Salt Pond ❑Vernal Pools � Land Containing �Anadromous/Cata- �� Shellfish dromaus Pish Run ❑ Bordering Veoetaced Wedand in Coastal Area 120 WnsruNoro�u STReer, S,�i.e+�, M,�ssnci�usi.rrs 01970 • Tei.: 978.7459595 F.ix: 978.740.0404 . w�vw.s,��e;�i.coat ' BUFFER�ZONE (w�ithin 100-feet).� .w. .� '' d _-s- � - r � � . . �- •_ � � _ b. ❑Water Body ❑ Bordering Vegetated Wedand �1 Bank4 ❑ Coastal Beach ❑Coastal Dune s .�rk... r .r.,..,:.� � :�M1x k y 3 .." r : tt- �# �r � i`+:"' .:� -� �.^��: y s �. INTERESTS PROTEGTED.�A ... ,._<�._ .. .�°.' .,�,�_ . � , �;'_ ,.� . _. . �. _ � . c`;, ? ..3"�. .„., �Protec[ion of Water Supply � Protection of Groundwater Supply �Flood Control �Storm Damage Prevention � Prevention of Pollution �Protection of Fisheries (� Protection of Wildlife Habitat � Protection of Land Containing Shellfish �f_,�, i Is this an exempt project: If so,why? Are resource area boundaries delineated wrrectly? If not,explain. .�,,.,.xwa�c :is,r, t�a,��%rmw,,*ye #^`;.�«ngs' ',�"'�`v'�r�� (,k"t�::�,'"��tak.��"a�"�e+a ="„��.#"�.,i�ir7�'�,.f� .�£�,�".�"�u�.rr�.�.s�u� SITE VISIT�DOCUMENTATION. ... ❑Photos ❑ Site Map ❑Other. U,,:�*rs�«xam,:�a�t;aa.rx .�r,"'r"-: r°G'�.n..t'� e �5�.3 �z.:".�.,p "`?ri-t-�" a. n : � r-m� y ,.� .�r �.''�'+`�"�t � �a r�,: .s� k,.. BSERVATIONS.�azai��.�,a, .�� ,;�„� .5 ��. .:��a�,.�.a��.,;��.,.��..�c:��-.4 �>,-xa:,>.� .� r��.��x�R� Take into account relevan[ aspects or features such as: namral or piped drainage or obvious pollution; topography; existing vegetation; possible alternative sites; signs of wildlife, possible vernal pools, rare species habitat; landmarks; recent or historical dis[urbances; proximity [o o[her wa[er bodies or drainage areas; adjacentland uses. ..:, �..-.,.�,d. ....n,,...., p - +p * :ms x �"'simt':�..} Rx i� o-":4..:. <y4 ...�T�..-.5 �. "'V `� l:: RECOMMENDATIONS „;;...„,,.;�� "�,,,��;;.�,�, �,.aa..,._ _ r.. ..n, , .M��onx�.�eti,xtit:�. .. ._�. ,_�:,�_.�, �� .� -- ��„» *�r�3"'�?r;��' r�'��s; .,. , .. ,. _ , _ = x ` � NEN YUSZKUSlSta " Salem is lookinq to re-brand thfs section of Lafayette Street.Lower Lafayette wou�d be calied loLa for short. ,:� LoLa: The Witch � ' ' ? C it s S oHo. Y _ Br Srnc�s N. Gnia��c "We're doing some re-branding organizing"Salsa on Sunday" expressed concern about crin srni�'F w�TeR and taking advantage of the events at the park,with outdoor the area. energy and investment we see;' dancing and musle,and block The mayor said the alternat ew York City has Driscoll said this week. partiea. of doing nothing just doesn't s SoHo. Private businesses,such as StID,this is a mi�ced area with well with.her. San�ancisco Strega restaurant and women's a history of troubles,and giving "Pm sure people will be skej has SoMa clothing store Glitterati,and the if a new name won't necessa;- cal.This is Salem,"she said." Now Salem new home of the nonpro8t Salem ily transform anyUilng.Dr[scoll this is an opportunity for us tc wants LoLa. Theatre Company are all on aclmowledged that some chal- take advantage of whaYs hapF Lower Lafayette—LoLa for that stretch o(Lafayette Street lenges remaln.Lafayette leada ing down there." short—is Mayor Kim Driscoll's Nearby is the city's new Harbor- to the St.Joseph property,which, Lucy Corchado,president o1 first step toward re-branding the walk and Peabody Street Park. . has sat dormant for yeazs.M The Point Neighborhood Assa stretch of Lafayette Street that All are e�camples of a transforma- earller attempt to site a new tion,welcomes a re-brandingl starts downtown at Derby StreeE tion taldng place in that area,the senior center there met with so the area but wanted to besun and moves south to the former St. mayor sald. much resistance that the idea-'.' '"'"" Joseph Church. Eventually,she envisions was abandoned,Op�ionents Please see LOLA,Pai v, ,,i' ; . �. __. � alem-fines:old,facto - � out of the blue� - �� S ' . _ :�'Y . �—.--.�,. . , . . ,�.��. :�� `�� '� < or_-not pr-otectingWriver �� ;k�� .��R.�� , _ Bv ToH Dni,TON environmental cleanup ' ��. ��s�,��`��' ��a��°`•1��-.�`-� srnNFwwrex Andnowthis. � k, z� - `�`� ,x�*'*i'�',�,� ��""^'"�,�e{'�"��„�%; * On Friday, the city's Con �' { � ` �"`"'" x" '� � ° �� `�` " �3t ,� .r «., `�`, '�' aAM1'tL7+�a��x..,�,a. SALEM - This has been a servahon Commission began ��w'" �, , k�r .� r�w� ''�a '.�.,"°�a i. trying 12 months for the old imposing Snes of$200 a day on ��;�� " X�� "�� " �s��,"��,��.#a�` .. � a� Salem Suede leather,factory, the plant's owner,.ellan Zion, ��s� � � ;�K{ y�� J��y��, ,• �.�-,.�r �� . one of the last vestiges of the for fa�l�ng to protect the North ��y�� q,�� , ��.:_ �_ ,; �„ y „,� "�, city's manufactur[ng past along River canal and surrouniling �� T�� `�_`�_ , b,ii � �:y �"' � the North R�ver � wetlands from possible contam �;;�� y� �� '"� 2:. A heavy ra�n collapsed part ination from the polluted site �� 2 '° �'� ' ,`5 '� r � �c a� �� of the plant s ioof last summer, Following the demolition ir��°'�^��`�'`��w�x�� +�"�r��" "��`�` Y 5'� � followed a few da s later b a ,which was cam leted several �� *�� '' ��b"'F "�,.�' ' � +� ,{+'�"' � �� " Y Y. P .�d�a+ x.f �, �� ' �.,,xt�' s E. � , f F a,: he 72 Flint St1site w e��hen on deb s�rocks,tirickss`stor �'�� r��°"��'��+ �' ��,�.��'�,��^�%��4 declaredunsafeandlater.demol-, age containers and an.empty �f�"��k.°"`��`:"�'��z��''^ -� � �-'� «�� ^�'"'�"'��"�'�`�' ��. ished Eazlier ttiis year,officials metal tank were.left near the " oavio�6 spotted a leaking chromium : . Joey White;7,o(Salem surfaces foEaly durinq a iree swimminq lesson at the F tank on the site, triggering an ' Please seeSUEDE;Page 10' . River Park swimminq pool yesterday afternoon.,.. : • � • ' ' Hearing Aids for Low Iricome- Senior �ale� Over 5,000 Succeasfiil F�dinga Sinw 1992 . � Encourage' � Web Site: angelear.com Clas'si . � Parenta' � � �UII�Bt$SO�(��IIICOmB�t0.Q�1811�� ' . � . COmII Better � � �� Walk-in Every Monday �D2df i Headng! BI'811(1 N?.W S1Cfl1Cll8 �RCR�1� •°�°� LOtal . �UveOur � bigitalHearingAids $499�� .� �O�t81 MoralSuppo �� OblfUi e��gr�m 978 857-5800 �'`� ' ' Opinic 0 78908 22233 6 T°�F�4 M�s Hearing Aid Network ouglasGlendomm�uttzs Sp0'rt' � � ' ' Beve�l , /RG128�oRtlANorth, E�cit20A„Imile onleR Partelli0 tical, NexttoMCDonalds—(40EvonStme4Rt.lA) Weath t �. � `,sz�7 _ >'� • ' �� `;, Sr � �/ews 7d� ld� 1o)U i y F R 0 M. NA C E 0 N E www.saiemnews.com �� , �� SUEDE:.City fines former leather factory �200 a day ��,,� ■ ConHnued Jrom Page I � ° riverbank,violating an order to '�,� f�4''� ' keep all waste products 200 feet ��:` from the water and half that dis _ t� . � tance Crom wetlands, according t� � �� ?� ��;, . to E4�ank Taormina,a city plan- ` �"�s'^�*'``�r��,� ner and harbor coordinator. Required erosion control ,,,f.,� �'?�_+: � ' .;" measures, like a containment :" ','"" �'��^'-- a ; , 'y' . boom and fencing, "are either ,t " �� " in disrepair or nonexistent " ,��s ~'; leaving the North River gener `; " � 3. 'Staff photo ally unprotected," Taormina � ; ; :� wrote in a letter to the plant ' - ; ` � � owner. � * -" �;. • " , ,�; "' �i Scott Groveg an attorney for �'�'-' � �� ,n � k.�, ' Salem Suede, said Zion was •�r „�, � ` , , "°.- •t. ��' unaware of the violations and - � � `� ` f,... <.�. t,, � , _..' 0 , was oNy informed last week.He �� :. �-ti,�s-�, *� ,;,� ,,, ": <� : . 1 said the city and plant represen- '�-= � � . ,-'� , „� ��y tatives met recently to discuse �•��`� � "��'- ti� �+^� `� �� w"3.�"`"`�'�"" �� * U tflC 155UC. 'k�^� .�] 8� .(. � t � ' �+. .: � t "As I understand it,there was :��t ' ^' ` a ` �t ,. " ,., a meeting (Tuesday) with the ic demolition company supervisor *� � F , + and (city), and they agreed on � w +��: ' Zcilor a plan to correct all the viola- �T � � �� olding tions;'Grover said. � �' ;r�" ' `�,. The attorney said he has been ' e said. told that most of the erosion ""` , , ``� �" ' �wer control measures were put in �'` � $ �r 0 ave place months ago, "but in the -� 1" `, ��„ '� � "�� , .,,_ A� y said. process of demolition they got 4: � �r � `- "� � �-.�� , 'he damaged or wiped out entirely.' '�`"'� ,; K � '`� � k* ' !� .,..- t� .: ' Some of the violations,he said ;� y ,.' „ , _ ��,, , � V � were due to"unauthorized con � ,� . ' : ��,� ' .s .'`= nixed struction debris being put on '='� �' -t. +, - ns to the site." �,,�:�; � * � Grover said the plant owner `�� ive intends to secure the property ,�:� r�' mber better to prevent any future ked pPOb1QIDS. ,a COIE MARGEN/Staff photos ently The attorney said the demo- Debris Iies scattered around the former site of the Salem Suede factory on Wednesday. nesses lition contractor will fix all the it,"he said. Suede property into Riverview Massachusetts Land Court on a violations. Meanwhile, three develop- Place,a 130-apartment complex, lawsuit filed by neighbors.The "They're going to be right on ers who want to tum the Salem are still waiting for a ruling from case was heard in March. on :a4 '°`,he MARBLEHEAD: Museum challenged to find vets' names �a roT �ple ■ Continued from Page 1 "These people deserve recog- than wooden crosses to start "All but seven came from mak- nition,'he says."Marblehead with,have disappeared entirely. Marblehead,"Mvidson says. used pre'sident of the museum was such a big factor in the In a period when many young He is cross-referencing the re not board,were killed or died from Revolution." ' Marbleheaders are even now town's vital records and state ter- disease far from home,their Complicating matters,many in uniform,serving in Iraq documents,induding 17 vo4 bodies buried where they fell, of the stones on Old Burial Hill and Afghanistan,the value umes containing the names of : or- often at sea,even in British have become illegible;some are of remembering and honor- Massachusetts soldiers and prisons. lost,and others,nothing more ing those long-ago heroes sailors of the Revolution.But has taken on a new urgency, all sorts of lists and sources are , . � ,. �,:�,� , � �y evolving into a plan to find the being sought,including family �� Enter to��WIN 4aY s��;GI� C�I�l1�t names of each and every one of records. -� � � � � � � � � � �_�� .�� • � � � the town's Revolutionary War 'There are lots of differ- ` � veterans. entresources;'sa s L nne `` '� Dining & Entertainment Contest ; "IYs important,"says Vet- Ambrose of the Marblehead � .��.�:..� c��e....ur.,s r_x.n...•r.__.'•-^---..�-^-„`--"__ -- o��„a Anon1 T�......D..A........ TI........_r_ ..____�_�_. . � � SalemNews.com, Salem, MA �:r�y �� zo�o Salem fines old factory for not protecting river By Tom Dalton Staff writer SALEM—This has been a trying 12 months fox the old Salem Suede leather factory, one of the last vestiges of the city's manufacturing past along the North Rivet. A heavy rain collapsed part of the plant's roof last summer, followed a few days later by a two-alann fue. The buildings at the 72 Flint St. site were then declaxed unsafe and later demolished. Eazliez this yeaz, officials spotted a leakiug chromium tank on the site, triggering an environmental cleanup. And now this. On Friday,the city's Conservation Commission began imposing fines of$200 a day on the plant's owner, Alan Zion, fox failing to protect the North River canal and surrounding wetlands from possible contamination from the polluted site. Following the demolition,which was completed several months ago,piles of construction debris,xocks, bricks,storage containeLs and an empry metal tank wete left neaz the riverbank,violating an oidec to keep all waste products 200 feet fxom the water and half that distance from wedands, according to Frank Taormina, a ciry planner and hazbox cooxdinator. Reyuired erosion control measures,like a containment boom and fencing, "are either in distepair or none�stent,leaving the North River generally unpiotected," Taoriniva wrote in a letter to the plant ownex. Scott Gxovex,an attorney foi Salem Suede, said Zion was unawaze of the violations and was only informed last week. He said the ciry and plant zepresentarives met tecently to discuss the issue. "As I undexstand it,there was a meeting(Tuesday)with the demolition company supervisoi and (ciry), and they agxeed on a plan to correct all the violarions," Grover said. The attomey said he has been told that most of the erosion control measuces were put in place months ago, "but in the process of demolition they got damaged or wiped out enti�ely." Some of the violations, he said,were due to "unauthorized construction debris being put on the site." Grover said the plant owner intends to secure the property better to pxevent any future problems. The attomey said the demoliuon contractox will fix all the violations. � •F : " "They're going to be right on it;' he said. Meanwhile,three developers who want to tum the Salem Suede property into Riverview Place,a 130- apartment complex, are still waiting for a ruling from Massachusetts Land Court on a lawsuit filed by Ineighbors. The case was heazd in Mazch. r , � CITY OF SALEM, MASSACHUSETTS RECEIVED „ , BOARD OF HEALTH I 1\ , (e � �ZO WASHINGTON STREET, 4TH F�OOR �,��-%� sA�EM, MA 01970 FEB 2 1 2008 Te�. 978-741-1800 DEPT.OF PLANN�N� d Fnx 978-745-0343 COMMUNITY DEVELOPMENT . W W W.SALEM.COM Kimberley Driscoll JOANNE SCOTT, MPH, RS, CHO MByOf HEALTH AGENT February 21, 2008 Charles Puleo, Chairman Salem Planning Board 120 Washington Street Salem, Massachusetts 01970 Dear Mr. Puleo: At its meeting on February 12, 2008, the Salem Board of Health voted to approve the Site Plan Review for Riverview Place, 72 Flint Street, 67-69 Mason Street, 71 Mason Street, presented by Attorney Scott Grover, owner Michael O'Brien, and engineer James McDowell, with the following conditions: 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. 3. The developer will give the Health Agent a copy of the 21 E report. 4. The developer shall adhere to a drainage plan as approved by the City Engineec 5. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. 6. The developer shall maintain the area free from rodents throughout construction. � 7. Prior to renovation/demolition of any structures, a Certified Asbestos Inspector must inspect all buildings and send a report to the Health Agent. If asbestos is found, the owner must comply with the Massachusetts Department of Environmental Protection's regulations including 310CMR 7.15. 8. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. 9. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 10. The Fire Department must approve the plan regarding access for fire fighting. 11. Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. 12. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. 13. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of Health. _ 14. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. 15. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. If I may be of any assistance to your Board, please call me. Sincerely yours, r the Board f Health, � �� oanne S�cott Health Agent CC: Attomey Scott Grover � r � �. - � _,;� � , � , � � � - - �! ��r . � '�� r � �` `'I , � ■��,' � - + `� "�I 1 WI � v r a � � � _ . . � �� , � �; . , �� . �- � : � j \,� „ 1� � � �� x� � . �� :..� 'i� ,, + � ;� � �; ,t � �.,, � � � �: r, w�� ,�� ,� ,. t i n ��r� . i��f ��. '� � � �.� j�� ' � � - _ - y�� . � �,� {�'� � � 1 � � � ry � i i[:l� ��t �� {F,�r �� r -'� r � {� _ � �` , ' ��• �.. �..�� rc- �t� *�,'1 "$ w� `�`.kk �u{'_ �k .. � x. . .€�� . � �'S � S �+.•. � � �' � ..�� wf. �� ` t r. ; ;. � . . i � , j s"�� - " _ _ - ' '" ��n . � � �� . ��t �w} R Y y �� v . ��' u r A m � �� `�'� !y,�, 1 . �� 9i`. k $ 1 nk� ��t� � � � � �� , , � �� , � . ` x' � '",�� r ; � . , ��p ` : � � � �. �� _ r� ��r �.;' ,j'� ��, , F ,,,, �� .i, ; 4. �� 1,'� -t` t"""• �,�4� ��' �1�1 =H.. �y . f - ' � jh,'.- j'1 ��•�^N�y. �� Y r� �F R { �YN � �� !�' � `y�\' ,, '� �4�"`"„� �� _ � `��` \� � n' . S' . ` �;A�, �' m _ / ' �. y �1" � *j� ' - '_ ..4 � �' f � ��•' � 1 � �. r ;� },,,�y - , `� . ,�,� ,, , "r��. `�` `.,� � � _ - � Y • H�„ i• }I . ' . ' . n.ti-. � WLOCAL��m Getting Darq, ;. ��4 SrERn See Page 11 � � ' ' ' ' 1 1 ' 1 1 � � � � VOL 5,N0.25 • 3 SECTIONS • 32 PAGES �L � FRIDAY,FEBRUARY 26,2010 . . ESTABLISHED 1781/REESTABLISHED 2005�� s � e inside q OfFici.als: Leak at Salem Suede is mostly water £ � By Lisa Guerrlero "A holding tank[on the property]held the sewerage facility needed to be sure of cent North River.The owner of the prop-� i salem@cnc.com t wazer,some of which had some chromi- the makeup of the liquid in[he tank.They erry is now responsible for working to: � A lealdng tanlc at the old Salem Suede ��t," said Jce Ferson,a spokesman have been waiting for the chromium to "off-load any remaining material and dis-: I y properiy was discovered during routine for the DEP. settle into"sludge" at the bottom of the manfle the tv�ks,"Ferson said. �� • Fire Chief David Coty said the leak is tank so it can be tes[ed,Coty said. Chromium III is"less to�cic"than other momtonng,officials said this week. = The tank coniains mosfly water,with a "�ot a health'risk." "When they went down, they noticed types of chromium,Ferson said.Accord- � small concentra[ion of the chemical The Fire Department was contacied the tank had.dropped some. With the ingtothewebsiteofUtefederalEnviron-' � j chromium III,according to a spokesman Monday by representatives of South drop they found the leak,"the fire chief inen[al Protection Agency (EPA),' for the state Depaztrnent of Environmen- ��z Sewerage, which has been moni- explained,adding tha[the leak was high- ctuomium III is a natm�lly occurricig ele- � tal Protecfion(DEP). toring the tank. The owner of Salem er up on the tank, not where the sludge ment that is found in humans. `` �'��' Chromium III is widely used in mak- Suede had wan[ed[o send the tank's con- was settled. The owner will also have to do assess- ing leather,which was once produced at tents to South Essex Sewerage for pro- The DEP said it appears the liquid ment work to determine how much was a � ' the long-closed factory on Flint Street. cessing,bu[before that could be allowed, leaked into the soIl,but not into the adja- > SEe �nic,rnca 5 d � - _ --- -- _ ' � � � ta .�, .r. 'Page 2 • Sakm f�xelEe • Friday,February 26,2010 � . www.wickedlocalsalem.com Charter school founders � � � ' � ' � By eob Katzen workers aze not paid addiRonal for a total of two hours and 50 hold out hope for next year bob@beaconhillrollcall com money for commuting to and IDIDU[C5. The official list from the state fi'°m work Last week was a very slow one [reasurer's office of"per diems" The representative who on Beacon Hill as Ihe House and By Vladlmlr Shvodn Salem charter sal and those Because of the decision, Road collected by 160 state representa- ��ved the most money in 2009 Senate me[only in brief,infoimal saiem�cnc.com Pro� tives in 2009 for"milea e,me�ls '�s Rep.Timothy Madden,D-Nari- sessions. from several other schools,while to Success adnvnishation decided g [ucket, with $14,900. The other The Legislature for many years endo�in one school:Womester's to cancel a ublic meetin on the and lodging" expenses reveals Amuch-antici atediecommen- g P g top 13 recipients who top the has not scheduled any formal p S mt of Knowled e Academ status of the school scheduled For �at House lawmakers have col- dation for The Road [o Success P g y $7,OOOmarkincludeReps.Daniel impor[ant sessions during the ,Charter High School, which ChuterSchool. Feb. 22 at the Lynn Housing lected a total of$474,383. ,Per gosley, D-North Adams, Febtvaryschoolvacalionweek. • ;would gant the school a chaRer Lynn Preparatory Charter Au[hority community room. �ems are paid by the state to rep $13,860; William "Smitty" Pig- Also up on Beacon Hill ;and allow it to open, will not be �hool,ihough inivally suppoAed �'�'hile Road to Success was resentatives"for each day for natelli, D-Lenox, $9,360; Denis gAN CIRCUMCISION (S by the commissioner,lost support �med to be unpiepazed to open �vel from his place of residence Guyer, D-Dalton, $8,938; John 177 A ublic hearin u sched- 'coming from state Education �1� P B ; in the llth hout According to a by the state's shingent standurls, ��eStatehouseandrehunthere- Fresolo, D-Worcester, $8,712; �ed for March 2 on a measure Coinmissioner Mitchell D. the a roved chaRer school was �m,while in the ormance of !�� press telease from the state, PP � Ellen Story, D-Amhers[, $8,640; filed 6y private citizen Chazles % Avoteon'Iliesdaybytheboazd �'� �P��Ory'� ��nded to bualities accordin�to ihe com- ti n tocthe state heasurer t}tat he John Binienda, D-Worcester, ��onelli of Quincy that would �oftheBoatdofElemen and closetheprivateschoolifthechar- q g $8,424; Joseph Wagner, D- banmalecircumcisionofanyone �Y missioner. was present at the Statehouse." Secon Educa6on sealed the �r was granted. S[ate law pro- Chicopee, $8,160; Christopher , ��r the age of 18 unless medi- � hibitstheconvetsionofaprivate ��confidenttha[[Uvsschool Theseperdietnsarepaidtorep- Donelan,D-Orange,$8,100;John callynecessary. Themeasure .fate of the proposed new Salem has]ihepotenrialtosucceedandto resentatives above and beyond .charter, forcing its founders to �hool.to a publicly-funded char- serve their students well," said their annual'base salary that in Scibak,D-South Hadley,$7,860; imposes a fine and/ot up [0 14 �await next ear's lication ��hO°�" Sazah Peake, D-Provincetown, yeazs in prison on anyone who y � � The lack of success this eaz �� a recent press�elease, January 2009 was raised 5.5 per- $�844. Todd Smola, R-Palmer, �olates this ban.Antonelli is ihe icess to ieapply for a ctiarter—if Y � �t the Wo�cester school cent from $58,236 to $61,439 ?the elect[o do so. doesn't necessazily mean the end g $7,500; Demetrius Atsalis, D- ��huselts d'uector of MGM- Y "met.the necessaty criteria estab- under the terms of a consti[utional g�stable, $7,300; and Robert ' "Ihere is a geneial sense to try for the proposed Salem school. lished in the application process amendment approved by ihe vot- bill.org—a goup wor}�g[o ban 'again," said Robert Guinto, lead "The co�mnissioner's decision Koczera, 'D-New Bedford, w,hatitcalls"malegenitalmulila- and present unique visions for ers in 1998. The amendment $��5 `founder of Uie Road to Success is based on how well the finalists lion." � meet[he criteria set forfh in the Ways to set high academic stan- reguires legislative salaries ro be LOCAL REPRESENTA• ALLOW RESIDENT `school. "We defuritely have time dards and close achievement increased or dec:rea.ced bienniall � �to build a stron er rassroots chazter school application," said y TIVES PER DIEMS FOR �,�NS TO VOTE (H 4306): B g gaps:' at the same rate as the state's MILEAGE, MEALS AND �e Elec6on Laws Committee i effort. I have already begun [he J.C. Considine, directoL of board �e commissioner's decision median household income. %calls ro families and interested par- �d media�lations at the Depazt- µ,��P��out criticism by The new$61,439 salary repre- �DGING IN 2009:The dollaz held a heazing on a bill, already f fies. After the inifial disappoint- ment of Elementary and Sec- Guintq but he revealed that the sents an increase of$15,029 or 32 figure next to the represema6ve's approved by Amherst's Town -ment,they do not want us to stop ondary Education"IYs not unusu- �nliment was no[shued Uuough- percen[ over the $46,410 salary name represenis the[otal amount M��g �at would allow resi- �the effort.If follcs decide to move al fot a chaAer school to be char- out the group thaYs behind The that legislators received following °f per diem money that the state �nt aliens over 18 yeais of age to �forwazd and make another tered after no[receivin a favor- paid the legislator in 2009. The vote in local Amherst elections B Road to Success charter school approval of the constitutioaal nnmber in parentheses represents includin ballot uestions an ;attempt,thete will be a visual dif- atile recommenda4on in its first "I support the Depariment of amendment in 1998. g q !feren - �� n� p [he number of days that the repre- ��s fot School Committee an �� ` �Officials: Leak at Salem � Suede is mostl water _ Y . , 7 LEAI(�PROM PAGB 1 foot of liquid leaked. drained its contents into barrels � spilled and whe[her it could 'I'he DEP is estimating`S�p to on Monday and Tuesday,and are ' affect the North River. 1,000 pounds"may have leaked, waiting for this week's heavy Chief Coty said iPs not yet Ferson said,but de[ermining[he rains to end so they can remove cleaz how much ctuomium was �ount of liquid that escaped is the barrels and dismantle the 'mixed in with the water, or also part of Ihe,forthcoming. taak,Cotesaid. tvhether it entered the river. assessment The fire chief said mo�t of the � "The good paR of it is that Barbara Warren, execu[ive structures and tanks on the prop- most of it was rainwater," he �ror of the nonprofit Salem erty have been removed,includ- said.Theta[ikusedtobeindoors, Spund Coastwatch, said the ing a building that fire officials but since�the building was group will be eager to find out condemned last yeaz afrer it sus- des[royed by fire a few yeazs whetheranyoftheliquidreached tained a collapsed roof and, hvo :ago,it's been exposed to the ele- the river. months la[er, caught fire. 1'here ments. Rainwater and snow "We're concemed when any is only one other tank still on the seeped in over time, filling the chemica]s have potentially property, Cote said, which con- tanlc bit by bit,Cote said. entered the water,"Warren said. tains animal fat that was used in Officials aze uncertain how "We're wai[ing ro heaz what the leather making. That [ank will much liquid was in the 47,000- story is." also be disposed of when crews gallon tank,but Cote said about a Crews covered the tank and retum after the rain,he said. arc tec , g over o �� K t Colonia] Fort Pickering in a "Steiner" brand city- 1 style land- owned tractor.In the bucket or scoop part he `f a d tifled the carried the heavy new batteries,and over the �Y . } "Salem's driver's seat and roll-baz he bmugh[ a long �� Yemon tums aluminum extensidn ladder. , � Time was needed Co open aged padlocks ` � isfics of our that secured the lighthouse door.While Hang- rracks struo- er toiled quiefly to open the lighthouse door, . '� nodeled after Becky and I looked over the exposed sea-bed } § �state. Thus, near the�lighthouse.Here we found souvenirs �uld aiso, in of past harsh encounters and collisions , `:� n." between nature and the historic lighthouse. '�w en continued We foimd a small fragment of thick plate �" �,'E � ` ;� isider adopt- glass that evidendy had blown out of the � :ctural nick- lighthouse's lighC chamber windows during +hite Winter We boisterous Blizzazd of 1978. We also �5`"I710Can- found wedged 3mid5t tOCkS and seaweed a coumesrvxo,oer,onnm� ss the "Caa- roughly 2-by-3-foot plate iron door, pain[ed The Wlnter Island Ilghthouse was receMly clad Salem flat black,which had been blown from the top relH,wurtesy of Wllllam Hanger,Peter Id ,a.k.a.the GHford,Thomas St.Plerre,the U.S.Coast Y part of,the beacon in a high wi�d. Guard and many fdends. rt Pickering Our Dec. 21 exciusion achieved rts initial objective.The lighthouse got its fine new bat- Salem Mayor Kimberley Driscoll on Feb. 17, position as teries,and the geat central lamp in the circu- �ognizing them`�or their dedicalion,ticeless >William laz light chamber was relit. A miniawre sun efforts and generosity with their Gme and e was func- atop a tower would shine again. resowces to assist the city of Salem in our hour ��e However, additional repairs were needed ofneed,andfiutherthankthemforiheirexce�r g'�d� eazly this year. Salem Hazbormaster Sgt. tional example of virtue,professionalism and .Toiemedy peter Gifford and assistant harbormaster CO��entroourcommunity." ed a Wm[er ..., - r �. 7 � � / �• �` e Salem��l�Te�vvs �4 ,�._�.�..._..... ---:!`.7�"��,�i,,,,,".'' W: ,r35�� ta,rnw �inx;�{ ' online •.,.,_. �h�n - Chemical tank on North River springs leak By Bruno Matarazzo Jr. Staff Writer February 23, 2010 06:00 am SALEM—An environmental cleanup company is removing chromium once used at the old Salem Suede facility on Flint Street along the North River, after a crack developed in a tank holding the chemical. Crews from South Essex Sewerage found the leak yesterday coming from a corner of the concrete settling tank, which is 7 feet high, 60 feet long and 15 feet wide. The crack ran vertically along the tank, but only a cleaz liquid was coming out from a spot in the middie, Deputy fire Chief Gerry Giunta said. T'he concentration of chromium in that clear liquid is not yet known, according to Giunta. ' Chromium, which is a heavy metal used during the process of making leather, eventually � sinks to the bottom to form a "sludge" in the tank. Giunta said the sludge was not l�aking. , But crews don't know if the liquid leaked into the North River or was absorbed into the I ground. "T'here aze so many variables, we don't know if(chromium) got in there," Giunta said. Booms set in place in the North River, which runs along the old tannery, when the property was demolished last year are still in place, the deputy added. The holding tanks were not removed. Developers plan to build an apartment complex at the site but are currently tied up in a court appeal. South Essex Sewerage monitors the tank for any leaks into the water system because the city's sewage treatment plant cannot process chromium. The North River is the largest source of fresh water to Salem Sound, according to the Web site of Salem Sound Coastwatch. T'he last time the site was checked was Feb. 18, and the level in the tank was 12 to 18 inches higher, Giunta said. Y When the leak was discovered, fire officials notified the state Department of Environmental Protection, the Coast Guard and ihe federal Environmental Protection Agency. The state, federal and local agencies spoke with the property owner, Alan Zion, who agreed to get someone at the property to begin pumping out the holding tanks. /The type of chromium in the tank is trivalent chromium (or chromium III), according to � / Giunta. c�� .�,�� -{'ts'�: � S�Es� . k��' \ �' � µ` ��i � � The federal Occupational Safety and Health Administration�eb Site said there is no evidence that chromium III compounds causes cancer in humans. The EPA Web site said chromium III has a "relatively low toxicity and would be a concern in drinking water only at very high levels of contaminarion, unlike chromium-6 and -0, which are more toxic and pose potential health risks to people." Cleanup at the property will continue today. Copyright� 1999-2010 cnhi, inc. L � '�o�e� �v�l�: o.l,l � `� �.�, �� n�A � - �e,.ea.se� ) ra�w�:�, �- `j"�-�. s,�. � �r�r�.A, �t� o�-- � � �. ��. � u.5 c�� -a �°"` a �T,� �5 �� G�ror�zV..� � • �1'�P� � v0.� � � � ��, . �„�„ ��--�- N�- � �'( � � � � ��-e W� � � � � �,� �,� � o�� . I f i - ;_ � �% 1 x..'^e.e...,.��„�»��F.,".'q'rw. e Sale�m��Netivs -��n.��,,,.,,,,� �1 �.,:.t� online �*w:r?!�nGinA � � Chemical tank on North River springs leak By Bruno Matarazzo Jr. Staff Writer February 23, 2010 06:00 am SALEM—An environmental cleanup company is removing chromium once used at the old Salem Suede facility on Flint Street along the North River, after a crack developed in a tank holding the chemical. Crews from South Essex Sewerage found the leak yesterday coming from a corner of the concrete settling tank, which is 7 feet high, 60 feet long and I S feet wide. T'he crack ran vertically along the tank, but only a clear liquid was coming out from a spot in the middle, Deputy fire Chief Gerry Giunta said. The concentration of chromium in that clear liquid is not yet known, according to Giunta. Chromium, which is a heavy metal used during the process of making leather, eventuaily sinks to the bottom to form a "sludge" in the tank. Giunta said the sludge was not leaking. But crews don't know if the liquid leaked into the North River or was absorbed into the ground. "There are so many variables, we don't know if(chromium) got in there," Giunta said. Booms set in place in the North River,which runs along the old tannery, when the property was demolished last yeaz are still in place, the deputy added. The holding tanks were not removed. Developers plan to build an apartment complex at the site but are currently tied up in a court appeal. . South Essex Sewerage monitors the tank for any leaks into the water system because the city's sewage treatment plant cannot process chromium. T'he North River is the lazgest source of fresh water to Salem Sound, according to the Web site of Salem Sound Coastwatch. T'he last time the site was checked was Feb. 18, and the level in the tank was 12 to 18 inches higher, Giunta said. I �1 • � When the leak was discovered, fire officials notified the state Department of Environmental Protection, the Coast Guard and the federal Environmental Protection Agency. T'he state, federal and local agencies spoke with the property owner, Alan Zion, who agreed to get someone at the property to begin pumping out the holding tanks. T'he type of chromium in the tank is lrivalent chromium (or chromium III), according to Giunta. T'he federal Occupational Safety and Health Administration Web site said there is no evidence that chromium III compounds causes cancer in humans. T'he EPA Web site said chromium III has a "relatively low toxicity and would be a concem in drinking water only at very high levels of contamination, unlike chromium-6 and -0, which are more toxic and pose potential health risks to people." Cleanup at the property will continue today. Copyright� 1999-2010 cnhi, inc. -MRR-01-2010 14:22 From: To:978 740 0404 P.1 5�fecii h'ire �cparterte�t Firc ('revenfian P�ivisinn. � ��-� ?'a f ort Avenue � �1� Sal�rn, p4a 019T0 ; �- _ icl !`�7r, 145-7777 i 1 Ca� �1,9 7a5-940Z �; � �GJ.ti l , : �,��, ,,� �(�� S tm ��''�_�,1. LS � �,� ; �� -(o�H- 33� 3 � °�� '�� ;� o liurti i.t. 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U!¢ftl l��/_t/'eV1U LV-��uii�•+ MRR-01-2010 14:22 From: To:978 740 0404 P.3 Kl Pe=sw/Lnciiy Ievelved � � ��-��-�—� �yni �Hm� nnalnnnn nem lit aypli��Lle� Ne� Cale vnm�NimE�� CLwk 7Lls Bw :t y,�, ti_, �a_ Flr�[ Mmo I MI 'Imt Nme I £u� aaw vJJ�.n:� u: I U LJ inclaxrt 1xae1M. I I I T�m aHp tlw lluw I I u Ri�w.1 T Ve a.p11<�t� md�ea� N�ypy` p,oC:q i+rru�t nr xag�me7 Y� Rn�ein tbm. � I I IYM1ft Yl�1GV YVf. f �M'/�•1�/"rp� CSI� ' u u—�_i ...... =:y,:oa. �dp� ppbpl� SnYe1VaQ4 Gh�es Ch1Y bo+a md atCaaT Supp1�G1 Dees� (YYIRS-18I a� 1leeeesary . �Sme m y��.m inan3vaA'! I TC2 pwner �,,.,, .�,...r .n„ n� �m suv �Salem Suede ��-�.—�-�� cM seae er rntn n.rrl.m. Lual OytlOti 11��ninaea ��ma li[ hypli�e4101 !uw CWs POVM MmOat I 1 1.7ohn � �� (�'acrocca _� �.J ❑ MKy ��,;;,�.d :i Mr..1b_. wr.. Yivat IMV NI Le�l Fuw 9ullin u�aGdna! M '" I ST i�i�� iM:euw�. 072 L� �Flint � �fwn atSP<Le thv.. N�� rre(4n Slrool v� NipLwey sneo.t iypn L�[Cln ��Vli�.t. W�o�+ „^^^- � I L�__J Isalem J POftlHti011011 �W-/Anilw/P.n� fil� � o�9L �o � -�� s�.�. ..o�m. L a�tia LaG01 UptlOn SET1'L1NG TANK CANTENTS : CHROMSUM @ .06 9'A 7A� MG/LITEii (TRIVALIANT) yEpp H ?..62 MG/LITER LOCATIUN: 20' BROM NORTH RIVP:R Conczete tank, wi.�.h h vertical craek 1n Yhe cocner of the Cenk f.,oir�g the North Hives. 1/2 to 1 Callon Aclive LCak Sooms �� yLaca pcioc Co leak. 47,000 GAL2AN TANK AND IS 60'X15' AND DOWN 1' PROM THR oR:CCINAL WATERt4AA1( t�Dieh waa originall.y 7' fr�>n� r.}�� Lld9f of thc tank. ) � 1400 RuilJi.ng Inspector on sGen� 1400 DEF notlfleG Dy Cl and en r��+t.e 1407 PTN notifletl AnA Pn raut-e � 1107 USCG notified, PO Feivice 1407 vavl. Gi.ddinga DEP en xoute 1410 5PU uotified and en rnut� 1420 Salem Yoltce and Racbormua�.r.. on �cene 1431 PTN on scene . 15p1 DEP on acene, cio farthei notificatiort5 ne�Ar.tl Fez C5 1536 u:;c3C on scene 1700 L'NA On sccne 1940 Contzartor on sr.Pnr vith equipmenC necea�aty t0 mitiqate thp leak. L 1Wthorisatioa �06085 � �Cody, lChiefi David W � �FCE � ( � �2 �� xJ P.nll[an m' rmk Neip�eni �nel� 4N T�" Of[iw� in a4s�p 30 Jiune[eve ' e i[Q �07S11 � �Leznez, ShaWn D � �DIE � � _ J `J U 2010 'm ��Tr �+YI n m b" eW�a YelivLfn nr rnnt R.mgn�nnt Monrn My Yeec u Ut[lcor ^9 rapn agn In �nmqn' e.ili�w Pine IN:µt�lartnC 99?98 02/32/2030 10-0')00025 �,��; ... . �I �,�� CITY OF SALEM �� CONSERVATION COMMISSION August 11, 2009 Larry Hurley Regional Industrial Services 50 Keazney Road, Suite 4 Needham, MA 02494 Re: Emergency Certification Form—Removal of scrub brush and vinyl siding in preparation of asbestos abatement within a Riverfront Area— Salem Suede, 72 Flint Street, Salem, Massachusetts Dear Mr. Hwley: Attached is an Emergency Certification Form permitting the removal of scrub brush and vegetation in order to provide access so the vinyl siding can be removed and asbestos abatement can occur at the above referenced property. The work permitted under this emergency certification does not include demolition of the buildings. Prior to the start of work the contractor shall install silt fence along the top of the riverbank preventing all sediment from entering the North River. A silt boom shall also be installed along the North River to catch and collect any material that may fall from the buildings during construction. Work can begin on August 11, 2009, so long as the erosion and sedimentation controls aze properly in place. A Notice of Intent (NOI) shall be submitted to the Salem Conservation Commission by August 27, 2009, to be heard at the September 10, 2009 hearing, and/or prior to any additional work performed within the Riverfront Area (200 feet from the North River). Enclosed are instructions for filing a NOI with the Salem Conservation Commission. Please feel free to contact me wit6 any questions 978-619-5685. Sincerely, % � Carey D ues �� Conservation Agent/Planner CC: Alan Zion, Salem Suede, Inc. Enclosures Massachusetts Department of Environmental Protection �—, Bureau of Resource Protection - Wetlands - ' ` � WPA Emergency Certification Form 1 Massachusetts Wetla�ds Protection Act M.G.I. c. 131, §40 A. Emergency Information Important: Salem Conservation Commission When filling out Issuance From: issu�n9 numor�ry forms on the 72 Flint Street computer, use 1. Site Location: onty the tab . � key to move 2 Reason for Emergency: yourcursor- do not use the Abestos abatement at 72 Flint Street including removal of scrub brush and vinyl siding in preparation return key. of demolishing the existing buildings. „ ,� 3. Applicant to perform work: Larry Hurley, Regional industrial Service and Abatement Contractor � 4. Public agency to pertorm work or public agency ordering the work to be pertormed: ' "°"' Building Commissioner requested that the building be inspected as stated in letter dated July 24, 2009. 5. Date of Site Visit: Start Date: End Date': August 11, 2009 August 11, 2009 September 11, 2009 � . •no later than 30 days from shart date w 60 days in the . � pse of an Immediate Response Action approved by � DEP to add2ss an oiVhazardous material release. 6. Work to be allowed': Removal of scrub brush and vegetation around the exterior of the building in order for the contractor to gain access to remove the vinyl siding and complete the abestos abatement. Demolision of the silo located at the southern end of the property is also permitted under this Emergency Certification Form. All vegetation, debris, etc. is to be removed from the site and properly disposed. ` May not include work beyond that necessary to abate the emergency. B. Signatures Certified to be an Emergency by this Issuing Authority. Sig t�res: �� August 11, 2009 Chairman(or design ) Date � A copy of this form must be provided to the appropriate DEP Regional Office. . .. , W PA Emergency Certification Page 1 o(2 Rev.11101 . Massachusetts Department of Environmental Protection �-- Bureau of Resource Protection - Wetlands - '""" " ` � WPA Emergency Certification Form � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Generai Conditions 1. Failure to comply with all conditions stated herein, and with ali related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Emergency Certification or subject to enforcement action. 2. This Emergency Certification does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. 3. This Emergency Certification does not relieve the applicant or any other person of the necessity of com I in with all other a licable federal state or I p Y 9 pp , , ocal statutes, ordinances, bylaws, or regulations. 4. Any work conducted beyond that described above, and any work conducted beyond that necessary to abate the emergency, shall require the filing of a Notice of Intent. 5. 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 Emergency Certification at ' reasonable hours to evaluate compliance with this Certification, and may require the submittal of any data deemed necessary by the Conservation Commission or the Department for that evaluation. 6. This Emergency Certification shall apply to any contractor or any other person performing work authorized under this Certification. 7. No work may be authorized beyond 30 days from the date of this certification without extension by the Issuing Authority. D. Special Conditions A Notice of Intent shall be submitted to the Conservation Commission by August 27 2009, to be heard at the September 10, 2009 Conservation Commission hearing, and/or prior to any additional work performed within the Riverfront Area (200 feet from the North River). E. Appeals The Department may, on its own motion or at the request of any person, review: an emergency certification issued by a conservation commission and any work permitted thereunder; a denial by a conservation commission of a request for emergency certification; or the failure by a conservation commission to act within 24 hours of a request for emergency certification. Such review shall not operate to stay the work permitted by the emergency certification unless the Department specifically so orders. The DepartmenYs review shall be conducted within seven days of: issuance by a conservation commission of the emergency certification; denial by a conservation commission of the emergency certification; or failure by a conservation commission to act within 24 hours of a request for emergency certification. If certification was improperly granted, or the work allowed thereunder is excessive or not required to protect the health and safety of citizens of the Commonwealth, the Department may revoke the emergency certification, condition the work permitted thereunder, or take such other action as it deems appropriate. WPA Emergenry Certifwtion Pa e 2 of 2 � Rev.NI01 � � 9 4�i0NDlt��O . , ;� � �2T g CITY 4F SALEM � CONSERVATION COMM , ` ��J .M ��p��, ISSION Procedure for Submitting a Notice of Intent to the Salem Conservation Commission First, follow the instructions provided on the Department of Environmental protection's webpage for filling out Form 3 a Notice of Inten[(NO[) located at: httq://mass.eov/dep/water/approvals/wwform5.htm#wetlands Please submit seven (7) copies of the RDA and one (1) original to the Salem Conservation Commission. Please send one (1) copy to DEP at: The Commonwealth of Massachusetts Department of Environmental Protection Northeast Regional Office 205B Lowell Street Wilmington, MA 01887 Please include copies of plans or attachments to accompany your application. I recommend keeping one copy for your files. Apolication Fee i The fee for submitting the application is based on the Wetland Protection Act's fee ' structure and varies based on the type of project being proposed. Please follow the instruction for completing the fee transmittal form provided by DEP. Instructions are also loca[ed on line at htto://mass.eov/dep/water/aporovals/wwl'orms htm#wetiands Le2al Advertisement Per the Wetlands Protection Act a legal advertisement �eeds to be posted in the Salem Evening News at least one week in advance of the meeting. This is something I will pull together but you will have to pay for. Abutter Notification Per the We[lands Protection Act abutters located 100 feet from the property where the projec[ is being proposed sha11 be notified via ceRified mail or certifica[e mail. Please provide me with the address of the property where the project is proposed as soon as possible. I will gather the lis[of abutters and the assessors office will send you labels with the addresses of the abutters. Please provide the refurn receipts on the day of the Conservation Commission Meeting. The abutters shall be notified at least one week before the hearing. The abut[ers notification form is below and will need to be filled out with the specific information relating to your project and the date which you will appear before the Commission. Meeting Dates The Conservation Commission meets every second and fourth Thursday of each month at 6 pm, except when holidays fall on a Thursday and during the month of August when the Commission does not meet. Please submit the completed application to me at least two weeks before the meeting. Please feel free ro contact me with any questions. Thank you. Carey Duques, AICP Conservation Agent/Planner l20 Washing[on Street Salem, MA 01970 978-619-5685 cduques@salem.com CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under[he Massachusetts Wedands Protection Act &the City of Salem Wetlands Protection Ordinance A Public Hearing will be heid at the City Hall Annex 120 Washington Street, Salem, MA 01970 at 6_pm on fdatel To consider a Notice of Intent Of: name] fapolicant For the property located at faddress: man. block. & lot number(if knownll II For [project description] I, This is a joint hearing under Ihe requirements of G.L. Ch 131 Section 40, as amended, and the Salem Wetlands Protection Ordinance and Regulations. Plans are available at the Department of Planning and Community Developmen[ at the City Hall Annex 120 Washington Street Salem, MA from 8 am- 4 pm Monday — Wednesday, 8 am -7 pm on Thursday, and 8 am- 12 pm on Frida . For information call th _ Y e Conservation A ent at 978-619 5685. S Note: No[ice of the public hearing, including its date, time and place, will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time, place, will be posted on the Public Meetings Bulletin Board in Salem City Hall not less than 48-hours in advance. Note: You also may contact the Salem Conservation Commission or the nearest Department of Emironmental Protection Regional Office for more inforrnation about this application or the We[lands Protection Ac[. To contact DEP call: Central Region: (508) 792-7650 Northeast Region: (978)694-3200 Southeast Region: (508)946-2714 Westem Region: (413) 784-I 100 v�i-,pNUIT��O �� CITY OF SALEM - ...,. - ��,� CONSERVATION COMMISSION �Rr�MM61 General Questions, Considerations, and Preferences of the Conservation Commission for Applications Submitted Under the Wetlands Protection Act and Salem's Wetlands Ordinance Permitting Process 1. In an effort to reduce waste, the Commission requests that applications be double sided and simply stapled together. Please do not submit bound applications that contain unnecessary plastic covers, bindings, etc. 2. The Commission makes it a practice to conduct a site visit for every project and the timing and practicality of scheduling such visits is season dependent; so, have you considered this step in the timing of your submission and approval? The Commission reserves the right to dispense with requiring a site view within its discretion. 3. What other permits will your project require and is there a chance that the plan submitted to the Commission could change due to other permits not yet approved? , 4. Is your project subject to DEP's Stormwater Regulations? If so please complete the necessary stormwater report. 5. If any changes occur to your project you are required to contact the Conservation Agent before starting work. Design Considerations 6. The Commission prefers stamped engineered site plans for most projects with appropriate delineation of the site topography. The Commission may r�uire such plans, if in the judgment of the Commission, the site or project complexiry warrants engineered plans. Examples of projects that have warranted such plans include installation of or repairs to an underground drainage system, a significant grade change, alterations of a drainage area, etc. Generally, projects altering more than 100 sqft of buffer zone (100 feet from a wetland or water body) or any alteration of a wetland or water body, require engineered plans. 7. Please identify the resource areas (i.e. coastal beach, coastal bank, land under the ocean, riverfront, bordecing vegetated wetlands, etc) that are adjacent to the project area or those that will be affected by the project. Delineation of wetlands shall be completed to confirm location of resource areas. I 8. [s the project designed to minimize impact to the resource areas and buffer zones? 9. What Low Impact Development practices have you considered? (ie rain gardens, recharge of stormwater, pervious pavement, etc). June 2009 � r q � 10. [f disturbance to buffer zone, resource area, and/or wedands is not avoidable what is ' proposed to improve these areas? 1 l. [f your project involves landscaping, have you considered native species appropriate for the adjacent buffer zone or resource area? 12. As part of your project, have you considered demarcating the resource area on your property or adjacent to your property with signage? 13. The Conservation Commission prefers that granite curbing be installed (as opposed to bituminous or concrete curbing) along roadways. Construction Management 14. Which erosion control products and method will best suit your projec[and the resource areainvolved? 15. Please complete a Stormwater Pollution Prevention Plan(SWPPP) for projects disturbing more than an acre of land. 16. If you are stock piling dirt, debris or fill ma[erial on site, how will the material be stabilized? 17. If you are using heavy equipment on site during your project, the Commission requires emergency spill measures to protect nearby wetlands. Include in the NOI your policies for parking such equipment on site. 18. If you are trucking con[aminated soils off site, what appropriate vehicle washing procedures are proposed? Include a detailed description and plans of truck washing , and dewatering facility. Operation and Management of the Site 19. Where wi11 snow be handled on the site and where will it be stored? 20. If catch basins are on the site, how are they/will they be maintained and is a stormwater operations and maintenance plan included in the wetlands application? How are they protected during construction? 21. [f your project provides or involves public access within 25 ft. of a resource area, do ' you have or have you considered a trash management plan? Jtme 2009 . o , � Y � O � Y .. � ,e�Q .. v� < � '� $ y� ro a a S�f � � � 3 � E � �°� � " � �e' � �, � P� o '-°i � .�. � �� $ � � � � '� � � � � � � A � � .. g � � � � � � � � � r � �' � � � � m �' � � _ � �' � � � � � � � � � � � m � � � � � � � � m �, p s. � � � � � N g � � � � o � � � � ; , � � ,� � � .� g' � � -. � m '' � �, � a � a �!. °`�' 8 � a � �. � � � � � � � $ � � t3 $. yy y � s• �' � � � � � � � � �� ID � � � � p d �� ff � `" �: � � � � � � ° � �. � � � a � �,� �. �; � � � �-� � � � � � �: � � � s � � � -� � � � � � � � � • � � . � � E � �. � � � � � : b � � � � � � � � � � � . . _. _ _ _ � � � � � � � � � � S: � � � p � ? g � �• �• � . � � �' � 00 N O . � " U O O N � . ,, ., 72 Flint Street— Salem, Massachusetts Notice of Intent Attachments 1. U.S.G.S. Locus Map 2. Site Demolition Plan, 72 Flint Street, Salem, MA, dated August 26, 2009 prepared by Eastem Land Survey Associates, Inc. 3. Project Narrative 4. Demolition Plan, 72 Flint Street, Salem, MA,August, 2009 5. Proposed Replacement Program, Existing Mason Street Storm Drain, August 26, 2009 , �_ • wa,tj�+ ' a -S�'�'� �. �'rg� �sk -�- q�u a. �T-�� tfli �f ' F .ifda`�S c r�k��,j�l�� $�� y,�. �`��~��.*k��J 0tl}�l�yr..�� , ;�Y�'s� ��'�.��5��_ ,ti. �� w� i7�� "4 - ��'+��'"�'iy'��a Z x .' �t�l�s tl ��`� . + � H�'�t 4� "hii 'K � :� y �� y'�,� Tx � � - oR b »''srs�^'r �4�,.�„¢'� ; 4�,°��ki � � �P� � '�*, � t" '�Ifi I 1 vu�� . r r� � SI� L� th.rrd � ��C4 1�� Y"�' �g x�a,2b �.cl� a+� ' �t.� � � 'f 1`�°i, `'' ,��„r'.x.�)x� n'a < t f✓ � �� \$,.�i�\ � ✓� .:.°'k`'y u �,�� <� I . a � � l r ��i��, :��Sr ��F�ia"',r�T` � � �� h� lJ 1� { ' N �t <J��'� ►rr . i. � -4 Yl i 1�1 �" 3i � � }d�� 4 � 4✓ dt YY q 4 �. 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'�,r C� �� ¢ �� . �,.a �."5., ,a�..�i'"�w�'a i c' ntk�.�t �.� 'Mi t#as�'�i'�,'�,�'`a".x+�� bw�.L�k��..N�' tktw fa n � `k�d��x�v 'ic�v�. nt �iP ��4;�vZa�,da =p:�.z� b�'�j,xr a3��tY w�a �3'��9w� y�k�.k�� P}p#Vitsr��. 8. y'i.-^� r �rPI d ' (y � � v..� �rn1�J 1�S'AL Y� � ^'�aiJao- aN 1' r�� 't� .ti1 S�I` i r.3,.'�,�"�"f!',� 8��t�d� iw� �:� �� L ��' /� �`��y�i�� c��w�w a��i "�a;�� r,�'�,2e�5K �a xov»«2t��a'49�'��>^"`YA"" '` +F.� +�+A.y 3:' (� a r r 3 � J�'aa f � nS� �i�k �.t ��?��"k�r3 5A �,�a�bw j �� r��FS q" s r.•, j t ; �f � �'�d�� c! ��M1r�"�il t"�jt�ly^�vr �.•,``"a> C'n�A� »� ,s�"('G ,� �F�� wN, �1� . � � ` . � ��if r �}k � +ys✓'^'f LS. �` i4Yrt`��"'k4Ayr+�'�r�Y'� r,�"'e_�d'k. � `��`'�,s��'v,fi;e�*�•4�� P.,,. �. �r.. �(r'[`�' ,� 1 ' � ` ��'�b°61$*'� �`�'�^� '�'a i� roy�` �a^r �� ..a�r d1 '�y:e.�� in�t�+"� ' 'n 'yi., '� ��" .� ,�d a� d aL"'�✓u i '��4a�4iL.� �^�y �4e F^,f J' �v� £ i��e 4.�,�ka � 1 r y .,��p ' qr y� ,�� 4� ,� � . r v �.�-,- S #-�;"" u�a�,'� x s.�"` t!�- ,ua �'�u � r``.. _�J�'�3JM�� "�av�'" !°�k'�'��^ a k� f'h�'r�" ��l kN�,.p�.Tks '"-e �ny � k a .ri`ly�'-u X2 �.�ry�f�C'`� Sw�n a�r"f�. rc..,. �b.�-� »/-. �.�t.,L�m.-_uZ�".�'Si�,�st.�ua*.F� '�J". �i�m�R ��sw � \ '$d'i x N'4 af� `4 � ; i � . �.�. -,...�.a.��_.�a..�.�:�s'�k�,v�xa e��v...+w Project Narrative The Proposed activity consists of the demolition of existing buildirigs, abandonment of existing utilities and removal of all demolition waste from the site at 72 Flint Street in Salem, Massachusetts. The site is shown as Pazce191 on Salem Assessor's Map 26 and consists of some 3.6 acres more or less of industrially developed land which housed Salem Suede, Inc. as well as sundry small industrial users. The site boundary is the bank of the North River along its southeast side. The river is tidal and thus its edge is defined by the mean high water mazk. A two hundred foot riverfront azea is associated with the North River as well as land subject to coastal storm flowage up to elevation 10.3 (N.G.V.D.). A 100 foot buffer zone to the bank of the river is also located on the property. Documents describin the ro osed buildin d emolition ro ram accom an this N ' g P P g P B p Y otice of Intent. There exists a possibility that a drain connection exists &om the existing storm drain on Mason Street through the site to the North River. A program for investigation of the existence and location of that drain and relocation, if necessazy, accompanies the Notice of Intent. .A containment boom has been placed adjacent to the site in the Norfh River. Erosion control will be installed as shown on the Site Plan as well as around staging azeas as deemed necessary during the progress of work. Following completion of work, disturbed areas of the site will be rough graded and stabilized with an inert clean aggregate (likely crushed concrete). Final grading patterns will be verified by the project engineer in order to avoid ponding areas or other surface drainage problems. Demolition Plan Riverview Place—Salem, Mass. ' August 2009 Demolition work at 72 Flint Street would include demolition of all structures on the site and cut off of existing utilities not to remain in service. The location of those structures is shown on the Site Demolition Plan. Prior to undertaking any demolition activities, the following steps must be completed: l. Approval of Salem Historical Society since most of the structures on site are more than 50 yeazs old. 2. Performance of a preliminary demolition inspection by the Salem Fire Department (SFPR#29C). 3. Utility survey as to water and sewer lines serving the site in accordance with the requuements of the City of Salem Deparhnent of Public Services. 4. Disconnection of all services discovered in Item 3 in accordance with the requirements of the Salem Departsnent of Public Services. 5. Notify all other utility agencies with facilities servicing the lot to secure required releases under Section ll6.1 of the Massachusetts State Building Code. 6. Secure Building Demolition Permit. Discussions have been conducted with the demolition contractor for the project as to specific procedures which would be followed in the demolition of the Salem Suede buiiding with particulaz emphasis on avoiding introduction of demolition materials into the North ' River. The following general approach is proposed: • Demolition of the existing building will proceed from the middle to both ends. Tkus will allow the building to be constantly pulled into the site and not towazd the river. • A boom system has been installed to contain any material which might inadvertently get into the river. The upper two floors of the building are of wood construction and the lower two floors of masonry construction. • In addition to the boom system, personnel will be stationed next to the river so that any material entering the waterway can be removed immediately. , . � � • The bulk demolition will be done with track excavators. I • Staging areas will be maintained more than 50 feet from the river for temporary stockpiling of demolition materials or recyclable demolition materials until such can be removed from the site. Such stockpiles will be protected by erosion control barriers until removed from the site. The one story metal building will be demolished first so that the concrete slab can be used as a staging area. • A silt barrier, as shown on the Plan, will be installed prior to start of demolition activities and inspected daily as to its stability and condition. Any required repairs will be made immediately. • Dust control will be accomplished by wetting. The demolition contractor shall coordinate with the City as to the water source (i.e. metered hydrant use vs. trucked supply). . , . . . PROPOSED REPLACEMENTPROGRAM I EXISTING MASON STREET STORM DRAIN SALEM, MASSACHUSETTS AUGUST 26, 2009 I. Investigation Phase A. VisualInspection . 1. Introduce water stream at various catch basins on Mason Street between Flint Street and Tremont Street to ascertain what portions of the system Dischazge through site and what portions may discharge easterly on Mason Street. This will be accomplished by visual inspection of the drain manholes and, if necessary, dye testing. 2. Once system extent tributary to drain manhole near No:73 Mason Street is established, dye test the apparent outlet from the manhole to determine (if possible) the outlet point of the existing system. B. Other Procedures 1. In order to design a temporary pump structure location on the existing drain on the 72 Flint Street site, all reasonable available technologies will be used including, but not limited to,television camera inspection, sonic ar ground penetrating radaz will be used to locate the drain, if in fact it crosses the site. IL Final Design of Temporary Bypass Drain System A. Based upon the results of the investigation phase, an appropriately sized temporary storage structure and pump will be designed to handle peak flows from a two yeaz rainfall event from the drainage azea tributary to that portion of the city system dischazging into the site. It is anticipated that the design would be submitted to the City Engineer for approval. B. A stone lined stilling basin will be designed to filter pumped dischazge prior to allowing it to flow into the North River. It is anticipated that the basin would be located neaz the south end of the former treatment plant and just east of property of the Commonwealth of Massachusetts (that area can be accessed fairly early in the demolition phase of work). III. Permanent Bypass Drain System A. Once the existing system extent is established, a final detailed plan and profile will be prepazed for the new drain together with draft easement , ,. . documents for review and approval by the City Engineer and City Solicitor. The system will be build concurrently with other site activities. IV. Timeline for Activities Investigative Phase—to be completed concurrently with demolition activities at 72 Flint Street. Final Design of Temporary Bypass Drain System—to be completed within fifteen business days of completion of investigation phase. Permanent Bypass Drain System—to be completed with thirty business days of approval of final design by the City Engineer. �� J1 � �AP 9 1� 1. ,j�a.#t V f � �� r-��"'� [ `'� �� i�.� . `�� ` '�'� � � '��` � .� .�'i .�, � � \ r ;� , I � . . �.�. � '� �� /�� Y � �.. :i/ �►i ; $�, '.' $ . �� "" , r;i ,• , ,,, �„�,- , G •�i/ �"i � ;� � ' � � � r ��i�� '� " ' ,-��3.4.��' � .,'' � j ►� + � , �� r� ' "+ � _� < �� ,��,� �- � '� .� {Y • �r C . r1 � •.k } �, .�4y� � �� ... r i f �� ,µ' �:• '1� , / "� q Y � .r� • � 3 " � � / �� .�, � � r r __.,��jF,w.��'. '�""n- � ,„k,� � �':r'i�• . � � � �l r � ' r.�1' Y t �.y'f�� s e � `��n � + ' .�.1 �{{r a � �. � w s ��,.G' ��Y� y�.k.,t � . , . 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Ttti< reletppy is atcomey-clieut pcivileged md wutaias confidcnval inEoimarion inteadtd only foz tht paxson(s) n�mcd above. Any other diatriUuricm,copyu�oz disclosuzc is stnctly prolilbi�cd. If you havc . rccciv�d this tckwpy in ercoc,pleas'e noafy us immedieuYy by telep6one,and=etum chc ori�ina� ' tzwsmissiov m us by uiail without makiug a copy� 27 CONCRE55 STRCL'f, tiUl'I'4 413 SALEM, MASSACHUSE7T5 01970 � '1'liLliPli(7Nli (Y�tl) �dS�N��RS - TFLBPnX (976) 745-)369 W W W.l'1N'1'ILA`X.COM � O1/OB/10 10:25 FAX 978 745 9989 TINTI qUINN GROVER FREY. f�1002 , � '7 �l S-�S"r1 S` � C'' �-�y �"(� � � � . _..�..._...._ C�C��v�� „� � Co� ENGlNE�RING � TECi�1VOLOGY P.O. 9ox 948•Saiem,'Massachuselts 0'1970+7elephone: 978-745�a"9 •Fax: 97&745-0881 1' t'�Ll lJ� 31 L'I� S41 n�l'J1 � . C'7E1il1�i �U� /'t ,�'ir�n¢rr�r C/�'QO/fe: U�� vll� �8o/Jr.' �,�� c� ►e�� . , / .�� , .}�� -��,� .yaGaG ,}�'aoe J, i,rsvldidi,:ey c�rez ihr�,eL � .f tlee�re- maPi ar�y �e�l�rt� ura �lri� iwrfomna�i✓nx �ol�aa9 cald al �'/�ai � R�Z .f/LOLli2 QGUl1� , li'�ZJdP.0 I V '✓�.lA/f`�-• / � T' N�0 �J�r C�l�GFLOlD6L (.qp?'OdP.�'Gl q ' .p V �'l�.�t. tl�-r,t�� S � .�(��'� � c�. . .2 — � � • � � � c�,A�.�� , - � 6 .�. �� .�e.�j :: .. Carey Duques From: Merrill, Pamela (DEP) [Pamela.Merrill@state.ma.us] Sent: Monday, January 11, 2010 10:02 AM To: Carey Duques Subject: FW: 21 E question Hi Cary Not sure if this information helps at a11. . . From: Fagan, Joanne (DEP) Sent: Friday, January 08, 2010 2 : 53 PM To: Merrill, Pamela (DEP) Subject: RE: 21E question Hi Pam, :�e MCP requires an LSP be engaged or employed as necessary to meet the requirements of � the MCP (see 310 CMR 90. 0169) . So, the LSP is required to oversee response actions being �� conducted at a site that has been reported to us� in accordance with the MCP. However, this does not mean that an LSP is required to oversee due diligence assessment activities � that are being conducted to determine if a release has occurred. It' s not a bad idea to �have one, but I don't believe we can require it. �� ' Here' s an excerpt from a Q&A on our web site that pertains to your question: � Am I required to retain a Licensed Site Professional (LSP) to perform a "21E contamination �. assessment" of my property, which a bank has requested, even though I have no knowledge of `�a problem? No, The Massachusetts Contingency Plan (MCP) <http: //www.mass.gov/dep/cleanup/laws/regulati.htm> does not require that you retain a LSP to conduct such an assessment . However, just as some lending institutions require a "21E contamination assessment" of property as a condition of financing, they may also make it a condition that a LSP perform the assessment. MassDEP has no control over what the � bank may require independent o£ M.G.L. Chapter 21E and the MCP. However, iE-"conf-aminat.ions is+encountered �above-��a�reporting-thrsshold-during such an assessment,-the-.MCP..requires yom 'to'report•the`�release-to �MassDEP,--and retain-�a LSP�to oveYsee••any�� necessary investigations+ andreleanup? Hope this helps. .+�+��«�.«+.«.+....�....+.+.�++.++�+«+++++��++��++�� Joanne Fagan Section Chief, Brownfields/Permits � MA Department of Environmental Protection 205B Lowell Street, Wilmington, MA 01887 office: 978-699-3390 fax: 978-694-3496 No virus found in tnis incoming message. Checked by AVG - www.avg.com Version: 9. 0. 725 / Virus Database: 270. 14 . 130/2607 - Release Date: Ol/11/10 02 : 35:00 1 `` y ��u�arA;�4 :�� `,,�� rTY a� SAL�M , �. � , R��y��`� �oNSE�v�Tla� co��zss�oN SITE VISIT FORM PRO]ECT LOCATION: �� `'� �� DATE OF SITE VISIT• � �h O PRO]ECT PROPONENT: �'� �� DEP FILE NUMBER: � " y PROPOSED WORK: ��RDr�-� *o"�}"�i aJ" v i �_a� � : fPF .s!S :x'yS'.�t�s} �e INATTENDANCE _" �' � ,::: r�. .:a,��: , :' �� .,,+„�°_,�°. n to� NA&itl+*� 'J6M�3� Comrr�ission Members/Agent: � Abutters: Applicant/Property Owner/Representative: ""`7 /� � �;�. �'l��i o,�,�U, �,a� �,a�,�� ' � e$ "� ��TEVISIT�PURPOS��,��,�;;;��'��`�a"� �r" � �,��,�e,'"��'ax� �� :';��:� �Request foc Determination �Abbreviated Notice of Resouice Area Delineation �Norice of Intent �Certificate of Compliance ❑Enforcement/Violation �Emergency � Informal �AREAS OF 7UR�S,Q�CTION�,,,,;, ; ;,, , ; ;, y�r = ," v n� � ;,,� INLAND RESOURCE AREAS (� COASTAL RESOURCE AREAS 0 Bank �� Land Subject to Coastal �Land Under the Ocean �j Storm Flowage ❑Bordering Vegetated Wetland � � ❑ Designated Port Area ❑Coastal Beach ❑Land Subjectto Floading �� ❑ Coastal Dune ❑Barrier Beach ❑Land Under Water Bodies or Waterway � Name: �� ❑ Coastal Bank ❑Rocky Intertidal Shore I� �Riverfront Area �� ❑ Salt Marsh 0 Land Under Salt Pond Vernal Pools ?j � Land Containing �Anadromous/Cata- j� Shellfish dromous Fish Run � 0 Bordering Vegetated Wetland in Coastal Area �i / ! l �'BUFFERZONE�(within;l00.feeE)„ -�� r.:.. . ° �fi, „� .�y: � � ��'i�� -� , �u :,�..m _..�„ _Ma ��iu,��nw,,,.,a�.;�...,. - ❑Water Body ❑ Bordering Vegetated Wetland 0 Bank ❑ Coastal Beach ❑Coastal Dune INTERESTS PROTECTED:' .ra� __ `a ,.;. ,ur� _= t�.�_ �:. __. n �!.... . . � a..... ieF �Protection of Water Supply � Protection of Groundwater Supply �Flood Control �Storm Damage Prevention Q Prevention of Pollution �Protecrion of Fisheries � Protection of Wildlife Habitat �Protection of Land Containing Shellfish � Is this an exempt project: If so,why? Are resource area boundaries delineated correctly? If not,explain. ,,.�,�e; _ .:.F: _,, SITE VISIT�DOCUM�NTATION��a - ' _ ='� r�;t,;,,, ❑Photos ❑ Site Map ❑Other: OBSERYATfUNS ' .o°- �: � �. , �'�"�`� n � , �� t,i �:._ � , :.,. �� u � � ,•,� �u�`�+ d,� �:��a..: .. Take mto account relevant aspects or features such as: natural oi piped drainage oc obvious pollution; topography; existing vegetation; possible alternative sites; signs of wildlife, possible vemal pools, rare species habitat; landmarks; recent or historical disturbances; proximity to other water bodies or drainage azeas; adjacent land uses. �J �US� 1� (�Ql( \f�C. � S,�f d..f6-i� ��Cf, QhiP. 5 �� 1ot.9d�✓C� t��r�— P.�r �iws�.� k �,,� o�&.r ��., �k w�.� �.,� -� la�� .Q�,. � 1Qp ��- o�� O Z �iu5 ��tve.�`�0 'hvrn c� oczwr � w — �.J�. I o� �� c, ,� h . �.9 �w.�l. ,� � ��t��.�, �. ��.�� 1r�.� �1 - �� P��-. REGOMME�ATIONS -��-� �"""'` :,� 'q� ` , 1.�r,�4�`�: ��+.��.�t .�".:;�,. ��., � ,`�:�m'�,'r..�t: !"T— �„r:u So � � a� r�.c.a_ �40 �e�.C� �v.sk+i -�p t��.Cfi lM 0��"�u�n.� �B.xt1e.✓ � �Ca� a0 �tt�kN�c.+' � �r�cx�.� `r� �uldi�..i , L �� SEP 1 6 2U05 COMMONWEALTH OF MASSACHUSETTS �pp��PT��I��'�-•'��1G� EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFF��IRS��eE'''�`LOPR9EPd7' DEPARTMENT OF ENVIRONMENTAL PROTECTION NORTHEAST REGIONAL OFFICE ' -- 205B LOWELLSTREET, WILMINGTON, MA 01887 978-694-3200 DEVAL L.PA7RICK � IAN A.BOWLES Govemor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Govemor Commissioner DATE: Sentember 04. 2009 Municipality SALEM (city/town) RE:NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER The Department of Environmental Protection has received a Notice of[ntent filed in accordance with the Wetlands Protection Act(M.G.L. c. 131,_§40): Applicant: SALEM SUEDE INC. Owner: Address: PO BOX 708 Address: SALEM,MA 01970 LOCUS: 72 FLINT STREET This project has been assigned the following file# :NE 064-0492 ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF SUBMITTAL, NOT APPROVAL OF APPLICATION Although a file# is being issued,please note the following: If you have any questions regarding this letter, please contact: MICHAEL ABELL @ (978)-694-3257' Cc: Salem Conservation Commission, 93 Washington Street, Salem, MA, 01970 This infortnation is available in altemate format Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDDfi 1-866-539J622 or 1-617-574-6868. . �}h,itp://W WVJ.maS5.00V/d0D � 'N�Printed on Recycled Paper� Salem Conservation Commission 93 Washington Street SALEM, MA 01970 DATE Page 1 of 2 Carey Duques Prom: Thomas Stpierre Sent: Wednesday, September 02, 2009 2:18 PM To: Carey Duques; David Cody; David Greenbaum; Fire Prevention; Frank Taormina; Jason Silva; Joseph OKeefe; Jane Guy; Paul Prevey Subject: Salem suede September 02,2009 Salem Suede Inc. Alan Zion—President 54 Country Club Way Ipswich Ma. 01938 � R.E- 72 Flint Street Deaz Mr. Zion, As you are aware, two recent incidents at your property(the roof collapse and the fire on Monday) and the ongoing abatement and cleanup, have brought your building to a point where I am declaring it "Dangerous and Unsafe" as described in sec6on 121.0 through 121.8 of the State Building Code. Under the Authority of the State Building Code 780 C.M.R sections 121.0 through 121.8 You are directed to continue your permitting and to begin demolition of the structure as early as possible. There is no Appeal from this order. You do have the remedies prescribed under M.G.L 139 if you feel you are aggrieved by this order. If you have any questions ,please contact me directly. Thomas St.Pierre . Building Commissioner/Zoning Officer cc. Jason Silva, Chief Cody, Dave Knowlton. Councilor Prevey, Att. Scott Grover Jane Guy,Carey Duques David Greenbaum 9/2/2009 , � Massachusetts Department of Environmental Protection ' � Bureau of Resource Protection - Wetlands WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem c�Tyrrow� '"'P°rta"t: A. General Information When filling out fortns on the comPucer,use 1. Project Location (Nate: electronic filers will click on button to locate project site): only the tab key to move your 72 Flint Street Salem 01970 cursor-do not a. SUeet Address b.CilyfTown a Zip Code use the retum key. Latitude and Longitude: 42.520464 70.967494 � � d. Latitude e. Longitude �+ Map 26 91 � f.Assessors Map/Plat Number g.Parcel/Lot Number ,�,,, 2. Applicant: - a. First Name b. Last Name Note: Salem Suede, Inc. Before c.Organization � completing this p,0. BOX 708 fortn consult your local d.Street Address Conservation Salem MA 01970 Commission e.Citylfown f.State g.Zip Code regarding any municipal bylaw 978-744-1303 or ordinance. h.Phone Number i. Fax Number j.Email Address 3. Property owner(required if different from applicant): ❑ Check if more than one owner a. First Name - b.Last Name Same � c.Organization . d. Street Address e.Citylfown f.State g.Zip Code h. Phone Number i.Fax Number j.Email address 4�—Rep�esenfative (if any): — — - - Attorney Scott Grover a. First Name b.Last Name Tinti, Quinn, Grover and Frey c.Company 27 Congress Street, Suite 414 d.Street Address Salem MA 01970 e. City(fown f.State g.Zip Code 978-745-8065 h. Phone Number i.Fax Number j.Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $1,050.00 $512.50 $537.50 a.Total Fee Paid b.State Fee Paid c.City(Town Fee Paid wpaform3.doc•rev.04/08/09 Page 1 of 8 ' Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands WPA FOrm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ciry�rown A. General Information (continued) 6. General Project Description: Demolition of existing industrial buildings, shut off existing utilities. 7a. Project Type Checklist: 1. ❑ Single Family Home 2. ❑ Residential Subdivision 3. ❑ Limited Project Driveway Crossing 4. ❑ Commercial/Industrial 5. ❑ Dock/Pier 6. ❑ Utilities 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture (e.g., cranberries, forestry) 9. ❑ Transportation 10. � Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24(coasta�)or 310 CMR 10.53(inland)? �. ❑ Yes � No If yes, describe which limited project applies to this project: 2. Limited Project , 8. Property recorded at the Registry of Deeds for: Essex, South District a.County b.Certifcate#(if registered land) . 6690 89 c. Book d.Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) ----- ----- 1—❑—Buffer-Zone-Only--Check if the-project-is-located-only-in the-Buffer--Zone-of-a Bocdecing Vegetated Wetland, inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area Size of Proposed Alteration Proposed Replacement(if any) For all projects � affecting other , ResourceAreas, a. ❑ BBnk t.linearfeet 2.linearfeet Piease anacn a b. ❑ Bordering Vegetated ' narrative explaining how Wetland 1.square feet 2.square feet � the resource area was c. ❑ Land Under 1,square feet 2.square feet deiineated. Waterbodies and WefervvayS 3.cubic yards dredged wpaform3.doc•rev.04/08/09 . Page 2 of 8 r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands � WPA FOr'm 3 — Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 saiem Cryrrown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Resource Area Size of Pr000sed Alteration Pro�osed Reqlacement(if anvl d. ❑ Bordering Land Subject to Flooding 1.square feet 2.square feet . 3.cubic feet of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding �.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced f. � Riverfront Area North River 1. Name of Waterway(if available) 2.Width of Riverfront Area (check one): ❑ 25 fL -Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ❑ 200 ft. -All other projects 3. Total area of Riverfront Area on the site of the proposed project: $6,800 square feet a. Proposed alteration of the Riverfront Area: 86,800 33,250 53,550 a.lotal square feet b.square feet within 100 ft. c.square feet beriveen 100 ft and 200 ft. s. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes� No s.Was the lot where the activity is proposed created prior to August 1, 1996? � Yes❑ No 3. � Coastal Resource Areas: (See 310 CMR 10.25-10.35) -- ------ - ------ - - _ .._- - - - __ _ - _ _ _ Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: incwde your Resource Area Size of Proqosed Alteration Proposed Replacement(if anvl document vansac�ion a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number (provided on your receipt page) b. ❑ Land Under the Ocean �,square feet with all supplementary infortnation you 2.cubic yards dredged .submit to the oepartment. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ❑ Coastal Beaches �,square feet 2.cubic yards beach nourishment e. ❑ Coastal Dunes 1.squaie feet 2.cubic yards dune nounshment � wpaform3.doc•rev.04/08/09 Page 3 of 8 Massachusetts Department of Environmental Protection � Bureau of Resource Protection -Wetlands WPA FOt'm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem city/iown B. BufFer Zone & Resource Area ImpaCts (temporary & permanent) (conYd) Size of Pr000sed Alteration Proposed Replacement(if anvl f. ❑ Coastal Banks t.linearfeet 9. ❑ Rocky Intertidal Shofes 1.square feet h.❑ Salt Marshes �,square feet 2.sq fl restoration,rehab.,creation i. ❑ Land Under Salt I Ponds 1.square feet '�I 2.cubic yards dredged I� j. ❑ Land Containing i Shellfish t.square feet k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above � 1.cubic yards dredged I. � Land Subject to Coastal Stortn Flowage �.square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or 6.3.h above, please enter the additional amount here. a.square feet of BVW b.square feet of Salt Marsh 5. ❑ Project Involves Stream Crossings a.number of new stream crossings b.number of replacement stream crossings - - - - -- - --C. Other Appficable Standards and Requirements Streamlined Massachusetts Endangered Species ActlWetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)?To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://www.mass.pov/dfwele/dfw/nhesp/requlatory review/prioritv habitaVonline viewer.htm. a. ❑ Yes � No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 2006 Atlas Route 135, North Drive b.oate o(map Westborough, MA 07581 wpaform3.doc•rev. 04/08/09 Page 4 of 8 Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands WPA FOrm 3 - Notice of Intent Massach e W us tts etlands Protection Act M.G.L. c. 131, §40 Salem ciry/Town C. Other Applicable Standards and Requirements (conYd) If yes, the project is also subject to Massachusetts Endangered Species Act(MESA)review(321 CMR 10.18). To qualify for a streamlined, 30-day, MESAIWetiands Protection Act review, please complete Section C.1.C, and include requested materials with this Notice of Intent(NOI); OR complete Section C.1.d, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review(unless noted exceptions in Section 2 apply, see below). 1. c. Submit Supplemental Information for Endangered Species Review� 1. ❑ Percentagelacreage of property to be altered: (a)within wetland Resource Area percentage/acreage @)outside Resource Area percentage/acreage z. ❑ Assessor's Map or right-of-way plan of site 3. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work**"' (a�❑ Project description (including description of impacts outside of wetland resource area & bufferzone) (b) ❑ Photographs representative of the site (c)❑ MESA filing fee (fee information available at: http://www.mass.qov/dfwele/dfw/nheso/requlatory review/mesa/mesa fee schedule htm). Make check payable to "Natural Heritage & Endangered Species Fund"and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: �d�❑ Vegetation cover type map of site — -- -------- -- - _ __ (e)❑ Project plans showing Priority& Estimated Habitat boundaries d. OR Check One of the Following i.❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http:/Iwww.mass.qov/dfwele/dfw/nhesp/requlatory review/mesa/mesa exemotions htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. ❑ Separate MESA review ongoing. a.NHESP Tracking# b. Date submitted to NHESP ' Some projects not in Estimated Habitat may be located in Priority Habitat,and require NHESP review(see htto://www.mass.qov/dTwele/dfw/nhesp/nheso.htm, regulatory review tab). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. ' �" MESA projects may not be segmented(321 CMR 10.16).The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. � wpaform3.doc•rev.04/08/09 Page 5 of 8 Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands WPA FOrm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Saiem cryrrown C. Other Applicable Standards and Requirements (conrd) a. ❑ Separate MESA review completed. Include copy of NHESP"no Take" determination or valid Conservation & Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ❑ Not applicable—project is in inland resource area only b.❑ Yes � No If yes, include proof of mailing or hand delivery of NOI to either: South Shore-Cohasset to Rhode North Shore-Hull to New Hampshire: Island, and the Cape&Islands: Division of Marine Fisheries- Division of Marine Fisheries- North Shore Office Southeast Marine Fisheries Station Attn: Environmental Reviewer Attn: Environmental Reviewer 30 Emerson Avenue 838 South Rodney French Blvd. Gloucester, MA 01930 New Bedford, MA 02744 Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? oniine users: a. ❑ Yes � No �f yes, provide name of ACEC (see instructions to W PA Form 3 or MassDEP inciude your Website for ACEC locations). Note: electronic filers click on Website. document transaction b.ACEC number (provided on your 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water receipt paye) (ORW)as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? with all supplementary a. ❑ Yes � NO information you submiLto_tne - -5.- Is any-portion of-the site subject-to a-Wetlands Restriction Order-under the-Inlar�d Wetlands oepartment. Restriction Act(M.G.L. c. 131, § 40A)or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)? a. ❑ Yes � No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ❑ Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: t ❑ Applying for Low Impact Development(LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) z. ❑ A portion of the site constitutes redevelopment 3. ❑ Proprietary BMPs are included in the Stormwater Management System. b.� No. Check why the project is exempt: �.❑ Single-family house wpaform3.doc•rev.04/08/09 Page 6 of 8 Massachusetts Department of Environmental Protection ' � Bureau of Resource Protection - Wetlands I WPA Fo1'm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Ciry/Town C. Other Applicable Standards and Requirements (conYd) z. ❑ Emergency road repair 3.❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. D. Additional Information Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users: Attach the document transaction number(provided on your receipt page)for any of the following information you submit to the Department. i. � USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) z. � Plans identifying 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. 3. � Identify the method for BVW and other resource area boundary delineations (MassDEP BVN/ Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. a. ❑ List the titles and dates for all plans and other materials submitted with this NOI. Site Demolition Plan a.Plan Title Eastern land Survey Associates, inc. Christopher R. Mello, P.L.S. b.Prepared By c.Signed and Stamped by August 26, 2009 1" =40' d. Final Revision Date e.Scale See attached list f.Additional Plan or pocument Title g. Date -------- ----a.-❑- If-there-is-more than one propertyowner, please attach a list of-these-property owners not listed on this form. s.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. �. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. s. � Attach NOI Wetland Fee Transmittal Form s. ❑ Attach Stormwater Report, if needed. wpaform3.doc•rev.04/08/09 � Page 7 of 8 Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands WPA F01'm 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 saiem cltylTown E. Fees i. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment: 17901 8�27/09 - 2.Municipal CheGc Number 3.Check date t 7'ton 8/27/no 4.State Check Number 5.Check date � Salem Sneda Tno_ � 6.Payor name on check:First Name 7.Payor name on check:Last Name ' F. 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 app�ication, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested)to all abutters within 100 feet of the property line of the project location. ' �'a �.�� 1.Signature o App' nt 2. Date 3. Signatu of Prope if diff e t) 4. Date �- �J 7-Q 9 5. Signature of Representa ve(if any) 6.Date - ---------- -For-Consecvation-Commission:- - Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office(see Instructions) 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. wpaform3.doc•rev.04/08/09 Page 8 of 8 Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important:When A. Applicant Information � filling dut fortns on tFfe computer, 1. AppliCant: use only the tab key to move your cursor-do not a. First Name b. Last Name use the retum key. Salem Suede, Inc. a Organization � P.O. Box 708 d.Mailing Address Salem MA 01970 � e. Citylfown f.State g.Zip Code 978-744-1303 h. Phone Number i. Fax Number j.Email Address 2. Property Owner(if different): a. First Name b. Last Name Same c.Organization d. Mailing Address e. Citylfown f.State g.Zip Code h. Phone Number i. Fax Number j.Email Address 3. Project Location: 72 Flint Street Salem a.Street Address b.City/Town To calculate g, Fees � filing fees,refer to the category fee iist and The fee should be calculated using the following six-step process and worksheet. Please see exampies in tne Instructions before filling out worksheet. instructions for� __flnin9 ouc wPn_ Step 11Type of Activity: Describe each type of activity that will occur in wetland resource area and Form 3(Notice of Intent). buffer zone. Step 2lNumber of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 41Subtotal Activity Fee: Multiply the number of activities (identified 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 5ITotal 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 city/town share of the fee, divide the total fee in half and add $12.50. Wpaform3 tloc•W etland Fe¢Transmittal Form•rev.2/21I08 Page 1 of 2 Massachusetts Department of Environmental Protection � Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number Step Step 41Subtotal Activity of Activities 3/Individual Fee Activity Fee Category 3a-Site Prep. 1 $1,050.00 $1,050.00 Step 51Total Project Fee: $1,050.00 Step 6/Fee Payments: $1,050.00 Total ProjeCt Fee: a.Total Fee from Step 5 State share of filing Fee: $ 512.50 b. 1/2 Total Fee less$12.50 City/Town share of filling Fee: $ 537.50 c.1/2 Total Fee plus$12.50 C. Submittal Requirements ___ a.) Complete pages 1,and 2 and send with a check or money order for the state share of the fee, payable ro - -- --- -- - — .—. _ _ ... the Commonwealth of Massachusett§. Department of Environmental Protectlon Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent;a copy of this form; and the city/town fee payment. � To MassDEP Regional Office(see Instructions):Send a copy of the Notice of Intent or Abbreviated Notice of Intent;a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) Wpafam3 da•Wetland Fee Transmil�al Fortn•rev.2/21/08 Page 2 of 2 �conmrrqq -+P`��" � �'s�' C[T'Y OF SALEM `� � . �' 1�:�< � i';i �"� � w' DEPARTMENT OF PLANNING AND '�.�,�' : ��,��` ?�r"VNF4`�N COMMUIVITY DEVELOPMENT KIM6ERLEYDAISCOLL MAYOR iZO WA$[-IlNGTON S7REET� SALEM,MASSACHlJSETTS 01970 ' Lrnn�GootvtNDi7tvcsw,AlQ' Te�978-619-5685 �Feix:978-740.0404 DIRECTOR .�I�� To: IanyHurley From: CareyDuques Fax: 781-449-7746 Date: August 11,2009 Phone:508-726-2297 Pages: � ��.c.�,�,�,� CouP,�/ Re: 72 Flint Street- Salem Suede Emeigency CC: Certification Form ��cgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Per Your Request �Comments: Attached is the EmergencyCertification Form for the initial removal of vegetation and vinyl in prepararion of the asbestos abatement. A haid copy of the form is being mailed to you as well. Feel free to contact me with questions 978-619-5685. HP OfficeJet 7410 Log for Personal Printer/Fax/CopiedScanner DPCD 978-740-0404 Aug 11 2009 1:49PM Last Trensection IDate Time Twe identfication Duration Paqes Result Aug 11 1:48PM Fax Sent 917814497746 1:20 4 OK Carey Duques From: Larry Hurley(Ihdemolition@charter.net] Sent: Sunday, August 09, 2009 6:36 PM To: CDUQUES @SALEM.COM Subject: Salem Suede Project Carey, Asbestos abatement for the Salem Suede Building , 72 Flint Street, is scheduled to begin on the 18th of this month. Prior to beginning, the vinyl siding needs to be removed to access the transite siding below. Boomlifts wi11 be used for these operations. In order to gain access to the areas necessary with the boomlifts trees and scrub vegetation adjacent to the buildinq needs to be removed. Please advise us with the measures the � ConCom would need to see in place prior to this staqe of operations. Thank you, Larry Hurley, Regional Industrial Services LHdemolition@charter.net 5087262297 cell No virus £ound in this incoming message. Checked by AVG - www.avg.com Version: 8 .5.392 / Virus Database: 270.13. 99/2294 - Release Date: 08/10/09 06: 10:00 � 1 °� CITY OF SALEM, MASSACHUSETTS BUILDING DEP.�R'I i�fENT ��,'�m a� 12O WASHINGTON STREET,3"D FLOOR TEt. (978) 745-9595 F.js (978) 740-9846 IQMBERLEY DRISCOLL NIAYOR TH01-L�S ST.PIERRE DIRECTOR UP PUBLIC PROPERTY�BUILDING CObID3ISSIONER July 24, 2009 Salem Suede Inc Alan Zion- President 72 Flint Street Salem Ma. 01970 R.E. Roof collapse Mr Zion, The Salem Fire Department responded to your building last night due to a sprinkler alann. Upon arrival, Salem Fire determined that the water flow was caused by a sprinkler pipe that had broken due to a section of the roof that had collapsed on it.Salem fire then calied me to the scene. The roof;in my opinion and based on visual observations,collapsed due to water ponding on the roof and deterioration of the roof beams along the edge of the roof due to long term leaking. . You are directed to retain the services of a Licensed Structural Engineer to address the repair to this section of the roo£ You are further directed to have a Structural engineer examine the rest of the structure and to submit a written report to this office. Failure to comply with this order will result in the building being declared" unsafe"per section 120 of the Mass.State Building Code. The Inspection and report needs to take place as soon as possible.If you have any questions ,please contact this office. If you feel you are aggrieved by this order, your Appeal is to the Board of Buildings,Regulations and Standards in Boston.. Tho s St.Pierre �'��,:��GC� Building Commissioner/Director of Inspectional Services cc.file, Jason Si1va,Fire Prevention,Councillor Prevey,Electrical Department .` �,� Alliance Environnaental Groarp, Inc. � .. roo JeF£ersun Boulev:zrd,�b'arwick.Rhode Island n:+fifi8 � Tele�phone:4oi.�;„�6o0; Fax:qoiq{z.76�o April 11, 2011 ' Mr. Thomas Devine Conservation AgenUStaff Planner City of Salem 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 RE: Site Monitoring Report#4 72 Flint Street Salem,MA Dear Mr. DeVine: On behalf of our client, Salem Suede, owner of the above-referenced location (hereinafter, "Site"), Alliance Environmental Group, Ina (AEG) has prepared the following status letter documenting conditions during a Site visit on March 31, 2011. As you are aware, AEG has been assisting the Site owner and the project team with respect I to Site management procedures. The walkover was conducted to ensure Site conditions continue to be stable and controls such as poly-ethylene sheeting over covered piles, siltation fence along the North River Canal, and boom along the upper bank of the North River Canal remain. Pictures taken during the walkover to further depict Site conditions are attached hereto. AEG would like to report that the controls are in place and Site conditions appear stable. AEG will continue to monitor per the inspectional obligations and if you have any questions or concems please feel free to contact the undersigned at 401-732-7600. i Very truly yours, ° Alliance Environmental Group,Inc. .-�----___._ ��1 tl,rr��;/�u<:..�.� .. Jacob H. Butterwor[h Environmental Scientist Enc. Photograph Log ec: Mc David Zion, Salem Suede Mr. Swtt M. Grover, Esquire, Tinti, Quinn, Grover& Frey, P.C. 3-31-2011 ConCom Status Report#4 �� - ', ��:IHfineca Brn•troennerc�al G}oup,Gir. � ; � Photo Lag:(3-31-2011)Site Monitoring Report#4 , t � �` � #`�^�xx` t.:�. � . i _ � Y r t . { . �, -�. Y �t s.j_ ..1�� '. .�' ` u� �}�o-.xg f`p:t .� '.' v��\" -� `4'Y'�t..'. �}4� ` §' . �t�P � " _ +?} �,n a�F+�w+*� µa�'� ' . 3 � ��'m �� ...�: .- i"�4" gt+ �� .�ktY+'�Yk.A v"`�-'�-` = {. . AI I a � � � �a= r ��, ��` 1�:�_ '' �� 4� `�','�r ,�,".�»9i�i�&;4��,,.^ � .:�_. .s��GS '�'-'�.� �`�r.ES� �r.. �� . '� � `...,, �m. �r� ��( -m+.'�` `� .�M... � � ��Y '�s�� T��Lfr�"u�. �iiF`� .y� f 1�� .; �f c. �f�'i �„ �Vi'�.m q 7 �,� �#�.: ��'�. ' ��qE�'3�`y� v_ . � ' . .f�l €• 3n .. ' . .:. ^ . . ' , . . . . . ' v � }' .�� . �� _, , . ��. I , �°:- � � , � � �. _ ; , j Photo 1: V iew of[he intact booms. 1899(331-2011)Site Monitoring Report#4 � � Photo Log(3-31-2011)Si[e Monitoring Report#4 �t � y .x wia r ! k '� q��!" rt �av � ,y +. q } 3 � ^y � ; �,... .. 'v��^�,t� t ��* ;��'.� �, . 4��t� � e � E � � "i.<: r � ' x� aTy ' .� . � �` w � � � � S ,a i y� . � xr�+'y. }. Ii =.\ $ —T '��y '..s� �, �., ' t tj^+ �p i 4 �i y < �� .�� µ. �i t { ' . � �I f y�'� 'V� 1'� I. I��,i I/I. '{�i i sM. , � .� a .�;� '� ;:k�.�� _� `�s z '��`k,�i a t ��rr"�` � 'f�� '""'�� `�' � ' , .I' 1S'� I �� ' � �� t � { y�? 4 < 8. #.. Pho[o 2: View of poly-covered ruble stockpiles. 1899(3-31-2011)Site Monitoring Report#4 Photo Log:(3-31-2011)Site Monitoring Report#4 - . _. '^ct . `,�.} .�.— �,� '. �� : .... �a� ..- ^�± �.. ; x _ �fi r �� ,u �r �s+ ` ... .. _ ��.. .... ' = r =`-� ,�'" ,� `" � z .... -�... y e ,`� . � � =" . � - �� . ��. } �M'�� # � oy,_ � � � �i. � �^''^n-�_ t� � #r..-e. w'�� _ @4'� �F'iy,. _ !`a^-++ _ �+y. _ � $.. � ��N� ' HY_ �" m _ � , . ..._�s . .f: .. . . ..... . , t^ _ . 'In.....i.� : � .. . u '.E.�.:.^ . .... �. . � .. . ::..... . �:vc' a o �; . . : . _.: ..,�y � �. + .. - .� � .... . . , . : . ' ?Yr�Y: �� '�p�n�� r �I. . .. .°;, � ..n. . .: ? Photo 3:V iew of silt fence and boom along the North River Canal . 1899(331-2011)Site Monitoring Report#4 w�' �i Photo Log:(331-201 I)Site Monitoring Report#4 ,G- � - .. ; .-. .. _. k` :p� A.E' `�'` �1��'.�y�"y}��W°`�'�#�t�+�ky� � • :'� t�< _ � i h '� r�" ��h� �t �� -�'q,� � _ 9 t. ' � $7- ''+� —�� d+ t � ' ,.�,..� � � i��4 ��'. r p C 7 � �t,� ��i,�� 9 � f' � � � " "� ; .. � Py y -1# 3+�� ""��;�5} @� ,� � 5. ) �' � .1 ''�.�t� �� r � � � ; � x � ,. . .� . . a � �" � ` . ' ..� �� ,6 i �� M1�T3 �*' �� - � � � „ �. ,�j yI . '�._ '�a._Ias�u� .Y� �{r y��. tb� rrym .� x _ L.�Ha�,x ' .-,� � ?' f ii�`y�• Y` ��.;&, iP"e3`F4.� . ��` '�'..�.J ��. , i' :. . .. :... ._ . _. _ '..._ � .. ; �,e.. x . §. ' . �_ , .. . Photo 4:V iew of poly-covered areas facing east. 1899(331-2011)Site Moni[oring Report#4 �