The URL can be used to link to this page

64-68 - Off Lafayette Street (Palmer Cove) - CONSERVATION COMMISSION Paumer cfjuc _ i - .:r:;tc..as,... .,:..::'exwva i l i i � J ION CO cy� �No Conservation Commission U Salem Massachusetts 01970 9 Telephone (617) 745-5056 yASSP01 April 17, 1981 Gene Cavanaugh DEQE Division Of Waterways Winter Street Boston, MA Dear Gene: Enclosed please find amended Order of Conditions which was voted on at our last meeting held April 1, 1981. This amendment extends the time for dredging until October 15, 1981. If we can be of further service, please don't hesitate to call on us. Cordially, Brian E. French Chairman Enc: Amended Order of Conditions r ".� FORM 4 - n AMENDED ORDER OF CONDITIONS W E T L A N D S P R O T E C T I O N A C T G.L. C. 131, s. 40 ------------------------------------------------------------- CIT'TOL?t Salem FILE NUMBER 6�1 -68 TO: NAME Division. of ``Iaterwra,'ADDRESS ��1��i � Room 500 Nashua, Boston, Mass. CERTIFIED MAIL NUMBER PROJECT LOCATION: Address Off Iafavette Street Salem,, 1-ass Recorded at Registry of Book , Page Certificate (if registered) REGARDING: • Notice of Intent dated July 251 1980 and plans titled and dated Palmer Cove in Salem Harbor dated 6/25/80 THIS ORDER IS ISSUED ON (date) October 23, 1980 ------------------------------------------------------------------- Pursuant to the authority of G.L. c. 131, s. 40, the Salem Conservation Commission has reviewed your Notice of Intent and plans identified above, and has determined that the area on which the proposed work is to be done is significant to one or more of the interests listed in G.L. c. 131,- s. 40. TheSalem Conservation Commission hereby orders that the following conditions are necessary to protect said interests and all work shall be performed in strict accordance with them and with the Notice of Intent and plans identified above except where such plans are modified by said conditions. -------------------------------------------------------------------- CONDITIONS 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this order. ,� -1- FORM 4 64-68 ORDER OF CONDITIONS CONTINUED FILE NUMBER CONDITIONS 2. This order does not grant any property rights or any exclu- sive 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 per- son of the necessity of complying with all other applicable federal, state or local statutes; ordinances, by-laws and/ or regulations. 4. The wort: authorized hereunder shall be completed within one (l) year from the date of this order unless it is for a maintenance. dredging project subject authorltSection for9one.ore - ` order may be extended by the issuing 1 lication to the more additional one-yearperiodsup pp prior to said issuing authority at least thirty (30) days p the expiration date of the order or .its extension. - - S. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, includ- ing, ing,-without limiting the generality of the foregoing, lumb bricks, plaster, wire, lath, paper, cardboard, pipe, ashes,, refrigerators; motor vehicles or parts of any of the foregoing. 6. No work may be commenced untill all appeal periods have • 1 elapsed from the order ofIthe -Conservation Commission or from a final order by the Dep ental Quality Engineering. 7. No work shall be undertaken until hasebeended in al order,recort the respect to the proposed project Registry of Deeds for the district in which the land is -located within the chain of title of the affected property. The Document number indicating such recording shall be sub- mitted on the form at the end of this order to the issuer . of this order prior to commencement of work. $. A sign shall be displayed at the site not less than two square feet or more than three square feet bearing the words, "Massachusetts Department of Environmental Quality " Engineering, Number 64-68 onmental Quality Engineerin 9. Where the Department of Envirg is requested to make a determination and to issue a super- seding order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Depart- ment. _2_ rl 4 d ORDER OF CONDITIONS CONTINUED FILE NO. hA-Ffj i 10. Upon completion of the work described herein, the applicant m' shall forthwith request, in writing, that a Certificate of Compliance be issued stating that the work has been satis- factorily completed. - - ll. The work shall conform to the following described plans and additional conditions. a) . All work shall be done in accordance with the drawing titled "Proposed Harbor Improvements, Maintenance Dredging, . Plamer Cove in Salem Harbor, Plan and Details, Sheet 1 of 4", by.,Department of Environmental Quality Engineering, Division Of Waterways which was submitted with the application. b) . All dredging shall be done between October 1st and May 1st. All dredged material shall be disposed of in the area marked "Foul Area" on coastal charts. Amended as follows and voted on at meeting. April 1, 1981: The Conservation Commission hereby extends the time for dredging until October 15, 1981. • _ 1 , • -3- GIRDERS OF CONDITIONS -continued The applicant, any person aggrieved by this order, any owner • of land abutting the land upon which the proposed work is to be : done, or any ten residents o,`. the city or town in which such land is located, are hereby notified of their right to appeal this order to the Department -of Environmental Quality Engineering provided the request is made in writing and by certified mail to the Department within ten (10) days from the issuance of this order. T; n ISSUED BY CO RV TIO''. Cr 4ISSI0 ' G On this day of 14 before me personally appearedthe bOVe n�4�� to me known to be the person described in, and who executed, the foregoing instrument and acknowledged that he executed the same as his free act and deed. • My Commission expires DETACH ON DOTTED LINE AND SUBMIT TO THE ISSUER OF THIS ORDER PRIOR TO COMMENCEMENT OF WORK. TO (Issuing Authority) PLEASE BE ADVISED THAT THE ORDER OF CONDITIONS FOR THE PROJECT AT FILE NUMBER , HAS BEEN RECORDED AT THE REGISTRY OF ON (DATE) If recorded land, the instrument number which identifies this trans– action is If registered land, the document number which identifies this trans– action is - • Signed ___ `• Applicant L -4- ow --------------- 9 n � I 4/ i i 1 E _ f Y �II 1 _ I. I I i �� _ f . F I i 'i' i �I � I, II _ I I �� it _ _ ji i r; _ {: t' �. �: _ . _ �. ;i - i �I �I , . E ' _ i r _ i( _ rl _ . '� ,. . _ _ _ _ I I II i a i �� City al cSaCenta _111a..4;4acLiettf 7Valetway, ddvi,oty RECEIVED ate; a JAN 161981 '; S S SALEh9 PLANNING REPT. met IIYE� OFFICE - CITY HALL - 83 WASHINGTON STREET o SALEM, MASS. O1070 15 January 1981 - City of Salem Conservation Commission Salem, Massachusetts 01970 Dear Members : Ref : Contract ho . 2959, Salem, proposed dredging project at Palmer Cove. At our January meeting we reviewed the communica- tion received by your group from the Massachusetts Division of Land and Water Use. It is our opinion that, the delay should be wavered and the dredging begin as soon as possible. If this project is held un and runs into the end of July it will most certainly conflict with boating activities at Palmer Cove, Pickering Wharf, and Dion's Yacht Yard. South Essex Sewage was allowed to continue their dredging project in Salem Harbor for over a two (2) year period with no consideration for the flounder spawning season. In fact , at the present time, dredging is being done in Manchester Harbor. There- fore the relative small amount of dredging of the Palmer Cove project should not be discriminated against. It is a known fact that local marine scientists have stated there is little, if any, flounder spawning in the area of the project. Please give this your uppermost consideration. By direction : Ralph E. Hobbs, Jr. , selretary Waterways Advisory Board ,, Jou CO., - Conservation Commission Salem, Massachusetts 01970 Telephone (617) 745-5056 1. August 11, 1980 John J. Hannon, P.E. Chief Engineer Commonwealth of Massachusetts Department of Environmental Quality Engineering Division of Land & Water Use 100 Nashua Street, Boston, Massachusetts Dear Mr. Hannon: This is to acknowledge your filing of a Notice of Intent with the Salem Conservation Cotmnission for dredging at Palmer Cove Yacht Club. The signature of the owner of the property was missing from the application. Since the City of Salem is the owner, I will request that the Mayor sign the Application. In addition, enclosed you will find an application for a Wetlands/Flood Hazard Special Permit. This permit is administered by the Salem Planning Board. This application can be administered concurrently with the Notice of Intent and the requirements for the plan are the same. However, the Notice of Intent can not be processed until the application to the Planning Board have been accomplished. If you have any.further questions, please do not hesitate to call on me at 744-4580. Very truly yours, Susan Madison Conservation Aide SM/sam Encl: JV� RECENED December 19, 1980 DEC 3 0 1960 SALEM PLANNING DEPT. City of Salem Conservation Commission Salem, MA 01970 Gentlemen: re: Contract No. 2959 - Salem Bids ranging from $238,000.00 to $610,000.00 were received on the proposed dredging project in Palmers Cove on Tuesday, December 9, 1980. The bids are currently being reviewed and a contract will be prepared as soon as the Corps of Engineers' permit is issued and their conditions do not deviate from the provisions of our contract. We have been advised ti,at the federal permit will stipulate that no dredging will be allowed from February 15, to May 15, at the recommendation of the Federal Fish and Wildlife Department. This period covers the spawning season for winter flounder. You will note that this limitation reduces the dredging period from October 1 to May 1 authorized in the Order of Conditions issued by your commission. We attempted to expedite the project to hold down construction costs which are increasing rapidly due to inflation, however, we could not advertise the project until we felt reasonably sure that a Federal Permit would be issued. We anticipate a permit to be issued no later than February 1, 1981. It is obvious that we cannot accomplish the work within 15 days. We are of the opinion that we could delay the Contractor's work until May 15, 1981 and still do the work at the prices bid. In order to pursue this avenue we would have to allow the Contractor at least seventy-five (75) days beyond May 15, 1981 to dredge. This period would extend beyond the May 1 dead ine set n the Order of Conditions. The restrictive timeperiod set by the Federal agency is identified for the protection of the winter flounder, however, we cannot see any environmental reason to forbid dredging from May 15, to July 31. There may be some slight interference with the boating use in the channel and mooring basin, however, the anticipated savings in prolonging dredging costs would offset this temporary inconvenience. - Salem Conservation Commission - 2 - December 19, 1980 We respectfully request your Commission to issue a revised Order of Conditions authorizing dredging until August 1, 1981 on this project. Should this not be authorized, we will have to re-advertise the. project and anticipate higher unit prices, and we will be forced to cut back the scope of work. Should additional information be needed, please contact Mr. Eugene F. Cavanaugh, at 727-7349. Very truly yours, JOHN J. HANNON, P.E. Chief ngineer cc: Salem Planning Board f` - `t�ECEIVE® CITY OF SALEM Harbormaster JAN 16 19Y1 SRoom 301 SALEM PLANNING DEPT. rgFc 17 Central Street Salem,Massachusetts 01970 JAMES F.CAHILL Tel. 741-0098 HARBORMASTER January 16, 1981 Conservation Commission City Hall Salem, Massachusetts 01970 Commissioners, I have received a copy of a letter to you from John J. Hannon, P.E. , Chief Engineer of the Department of Environmental Quality Engineer- ing for the State of Massachusetts dated December 19 , 1980. In this letter he requests your commission issue a revised order of conditions authorizing dredging until August 1, 1981. Please be advised that the Harbormaster and his staff feel that this dredging project is of vital importance to Salem Harbor development and future recreational and commercial boating in Salem. We strongly recommend that your commission issue the revised order of conditions as requested. Sincerely, �, 0 C:T mes F. Cahill arbormaster CC: Mayor Jean A. Levesque Commodore Paul Fraser, Palmers Cove Yacht Club John J. Hannon, Comm. of Mass. City of Salem Planning Dept. JFC/lb N 2726 KHz E worth East Surf Patrol, Inc. S9 Cedar View Street P Salem Ma. 01970 155.22 MHz A NON-PROFIT CHARITABLE CORPORATION IN MASSACHUSETTS January 16, 1981 City of Salem Conservation Commission Salem., Ma. 01970 Commissioners: We are in receipt of a copy of a letter from the Commonwealth of Mass. Office of Environmental Affairs regarding Contract # 2959 a dredging project in Palmers Bove, Salem, Mass. in which they ask your commission to issue a revised order of conditions authorizing dredging until August 1. 1981. The Northeast Surf Patrolts Board of Directors and members feel that this dredging project is of vital importance to Salem Harbor development and to the continued increase of the area for recreational boating. We strongly recommend that your commission issue the revised order of conditions as requested. SS' ereiyq Everett T. Buckley-C odore CC Mayor Jean A Levesque Commodore Palmers Cove Yacht Club John J. Hannon.,Comm, of Mass. City of Salem Planning Department i r a 'Aa ��%[/fAw'✓��%�//�/GLVGVVJ' 1 -- r � � u J -9e zaxknent al &NzrnwoUmem&l gca4 &741w (p . �uu4imn a/ ya' vnw �0a Xadwa Awl, 104n 02114 July 21, 1980 The Honorable Jean A. Levesque Office of the Mayor ' City Hall 95 Washington Street Salem, MA 01970 Dear Mayor Levesque: re: Proposed Dredging - Palmer Cove Enclosed are two (2) copies of plans prepared for the dredging of a channel and anchorage area in Palmers Cove. This project is authorized under Chapter 91 of the General Laws, as amended by Chapter 878 of the Acts of 1970. We estimate that approximately 40,000 cubic yards of material will be dredged and disposed of at the existing ocean disposal site at 420 25' 42"N, 700 34' 00" W as shown on the United States Coast and Geodetic Survey Chart No. 1236. We anticipate filing a federal permit with the United States Army Corps of Engineers, and a Notice of Intent with the local Conservation Commission within thirty (30)- days. Construction period will commence after all federal, state and local permits are issued. Please have your staff review these plans and advise this office of any suggestions or recommendations relative to this project. Should you have any questions, please contact Mr. Eugene F. Cavanaugh, Design and Construction Engineer, Division of Waterways, at 727-7349. Very truly yours, e7 JOHN J. HANNON, P.E. �O T Chief Engineer �q DEPARTMENT OF THE ARMY NEW ENGLAND DIVISION, CORPS OF ENGINEERS 424 TRAPELO ROAD WALTHAM, MASSACHUSETTS 02154 REPLY TO ATTENTION OF: II NEDOD-R-26-80-423 PUBLIC NOTICE 4 September 1980 I Massachusetts Department of Environmental Quality Engineering, Division of Waterways, Room 532, 100 Nashua Street, Boston, Massachusetts 02114 has requested a permit under: ( X) Section 10 of the River and Harbor Act of 1899. ( ) Section 404 of the Clean Water Act. ( X) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972. to: Dredge a channel and basin 13751 long and ranging in width from 400' to 100' to -8' mean low water in Palmer Cove, Salem Harbor in Salem, Massachusetts as shown on. attached plans. The material, 40,000 cubic yards of sand and silt will be removed by clamshell or bucket dredge and trans- ported by scows for disposal at the Foul Area Disposal Site. The Foul Area Dumping Ground off Marblehead is about 9.4 nautical miles .: northeast of Boston Lighted Horn Buoy B within a circular area about 2 nautical miles in diameter whose center is at the intersection of lines bearing 710 (TRUE) from Boston Lighted Hown Buoy B and 1120 (TRUE) from Marblehead Lighted marked by Mass Bay Lighted Buoy A whose coordinates are 420 25' 42" North Latitude and 700 34' 00" West Longitude. It is marked as Foul Area on U.S.C. 6 G.S. Chart 13267. (continued on next sheet) In order to properly evaluate the proposal, we are seeking public comment. Anyone wishing to comment is encouraged to do so. Comments should be submitted to us in writing by 2 October 1980 . If you need additional information, please contact Mr. Anthony Riccio at the above address or by,_phone at 617-894-2400, extension 332 You may call collect. Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. 4Sincerely, I STA * - SEE REVERSE SIDE FOR ERT 7 DESISTADETAILS OF EVALUATION ef, ocessing Section FACTORS Regulatory Branch Operations Division NEDOD-R-26-80-423 4.September 1980 Massachusetts Department of Environmental Quality Engineering, Division of Waterways, Room 532, 100 Nashua street, Boston, .Massachusetts 02114 (,continued) The "Foul Area" disposal site has been designated for interim use by the Administrator, Environmental Protection Agency. This material, as well As other types of material from Boston Harbor, have been disposed ,of at the "Foul Area" for many years without any significant effects being noted. The applicant has performed sieve analysis, bulk sediment analysis, and elutriate testing, and liquid, suspended and solid phase .bioassays on the material. No permit will be issued until the test results have been reviewed and analyzed. A permit, if issued, will authorize periodic maintenance dredging of the described area for a period not to exceed 10 years. This dredging project will allow the continued use of the channel and basin in Palmer Cove. The decision whether to issue a permit will be based on an evaluation of the probable impact of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant. to the proposal will be considered; among those are conservation, economics, aesthetics, general environmental concerns, historic values, fish and wildlife values, flood damage prevention, land use, navigation, recreation, water supply, water quality, energy needs, safety, food production, and in general, the needs and welfare of the people. - The evaluation of the impact of the activity on the public interest will also include application of the guidelines promulgated by the Administrator, U.S. Environmental Protection Agency, under authority of: Section 04(b) of the Clean Water Act., and/or Section 102(a) of the Marine Protection, Research and Sanctuaries Act of 1972 as amended. Based on experience with similar activities performed in the past, the Division Engineer has made a preliminary determination that an Haviro omental Impact Statement is not required under provisions of the National Environmental. Policy Act of 1969. Based on his initial review, the Division Engineer has determined that little likelihood exists for the proposed work to impinge upon properties listed in or eligible for listing in the National Register of Historic Places and no further consideration of the requirements of the Preservation of Historical and Archeological Data Act of 1974 is necessary. This determination is based on one or more of the following: a. The permit area has been extensively modified by previous work. b. The permit area has been recently created. c. The proposed activity is of limited nature and scope. d. Review of the latest published version of the National Register shows chat no presence of registered properties or properties listed as being eligible for inclusion therein are in the permit area or general vicinity. ' Presently unknown archeological, scientific, pre-historic or historical data may be lost or destroyed by work to be accomplished under the requested permit. The Division Engineer has also consulted the latest published version of threatened or endangered species and made a preliminary determination that the proposed activity will not affect those listed or their critical habitat. Evaluation of the proposed actvity will include conformance with appropriate Ali State or local floodplain protection standards; consideration of alternative sites and methods of accomplishment; and weighing of the positive and negative, _ concentrated and dispersed, and short-and long-term impacts upon floodplain. The initial determinations made herein will be reviewed in light of facts submitted in response to this notice. Tho following authorizations have been applied for or have been or will be en Gained: ( ) Permit, License, or Assent from State. ' ( ) Permit from Local Wetlands Agency or Conservation Commission. ( ) Water Quality Certificate in Accordance with Section 401 of the CleanIJater Act_ X Water Quality Certification From Mass Dept. of Environmental Quality Engrg. X Order of Condition from Salem Conservation Commission The States of Maine, Massachusetts and Rhode Island have approved Coastal Zone Management Programs. Where applicable, the applicant has stated that the proposed activity complies with and will be conducted in a manner that is consistent with this approved Coastal Zone Management Program. Issuance of a State permit from the appropriate State agency will indicate concurrence with this Statement of Consistency. All commen Ls mill be considered a matter of public record. Copies of letters of objection willhe forwarded to the applicant who will normally be requested to contact objectors directly in an effort to reach an understanding. THIS NOTICE IS NOT AUTHORIZATION TO DO ANY WORK. ' NOR ^ 'a�` 0OIL R1V in 1 R _ SALEtd a EXISTING G11OUNp "nr awnY g 42'-31,zo' 1 LIMITS OF Ir { LOCUS o -6A M.I.W DREDGING A r VARIA15LEOP t " PIC RING �' 1 (OREDGIN6 LIMIT) L I Y r a y vo 'r � HORIZONTAL. I"-GOA ' A- VERTICAL 1°=G' KEY MAP Q TRACED FROM UO.S. CHART 9013267 TYPICAL DREDGE SECTION fv ® 1:80000 OF BOAT RAMP LONG POINT a. YgCHT CLUB ifs .. MIC` _ F�QtLa•P I .. ... . .....S Ng EShcOfdAL t \ :• MARINE' Ry+`•(• BENCH MARK :ILI s.n LvJ S4LE/Lf M D.H.-IN WALL '......y•i.o 2.6 0 /P NgRBO EL. 14.39 M.L.W. 4IQ R AREA TO BE DREDGEDTOB O M.L W. 69 + ''3 B.D I• C -5-0 DREDGING LIMITS QJ:y o.4' ---. +-_.o --{-5.O SHOWN IN RED �g,y � REPORTED LEDGE 3 1 + �I '•• -o.b -3.5 a U I LB" O 00 / F� PAGME•R COVE Amo MASONRY PLAN WALL O too 200 300 I'=300 ELEVATIONS ARE IN FEET AND TENTHS ABOVE PROPOSED HARBOR IMPROVEMENTS MAINTENANCE DREDGING THE PLANE OF MEAN LOW WATER. MINUS FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE. PALMER COVE IN SALEM HARBOR 40000 C.Y. OF DREDGE MATERIAL 15 TO BE SALEM RACED IN SCOWS AND DISPOSED OF WITHIN THE LIMITS OF THE EXISTING DUMPING SITE ESSEX COUNTY MASS. - APPLICATION 8D AT 42'L?-S'-4Z" N70'-34•-00••W ( 2 N. MI. DIAMETER). ( FOUL,, AREA) DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING COMM OF MASS. — DIVISION OF WATEF YS JUNE 25,1980 SHEET I OF I ROBERT A. BRAMAN ACC. NO. 05154 CIVIL ENGINEER a SURVEYOR WAREHAM,MASS. . 1 C_ 3' 0/ 6ml � ��//� La<�pp aa , Ike xad w X eez qoa&n 0217/1 July 29, 1980 Division Engineer, New England Division United States Army Corps of Engineers 424 Trapelo Rd. , Waltham, MA 02154 Attention: Morgan Rees, Permits Engineer Dear Sir: Enclosed is the following material: . An original and three (3) copies of the permit application, plus the original mylar drawing plan and three (3) copies entitled "Proposed Harbor Improvements, Maintenance Dredging, Palmer Cove, Salem Harbor, Salem, Essex County, Mass. , June 25, 1980, Ace. No. 05154". Also enclosed are copies of the following for your review and information: Environmental Notification Form (ENF) Notice of Intent Environmental Data Form (EDF) Water Quality Certificate Application (WQE) Locus Map YNJ ly. ou s, HANNON, P.E. Chief Engineer enc APPLICATION FOR A DEPARTMENT OF THE ARMY PERMIT ISI For use of this form, see EP 1145-2-1 The Department of the Army permit program is authorized by Section 10 of the River and Harbor Act of 1899, Section 404 of P. L. 92-500 and Section 103 of P. L. 92-532. These laws require permits authorizing structures and work in or affecting navigable waters of the United States, the discharge of dredged or fill material into waters of the United States• and the transportation of dredged material for the purpose of dumping it into ocean waters. Information provided in ENG Forth 4345 will be used in evaluating the application for a permit. Information in the application is made a matter of public record through issuance of a public notice. Disclosure of the information requested is voluntary; however, the data requested are necessary in order to communicate with the applicant and to evaluate the permit application. If necessary information is not provided, the permit application cannot be pro— cessed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and checklist) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. 1. Application number (To be assigned by Corps) 2. Date 3. For Corps use only. 25 July 1980 Day Mo. Yr. 4. Name and address of applicant. 5. Name, address and title of authorized agent. John J. Hannon, Chief Engineer Division of Waterways, Rm. 532, D.E.Q.E. Same 100 Nahua St. Boston, Ma. 02114 Telephone no, during business hours Telephone no. during business hours A/C (617) 727-4796 A/C ( ) A/C (617) 727-4798 A/C ( ) 6. Describe in detail the proposed activity, its purpose and intended use (private, public, commercial or other) including descrip— tion of the type of structures, if any to be erected on fills, or pile or float—supported platforms, the type, composition and quantity of materials to be discharged or dumped and means of conveyance, and the source of discharge or fill material. If additional space is needed, use Block 14. The proposed project is to dredge a channel and basin to — 8.0 MLW, 1375 long, 400 to 100 wide areas. 40,000 Cy. to be disposed Df at sea, at locals 420-25' —42" N, 700 — 34' —00" W. (2N. Mi in diameter) Marked "Foul Area" 7. Names, addresses and telephone numbers of adjoining property owners, lessees, etc., whose property also adjoins the waterway. N/A 8. Location where proposed activity exists or will occur. Address: Tax Assessors Description: (If known) Lafaypffo Street Street, road or other descriptive location Map No. Subdiv. No. Lot No. Salem In or near city or town Sec. Twp. 9 R e. Essex Mass. 01970 County State Zip Code 9. Name of waterway at location of the activity• t l Palmer Cove, South River Channel, Salem Harbor, Mass. ENG Form 4345. 1 OCT 77 Edition of 1 Apr 74 is obsolete. L 10. Date activity is proposed to commence. QctOber 1980 Date ad&ivity;s expected to be completed D m�P hErr1980 11. Is any portion of the activity for which authorization is sought now complete? E] YES ® NO If answer is "Yes" give reasons in the remark section. Month and year the activity was completed Indicate the existing work on the drawings. 12. List all approvals or certifications required by other federal, interstate, state or local agencies for any structures, COnShme— tion, discharges, deposits or other activities described in this application. Issuing Agency Type Approval Identification No. Date of Application Date of Approval Salem Conger. Comm. Order of Condition 7-7-80 pending Water pollution Cont. Water Quality Cert, to be done MEPA, DEQE. ENF EQEA to be done 13. Has any agency denied approval for the activity described herein or for any activity directly related to the activity described herein? ❑ Yes ® No (If "Yes" explain in remarks) 14. Remarks or additional information. 15. Application is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief such information is true, complete, and accurate. I further certify that 1 possess theieuthori ,pun ertal a the proposed activities. �'I 2 ✓'' Si at of�icant or Authorized Agent The application must be signed by the applicant; however, it may be signed by a duly authorized agent (named in Item 5) ' if this form is accompanied by a statement by the applicant designating the agent and agreeing to furnish upon request, supplemental information in support of the application. 18 U. S. C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of The United States knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false fictitious or fraudulent statement or entry, shall be fined not more than 510.000 or imprisioned not more than five years, or both. Do not send a permit processing fee with this application. The appropriate fee will be assessed when a permit is issued. i NOR RIV � ¢00 SALEM a Vitt' EXISTING GROUND ,Dewar 5P VwAa� 3 3 r 42-31'Q o" �I LIMITS OF 1 LOCUS O DREDGING a a m Pic '.a,wc DREDGING LIMIT) �_ I vo r m r VARIABLE HORIZONTAL 1'�=G0' VERTICAL 1.•=G' - KEY MAP Q TRACED FROM N.O.S. CHART 1326; 1:80,000 TYPICAL DREDGE SECTION V or er,� BOAT RAMP LONG POINT ,71 c YACHT CLUB Emma %\ +�6 .. PFDUOT "'ICC I ,$p�F I ! MAMAL RINE R R�8�46 I:I i -Z.p' O:S ....... ' SALEM BENCH MARK €n.�:l `_ ............. ... +. +'_3.0 D.H. IN WALL #� ii _5.2 ` 3.0 t.o a Z'G HARBOR EL. 14.39 M.L.W. ;AREA TO BE DREDGED TOg .O M.L.W. + G'3 I +-5.a -3n w :: + - -5.O DREDGING LIMIT +-''o '- JI Q •'T .04 +_I O +•0 SHOWN IN RED S REPORTED LEDGE 3 ?I + o •. +-3.5 u 0 � + U e0ele,PAL MER COVE- MASONRY 'r' PLAN WALL o goo ZOO 300 ELEVATIONS ARE IN FEET AND TENTHS ABOVE PROPOSED HARBOR IMPROVEMENTS THE PLANE OF MEAN LOW WATER. MINUS FIGURES MAINTENANCE DREDGING INDICATE DEPTHS BELOW THAT SAME PLANE. PALMER COVE /N SALEM HARBOR 40,000 C.Y. OF DREDGE MATERIAL IS TO BE SALEM PLACED IN SCOWS AND D15POSED OF WITHIN THE LIMITS OF THE EXISTING DUMPING SITE - ESSEX COUNTY , MASS. AT 42'-ZSR-4Z" N , 70'-34-O0"W ( 2 N. MI. APPLICATION BY DIAMETER). ( FOUL AREA) DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERINC COMM OF MASS. - DIVISION 0'F WATERWAYS JUNE 25,1980 SHEET I OF I ROBERT A. BRAMAN CIVIL ENGINEER 81 SURVEYOR ACC. NO. 05154 WAREHAM,MASS. 4,":.o,�l >, r 't �. ;.rid r � <t �� I\ 1 �•- -' o � n '. i/ IYh �.✓... .. J IL c / l I�� ,�:" � v �� s rn e I � /1 11 � �I 11 � �,iJJJ: r �_ • 1 (� .� � rpn . �r V/1 Ili-✓�_/iI \:��r� l o �� n .'�� J �l � ,4 V � 8 "��Ei�.l✓/�\\ a�AAw�, rP��d w' A%�\//I � �'o cs� Vim.. // I .\� ,��\7✓�\\` z/ \ � \.S'�� 3 �\ /a/ . o ) �' �.�r12�_os) Co ��:. :rye I _ 0 c e /! I ✓'�\/ "l \� /��\r �ZA \a • A / v c7,1 < I,, it '__—i�1— � •-1�M � 6/y r,/,� d �� ti/ �s\4. \ \\_. n o—Tlir r'� l -s II I -1 ur r I �N�\ I IS ��._ j Com\ • _\°'� ys� j��-U !I�I� J rr �m �_ m i�� G �-/'�✓,//`) �E��-I ��I Ili �� ,JC Irl �7 // cam wN,gj L j�l�.= �� J- 0' N I�7 ,•' JIL �J a v V V� -��✓ / e-w \ .s� 4r /I I a Im it .-.I J� � '1�\: �� 1 '1 �I ��\,1 ��f J 1�:II � � �Slo 3 °'�✓�� V�/�� `/�� w // r ` � � I _ �/��. "_�' � ~ry l/ � '(�� -bl a..�_ Ir, ;'/ \ti* �'J r-:" �/� � 11 , sJ\.r. C s � 7/ - � �� m -tA\ ,a° 1'eu■ � Is�.s{� Ot cz� ,... �/r/gym s ( I. zr V/ 't\\ �� \ ;^`�i '31 'I \ • �t37( W r J'r�m alO � a�^�t\\/�//�lJ�� m " x�3 � �a,�^'•� � i�` ' I I�/-y'(wi/r /�m�o11'iay�ucJ �`//C� RY�I I�I a fly `g\J 'o ti P � /�_,-" )��,.,lC;\-.rte 2 ,., c /-�l{Sy, r� )��)1�� l l��I I �/�l`' n ��/�I^,s,• :�J \ � G a 6 " V� �� 1I"�7 - _-, JJ� � Czl�`vvv/\� vv � aTY� moa s ((( I/ /: •� /) Ic N �� \M l v 7 a Ir Nom.-..SJ � ARBLEHEAD Dov a [�� ,�< n wr \ •may ! w y� .ra. r -r„ � h,< -�;.. )N o •� V o W ,W 3 O - 1 s " roy ��I n>' Conservation CommIssion V. Salem, Massachusetts 01970 Telephone (617) 745-5056 November 6, 1980 Jean Kavanaugh Division of Waterways DEQE Room 532 100 Nashua Street Boston, Mass. Dear Jean: - - Enclosed please find Order of Conditions that were voted on by the commission on Thursday, October 23, 1980. There is a 10 day appleal period to these Order of Conditions. I am also enclosing a copy of the Order of Conditions issued on February 14, 1979 along with a set of plans relevant to the seawall we spoke of during our phone conversation last week. If you have any questions, please call me at 744-4580. Cordially, Susan Madison Conservation Aide SM/sam Enc: Order of Conditions 64-55 & 64-68 plans SHEET N0. I OF 4 HARBOR 57. E ❑ 5T. �I � y PAL Drill Hole (Fnd) 'F' mT YACHT Lo Pt t y -A CLUB 9 m• n LOCUS co 01 O N Palmer Cove Pf y Ao, W Z S TFi LE c m KEY MAP n TRACED FROM N.O.S. CHART" 13276 n SCALE : I TO 10000 In Z In Vi Z Fa a� r t o Drill Hole B co C/c p6 o (Se+) Exis+in9 Ground 11 \ AE •z•g 3o O Y``� Seo LONG POINT � S/o / / A �& _ • �66/ M/4 9 / n / • 3 3.3 i i ?.S�y y ', \ Dred 'e to Elev. 8.0 M.L.W. 4 �'O 4 N / 7 Z.3 3,e / 36 `rS�b2.-j"`'�4 �� °Y Limit Elev. 9.0 S' Oti -1IF 6 S 0 > S�� m a r' (>i i� 9 SZ S6 S / SS Vonnble rn • S.p S g 3 S4 ?'9 34 �CO 'o eQSe/! �1 l9 G+93.04 I• / / 6 S 4 • 3.9 '3.9 A .S -O S e V 1 q�. rI�',- BENCH MARK i/ 37 : 9/ S06 &� S•G y9 5 9 0 $` -OZ2 \OS S -�✓�356g Drill Hole (Fad.) 'E' S 9 �Mc_c Drill Hola (Fad.)�X" I .6•'/ �-. S.9 S 9 2.6 ` ---o-- •/ W *O� Q•G 6.2 gZ 4 6 s.0 43 > p-3 0Z 0.8`\ _'g -°>` Apt? "; M••� , Oo9 TYPICAL DREDGE SECTION - EI. 14.39 M.L.W. 6 6 _ �O 4 S S 6 3 6. >. 5 4 .3 Q > 4 0 �.3 ?z V --- CD / No+ to Scale S 2 3 S 4.0 0. p O, -> O O. S 9 S 6 S > 4 / 8 > -'4 9 SS o.g p 0 2 /.3 ! S o�S 2./ 33 X00 ei S > • • • • 6 i0 • 9 s 6 S3 / Z /•E Z -Z / 6 i > r 0 / 59 O 6 6.4 . 4- 6 3 . S4 3, 9.9 S @ 33 ? > 0 0 / •6. /-9 2.a 2.6 2.6 - 3.6 3Co 33 c� S 9 S 6. > / > 2. 3' li 9 6 .2 6•@ 6S z 9 66 Sj S ? S6 S3 S' S> /2 34 3 Z 2-E 3 f 2.6 31 55 35 g6 g3 3 6 6 'S 6S li 66 S9 G S S. S 3 S> 4.g 4 > S/ 3� 1 y4 6 6 S 4 S 43 3� 3' 3 �' <+. I S• 6 9 �-9 >, C., 6,y 9 S 8 $-9 S 3 S 9 S j 0 SS S j . •S y�9,. q,� .Q'T�6,}- ' .7 6. ------------ 3.e - 8 } > O G• t 6. 6.9 64 9 .4 Se a 4e S�� 6,3 6.3 6.1 5.6 6.4 6.9 7.0 6.6 G.9 73 G.11 • 1 4 G 6 6,3 6.o s9 _ S' i60 `�0 6.2 -7.0 7.G 1 3 1? 18 C•6 0.6 6 6>•O S,4• .4 g >0 6,4 6,4 5 S4 4 3 SS 1 6 ,/v S<y S,B 6. 1 6.2 6.0 6.4 7.0 7 3 A 6, J s ' S 6• 1 q ?• tl 03 4 • /• 6 >4 4 6 6 6.9 6 3 6'4 54 3. 3 > S. 1 3 6.3 7.2 8' �O S � 6• �4, > 6, 3 6. Z S 4 > 9 > 6 / S 5.6 7.0 7.1 13 4 8 6.G 49 6 9 63 2. 9 39 ?3 ?,o ?.4 / 9 4.9 4.7 4. 1 7.3 �.p l .� 19 1• $ + ; 4 g 6 6 6 8 6 4 4 / 0 24 / @ O9 / 9 ./ ZZ BG 2. 3. 4.5 5.0 G Re or+ed I 19 \ O.q O 0 g / 4 6 / ' / / ' Z/ :2 6 2.4 1 3.B 6.0 5.5 9 7. Ledge L 4 -S , .4 0. '4 , -4 '4 , , , .o .z Z• 2. 1 2.1 2. 4. 3.7 • -•- �.0 9 SALEM HARBOR 4 0 O•S O'3 0 �� /Z / G 39 4 / 4 / •S /'6 2- l / S / .6 z 3 2..4 2. 4 2.1 2.1 2.3 Z.G 3.7 2.8 4.1 A 48 1 ,A 0 Ti O 0. Os 03 4 0., / /,4 ?.4 / / 4 / / 3 / 6 / .6 , e /. <9 2 2 2.7 2.9 3.2 G 3• g2 0 ,.. d I o8 0.3 o O ; / / /,4 /.6 Z 'S , / '4 .8 / a / s Z. 2.2, Z. 1 2.3 2.3 2.8 2.7 3.0 3. G 31 3? Q9 dim I O I / 9 0 /.6 / / / 'o / S / 4 Z./ > / 23 2 2'3 2.5 2. 1 7.5 2.6 3.3 3.5 3' 33 33 g15 AA � al i O9S / O / '6 O p / / -4 , '� I -S / 6 / S /.8 / > ?. 9 Z3 2 9 Z.4 2.6 2.7 3.3 4p 0 O / a 9 6 9 4 > S / 'S 2. /. 4 2 Z 4 2.5 Z.4 2.6 3.1 3.B 4.1 3? 39 b4 �o'S oe O9 p.9 /'6 o O ,/•S Z/o zo �S> -9 '�4 2?2 Z 3 2 9 22.� 2 2'4 22-7.5 3.1 2.5 36 3.7 ao 4.0 9 a2 Drill Hole A I 1 S p p 6 /,8 / S 4 7 2.$ 3.0 3.8 40 9 3.9 (S¢t) Qo 8 4 O 6 .S / /.S t.O �.6 / o /.S / 2 •0 S � O O.8 <C0. O / 6 /.S / 4 / / S ZO Z .9 / > � / Z6 22 2.6 2.5 3.0 2.8 3.5 3.Z 3 .G 4.0 3.8 AZ 38 4.2 A2 A3 A OSS, O 6 / / /'S / > / S / S /•8 / Z /'9 Z. •4 2 > 2'4 3 9 2.S Z .5 3.3 3.3 3.7 3e 39 5 t 3.7 3.G4.0 4 A' OS ; O'6i o9 Z i s / S / S / e z > /•6 2 a 2.6 Z./32 0 X70 3.0 3.1 3.8 3.9 3.5 3.5 3G b.2 5 A5 6 1 / / , 3 / 8 'o Z.0 / .0 2 2/ Z / Z.9 Z.8 2.9 3,3 3.7 3.7 3.7 3.cc 4.3 4 0 A O 1 5• A 2 6 Z .S / •9 / > Zo Z. / 9 J e ?(a 2/ 2 /3 2..0 3.0 3.2 3.4 4.0 4,1 Z A A.3 4r.15 Qp 9 / 2 O 9 S ?. 9 Z 2 9 3./ / 2. /. ?. o Z •9 3 2. 2. 3.Z 4.0 3.5 g.g 3.9 42 a • 4. 0 l / .6 / 9 / 9 / @ ? O Z./ Zio / 6 ? S Ze 2.3 3 @ 2.8 3.2 3.3 3.9 3.1 3.G 4.5 A4 A � 3 a5 bQ / 0. 6 G / 6 ?p ? 2 2/ ? 4 ?'� g.g Z.6 2.7 Z9 3.o 3.3. 3.2 3,B 4.3 y q� 4. bl k3 0 9 /.6 �6 / 9 z,0 2 Z / 2 0 ? 8 Z 2 ?6 Z 4 2- 8 3.4 3.5 3.4 3.5 3.7 3• A A 5 9 / > /.9 Z.p ? 6 26 ZZ0 Z,0 Z.3 e.4 3,0 3 / 3.2 3. 5 3.z 2.8 3.5 3.9 3.7 4.0 38 A Z q .2 b8 A. (o Z.l Z.4 Z. Z Z / 2.3 2,S 2.9 Z O A b. -e Z S Z. 2,S 3.0 7 3.3 3.4 3.4 3.io 4.0 5.0 4.7 4. 4,4- 12,1 9 1 ' to ?oS 3.0 2• 3.2 3 .8 4.2 A A 9 `9 G 2 / 2.1 ?.S z•S z'o Z. 9 g 9 3. I 3.5 3.7 3.13 4.4 -3.e? A-.4 A 8 2 2. / 0 3.0 3.14.l t'.6 1 pa �+ 2. O 2.4 3. S 3.5 3. 0 3.0 4.1 3.7 4.0 4.2 44 A.3 A-5 b 0 5, 07 6 Z,6 z9 3.4 3.0 3.2 3G 3.5 4.2 4.�0 45 A .2 4� q9 53 2. 9 3. 3.4 3.3 4.A 3 2.9 2 3.0 3.G 3.6 3.9 4.9 4.G A b A• 8 5 o, Z,e 3.2 3.2 3.8 4.8 4.3 50 52, 2.9 2.9 3.2 3.8 3.8 3.9 4.7 .4I4 4A 5A- Z.O 2.8 3.4 4.4 4.1 4.1 4.9 q2 A9 9 2.8 3.r 4.1 PROPOSED HARBOR IMPROVEMENTS 2.8 4.7 4.4 2. 5 2.7 3.7 4.0 PA L MER CO VE 4 2.8 2.8 3.8 4•Z 3.7 3'9 41 4s MAINTENANCE DREDGING 3.7 A.(0 NOTES: 3.7 4.1 Soundings are in feet and tenths on the plane of Mean PALMER COVE /N SALEM HARBOR 3.7 Low Water. Minus figures represent elevations above that some plane. SALEM �I • Represent existing timber piles. PLAN 8t DETAILS PLAN Refer to 'Transit Book 1042 , Sounding Book 944 100 50 0 loo zoo Dredged (material is to be placed in scows and disposed DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 7=7ir7=7777777= _j of within the limits of the existing dumping site at DIVISION OF WATERWAYS SCALE : I"= loo' 420-25!-42° N 70°-34'-00° W (2 N. mi. diameter. ) APRIL, 1980 DESIGNED BY (Foul Area ) TRACED BY D.E.a. E. REVIEW BY DATE CHECKED BY CHIEF ENGINEER, WATERWAYS CONTRACT NO. ACC. NO. / 1 ' ° �xP�u�.�iue Dice a� �mnun�aovneen� �� ri 0/ July 29 , 1980 Salem Conservation Commission ,Town Hall Salem, MA 01970 Dear Sir/Madam: Enclosed is a Notice of Intent form and attached plans for the proposed work intitled "Channel Dredging, Maintenance Dredging, Palmers Cove, Salem Harbor, Salem, MA". The proposed work includes channel and basin dredging of 40, 000 c .y . which will be disposed of at sea. The disposal site is at 420 25 ' 42" N, and 700 34 ' 00" W, and marked "Foul Area" on coastal charts . The project ' s Environmental Notification Form is en- closed along with the Army permit application, Water Quality Certificate application and locus map. We respectfully request that your Conservation Commis- sion waive the $25 . 00 filing fee as a courtesy extended to our agency. Very ul yours , C John J . Hannon, P. E. Chief Engineer enc FORM 3 WETLANDS PROTECTION ACT MASSACHUSETTS G.L. C. 131 a. 40 \ NOTICE OF INTENT All. parts of this form and the attached Environmental Data Form shall be completed under the pains and penalties of perjury. Incomplete filings may be rejected. DATE: July 25, 1980 Conservation Commission of (City/Town): Salem_ Ma. 1. Notice is hereby given in accordance with the provisions of Massachusetts G.L. c. 131, a. 40 that the proposed activity described herein is within the jurisdiction of (City/Town)Salem , C' ) (off of) Lafayette Street Most recent recording at the Registry of N/A , Book T Page - Certificate (if registered) 2. The land on which the work is proposed to be done is owned by: NAME(s) NSA ADDRESS 3. The Applicant submitting this Notice is: NAME Division of Waterways DEQE ADDRESS Room 532. '100 Nashua Street TELEPHONE 617-727-4797 Boston, Ma. 02114 (Optional)The following person is hereby designated to represent the applicant in matters arising hereunder: Name John J. Hannon Address Same as above Telephone 727-4797 4. Plans describing and defining the work, included herewith and made a part hereof, are titled and dated:"Proposed Maintenace Dredging" Palmer Cove, Salem Harbor, Salem. 5. Identical material has been submitted by certified mail as follows: Original to Conservation Commission (Date)July 30, 1980 Three copies to appropriate regional office of the Department of Environmental Quality Engineering (see map for regions and addresses). Date July 30, 1980 Northeast X Southeast Central Western (Form 3, continued) 2 _ 6. Has the required $25.00 filing fee, payable to the city or town, been included with the submission to the Conservation Commission?- - No (� 7. Has the Environmental Data Form been completed and submitted with each copy?vFs 8. Has a locus map (8�" x 11" copy of USGS topographic sheet with the site marked) been included with each copy? YES 9. (A)Have all obtainable permits, variances, and approvals required by local by-law been obtained? YES or are pending (B)If they have not been obtained, have they been applied for? Yes If yea, include with this Notice of Intent any information which has been submitted with such applications which is necessary to describe the effect of the proposed activity on the environment. , 10. (A)Is the site of the proposed work subject to a wetland restriction order recorded pursuant to G.L. c. 131, s. 40A, or G.L. c. 130, s. 105, by the Department of Environmental Management? Yes X No Do not know (B)Is the site of the proposed work in, or within 100 feet of: a coastal dune ; coastal bank ; coastal beach salt marsh land under the ocean X ; a salt pond anadromous/catadromous fish run ; do not know ? 11. Signature(s) of owner(s) of the land (if by agent or option holder, written author zation must be attached) 12. What is the purpose of the proposed project? To perform maintenance dredging in Palmer Cove, SalemTHhrbor. Dredge a channel and basin 1375' long, 100 to 400' wide and dispose of 40,000 cy. of material at sea at the marked "Foul: Area", 42°-25'-42"N, 70°-34'-00"w. 13. I HEREBY CERTIFY UNDER THE PAINS AND PENALTIES OF PERJURY THAT THE FORGOING NOTICE OF INTENT AND ACCOMPANYING ENVIRONMENTAL DATA FORM ARE TRUE AND COMPLETE. -73i � S gnatur Applicant Date WETLAND PROTECTION ACT ENVIRONMENTAL DATA FORM 1 . All parts of this form are to be filled out by the applicant or his agent under the provisions of O.L. 'CH.131 s.4O." 2. Vaere a section is not relevant to the application in question, the words "Not applicable" should be entered on the appropriate line. NAME OF APPLICANT Commonwealth of Massachusetts, DEQE, Division of Wa+erways 100 Nashua Street, Boston, MA 02114 ADDRESS OF APPLICANT MUNICIPALITIES WHERE ACTIVITY IS PROPOSED AND NOTICE IS FILED. Falem DESCRIPTION OF PROPERTY INVOLVED The property consists of that IN APPLICATION (including the dimensions portion of Palmer Cove in Eatem Of any existing buildings, decks, marinas, Harbor previously dredged in 1960 existing cesspools) DESCRIPTION OF MODIFICATIONS PROPOSED Itis proposed to dredge 40, 000cy ON THE SITE, including grading, dredging, of material and dispose of it at removal of vegetation, etc. sea in an approved disposal area A. SOILS 1. United States Department of silt and sand Agriculture Soil Types (show on map) 2. Permeability of soil on the site. (Dates of testing) n/a 3. Rate of percolation of water through n/a the soil. (Dates of testing) R. SURFACE WATERS 1. Distance of site from nearest in water surface water (Date of measurement) 2. Sources of runoff water adjacent land Y5 _ 2 - 3. Rate of runoff from the site n/a 4. Destination of runoff water n/a S. Chemical additives to runoff n/a water on the site C. GROUND COVER 1. Extent of existing impervious none ground cover on the site 2. Extent of proposed impervious none ground cover on the site 3. Extent of existing vegetative none cover on the site 4. Extent of proposed vegetative none cover on the site D. TOPOGRAPHY 1. Maximum existing elevation on site lft, above M LW 2. Minimum existing elevation of site 8ftbelow M LW 3. Maximum proposed elevation of site no change 4. Minimum proposed elevation of site 8ft below 1\4LW S. Description of proposed change in topography Dredging to 8ftbelow ILW E. GROUND WATER 1. Minimum depth to water table on site (at time of filing) n/a 2. Maximum depth to water table on site (at time of filing) n/a 3. Seasonal maximum ground water elevation n/a F. WATER SUPPLY 1. The source of the water to be provided to the site n/a 2. The expected water requirements (g.p.d. ) for the site n/a 3. The uses to which water will be put n/a 26 - 3 - G. SEWAGE DISPOSAL 1 . Sewage disposal system (description n/a and location on the site, of system) 2. Expected content of the sewage n/a effluents (human waste, pesticides, detergents, oils, heavy metals, other chemicals) 3. Expected daily volumes of sewage n/a H. SOLID WASTE 1. ' Estimated quantity of solid waste n/a to be developed on the site 2. Method for disposal of solid waste n/a 3. Plans for recycling of solid waste n/a I . MAT YARDS, DOCKS, MARINAS 1. Capacity of marina (number of n/a boats, running feet) 2. Description of docks and floats n/a (site, dimensions) 3. Description of sewage pumpout n/a facilities (type of waste disposal) 4. Description of fuelling facilities n/a and fuel storage tanks 5. Description of fuel spill prevention n/a measures and equipment J. IMPACT OF PROPOSED ACTION APPLIED FOR 1 . Effects on plant species none (upland and marine) 2. Effects on marine species (shellfish, finfish) none 27 _ 4 _ 3. Effects on drainage and runoff none 4 . Effects on siltation of surface waters none 5. Effects on groundwater quality none 6. t;ffects on surface water quality none K. ALTERNATIVES TO PROPOSED ACTION 1. Describe alternatives to the requested action no dredge 2. Describe the benefits of the requested action over the alternatives This dredging project will allow the continued use of the channel and basin in Palmer Cove originally dredged by the Division of Waterways 28 v 0.0 M.L.W. ' . > R1V R• � � pR� " . SALEM 5, - D6RBY P EXISTING 'GROUND GROUND R, r 3 3 v A2' 31 20 �1 LIMITS OF 1.l LOCUS O -80 M.L.W DREDGING [;DREDGING LIMIT) s 1 - J r¢ m po aTNc r VARIALE - o ' Tk �P 6 HORIZONTAL 1"=G0' VERTICAL 1"=G"' KEY MAP Q TRACED FROM NA.S. CHART 13267 TYPICAL DREDGE SECTION v I°e0000 Sx OF BOAT RAMP LONG POINT ao YgCHT CLUB Mid +2 y I + A• ............ —s ke CONAL YRUB 3 I .� MANE RY. 2.0 +,_n.w.N".' �i + W s.o ._........ .......... .. ...........M SALEM BENCH MgRK , a +_ .D.H. IN WALL I' 3.D h'fIRBOR EL. 14.39 M.L.W. ¢It + + + I, AREA 70 BE DREDGED T0-5"38 .O M.L:W. +6'3 +'"3 +- + - -5.o DREDGING LIMITS / '+-'.° Q3 +a a +-� +-5'O SHOWN IN RED REPORTED LEDGE 7 _ + 3.9 3 0 ' U � +-'; 1 I O"G -3.5 Z ' + 0 , +'+ i u Ld. 0 a � ADO PALIV,67iQ COVE �m0 3 MASONRY f- PLAN ' WALL O too 200 300 - 10=300, PROPOSED HARBOR IMPROVEMENTS ELEVATIONS ARE IN FEET AND TENTHS ABOVE MAINTENANCE DREDGING TME PLANE OF MEAN LOW WATER. MINUS FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE. _ - PALMER COVE /N SALEM HARBOR 40,000 C.Y. OF DREDGE MATERIAL IS TO BE SALEM PLACED IN SCOWS AND DISPOSED OF WITHIN ESSEX COUNTY MASS. THE LIMITS OF THE EXISTING DUMPING SITE AT 42t-ZS'-4Z', N , 70'-34'-00"W ( 2 N. MI. APPLICATION 8� DIAMETER). ( FOUL AREA) DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING COMM OF MASS. — DIVISION OF WATERWAYS JUNE 25,1980SHEET I OF I ACC. NO. 05154 ROBERT A. BRAMAN CIVIL ENGINEER 8 SURVEYOR WAREHAM,MASS. Z •i 1�J ��O � � l� �av� � s /� � `pig. '�� n7.� N-• \ •.l ° r �,, l ��1 •r � •obi ` • � .. o � � �� , � 31 � � �'� ..v � � � 1. m � � b`d/ / 3 o\ •� d w ., _ S O �, Y r i �O Q � � 'I/hi lel �7 ��10�� 2 I �� HI(H NO � ' 4�I �' C o � S • OZ •-�- "�_/ �7 fy � � .r�` � �J2• ��.Jy lW F� � a �� g' � /* /Q �\\� �� Y � � °°oV�< jo0••�,�F- F_ � p(��, ' �1 � F\� �. � �.Dd� - � C c-u o � q � �d r• ,�• y` m IFS �••� �� 0 0�� 9: � � < .J O � o m ' O s ro o 0 c r , ��• �\ �, �n m`a •^ Z F m —1 ` 0 �° 17�m .o I 3y. ILL 0• -� o � D Z L� • .+ m v �£YSc of'f,�. ro°�' � � p`1 "" 9 m _ .. - � I •-0 v o � m . ` \\1 z ' `_.- � fn y�Al Vl � • m� � GF^. � Zee I��m 11 �/'�l'F �-'� \\� m LLLJJJ 4 a jz �'"be Y o �J��, m�\� �� \ �yO o\ ••11 7 v _� �s-{�. � 4/7j, _ vLc3 n ° �� c •'�srtr w °' 7Y .. o�` A-1 � ..O v2.�,It amu, %I � A/ s I 'D D R ��s �c L i a w ®w •�. �1� I / !:1 . ( / ��] 130 tea. "` - 1 i A� j — � N � �4�� tl I ., �o� � \\�Sd�: i ✓�O ` � \ � � 30� O O � w 4 _ RBLEHEAD �Dy •� � :`�. Pm 'h + cn3 ° w W A o o MA CHESTER c M1. yl.J MI, TOI MASS, 128 O N w o N lw1 O o �. � -�'x �xeca�iirae ��ice a� ��uv+i�arunzPnv� �z July 29, 1980 Thomas C. McMahon Division of Water Pollution Control 110 Tremont St. , Boston, MA Re: Water Quality Certificate Application Dear Mr. McMahon: Attached is a set of plans for the Proposed Maintenance Dredging, Palmer Cove, Salem Harbor, Salem, Mass. The project consists of dredging a channel and basin to 8.0' below MLW, 1,375' long x 100 to 400' wide. The 40,000 c.y. of material will be disposed of at n O n O sea, in an area marked foul area", 42 - 25 - 42 N and 70 - 34 - 00" W. The work will be performed by dredge and scow equipment. No land access will be needed, and all precautions will be taken toprevent the possibility of con- taminating any land or adjacent waters. This project has been designed in accordance with all Federal, State and Local Rules and Regulations. Enclosed to help in your review and consideration of the project, are copies of the Standard Water Quality Certificate Application form and test results; the ENE which has been submitted to Department of Environmental Quality Engineering's MEPA section; the Notice of Intent filed with the Salem Conservation Commission, (Order of Conditions pending) ; and the permit application which has been made to the U.S. Army Corps of Engineers. Your usual prompt consideration will be appreciated. �V ry ruly yours, JOHN . HANNON, P.E. Chief Engineer enc July 1980 Mass Dept of Environmental Quality Engr. Division of Water Pollution Control 110 Tremont Street Boston, MA 02108 Gentlemen: It is the intention of the DEQE Division of Waterways to dredge approximately 40, 000 cubic yards of material from Palmer Cove in Salem Harbor. Salem The dredging is as shown on the accompanying plan and consists of redredging an area previously dredged. The rnaterial is to be disposed of at sea at the foul area located at 42025' 42"N, and 7:O 7-'00'1%V which is 2 N. miles in diameter. , Ver'i rul )nn rs, ( / J0!in J. 1•inrwn, PE . -Gbief .Engineer rIASSAC1111S1'.'I'I S DIVISION OV WM ER POLLUTION CONTROL 4 • t C3Application for Certification for Dredging, Dredge ' Material Disposal and Filling Projects , F` Part I - Standard Application _. ', Name and Address of Applicant; . Department of Environmental Quality Engineering,Division of Waterways , 100sh} 1Street,Boston y Celephone Number: 727-4797 John J . Hannon,Ghief 2) Name and Address of Authorized Agent , if any: Fnaineer Telephone Number: 3) , Description of Proposed DredSing Site: v A) Describe in detail the proposed project or activity , including the locatlnn, the purpose and intended use of the project , identification of the waters of the Commonwealth affected by the project , and the water quality classification applicable to those waters . Tt is proposed to redredge the @ntrance channel and basin '. at Palmer Cove in Salem Harbor. The area was previously dre-d of Waterways and this dredging is considered by the proponent to be a maintenance pro,lect . -Toe area _ e cTredged to a depth of feet below mean low water. 40 ,000 cubic yards are -to be removed by a clamshell or uc e dre ge w is wi oa he materia into scows for removal and deposition a the Boston Foul Area at a - 1 _ —�o=rrt c a e - - 53 J }FY. pp 7p� r Date Activity to commence Oct 1980 Date Activity to be completed ,hc.. B) Attach a plan(s) of the proposed project drawn as follows : `, r- i? t'M Vicinity Nap. Identify the map or chart from which the vicinity map was taken and show the following: g CX Location of the activity site including latitude and — longitude and river mile, if known. Name of waterway. W X All applicable political (county, borough, town, city , etc . ) — boundary lines. X Name of and distance to local town , community, or other a' identifying location. -- Names of all roads in the vicinity of the site. . X Graphic scale, X— North arrow, . Plan View. The plan view of the proposed activity should show the following: X Existing shorelines.- Ebb horelines.Ebb and flood in tidal waters and direction of flow in rivers. North arrow, R Graphic or numerical scale, s F*- X Hean high and low water lines if the proposed activity is located in tidal areas. X Ordinary high water line and ordinary low water line if the proposed activity is on a lake or ordinary high water if on a stream, f t R Water depths around the project . ' X Principal dimensions of the structure or work and extent '> of encroachment beyond the applicable high water line , _X Waterward dimension from an exist Ing permanent fixed r .-. .. . _ structure or- object, s*, ,ALIS r H y _ NIN Distance between proposed activity and navigation channel, Cwhere applicable. Y, X Harbor lines, if established and if known. X Location of structures, if any, in navigable waters immediately adjacent to the proposed activity. X Location of any wetlands , swamps, marshes , etc . Identify X Proximity to any designated areas of critical environmental s' concern/Areas for Preservation or Restoration (ACEC/APA) r : (See CZH regulations) +> Elevation and/or Section View. The elevation and/or section view of the proposed project should show the following: X Same water elevations as in the plan view. Depth at waterward face of proposed work. Show dredging grade. Graphic or numerical scale. CX Cross-section of excavation including approximate side slopes. C) Physical Description 1. Illat is the length, width, depth and volume of the } proposed project? Length 4 0 yds , laidth 33 & 90 yds, Depth ee Volume 01000 cu. yds. a. 2. Is the proposed project considered ( XXXXXYXXdCtXX or (b) maintenance of an existing project?yes w; 1. Describe in complete detailthe physical deedging operation including descriptions of the type of dredge equipment , i .e. , hopper dredge , hydrnnlic dredge, etc. , the type of transportation to be used n from the dredge site to the disposal site , the method oC release of the dredged material into the disposal site, and the name of the contractor if other than - - - ------ the applicant . See first page' Contractor not selected, will be by competitive bid i f d, v D) Elistorical Parameters 1. To the best of your knowledge,, does the proposed project fz area have any past history of : i a) chemical or .oil spills or discharge? Yes Nog_ • b) upstream or on-site industrial of 3 municipal discharge Yes No X c) chronic pollutant loading from port or harbor use and/or other indirect sources of pollutants? Yes:_ No X To expedite processing for any affirmative answer , provide as much historical information as you ,have, including dates , amounts , concentrations, etc. , of such spills or disch,3rge . C2. 1,11,1t is the expected fe yden�cV of maintenance dredging of this project? Explain. Y Last dredging was in 1960 s., .A v tiY }\/ �Yr-• r_ -5- e' 5- tYe 4) Description of Material to be Dredged A) �,. Grain Size Analysis , �{r A complete grain size analysis of the material to be dredged Nr is required. A single pooled representative sample will be analyzed initially. Based on the size and location of the of this initial analysis , the Division project and the results g may require additionalsamples to be analyzed subsequently. ' Size Fraction % of total by weight T coarse gravel 64 mm Cine );ravel 2-64 mm find .063-2 mm ore aine3-On—SO sieve r o re aine on 0 sieve slit .no4-063 mm o pa e o pan clay .004 mm see attached results B) Chemical Analysis of Sediment A complete bulk analysis of the material to be dredged is required. , A single pooled representative sample will be analyzed initially. Based on the size and location of the s of this, initial analysis , � the project and the result Division may require additional Samples to be analyzed I subsequently. see attached test results volatile solids 7 oil and grease mercury (ppm) . cadmium ead - ;+ - {-hromium - coppe'r g' t f State test methods used for each. test in A) and B) above , 1 T. and name person conducting [est . Grain size by Robert A. Braman,Ps' Chemical analysis by Keith A. Hausknecht , ERCO a 5) Description of the Disposal Site for Dredged Material . A) Location of proposed disposal site and its physical• boundaries, CBoston Foul Area B) Has the site been designated by the state or E.F.A. as a dredge z_ disposal site? Yes X No If yes, supply any available documentation as to effects of other authorized dumpings that have been made in the dumping area (e.g. , heavy metal background reading and organic carbon :' content) . ��ct If no, give a description of the characteristics of the proposed disposal site and an explanation as to why no previously designated site is feasible. iE C) Is anticipated disposal site located within a designated ocean sanctuary as established by federal law or G. L. c._132A, A 13? Yes No If yes, which sanctuary? xt,. W". „t: D) If disposal is anticipated to occur on land , indicate drainage characteristics from the results of test pits ,. borings and t?' percolation tests as applicable, � r r E) How long is disposal site estimated to be in use? Indicate the duration of this disposal action and anticipated future use of site. unknown F) Include plans of proposed site as described in Item 3 (b) above, unless ocean site is proposed , If land disposal is proposed; include plans for effluent control at the disposal site. n/a { ' i 2. rl Y e ri. F n y a 4 .. ��. )) rlppllc .r[ ion Is hcrehy made for Wa[cr Quality Ccr[ iflratlnn ccnccrning rthe ortivllIvo dgsrrlhod hercln . 1 rcrtify that 1 om rnmlllnr with IN inrnrmatlnn rnntnined in thin nppllrntion , -nnd that to the hest .. SAY or my knowledge and hailer such Information is true, complete, and nrc.urnte. I further certify that l possess, the authority to undertake r ` the, proposed activities. y, 34 Date ign t of Applica or 'z Au nit Agent = 4 John J . Hannon,Chief Engineer Division of Waterways q The application must he slgnbd by the applicant ; however , it may he signed by a duly authorized agent (named in Item Z) if this form is accompanied . by a statement by the applicant designating the agent and agreeing to furnish upon request , supplemental information In support of the application. .. Y i e T.-17 ','t, F,r' AS 'n s ev,'r ZI L ROBERT A. BRAPAAN Sieve Analysis Palmer Cove in Salem Harbor, Salem, N. H Weight of Weight of Sieve# Sieve Sieve & Sample Net Retained %, Pass 4 594. 0 595. 4 1. 4 1. 2 98. 8 10 510. 0 . 518. 2.. 8. 2 6, 9 91. 9 20475. 7 493, 5 . - 17. 8 15. 1 7.6. 8 40 457. 7 474. 1 16. 4 13. 9 62. 9, 80 438. 2 458. 9 20. 7 17, 5 45. 4 200 399. 0 424, 3 25 . 3 21, 5 23, 9 ` PAN 374. 8 403, 0 28, 2 23. 9 0 Weight of sample 117. 8 Sample taken March 26, 1980 Sample No. 1 Station 1+0 (Basin) Tested July 14, 1980 Note: Sample contained quite a few shells and snails. The large shells and snails were not tested. r civil engineer& surveyor 444 main street wareham, massachusetts 02571 telephone 295.0637 s t ROBERT A. BRAMAN -r. Sieve Analysis' Palmer. Cove in Salem Harbor, Salem, N. H. ; Weight of Weight of Sieve# Sieve Sieve & Sample Net Retained % Pass 4 594. 0 598. 1 4, 1 1, 2 98. 8 10 510. 0 514. 8 4. 8 1, 4 97. 4 ^ 20 - 475. 7 486. 0 10. 3 3. 0 94. 4 40 457. 7 480, 8 231 6.7 87, 7 r- 80 438. 2 487. 4 49. 2 14. 2 73. 5 200 399. 0 509. 5 110. 5 31. 9 41. 6 PAN 374. 8 518. 7 143. 9 41. 6 0 Weight of sample 346. 5 Sample taken March 26, 1980 Sample No. 2 Station Fan# 1 (Channel) Tested July 14, 1980 _ n civil engineer& surveyor 444 main street wareham, massachusetts 02571 telephone 295 V P.'..1 ..:.:IV r i O RESULTS OF - CHEMICAL ANALYSES OF SEDIMENTS FROM PALMER COVE, SALEM Prepared for: Robert A. Braman Civil Engineer and Surveyor 444 Main Street Wareham, Massachusetts 02571 T Vit. Prepared by: Environmental Sciences Division Energy Resources Co. Inc. ,^ — - - - 185 Alewife Brook Parkway . . _ . Cambridge, Massachusetts 02138 N, July 11 , 1980 r`1 _ hM 1 . RESULTS AND SUMMARY OF ANALYTICAL METHODS , In this report, results are presented from chemical F' analyses of sediments (Table 1 ) and elutriates (Table 2) :. from Palmer Cove, Salem. Sediment samples were collected on June 11 , 1980 by ERCO personnel at two sites (designated #1 and #2) in Palmer Cove. Sediment samples were returned to r- the laboratory and stored at 4"C according to the U. S. EPA and U.S. Army COE "green book" specifications (U. S. EPA and U.S. Army COE, 1977 ) until processing was begun. For bulk chemical analysis of the sediments, a homo- genized subsample was removed and split into aliquots for each analysis. Analyses for volatile solids, oil and grease, and water content were determined according to .. Y methods outlined by the .U.S EPA (1979) . Grain size analysis utilized methods of Folk ( 1974 ) . Samples for trace metal analyses were digested according to methods of the U. S EPA 4 ( 1977 ) and analyzed by atomic absorption spectrophotometry (U.S. EPA, 1979 ) . Analyses for PCB' s were extracted and analyzed by gas chromatography according to methods of the U.S. EPA ( 1977) . Elutriates were prepared by mixing sediment and seawater in a 1 : 4 ratio by volume according to the green book specifi- cations (U. S. EPA and U.S. Army COE, 1977 ) . The sediment was removed from the elutriate by filtration. Metal analyses of the elutriate were conducted by atomic absorption spectro- photometry after concentration by chelation/coprecipitation (Boyle and Edmond , 1976; U.S. EPA, 1979) . Oil and grease was determined by the methodology of the U.S. EPA (1979) . Determinations of PCB ' s were made by solvent extraction and _gas chromatography according to methods of the U.S. EPA ( 1977) . -1- R. Table: I. Results of bulk sediment analyses 6RCO Volatile Grain size (wt.%) Trace metal concentration (jig/g, dry sediment) y; Sample I.D. solids Water - II number number (wt.%) (wt.8) CaCO3 Sand Silt Clay As Cd Cr Cu Pb Hg Ni V 'Ln j! 30.7 47.3 38 1.7 1,200 93 250 0.47 45 230 210 1 50-716 20.3 70.2 14.1 7.92 . 2 SO-717 15.6 75.9 0.54 7.73 39.6 52.1 40 2.1 1,600 105 280 0.68 45 230 270 - S tl 6RCO f{ Sample T.D. Oil and grease PCB dad . number number (mg/g., dry sediment) (ug/9, dry sediment) 50-716 5.56 2.11 F (f 2 50-717 6.78 2.81 F 7 o- P - Table 2. Results of elutriate test ERCO Trace metal concentration (jig/1) Oil and Sample I.D. — --- grease PCO number number Its Cd Cr Cu Pb Og Ni V Zn (mq/1) (Pg/1) 1 50-714 <5 <0.1 <5 <1 <1 <0.02 <5 <20 <10 0.1U <0.01 2 50-715 <5 <0.1 <5 <1 <1 <0.02 <5 <20 - <10 O.OU <O.01 i to 2. RE FERENCES . Edmond . 1975. Determination of trace Boyle , E.A. , and J metals in aqueous solution by APDC chelate coprecipita- tion. Pages 44-55 in T.R.P. Gibb, Jr. , ed. Analytical Advances in Chemistry Series methods in cceanography . No. l Society, Washington , D.C. 147 . American Chemica Folk, R.L. Petrology of sedimentary rocks. Hemphill Publishing Co. , Texas . 192 pp. 1977 . Interim U .S. Environmental Protection Agency• methods for the sampling and analysis of priority nd fish ti pollutants in sediments aOffice Of Research Monitoring and Support Laboratory, and Development , Cincinnati , Ohio. U .S. Environmental Protection Agency. 1979 . Methods for S. Enviro-mental chemical analysis of waters and waste Monitoring and Support Laboratory, Office of Research Cincinnati , Ohio. EPA 600-4/79/020 . and Development , Washington , D.C. U. S . Government Printing Office , U. S. Environmental Protection Agency and U. S. Army Corps of Engineers. 1977 . Ecological evaluation of proposed terial into ocean waters , discharge of dredged ma Implementation Manual for Section 103of IL L 92 -532. Environmental Effects Laboratory , Mississippi . Engiiner Waterways Experiment Station, Vicksburg , Second printing , April 1978 . -4- rr .�"°)'""i'I'C^.-S r } ` ,la 1 r n -t rEr i ti` A /r y 'n ... x „' ':r `F'~' ° ♦ , ✓ s '; -�� ` v � 'baa ': �.rr /�s S= ri � k � �S , � ° 3. � !' � •" r, ! , S ,_Fr'M` u t-t '�' !,•Ss1` Y': " 't r tr,'� y i, 'x HnRps ao " �£v.�5+h rJS' rYrs� A 'yam .; r .•-p '' Y ' I01 n IR +I + cSlj n Y ry 1„ ._T/ x a i ry 'R r ruc s J SALEM O.c P`ll irs > +F b EXt$T1NG GROUND � 1� ' ; 71" 1.` t .�4i"'r , a ,: (-3� � m �" [ • �� 42 91 ,20 jfMITS `- 'MI�Y4DRSDGING EIMIr) 'p�V14 VARIA®LE .K Y AP;. ; F" YERTICA.� 1 G r M , t Q -TRACED PR QM NO S, CHART f32 7, rk! t � ` " nTYPICAI. ORDG� SECTIpN V ,, : C Y c e 7 v Alt 1 t + BOAT RAND Cl CLUB r. r: r e " *.. .{ - � $iN 97 S F`�7QIiAl .r r BENCH K4AkK df r,,. ^ ° I • ^ ye 19 s '. d,tli 1NWALL,' ELY-:1439 MI..W G� ♦' tr,, a� .:� N ,� r � .``.s 4 � ,. - tC k K r y a AREA.,Tf5 BE DREDGED T06 Q Mi Wt x B O z -1 10i '. Y11 1.5b,. 1 s DREDGING Li MIT$ y r ' _ REEbRY£D LEDGE'- r SHOWN IN REO ` Ni 4Ur -�+ 35a y :; ar 0 0 + i. r V �. ,a 4 w ., ' IN. Al t 1-1 `I -OV X00 _iN }L.+1 MASON R,Y s 3"� PLAN WAl L ,00 zoo 30D 300 K ;ELEVATIONS ARE I'N fEET.gND TENrHS -A90ovE'-4 , PROPOSED 'HARBOR 'IMPROVEMENTS - ;,;'THE PLANE 'DF MEAN Low �✓gtER. Mlaus :cicuaas ' MAINTENANCE'.'DREDGING . 'INDICATE DEorHS'MLOW THAT SAME".PLANE. - PAL MER COVE"."IN SALEM .NARI�OR _ 4,la 000 C.Y'OF DREDGE MATERIAL IS TO %E SALEM PLACED IN SCOWS AND'DISPOSEO OF WITHIN _ ,THE LIMITS OF THE EXISTING DUMPING SITE ::'ESSEX. COUNTY MASS ' --;AT 42o-LS�-42" N , 10�-34, 000 v/ '( Z N .,MI- ✓ - - APPLICATION 8Z . DIAMETE R).- ( FOVL AREA):, - DEPARTMENT OF ENVIRONMENTAL QUALITYENGINEERING COMM OF MASS DIVISION-OF WATERWAYS JUNE 25,1980 SHEET )>OF 1 ROBERT A'. BRAMAN .: CIVIL ENGINEER Ek SURVEYOR WAREHAM,MASS. L. exez�et4uw goo July 29, 1980 Division Engineer, New England Division United States Army Corps of Engineers 424 Trapelo Rd. , Waltham, MA 02154 Attention: Morgan Rees, Permits Engineer Dear Sir: Enclosed is the following material: An original and three (3) copies of the permit application, plus the original mylar drawing plan and three (3) copies entitled "Proposed Harbor Improvements, Maintenance Dredging, Palmer Cove, Salem Harbor, Salem, Essex County, Mass. , June 25, 1980, Acc. No. 05154". Also enclosed are copies of the following for your review and information: Environmental Notification Form (ENF) Notice of Intent Environmental Data Form (EDF) Water Quality Certificate Application (WQE) Locus Map Y ly 3Y�ou�f�s, HANNON, P.E. Chief Engineer enc APPLICATION FOR A DEPARTMENT OF THE ARMY PERMIT For use of this form, see EP 1145-2-1 The Department of the Army permit program is authorized by Section 10 of the River and Harbor Act of 1899, Section 404 of P. L. 92-500 and Section 103 of P. L. 92-532. These laws require permits authorizing structures and work in or affecting navigable waters of the United States• the discharge of dredged or fill material into waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Information provided in ENG Form 4345 will be used in evaluating the application for a permit. Information in the application is made a matter of public record through issuance of a public notice. Disclosure of the information requested is voluntary; however, the data requested are necessary in order to communicate with the applicant and to evaluate the permit application. If necessary information is not provided, the permit application cannot be pro— cessed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and checklist) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. 1. Application number (To be assigned by Corps) 2. Date 3. For Corps use only. 25 July 1980 Day Mo. Yr. 4. Name and address of applicant. 5. Name, address and title of authorized agent. John J. Hannon, Chief Engineer Division of Waterways, Rm. 532, D.E.Q.E. Same 100 Nahua St. Boston, Ma. 02114 Telephone no. during business hours Telephone no. during business hours A/C (617) 727-4796 A/C A/C (617) 727-4798 A/C I 1 6. Describe in detail the proposed activity, its purpose and intended use (private, public, commercial or other) including descrip— tion of the type of structures, if any to be erected on fills, or pile or float—supported platforms, the type, composition and quantity of materials to be discharged or dumped and means of conveyance, and the source of discharge or fill material. If additional space is needed, use Block 14. The proposed project is to dredge a channel and basin to — 8.0 MLW, 1375 long, 400 to 100 wide areas. 40,000 Cy. to be disposed f at sea, at locals 42 —25' —42" N, 700 — 34' —00" W. (2N. Mi in diameter) Marked "Foul Area" 7. Names• addresses and telephone numbers of adjoining property owners• lessees, etc., whose property also adjoins the waterway. N/A 8. Location where proposed activity exists or will occur. Address: - - Tax Assessors Description: Of known) Lafayette Strepr Street, road or other descriptive location Map No. Subdiv. No. Lot No. Salem In or near city or town Sec. Twp. 9 R e. Essex Mass. 01970 County State Zip Code 9. Name of waterway at location of the activity. Palmer Cove, South River Channel, Salem Harbor, Mass. ENG Form 4345, 1 OCT 77 Edition of 1 Apr 74 is obsolete.- 10. Date activity is proposed to commence. QrtOber 19817 Date adlBivity s expected to be completed December 1980 11. Is any portion of the activity for which authorization is sought now complete? YES ® NO If answer is "Yes" give reasons in the remark section. Month and year the activity was completed Indicate the existing work on the drawings. 12. List all approvals or certifications required by other federal, interstate, state or local agencies for any structures, construc— tion, discharges, deposits or other activities described in this application. Issuing Agency Type Approval Identification No. Date of Application Date of Approval Salem Conser. Comm. Order of Condition 7-7-80 pending Water pollution Cont. Water Quality Cert. to be done MEPA, DEQE. ENF EQEA to be done 13. Has any agency denied approval for the activity described herein or for any activity directly related to the activity described herein? Yes ® No (If "Yes" explain in remarks) 14. Remarks or additional information, 15. Application is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief such information is true, complete, and accurate. I further certify that I possess the�,uthorit Q u ertal a the proposed activities. Si nature 0 1 Awicant or Authorized Agent The application must be signed by the applicant; however, it may be signed by a duly authorized agent (named in Item 5) if this form is accompanied by a statement by the applicant designating the.agent and agreeing to famish upon request, supplemental information in support of the application. 18.U. S. C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of The United States knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false fictitious or fraudulent statement or entry, shall be fined not more than $10,000 or imprisioned not more than five years, or both. Do not send a permit processing fee with this application. The appropriate fee will be assessed when a permit is issued. > 0.0 M.L.W. D0 \,-_ RW R SALEM 0 y�tA EXISTING GROUND .oeweT yP 3 3 r 42'-31-20". �I LIMITS OF I� < LOCUS O —B.O M.I.W DREDGING P �OiP DREDGING LIMIT) L I J Wa y PIC NC PO Tw r VARIABLE m HORIZONTAL VERTICAL I-MG' KEY MAP w Q TRACED FROM N.O.S. CHART 1326= TYPICAL DREDGE SECTION V I eoo00 OF BOAT RAMP p�� LONG POINT SROwnyc YgCHT CLUB PFD T 5maim VO 0 a � ► f3 MILL h �oFFQ/sTB�� +1.6.. ........... ....... kE-- SS/OgAI E�4 �y + j II -2.0 0.5 ] +-5.4 ............. BENCH MARK ' SALEM D.H. IN WALL 1 : l� ....'-t.o 2.6 a.o H:l/F'BOR EL. 14.39 M.L.W. ¢I } AREA TO BE DREDGED TO-5.3B I . M.L.W. + I � O G.3 j (Y., DREDGING DREDGING LIMITS VV I + + REPORTED LEDGE 3 J- 04 SHOWN IN RED 3.9 0 3.5. Z I + O I Ld` eope"le PALMDECOVE A 3 MASONRY PLAN WALL O too ZOO 300 1'=-500, ELEVATIONS ARE IN FEET AND TENTHS ABOVE PROPOSED HARBOR IMPROVEMENTS THE PLANE OF MEAN LOW WATER. MINUS FIGURES MAINTENANCE DREDGING INDICATE DEPTHS BELOW THAT SAME PLANE. PALMER COVE /N SALEM HARBOR 40,000 C.Y. OF DREDGE MATERIAL IS TO BE SALEM PLACED IN SCOWS AND DISPOSED OF WITHIN THE LIMITS OFTHE EXISTING DUMPING SITE ESSEX COUNTY , MASS. AT 420-Z5'-4Z" N , 70'-34-OC3"w ( Z N. MI. APPLICATION BY DIAMETER). ( FOUL AREA) DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERINC COMM OF MASS. - DIVISION Of WATERWAYS JUNE 25,1980 SHEET I OF I ROBERT A. BRAMAN CIVIL ENGINEER 81 SURVEYOR ACC. NO. 05154 WAREHAM,MASS. i ljn ` T:•! iso .• yah �� l n'�ccBF��.: IZ � Il� I � _� 1H° ,irv'�.� � �. I��f -0�` ♦ C` �� r4 � 1 � h �I�II l�. �I, �� '.✓ � .1 � .� }� / � - 1 11 0 o � �j/✓� �� y� is /2� vl � rim / �• �� ~�: I'• l i � �- r � \ �. 1 Il� wi 7..-:iir � \��c/� %��I I,1 ) � �-: �)� i `� t ..:![ r°.��J �� .� ` ' ��, r��lie�`�•. . __ Mod, O S:-� � �I C. �,A V Q Y /( � ��° �\.�C %0°��r� . )✓�� /' lwx a, G� ,� � i(]I��j � [.;v� �^r I /Z�, f � - y li / � a J[� �\ \ N��•. � \m��/i �� i �O`„ Ilny� ��< c\ � - � ) /�// � �� /�% 1'r,\Fti�, �I % -�r� � � � �% `'`n'y>�/ w �o � e✓�' o Y %vim e'er JFir,cxso �C� Iti c � � �..�� I �Ji �� ;��s ��s��i �-✓s � io .J j; v�< �� c. � �� -��cou c�l�-nv �✓/'\%�. _�."� �� •� �e s / �,� ,�-v �I DC7 1 `� VAA � �� )A.� A ✓// �� ° Il J?..� �ILI�V�y��,� L>� — /`� • i - cill, `Q 13 `)u VI V ��v i \ I \` \. �� I J� .Jl� 113 �,-�® ij � Ot+\\ 4 °' ✓�✓�> i \`\ �h ��P �. /9L` f �� \ \ '. �-_ot' v " 7` � ,^1 'i✓ ` r, j—I I� [ Gir.- �� / � � Nr� 2 CN' � 0 r . I ��1 � J� L� �'��i� ��Iml �I �.'^1 � I'-..�I�< [ 17� �(�a?Q�i°,��A��..�✓(sr� ��_ i�,, ��/��, �� `��_ ,��'` ' � a,. '��_. II .�/ �„ is(� ,. / /i�[7 'j� l�7��'�s ��✓ (� �/ V m 1p^)3��e�1 Py. :, i ,, lJ�ln � c �� ` � .,'/.ice"GP �,° � mj:�v'A�� fid 1�®• 11✓ lT i�l� �iai'_ �n o`-,'�� t r'�i` lam— 1Y)o pq `-''�" W�;S :r �.�°�N�Oi� SA\j �.`�M. q/�Hn��X`jia�`v�Bim. ��/-/7\ i��!..iIT_n'+' lz�No3i r�:, z®e�m®`.�\®.\��/Is\\l��.�`0I� ��'��c \_ J:✓/��'//CQte/VJl,./�,v�C-C�+7 �v� ;��i�I\Cp\�S/I.)� 6mm� "' � tzl �1e ��1 .°. N�ARBLEHEAD v m. :O s q®p• O � O W r �,A i .rlkc'c� Citr of '$alem, passar4 tsetts �Dcpartucent of Public Porhr, (line lz�nlem Green ANTHONY V. FLETCHER, R.P.E.. RICHARD P. SWENSON, QE DIRECTOR of PUBLIC SERVICES Assistant Civil Engineer CITY ENGINEER August 4, ,1980_ The Commonwealth of Massachusetts Executive Office of Environmental Affairs D.E.Q.E. Division of Land and Water Use 100 Nashua Street Boston, MA. 02114 John J. Hannon, P.E. Chief Engineer RE: Proposed Dredging Palmer Cove, Salem, MA. Dear Mr. Hannon: The Engineering Division of the City of Salem has reviewed the proposed plans for -dredging of Palmer-Cove -and- have no comment. For information I have forwarded copies of your letter to the Salem Conservation Commission. Very truly yours, A. V. Fletcher, P.E. City Engineer Director of Public Services AVF/cc cc: Mayor Levesque Conservation Commission I N Co z Conservation Commission Salem, Massachusetts 01970 Telephone )617) 745.5056 ASS CITY CITY OF SALEM CONSERVATION COMMISSION WETLANDS HEARING A public hearing will be held by the Wetlands Protection Act, G.L. Chapter 131, Section 40, at the request of Division of Waterways DEQE, Rm 532, 100 Nashua Street, Boston, Massachusetts. The purpose of the hearing is to explore the effects of dredging a channel and basin in Palmer Cove, Salem Harbor, Salem, Mass. The hearing will be held on Thursday, October 9, 1980 on the Third Floor of One Salem Green, Salem, Mass. at 8:00 PM. Bradford Northrup Chairman it II I ' - - - - - - Ja 7ot A- — - - - - �'I _ '� _ -- - - - -- ��-- - r' ;� -- ---- - - I - -- -- - �-- - �: �I -- -- - - ' i - - - I ---- -- - -- - -1 �� i � I � - - --- -- - - - - -- -- - - - -- - - - i - --- - - -- - II -- -- -+� ii II ��j �I �� '� �� l L_. -- - - P. 1 APPENDIX A DECEIVED COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS AUG 7 1980 c gErREL1RY" OF ^JC4ENTAL AFFAIRS ENVIRONMENTAL NOTIFICATION FORM EDEA No.O3 �6 I. SUMMARY TOWN: s,qA'fiM MEPA Contact Person: A. 1. Project ct Name Dredging of Palmer Cove in `alem Harbo Day $</E/'+9RDSCA® 1. Project Name 2. Project Proponent apartment of Environmental Quality Eng (727-5830) Address Division of Waterways 100 Nashua ct Bos B. Project Description: (City/jQtt`ys)`� Salem 1. Location within city/town or street address _ Palmer Cove in `'alerr Harbor r 2. Est. Commencement Date: October 1980 Est. Completion Date: April 1 Q81 Approx. Cost S 250, 000. 00 Current Status of Project Design: 10 0 % Complete C. Narrative Summary of Project Describe project and give a description of the general project boundaries and the present use of the project area. (If necessary, use back of this page to complete summary). It is proposed to redredge the entrance channel and basin at Palmer Cove in Salem Harbor. The area was previously dredged by the Division of Waterways and this dredging is considered by the proponent to be a maintenance project The area is to be dredged to a depth of 8 feet below mean low water 40, 000 cubic vards are to be removed by a clamshell or bucket dredge which will load the material into scows for removal and deposition at the Boston Foul Area at a point located at 42025154 81IN, 70034' 55111W `1 Copies of this may be obtained from: Name: John S. Hannon. Chia Fn-inonrFirm/Agency: 1)T'n1pi, ;g;n , ,f tNaterway=_ Address:-1 011) Nashua Street, Roston ,�1.A 0211-4 Phone No. 7-17_4707 1979 THIS IS AN IMPORTANT NOTICE. COMMENT PERIOD IS LIMITED. For Information, call (617) 727-5830 A pT)JONY D.CORTESE,Sc.D. Commissioner [/yX6ton o� yyp�r�p . [SALEMM CI' / — //AUbPLAraali;G DEPT. July 30 , 1981 Palmers Cove Yacht Club 74 Leavitt Street Salem, MA 01970 Re : Contract No. 2981 - Palmers Cove - Salemi S Gentlemen : In a recent telephone conversation with Mr . Robert Field, an engineer representing your club , it was brought to our attention that you were not knowledgeable of the requirement to remove any piles or floats within the proposed dredging limits . Evidently there has been a misunderstandingon this issue as Mr. Cavanaugh of this office has advised me that in several discussions with your representatives and the Town ' s harbormaster he relayed this information. It has been the policy of this Division to have the owners of any obstacles within the dredging limits remove said objects so the dredging contractor will not be impaired or be responsible for these items . It is our position that the Commonwealth cannot be responsible for private property. Therefore it will be your responsibility to remove these items . We can advise you that on previous projects owners of these piles and floats have negotiated with the dredging contractors perform this work , however the Commonwealth will not be a party to the contract . We desire to work with you in a cooperative manner however we cannot set a precedent which could possibly cost the Commonwealth many dollars and added responsibility. The matter could very well require a legal decision in regards to responsibility , ' thus delay the project . 'I Re : Contract No. 2981 - Salem July 30, 1981 PAGE 2 Please be advised that we have encountered some delays, in administering the contract documents and we now anticipate con- struction to commence in about 30 days . Prior to construction activities a pre construction confereiire will be held. We will advise you of the date. Very t my rs J n J. Hannon, P. E . hief Engineer efc : em cc Mayor' s Office / Salem Conservation Commission✓ Robert . Field THE COMMONWEALTH OF MASSACHUSETTS Deportment of Environmental Quality Engineering , Metropolitan Boston - Northeast Region 323 New Boston Street, Woburn, MA DISO1 727-5194 DATE: August 14, .1980 TOWN: Salem File Number Assigned: 64-68 _ This Department Is In receipt of an application under General Laws, Chapter 131 , Section 40. Applicant: Division of Waterways DEQE Room 532 100 Nashua Street Boston, MA 02114 Owner of land (if Different) This Project is located on: (off of) Lafayette O No File Ilumbor has been assigned since the filing as received is considered Incomplete. Please submit the following: Notice of Intent ( ) Plans ( ) Locus Map ( ) Correct Forms ( ) Thomas F. McLoughlin Regional Environmental Engineer Metropolitan Boston/Northeast Region cc: Conservation Commission vy , .aryy a�w••—..�,rp � — � ..-. _ mor.-a��,�—�.. ��y ` - --A""'1-�'- �--1 =_ � �• $ � - —YI__�J. 6T_�PcT�`Cc.�`�S_c 6 Q1L�"IAJE �[ELYul7C� � E. h3ezrvo4 L� - Y79'> .r.: Cl Dj0L`(-e-EmoVftl' AFsouT 0 J To pSE _ St1J�To_C-Lhwscru OvyTE1S�12R .ISZS� 515 Ec2- • v taPo SE • Yz • t E F�M-T _-HAue M ZFT. 2 - -DIg4� THt-_ ACe.os_-AtcV.k� __lel.W812;�- Co ve _lAfNb�t�U I- -TO _- it* 6awaa • Contract No. 2981 Contractor: Dan W. Clark, Inc. — Fournier Marine Corp, (Joint Venture) Location: SALEM: Palmer's Cove Awarded: 6.25.81 COMMONWEALTH OF MASSACF Dated: . 7.14.81 DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING ti 0 DIVISION OF WATERWAYS Contract With ' f3tandard Specifications For Waterways Work Boston Massachusetts uset is , 3* �- �Q_//Y'fMMiYNM Ii�:1/fiT/Vu/ •rA c z.iP1 -�;p �� 77, Dice r �.atsinaormiexCa� .�%t �e ecY m�rzC ��w6wtme�n4d aa4 (o inz� _ANTHONY E,Sc.D. iVf,� �L Commissioner oner (� pp ONE �i�irzez J�xeet �ceon 02103 May 20, 1981 TO ALL BIDDERS: RE: Contract No. 2981 Proposed Harbor Improvements , Maint- enance Dredging , Palmer's Cove, SALEM Attached is Addendum No. 1 to be included in the Special Pro- visions for the subject contract. J HN J . ANN N, P.E. hief Engineer THE COMMONWEALTH OF MASSACHUSETTS Department of Environmental Quality Engineering Division of Waterways Contract No. 2981 , Proposed Harbor Improvements, Maintenance Dredging, Palmer's Cove, SALEM The attention of all bidders submitting proposals for subject project is called to the following addendum to the Special Pro- visions of subject contract : The following paragraph shall be added on page five (5) immed- iately preceding Item 148. MATERIAL, DREDGED AND DISPOSED OF AT SEA, CUBIC YARD Executive Order 195, signed by Governor Edward J. King, on April 27, 1981 : "The Governor or his designee, the secretary of administration and finance, and the state auditor or his designee shall have the right at reasonable times and upon reasonable notice to examine the books , records and other com- pilations of data of (vendor) which pertain to the performance of the provisions and requirements of this contract." h THE COMMONWEALTH OF MASSACHUSETTS: Department of Environmental Quality Engineering, Division of waterways; Notice to Contractors: Sealed proposals for the maintenance dredging of an entrance channel and mooring basin at Palmers Cove in the City of Salem, the dredging shall be disposed at sea in scows (Project value 2.60) will be received at the 7th floor, One Winter Street, Boston, MA until 2:00 p.m. , Tuesday, June 9, 1981, and at that time publicly opened and read in the Chief Engineer's Office on the 7th floor. Proposal guarantee: $13,000.00, payable to the "Massachusetts - Department of Environmental Quality Engineering, Division of Waterways". A bid bond in said amount will be acceptable. A charge of $10.00 entitles bidders to receive a book of project specifications with proposal and a set of plans. ,Money refundable to formal bidders. Informational copies of the project plans and specifications may be obtained if desired, at $10.00; this charge is not refundable. All the aforementioned charges shall be prepaid either with cash, cashier's or certified check, or money order, drawn to the order of the Massachusetts Department of Environmental Quality Engineering, Division of Waterways. Complete information at said office; plans on display at the Department's Division of Waterways, 7th floor. Minimum wage and dump truck rates for this project have been predetermined by law. Proposals that do not have the Affidavit (of non-collusion, etc.) properly completed will be declared informal. Right reserved to waive any informality in or reject any or all proposals. An award will not be made to a Contractor who is not equipped to undertake and complete the work. BY: Anthony D. Cortese, Sc. D. , Commissioner of Environmental Quality Engineering May 19.> 1981 (Slick ial PIt,%'isl anl�I No 298.1 "SID i:C;IAI , PIIOVI:iIOriS I•'O12 I'ROl'OSI':U 1IARITOIt. IMPROVKMENTS MAIN1'P:NAN(.,I-: DR1•:UC;ING, PALMER COVE IN SAI,I:M 1IARROR SA L,f:AA TIE ,MINORITY F;MP LOYP:Js PE':RCL:NTAGI: RATE TO BE APPLIED TO TATS JOBWILL BE, NOT LL:SS TITAN yr. Work to be Dune Tho work In be clone inkhides redredging Lha entrance eha.nncl and basin ;it Palmer Cuv.o in Sa1om llarbor 'rhe channel and basin will be dredged to Iho depth of - eight (II) feet below mean low water, The dredged material Shall he placed in scOWs and disposed of at sea. Plans Tho location and details of wort: to be done are. shown on a, sot of plans consisting of four (4) sheets ontilled " Proposed IlarborIrnpruvonaont *v1ain- tenancy Drccll•ing, Palmar Covo in Salam Ilarbor, Salem " daled :cult' 1980 and ouarked Acc. No. 05152 A Ihru D. These plans arci ora file in the office of the Department of Environmental Quality Frigineering, Diyisiun of Waterways, 100 Nashua Sl. , Boston, Massachusetts and hereby referred to and made a part of these Spoeial.ht•ovisions. Qmvral The Contra( lor must satisfy himself, by his own invesiigatiun and research :•eoarc!ing conditions alCekling the work to be dont' and the plant, oguipnn•nt. labor and materials noedud, and make his bid in sole reliance Iherenn, The Cuntraclor shall furnish all labor and materials, tools, plant and egiiiprnvid. and du all thi• wort: necessary lo- furnish and install and complete the toork in akent'dancc• with lhesc Special l'ruvisions and the Standard Sprrifiatiirns, Fire Cowractor's ,pecial allcn(ion is drnccn lu 1he fact that an adjacent ..11 i= to he revunsi ructed lid' the mvner. A copv of the plans Or raid r, gun�t roc• ioaa are un tilt• al the office or, tilt, DIVISION OF IVA.FIAT 11') S for Ilse r(wie'.e ul Ilaa- liiddrr. The sl:abilit : of the ole! and new «galls shall be as,urcd during and alley llio dred'in_ ander this c'ontracl, . 1`pee dal I'royir:iuns) No, 2981 -I_ Wherever the form "Standard Specifications" is used horeinafler in those Special Provisions. it -shall mean the Standard Specificalions for l [ighcvays and Bridges of the Deparimenl of Public Works of Mas'achuselts, 197; Edition and any and all addenda and r'e%,isions thereto, w 4ll file following oxceplion�.: Section 1. 17 "Department" shall be defined as the Department of P;nviroolental Quality- Engineering, Section 1. 19 "Engineer" shall be defined as the ChioT Engineer of the Division of Waterways. Award and execution of this Contract shall be maedo only after the roceipj of all local, -tale. and federal permit -. The Contractor shall furnish and creel at suilablc loc'alion a Fi,gn having an area of nu less than lwo(Z) square feel or more than three ( 3) square fret bearing dile Words "MASSACHUSETTS DL•'P111ITN4ENT OF ILSI;IftC)NIIQNT•AI .-QIIe11.IT'Y ENGINEERING FILE NO , 6.1-68 The cos( of furnishing and erectin,C the sign shall he included in the price- bid ricebid for the various items scheduled in the proposal. During cons) ruction, the Contractor shall secure all nece=nary perneits frons occners to trespass their property in the transpor(atiun of materials and equipment to the Nvorl<. and lite Coll ractor shall repair at hie o-wn rxpcnso any da.ntagee caused by hint W structures, etc. On completion of the work, the Cont ractor shall ronuive from site all debris, excess ntalcmals, lools and ogniprtn•nl. and shall It'aye the premises in a neaL and orderly concdil.ion, to Iho snlislartinn of the Engin In all phases of (he wort:, the Contractor will be required to cohfornr to all local regulations as to proper "se of highways, bridge s, etc. It" Deparinu•nt reseryrs the Hghl to climate any portion of the work under lids contract in order to bring the total expenditure within the amount ayailahle for this prolecl, and to limit prosecul.ion of file words to such poinlF and in suclf order as may he directed. Particular altmition of at] bidders is called to Section 8. 01, 8. IQ and a. 11 of the "St:tnrlard Spccificalions", which refer (o "Prosoculion of Work", "Detrrininalimi and ,::;tension of Contract Time for ,Compk-Lion"• and ''J 'a ' t ' I tletrr, to . .ont ,Irie Work tl: on Tinir" 1 Special Provisions ) No, 2981 -3- The dredging limits shown on the plans , or as laid out in the field do not remove the responsibility from the Contractor for any damage to structures caused by such operations . . Any such damage of any nature caused by said operations shall be satisfac- torily remedied at the sole expense of the- Contractor. All necessary lines and grades will be given to the Contractor , who shall provide , at his own expense , such materials and labor as may be required. If the Contractor , through wilfullness or care- lessness , removes or permits to be removed such reference marks before the prosecution of the work requires it , they shall be replaced at his own expense . All work shall conform durin- its progress and on its completion, truly to the lines and grades given by the Engineer, and shall be done in a thoroughly substantial and workmanlike manner , in accordance with the plans and directions given from time to time by the Engineer, subject to such modifica- tions and directions as shall be deemed necessary by him during its execution. No equipment or machinery having caterpillar or heavy treads that would mar or damage pavements shall be permitted to move or to operate from existing pavements unless such equipment or machinery is moved on suitabel pontoons or trailers . . Any damages caused by the Contractor for his operations shall be repaired by the Contrac-. tor . The Contractor shall so limit his operations and carry on his work in such manner and sequence as to insure the least possible inter- ference with navigation, traffic and normal use of the adjacent areas . Special attention is called to the requirements of Sections 7 .09, 710 and 7 . 11 , of the "Standard Specifications" which refer to "Public Safety and Convenience", "Barricades and Warnino Si ns" o g , and "Traffic Officers". The Contractor shall submit to the Engineer , for his information, ' a schedule of his proposed operations . Acceptance of such schedule of .operations shall not in any way , remove sole responsi- bility and liability from the Contractor for anv and all dama&e occurring during the duration of the job and caused by faulty con- struction, improper procedure , or negligence . The Contractor ' s attention is called' to Section 7 . 14 of the "Stand- ard Specifications" , "Responsibility for Damage Claims" . It is estimated that the quantity of materials mentioned in the pro- posal wi11 be required , but .this amount shall not control the Der- formance of this contract , and the Contractor shall be bound he'-re- under whether or not such estimate is even approximately correct . No. 2981 -4_ Prevention of Water Pollution-Sanitary Provisions Supplementing Section 7 .0'L) During the performance of all work under this contract , the. Contrac- for shall adopt such precautions in the conduct of his operations as may be necessary to avoid contaminating water in adjacent - streams or pond areas . All moving of equipment , water control in foundation areas , and other operations likely to create silting , shall be so planned and conducted as to minimize pollution in adjacent streams or pond areas . Water used for any purpose what- soever by the Contractor, which has become contaminated with soil, bitumen, salt or other pollutants shall be so discharges as to avoid affecting nearbv waters . Under no circumstances shall be Contractor discharge pollutants directly into any adjacent stream or pond areas . When the Contractor uses water from natural sources for any of his operations intake methods shall be such as to avoid contaminating the source of supply and maintain adequate downstream flow when the source is a stream. The plane of mean low water referred to in these Special Provisions and shown on the plans is that established by the Ene.ineer during the preliminary surveys for the work herein described . In the dredging and disposal of dredged material , the Contractor will be required to observe all the laws of the United States , all requirements of the U.S . Corps of Engineers and all local or state authorities in relation thereto. The Contractor shall furnish regularly to Inspectors on board the dredge or other craft upon which they are employed , when transoor- tation ashore is impracticable , a suitable room for office ar.c sleeping purposes . The room shall be properly heated , ventilated and lighted and shall have a desk which can be locked , a comfort able bed and chair for each Inspector and washing conveniences . If such quarters and conveniences are not provided, or the worn is so located that transportation ashore can be furnished without interference with the work, the Contractor shall provide the Ir. Spector with transportation to and from such points ashore as the Engineer may from time to time designate . (Special Provisions) No.2981 -5- If the Contractor maintains nt ins on his work an establishment Eor the subsistence of his own employees , he shall furnish to Inspectors and survey parties when employed on the work, meals of satisfactory quality. Each bidder shall state in his own proposal whether the plant he proposes to use on the work has facilities for furnishing the meals and accommodations required . The entire cost to the Contractor for furnishing , equi.ppin? and maintaining the afore going accommodations , providing transporta- tion ashore and furnishing meals , shall be included in the price bid for dredging. Attention is called to the fact that Minimum Wate Rates are estab- lished for the project and are set forth herein . The Contractor ' s attention is drawn to Section 7 ,05 in the "Standard Specifications" which refers to "Insurance Requirements" . Overloaded Trucks " The Department will not accept any materials delivered to any;✓ pro ject in motor vehicles or seni-trailer units that exceed the legal mn imum Gross weight allowed for the particular class as specified in Section 19A of Chapter 90 of the General Laws of Massachusetts . The provisions of sub-section 7 .03 of the "Standard Specifications shall still apply. ITE?i 14; , *LATERIAL, DREDGED & DISPOSED OF CUBIC YARD AI' Sra Descriotion The Contractor shall dredge the areas as shown or, the plans or as laid out in the field to the depth as shown on the plans . The material shall be placed in scows and disposed of as hereinafter specified and as directed . The flo;its and piles within the basin arca Shall be rcnioved by the I 'alnicr Cove Yacht Glut) prior Lu Lhc C07TLi1e11Ceinent of the Dredging operalion. The Contracter shall advise the Yacht Club prior to the start of his work so that the Yacht Club may have ample time to accomplish their work. Bidders must provide information on dredgim plant as requeslod here- inafler in these Special. Provisions or the bid will be declared informal. (Special Provision%) -f'- No.2981 Construction Methods In the area shown on the plan or as laid out in the field, the Contractor shall dredge the entrance channel to the depth of eight (8) feel below mein low water, and the basin to the depth a eight (8) feel below mean low water. Any material removed from a depth greater than nine (9) feet below mean low water in these areas or beyond a stupe of 1 on 3 will not: be paid for under this contract. In doing the work the Contract or shall make the bottom of Lhc excavalion as smooth and level as possible at or slightly below the place of the requi red depth, but no payment will be made for any materia) dredged from mare than one (1) foot below the required depth as determined from information obtainrd from surveys made under lho direction of the Engineer upon completion of all work covered by the contract. . The Contractor shall have full responsibility for all phases of his dispo, al operations. Dredged material is to bo placed in scows and disposed of within Iho limits of the existing clump site at 42° -25'-42" N, 70' -34'-00" W(2 N. mi, diametor). (foul Area) The Contractor shall conduct his dredging and dispo=al operations so as to cause a minimum of interference with navigation. and only between 8:OOA`it l0 8:001"1 Method of Mcasurenient The amount of material removed .and disposed of shall be determined by the preliminary soundings shown on the plans and final soundings to be taken by the Engineer in the dredging areas. . If this method of measurement i � imI)rat - ticahle, the Engineer wiE determine the method measurement. All boulders ono (1) cubic yard or less in volume, if removed, will be paid for under this item. The proposed quantity based upon the soundings Fhown on the plan is 40, 000 cubic yards compulcd to the payment limit. The Engineer may Lake additional soundings before the work is slarted, which soundings shall be the preliminary soundings for payment purposes, (Special Provisions) No . 2981 - 7- Basis of .Pavment Under Item 148 of the Contract , Material, dredged & disposed of at sea , the Contractor will be paid the contract unit price per cubic yard , which unit price sha11 include full compensation for all tools , labor , equipment , and all incidental work necessary .to complete the work under this item to the satisfaction of the Engineer . The New England Division of the Corps of Engineers , Waltham, Mass- acrhusetts , will furnish Inspectors for the disposal operations . The , number of inspectors assigned will be that necessary to cover all phases of the disposal. of the dredged material at sea , as determined from the Contractor' s schedule to be submitted prior to the commence- ment of work. All costs in connection with Federal inspection of disposal opera- tions will be paid for by the Contractor , and shall be included in his unit bid price . For bidding purposes only , the average daily cost , of a full time inspector per 8 hr . shift is estimated at $150 . 00 based on a 7-day week . The Contractor will be billed by the Federal Government on a monthly basis for the actual cost of disposal inspections . ITEM 148 . 1 ROCK and/or BOULDERS , REMOVED & DISPOSED OF CUBIC YARD Description Rock or Boulders in excess of one ( 1) cubic yard in volume , and less than five (i) cubic yards in volume , which are entirely removed from the dredged area of .item 1L8 , and deposited at a location approved by the Engineer , will be paid for under this item. Method of Measurement and Basis of Payment The number of cubic yards of Rock and/or Boulders , Removed & Dis- posed of under Item 148 . 1 will be determined by measurements mace by the Engineer , and the volume of the work will be based upon such measurements . Under Item 148 . 1 of the Contract the Contractor will be paid the contract unit price per cubic yard for Rock and/or Boulders , re- moved & disposed of , as herein specified , which price shall include all tools , labor and equipment and all incidental work necessary to complete the work under this item to the satisfaction of the En- gineer . No . 2981 -g- Plant The Contractor agrees to keep on the job sufficient plant to meet the requirements of the work. The plant shall be in satisfactory operating condition and capable of safer and efficiently perform- ing the work as set forth in the specifications , and the plant shall be subject to the inspection of the Engineer at all times . The following plant is the minimum which the Contractor agrees to place on the job unless otherwise determined by the Engineer; its listing herein is not to be construed as an agreement on the part of the party of the first part that it is adequate for the ` performance of the work . MINI`I P-t PLANT TO BE USED ON THE WORK AGE AND NO . TYPE C4PACITYMANUFACTURER CONDITION LOC.VTIOY _ Note: In preparing the above tabulation, the Contractor shall insert the following information under the appropriate heading , using a separate line for each major item and additional pages if necessary (Continued on next Daze) rro. 2981 -9- a . Number For dredge give identifying number or name. b, Tvne Under this heading give description as follows : For bucket and dipper dredges show bucket capacity in cubic yards , horsepower of hoist engineer, type of power, and number of swings per hour . C . CaDcity Under this heading state the estimated capacity of the plant in cubic yards per month when working materials similar to those which it is anticipated will be encountered in the performance of the work. d. Drill Boats , etc . The following questions will be answered by all bidders : 1. Does this plant provide suitable quarters for an Inspector? 2 . Are facilities maintained on this plant for furnishing meals to your employees? FORM 4 Contr. 2981 AMENDED ORDER OF CONDITIONS id E T L A N D S PROTECTION AC T G.L. C. 131, s. 40 CIT37,1=,;4 Salem FILE NUMBER 64-68 . . TO: NAME Division Of 1.'laterwwA_DDRESS - �00 TTashua �, Boston, ' CERTIFIED MAIL NUMBER PROJECT- LOCATION: Address Off ?•afavette Street Saler Mass. Recorded at Registry of Book. Page Certificate (if registered) t REGARDING: Notice of intent dated July 25 . 10,80 and plans titled and dated Palmer Cove in Salem Harbor dated blZ7Ibu THIS ORDER IS ISSUED ON (date) October 23 1980 ----------- ----------------------- ------------------- Pursuant to the authority of G.L. c. 131, s. 40, the Salem Conservation COM- issi0n has reviewed your Notice of Intent and plans identified above, and h-as determined that the area on which the proposed work is to be done is significant to one or more of the interests listed in G.L. c. 131,- s. 40. TheSale-M Conservation Con-MiSSic hereby orders that the following conditions are necessary to protect said interests and all work shall be perforned in strict accordance with them and with the Notice of Intent and plans identified above except where such plans are modified by said conditions. CONDITIONS 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory neasures, shall be deemed cause to revoke or modify this order. _1_ _ Fomes 4 ` ` \`� `v • • '. \+ 03DER OF CONDITIONS CONTINUED FILE vwnER 6_'6 2. This order does not grant any property rights or any exclu- sive 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 per- son of the necessity of coaplying with all ether applicable ' federal, state or local statutes; ordinances, by-laws and/ _ r: or regulations_ 4. ,The work authorized hereunder shall be completed within one (h) year from the date of this order unless it is for a maintenance dredging project subject to Section 5(9). The order may -be extended by the issuing authority for one.or more additional one-year periods upon application to the said issuing authority at least thirty (30)' days prior to the expiration date of the order or its extension. ! 5. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, includ- ing, .without limiting the generality of the fozego�ng, luWba--, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators; motor vehicles or parts of any of the foregoing i 6. No work nay be commenced untill all appeal periods have e -Conservation Cor_aission or from elapsed from the order of th i a final order by the Department of Environmental Quality Engineering. 7. No work shall be undertaken until the final order, with j respect to the proposed project, has been recorded in the i Registry of Deeds for the district in which the land 1s i. -located within the chain of title of the affected property. The Document number indicating such recording shall be sub- �L mitted on the form at the end of this order to the issuer . of this order prior to commencement of work_ i 8. A sign shall be displayed at the site not less than two square feet or more than three square feet bearing the words, "Massachusetts Department of Environmental Quality Engineering, Number 64-68 9. kThere the Department of Environmental Quality Engineering i is requested to make a determination and to issue a super- is order, the Conservation Cor�ission sh^_ll .be a party to all agency proceedings and hearings before the Depart- - - nent. .. iZ OF CO:lDITIOSS CONTINUED FILE . f Contr. 2981 y 10. Upon completion of the work described herein, the applicant shall forthwith request, in writing, that a Certificate of Compliance be issued stating that the wor". has been satis— ractorily completed. - 11. The work shall conform to the following described plans and additional conditions. a) . All work shall be done in accordance with the drawing titled "Proposed Harbor Improvements, Maintenance Dredging, Plamer Cove in Salem Harbor, Plan and Details, Sheet 1 of 4", .by.,Department of Environmental Quality Engineering, Division of Waterways which was submitted with the application. b) . All dredging shall be done between October 1st and May 1st. All dredged material shall be disposed of in the area marked "Foul Area" on coastal charts. d at meeting. April 1: Amended as follows and vote on zl 1 19II . g P , The .Conservation Commission- hereby extends the time for dredging until October 15, 1981. -3- t;ontr. 2981 ORDERS OF CONDITIONS continued ' The applicant, any person aggrieved by this order, any owner of land abutting the land upon which the proposed work is to be cane, or any ten residents of the city or town inwhich such land is located, are hereby notified of their right to appeal this order to the Department of Environoental Quality Engineering provided the request is made in writing and by certified nail to the Department Within ten (10) days from the. issuance of this order. n n ISSUED BY CURSER T1-.^T('i`i Ce'Z• iSSIO v 1 ly / On this day of 19 before me personally appeared the above D r O'_1_q_ to me known to be the person described in, and who executed, the foregoing instrument and acknowledged that he executed the same as his free act and deed. My Commission expires DETACH ON DOTTED LINE AND SUBMIT TO THE ISSUER OF THIS ORDER PRIOR TO CO`tMENCEHENT OF WORK. TO (Issuing Authority) Y PLEASE BE ADVISED THAT THE ORDER OF CONDITIONS FOR THE PROJECT AT FILE NUMBER , HAS BEEN RECORDED AT THE RECIST2Y OF ON (DATE) If recorded land, the instrument number which identifies this trans— action is _ If registered land, the document number which identifies this trans— action is t Signed _ —-- Applicant Contr. 2981 �e - nirul 1/i�+idia�tol 44daiX-ter G J �p a7,P.aexeCC .7alflanala� .�.u�'n�. �Jovnyunvrcl Zir�,ctox l00 Jlx 1, A's" 02202 December 5, 1980 Re: Statement of Compliance near In conjunction with the Commissioner issuing prevailing sage rates, as stated in Section 2". t 27A Chanter 199, to a public body or public . official ; he will also issue a statement of compliance to be incor- porate,-, with e ch specification and contract . The statement of compliance is in Chapter 141 Section 27B which states: Each such contractor , subcontractor or public body shall furnish to the Commission-Y of Labor and Industries within fifteen days after com- pletion of its portion of the work a statement, executed by the contractor, subcontractor or public body or by any authorized officer or employer of the contractor , subcontractor or public body who supervises, the payment of ,wages . mis onerj Vyi 111 am M. Shipps Contr. 2981 `, (�zecuicue ce o��l/ctnfiorrex .SC{� ir4 � 1axbne2l o/Yuox and Aa'ud� xies �ivilion o1 Aa1a.;&,;z1 Yqle�e - e/eaer<cll Jppallanfla� ��r!!ul/c'n�, yovexnsnenl7oanlcx i - !00 �L�a»s�stt�e Jlxcal _q"4w, 02 tat * STATEMENT OF CCMPLIANCE . . . . . . . . . . . . . . . . . . . . . . . . . . 19 . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name of signatory party) (Title) do hereby state: That I pay or supervise the payment of the persons employed by. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .on the . . . . . . . . . . . . . . . . (Contractor, subcontractor of public body) (Building or Project) and that all mchanics and apprentices, teamsters, chauffeurs and laborers employed on said project have been paid in accordance with wages determined under the provisions of Sections twenty-seven (27) and twenty-seven A (27A) of Chapter one hundred and forty-nine (149) of the General Laws. Signature . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . Title. . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Signed under penalties of perjury as provided for under Section 27B of Chanter 149, General Laos.) C;h$ (JI Mn=nfM2ajj4 of � ss�rhusEf s. 2/24/81 M_ T � Contr. 2981 DEPART24ENT OF LABOR AND INDUSTRIES �- DIVISION OF INDUSTRLAL SAFETY Fe+ � =y HYDRAULIC DREDGE MINIMUM ''WAGE RATES Revised 12/08/80 as determined by the Commissioner under the provisions of the Massachusetts 4 Gen al Laws, Chapter 149, Sections 26 to 27F PROJECT TOWNAWARDING J� st1 AUTHORITY�� G(/ �. LOCATION 10V o Total Total Total Classification Date Rate Date Rate Date Rate Leverman 10-01-80 13.68 10-01-81 14.98 Engineer 10-01-80 13.56 10-01-81 14.85 Maintenance Engineer 10-01-80 13.39 10-01-81 14.67 Derrick Operator 10-01-80 13.56 10-01-81 14.85 Spider Barge Oper. 10-01-80 13.12 . 10-01-81 14.37 Chief Mate on Dredge 10-01-80 13.39 10-01-81 14.67 Mate 10-01-80 12.68 10-01-81 13.59 Deckhand 10-01-80 11.50 10-01-81 12.61 Oiler 10-01-80 11.85 10-01-81 12. 99 Fireman 10-01-80 11. 85 10-01-81 12.99 Boilerman 10-01-80 13.23 10-01-81 14.49 Dredge Carpenter 10-01-80 13.23 10-01-81 14.49 Carpenter 's Helper 10-01-80 11.85 10-01-81 12. 99 Chief Welder 10-01-80 13. 68 10-01-81 14.98 Dredge Welder 10-01-80 13.23 10-01-81 14.49 Welder 's Helper 10-01-80 11.85 10-01-81 12.99 Dredge Blacksmith 10-01-80 13.23 10-01-81 . 14.49 Blacksmith Help 10-01-80 11.85 10-01-81 12. 99 Electrican 10-01-80 13.23 10-01-81 14.49 Handyman 10-01-80 11.50 10-01-81 12. 61 General Fill Foreman 10-01-80 13.39 10-01-81 14.67 Shift Fill Foreman 10-01-80 12.50 10-01-81 13. 70 Shoreman 10-01-80 11. 50 10-01-81 12.61 Rodman 10-01-80 11.50 10-01-81 12.61 Boatmaster 10-01-80 13.23 10.01-81 14.49 Boat Captain 10-01-80 12. 75 10-01-81 13. 97 Tug Deckhand 10-01-80 11. 61 10-01-81 12. 73 Steward 10-01-80 12. 66 10-01-81 13.81 Assistant Cook 10-01-80 , 11.56 10-01-81 12. 67 Night Cook 10-01-80 11.56 10-01-81 12.67 lessman 10-01-80 11.29 10-01-81 12.38 Janitor or Porter 10-01-80 11.29 10-01-81 12.38 f T DEP_�RT..%,=- T OF LABOR AMD INDUSTRIES 24 31 DIVISION OF INDUSTRIAL SAFETY Contr. 2981 w. DIPPER AND CLAMSHELL DREDGE 2�-z3 MINIMUM WAGE RATES Revised 12/08/80 as determined by the Commissioner under the provisions of the Massachusetts Genera Laws, Cha ter 149, Sections 26 to 27FF C-7 PROJECT TOWN s � AWARDING AUTHORITY�tir�' y /� u�✓,,�/� LOCATION SCr/_ G�yj Total Total Total Classification Date Rate Date Rate Date Rate Operator 10-01-80 13.88 10-01-81 15.20 Craneman 10-01-80 13.56 10-01-81 14.85 Engineer 10-01-80 13.79 10-01-81 15.10 Maintenance Engr. 10-01-80 13.39 10-01-81 14.67 Mate 10-01-80 12. 68 10-01-81 13.89 Deckhand 10-01-80 11.61 10-01-81 12. 73 Oiler 10-01-80 11.85 10-01-81 12.99 Fireman 10-01-80 11.85 10-01-81 12. 99 Welder 10-01-80 13.23 10-01-81 14.49 Welder ' s Helper 10-01-80 11.85 10-01-81 12.99 Scowm an 10-01-80 11. 50 10-01-81 12.61 Handyman 10-01-80 11.61 10-01-81 12. 73 Rodman 10-01-80 11. 50 10-01-81 12. 61 Boat Master 10-01-80 13.23 10-01-81 14.49 Boat Captain 10-01-80 12.75 10-01-81 13. 97 Tug Deckhand 10-01 -80 11.61 10-01-81 12.73 TI1E COMMONWEALTH OF MASSACHUSETTS Dep. rtrnent of Public Works MINIMUM DUMP TRUCK RATES Effective October 15 , 1968 In a 3ordance with the provisions of Chapter 694 of the Acts of 1951 , the follo:vir"g are the applicable rates and transportation charges prescribed by the Department of Public Utilities with respect to co=on and contract carriers who engage in dump-truck operations. ITE[d 1 . Minim= Hourly Rates (for Vehicle and Driver) (See Note 1) Reeistered Carvin, Caoacity of Vehicle Rate Der hour . 1 ,001 lbs. TO 6,000 lbs. $ 3.50 6,00 1 It 12,000 " 4.00 12,001 it 16,000 " 4.75 16,001 " 22,000 " 6.00 22,001 " 28,000 " _ 6.50 28,001 " and over (2. axles) 7. 50 28,001 and over 3 axles) 12.00 NOTE 1 . The hourly rates set forth above shall apply only when transportation charges are being paid for directly by the Commonwealth or any political subdivision thereof, or when the .origin and destination points are both within the same city or towlt, or within twerty(20) air miles of each other, as scaled and scribed on the official route map of Massachusetts issued by the Department of Public Works. IT:--.1-2. I•llnl^=- Ton_ace Rate (exee_nt zspnalt roa(I-rix) Per Nile of Haul First Plile Each Succeeding 1-Tile Rate pen ton 2000 lbs. $.25 $ .05 minimum Yardage Rate Per elile of Haul First 'Kite Each Succeed-inn: Mile Rate per cubic yard $.35 $ .08 (Irrespective of commodity density) ITEM 3. Idinim" Tonnage_ Rate (Asphalt road-riiT) Per Mile of Haul First Piile Each Succeedir_1;•tile $.30 $ .05 R U L E S RU= 1 . The computation of the mileage charges applicable to the tonnage and yardage rates shall be the accurate mileage from point of loading to point of unloadira. The actual milehee is to be recorded by the carrier on his Freight dills or Records of Transportation Char_es as set forth in Rule 171, D. P. 10^^-,07 On fractions of miles,no ciarges stall be added unless the distance exceeds five-tenths (5/10) of a mile in which case the charge will be based on the next mile. In the event of dioagreement as to the mileage in any Particular operation, the ^ileage shall be that set forth in the "Nilo Mileage Guide" adju:;ted by the actual roar: -'_l.^awe ron point of lo�.din- and ooirt of 11n1oading to the civic centers of the points irnolved elcept tna� in the event of disagreament as to mileage on work being performed under the terns of a contract with the Cor=onwealth or any agencyor political subdivision thereof, the mileage on which transportation charges are based shall be coeouted and determined by Contr-,cting, Authority or Agency as provided by Section 393 of Chapter 30 of the General Laws, . inserted by Chapter 694 of the Acts of 1951 • COMMO WEALTH Ox T-U4SSACHUSET_TS MWIMLm 4lAGE RATES April, 1964 SECTION 26 PArvONTS BY EUPLOYERS TO 1EALTH AND WELFARE AND PENSION plans under collect- tive bargaining agreements or understandings between organized labor and employers shall be included for the purpgse of establishing wage rates as herein provided SECTION 27 The aforesaid rates of wages in the schedule of wage rates shall include payments by employers to health and welfare and pension plans as provided in the previous section, and such payments shall be considered as payments to persons under this section performing work as herein, provided. Any employer engaged in the -con- struction of such works who does not make payments to a Health and welfare pension plan where such payments are included in said rates of wages, shall pay the amount of said payments directly to each employee engaged in said construction. Chapter 149, G.L. as amended. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAINTENANCE - LEASE. RENTAL. ETC. SECTION 27F No agreement of: lease, rental or other arrangement, and no order or requisition under which a truck or any automotive or other vehicle or equipment is to be engaged in public works by the commonwealth or by a county, city, town or district, shall be entered into or given by any public official or public body un- less said agreement, order or requisition contains a stipulation requiring pre- scribed rates of wages, as determined by the co-missioner, to be paid to. the operators of said trucks,vehicles or equipment .Any such agreement, order or requisition which - does not contain said stipulation shall be invalid, and no payment shall be rade thereunder. Said rates of wages shall be requested of said commissioner by said public official or public body, and shall be furnished by the commissioner in a schedule containing the classifications of jobs, and the rate of wages to be paid for each job. Said rates of wages shall include payments to health and welfare . plans, or, if no such plan is in effect between employers and employees, the amount of such payments shall be paid directely to said operators. F)ho_ever pays less than said rates of wages, including payments to health and welfare funds, or the equivalent in wages, on said works, and whoever accepts for his o,,,n use, or for the use of any other person, as a rebate, gratuity or in any other guise, any part or portion of said wages or health and welfare funds, shall be punished by a fine of not less than one hundred dollars nor more than five hundred dollars. ADDITIONAL MINIMPM WAGES If during the progress of the work hereunder the Contractor employs one or more mechanics, teamsters, chauffeurs or laborers upon a job or jobs not included in the schedule of rates of wages furnished by the Commissioner of the Massachusetts Department of Labor and Industries and made a part of this contract under the provi- sions of G.L. ('Ler. Ed,) , c. 149, ss 26,27, as inserted by St. 1935, . c, 461 then in such case the Contractor agrees to mase a request to the Massachusetts Department . of Public blorks for an additional classification to cover such job or jobs and a corresponding minimum wage rate or rates to be furnished by the Commissioner of the 14a:. actusetts Depacr_ ent of Lahor and Industr_as. U?oa the receipt of the sane from ti:_ said Coc_missicner, the ',ssac`:usetcs DJ part:cer.t of Public Worn si'.all info the Contractor and send him a copy of such additional classification or classifications and corresponding minimum wage or rates, and the Contractor agrees that thereafter he will pay such mini=mum wage rate or rates for stch job or jobs receiving such addi- tional classification or classifications and the Coatractor shall have no claim for additional compensation because of such additional classification or classifications and cr_nimum wage rate or rates, or for payments made thereunder. X%4 X4 iCif :Fk �\ `Cs fjr �1nmattcrfnrltl;. c;{ i�$s::c;�ur•"s DEFARTEIENT OF LABCAi AND !NDUSQUES DIVISION OF lh'i)USTIUAL. 5AE-CY minima Wa,w Ratea for Apprentices employed on Public Works . - Determined as a percentage of the Pre- dccs mintd Kourly Idage Rate established by the Ca-NISSIONER under the provisions of tale Massachusetts C.'anercl L. s, Clapter 169, Sections 26 thru 27-D inclusive , as amended. AL1 apprsntic¢s shall be registered with the Division of Apprentice Training in accordance with Ksss . L. , Chaptor 23, Section 11-H. i iSASSTrICATIMrS j STEP 1 STEP 2 STEP 3+ STEP 9, STEP 5 •STEP 6 STEP 7 STEP 8 STEP 9 STEP 10 ff � A:bustos Worker � 50 50 60 60 I 70—; 70 80 80 so i.l e r ' ke r 70 j 72. 5 7 5 i 7'7 . 5! 80 8 5 90 95 �•'�.r� 3z�cklavez�Pibstez¢r e.01501 6,0 7080 90 95 50 55 60 65 70 f 75 i 80 85 Electric .; All 35 43 47 51 58 65 70 75 I vi>a e 40 45 I 50 1 55 1 60 1 70 80 90 / :ron Worker 60 I 70 75 80 85 90 Pal-intern 1 50 55 60 70 80 90 .� i PIumhar !Pipct fitter i .0 40 50 1 50 1 60 60 1 70 70 85 85 Spr:n4.ker Fitter i 40 45 50 455 60 ! 65 { 70 75 80 ! 85 !7.r*#t XA2tai :porker ! 45 + 50 55 I 65 75 80 90 95 ca?.'� hr r I. SO 55 60 65 J 70 75 80 85 90 600C �Lin,rnz ; 60 65. 70 75 80 85 90 _ _ — ' Steps liquivalebt to 1',000 hotrrms or 6 4sonthn: (Corporation Form) C. 02981 DEPARTMENT QIP ENVIRONMENTAL QUALITY ENGINEERING CONTRACT .Clause 1.-This agreement, made this eighth day of July In the year nineteen hundred and eighty-one between the Commonwealth of Massachusetts, by the Department of Environmental Quality Engineering,and Dan W. Clark, Inc. - Fournier Marine Corp. (Joint Venture) a corporation duly organized under the laws of the Commonwealth of Massachusetts and having an usual place of business at 46 Millfield St. , Woods Hole, Massachusetts 02543 _ herein called the Contractor. Clause 2. — Witnesseth, That the parties to this agreement, each in consideration of the agreements on the part of the other herein contained, do hereby agree, the Commonwealth of Massachusetts for itself, and. said Contractor for itself.and its successors and assigns,as follows:. - The Contractor agrees to furnish all equipment, machinery, tools and labor,to furnish and deliver all materials :required to be furgtshed and delivered in and about the improvement and to do and perform all work In the proposed dredging of.-Palmer's Cove, in the City of Salem, Massachusetts in strict conformity with the provisions herein contained and of the Notice to Contractors, Proposal. and Spa" Provisions hereto attached, and the Standard Specifications for Highways and Bridges and Waterways adopted by the Commissioners of Public Works under date of June 12, 1974. ,on file at the office of said Department of Environmental Quality Engineering at Boston, and with the plans referred to therein. All said plans, Standard Specifications, Special Provisions, Notice to Contractors and Proposal are hereby specifically made a part of this contract as fully and to the same effect as if the same had been set forth at length heroin, Clause 3. — In consideration of the foregoing premises the Commonwealth agrees to pay and the Contractor agrees to receive as full compensation for everything furnished and done by the Contractor under this contract, including all work required but not shown on the plans for `be items herein mentioned, and also for all loss or damage arising out of the nature of the wort: aforesaid, or from the action of the elements, or from any delay or from any unforeseen obstruction or difficulty encountered in the prosecution of the work and for all aisks of every description connected with the work, and for all expenses incurred by or in consequence of the suspension or discontinuance of the work as herein specified,and for well and faithfully completing the work,and the whole thereof, as herein provided, such unit prices as are set out in the accompanying proposal, and for all work required, for which there is no item in the proposal,such compensation as is provided for in the aforesaid specifications. In witness whereof, the said Contractor has caused these presents to be signed in its name and behalf and its " corporate seal to be hereto affixed by ........................................................................................................ its..................................».................................................»......:................. and ................._.........».................................................................... its.................................................. thereto duly authorized, and the said Commonwealth has executed these.presents by its Department of Public Workc, on the year and day above written. - CO SSIONER " Department Of Approved: Environmental Quality" - Engineering " C f Engineer -------------------- Dan W. Clark, lnc. - Fournier Marine Corp. (Joint Venture) IIy ,Contractor. ` s t . Corpdfate Beal 1 1 Approved as to matters of form. " Assistant Attorney General - .i PRQPOS L it FOR....PROPOSED HARBOR L\TROVENENTSMaintenance Dredging, Palmer Cove ''.. ---•- �---_._..... in Salein'I-Iarbcr• _..._. .•---•-•-..__.-.-- ----------------------- COh1MONWEAL7H OF MASSACHUSETTS. LOCATIOtI. - The work referred to herein is in the...Git3c-of,S LleU]__-_._.. ESSEX County of---C........................ _ ....Commonwealth of Massachusetts, and is shown by a set of plans, on file in the office of the Npartmert of Environmenta 1 Quality Engineering entitled: ..-__-___._ "PROPOSED HARBOR IMPROVEMENTS Maintenance Dredging Palmer Cove in Salem Harbor, Salem Dated: April 1981 Acc . 1105152 A thru D ; To the Parry of the Fira Parc The undrrsi�ned. as bidder, declare, that the only persons or parties intrrosf^d in this proposal as prineipafs ary those, named berein; that this prnuosaf is made without collusion with an ' loca:inn of ,he p•oposed work, the ru nsed form ci Y 'ether ger,;o n, firm or co;pn r;,tion; fh;a he has carefully ecamined the C D mitr',t the cvr,•ord spy cifiriVons /nd Plans r!,rmm re!r.rr-:d to and the 3nmual Provisions hereto annesed:and he proposes and ar,r.os, if ih;: rrueo:al is accepted, th:a he will contract with the Pavy of tie• First Part. in he form.of the contract ref?reed to herein end o be qnn+sed hereto. to prnvid?r,If nccessa•y machinery, fools, .]oDamtri and other moans of conxtr.;etion, and to do all ;he wo•k and (urni,h til the aateeals ;pcei tied in Ihr contract in . to manner ail •:^re therein przscnbed. and according to the requirements of the Er, iooer as therein ;et forth,and that ho will c the following unit prices, to wit: S take in payment lva:efor ............................................................. ......................................................................................... ITEM - UANITY : • NO. - ITEM WITH UNIT BID ?R:L'c Y/FITTEN I!1 WOROB UNIT PRICE i ... OUNT •_ ..............:........I.................. .................................................................... DOLLARS _ ............. .....LLAR.. .CENT. : DOLLA 3S 7 eF -r•//�7yy��// :148,: 40,000 :Cubic Yards of Material Dredged :& Disposed of at Sea as herein :specified, the unit price of i �� Slav -�t2z ¢, `�� :/9Se� .,��'✓ Per Cubic Yard y;K -1481 20 €Cubic Yards of Rock and/or : Boulders , removed and disposed of : as herein specified, the unit : price of ' i __ 77r�Tt� jzs - Sc7 — /�r��raj Per 'Cubic Yard ............................................................................... .................................................................................. TOTAL BID l �'ir tib I R- January The following pages o£ this Proposal Pamphlet contain pages that require the Bidder's sicraturc or tle Bid will be- declared In�ormal- Tha table below designates whee certification requ-remeats are included as pa-"- of the contract_ Bidding Penalty £o= failurei Signatures Requirements to s gn f Pzoposal Sismatu-e Page,' All Projects info---nal Bid - d .fz avis e1-11 Project., Tnfo�...al B_c Ce •ificaticn of PrProus- AI i _ - - - 1 'Fe aid _ Info�nal aid _ Contract subjecc to the Projects Equal Opportunity clause Attach-=ent Ci 32-34 Certificaticn "A^ for Al2 projects where" Ynforral $id, .ezccent Cont=ac�g ?L orifi Applicable on-Federally Aided. Sub-Conacto s Projects- it v-411 be i • .':�, tJr:; 1'. ''.CCS ......_.� 1::C:.::::C ',.:IC :•ilY: _':�a:l of u- or.._cc CCi .,•i.. iGC^C-'.. .'.C•:'.__. • O: .... ., :C j:C: ..r.r_.._'ya Gi aii ..::C la_[:O:": :..^.ie.; O: -Z-37;,', a.-': �'IC•' v.:.._. 0 or a�J. a.•:0 a,_-o vo :.C:.;,:JLc\:-.:J::i .-. i G. CGa.. I.:r::C;:- :, . \..: ,.::C 4:a..a^ i n..:" ..a:Y aGi a..1 CC,..:: .JCS: and 'S:..J...: �:1 .,.0 a: .�5 �G: Y:\O .I'Jr! •...'. in tho f0_1 of '•`•::-c.: _.. one-hundred and fifty (150)- °°' rac J LL:4 LO U::.Cn- .. ...:C day :i�:an \.:::2 COn... -I ----'--�;;--.C: days. �d n!::LG.r G_ •'•C of :J copy O: LCC contr::C`.. will have OEd-14, i= .._ :J csr_:. SlIall. be acce ''cd and t:Ie it::der Sil:ed 1 siia_1 :a I �o co:_rao' as .O_'l..+U_C Yr::.. Ya i'a: LL \O.0 iii v.^.Z to ba do Ya:...l_nod \.:, aim •• y • _ Vn e."i u_G II_.'V •"]U1Vuj JaV_1 • .uV u tG^I•i .�.^n:': a. .;Wil. U:I.. •• _ .. v, _ ..1❑ ' ' 13.vcc:C7d?.r dLYs f--c; . ..:C da:,C O:n 1C G� a not_cc fro..,. ,:a io _ ;L o _` h acn _n_ , y ..v..__. YO Y..° 4GGr..:.;. \:C.C::.au1 _•JG .�:,�, • _LLa.l. • =v .i ✓��:' Va..e, V.C: Wil:�.a�V....._ V UV lYs ° i� _• dct O _- _. ••uu t1 a/�...•V...-.• ..r Cv..V_Ja. an'; 'V•• •••• i ^•.1' . i v�J••, Gr.yl.:c w.e^..0 v.•. 1 i U•.0 V.•ai 4V(aiVJV�..vV V•IL,•y n`.� OC ...Ll and Y:.=..:� .. .8 prCOJGa1 •. V r.. _ •...a_- [,••c:." '"i ::'v J: -.0 -, CO'JC_inL:-is D' MGS-1 V •- YJ. v Y:.V prV vt�� V. Yv.i CG_:"„.i. ` n �•n, r • • ai vl• Ga :--j..v - c:I c V Ys, o hcr:Ilse he sa'd prG_vS. uil na.-.0 a:d aC_dress O. -'i'Ji41:a' .16 SiZ;I. u vJ A GiC 1" a0. O: SOC4_1 SC:.::1'1.: I•` ,�•• CC u=VC[:, 51::1.1 aS II G'..::c;r" in v:•C CaSG Of a..- ':'C" .'. II e G�� O. LL �V�Cr¢i bc_'vi•Cr S:1��, IIG�� II -w Y1e&5. TIln i• is o C.. 11 or \.J-Crial �G.9 VC:.S3' o • _ _ ]• a C,, ;c a.. O: ...... .Vidl:a?S CuJ�.ni; bllH. anal adcress o: ea.... :CSS as a i1 , b1VC if bi c.- n co: G. ion, ZiV -sa co ch `ncc.ro:a %9lur%CJ 'L�lclC yes of nG io?o;1__.--o,_i r 5,....... .. __ O_a _.. Vcn„ .'C:�- al.:.:.•'.. f u ..i1J 'lG:,J of ...-w CJ:•'- __ .G.. d-._C:....- � c%`ci ' /J�� .Sl- �JJS-7L.J'Y ///•(' // A F F I D A V I T State of. . . . ./.f.;'' 4�. . . . ... . . . . . . ) County of. . . . . . . . . . . . . . . . . . . . . . . . ) (Bid Opening date) The undersigned being duly sworn, deposes and says that he is the T — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . sole owner, partner, president, treasurer, or other duly authorized agent or official of :. . . . . . . . . . : �i2,�✓e�rz /yj�. . . . . .... . . . . ..!. .. . . . . . . . . . . . . . . (Name of bidder as appearing in submitted proposal) for work in.r—.'!f . . . . . . . . . . . . . . . . . .on. . . ';�c . . . . . (City/Town) and certifies that of his own knowledge, said bidder has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this co tract. Signature and title of person making affidavit Swgrn 'to before me this 4�. . . . . . . . . . .day of. .:- 14!IV . . . . . . . . . . . . . .19'. y otnry Public R: January 1973 SPECIAL PROVISION 4INCffiTT CONIRACrOR PARTICI?.ATTON • (Suppleneattag Standard Specifications, Section 3.01) T. U'.I:. GN IF NiNC CCNTRAC'C^?$ Any Bidder subritting a Proposal to work ander this Invitation for Bids, and the Contractor which is awarded the work -.oder :his Contract, shall use his or her best efforts to utilize Qualified minority contractors or nuill_ied contractors with substantial minority r-pTe5cn:atic.1 anode zaeir etmlayeons.es Eor any work +iaich i. Ioyeis proposed for sub-letting under Section 8.01 of the ScanLard Spec- _. - - • Io further=ce of chis af_`l rmative action obligation, said Bidder and Contractor shall take at least the -t asur_s which are p:escriled in this Special ?rovision, _ II. - t-?R AT?VE =.CI-'? ?URING PREPARATION OF 3IDS -A. Any 34dder intending to sub;dot aaT portion or portions of the work under this Contract, ' Shall take affirmative action: • (1J to contact at least those minority contractors which are included on said list - published by oho Sta-t "ce .of 4iaority 3ussiness Assistance, Eaecuti•re Office of Co=unit!cs and DaveIOQlent (hereinafter refs^-d to as '•SOMRA'•) and described therein as qualified :a per- fa= such work; and - (2) to give such contractors equal consideration with non-minority contractors in negotiations for any such subcontract. 3. To signify and affirm cnnpliancs with the atovisions of Section II.A. , above, tat - 3idder shall sub ri: the 'aiiority Subcontracting Certification "A" included in the proposal Pamahl:r aid hertby made a part of the resulting Coatraet. Any Bidder not conplyin; with provisions of thi; Secaoa shall not be eligible for award of this Contract under the Invitation for BL's. Fa i_u c- a sub-it Ce rt a'_cat ion '•A", a9 prows Led harem render od-r •h's bid non- z o. moil VC. L. • III. AFFTR ATk=f ACT?CN AFTER AWARD OF rdE COh-r33C7 A. Ezeeot as Provided !n Section 11I.C., below, if, at may time following the award of the Contract sub--ct to tiffs invitation for Bids; the Contractor intends to sublet any partioa or pardons of the worn under said Contract, said Coatrzetor shall take affiraative action: • (li co ratify, preferably in writing but by telephone if neca ssa h - sc- ,u ry, the State IZ_ace�of Sana r'_:y s:r.ess A3SlstanCt, 100 Canbr idge Street, 3a Stan, 4xssxdusetrs 0X02, Room 1503 (:elcunont '.0-3692) of ;he type and approxiaato value of the work to be.subject to any such subconr-.ac•;' '__` t2 ^.:act it least :hose ninority contractors which are included on a list provided - bv.SC1aBA and 'n ch Ire 'esc-ited therein as qualliied to perform such work; and - ;5) :a ;ivc such contractors equal consideration with nen-iinority cam tractors is negatiaticas fpr any sue: subcontaets_ 3. 'o s rnifw and if-;ra compliance with the provisions of Section III.A., above, the Contras^ shal_`suba:; -he 'finority Subcontracting Certiiicatdon. "B" attached hereto, as part of :tis :-qutst far '.rotten cor.senr to sublet. C. ^rovtsions e- Section IIIA. shall not apply to said Contractor if (i) within ther:y (30) cat's fsllewing the award of this Contac said Contractor nauosv in wr_L'ng. the Consent of he =epar:aont to sub-let a oortian or portions of the work subject to this Contract, as proviced is 3eeticn 3.01 of :he Standard Specifications; and (it) said Contractor has otherwise fu11y cera Luc with ;.`.e rpvislons of 5Qetion I1. of this Special Provision, including tho submission of Certtf:cation "A" s: :.._ cine of ;he submission of the Contractor's Proposal for :his Cant-ac-. D. SC43A :hail pra•side to said Contractor a response, preferably in writing but by tele- - phone if ❑-.canaryI P,,zo 4r.-Ludes a list of the nines, addresses and telenhone numbers of ninorir/ .ra=tar- pool:: ed to -perform the work to be subJeet to any subcontract. If for any reason sac:•:esaonae a act provided within five (5) days fro: the tine that the Contractor aro '/L dad the mea,'ice:;an r-cci--d •sa der clause (1) Of Section III.A., abe", said Cont.-actor shall rot ae rceacrcd :a :o-aly -+..-"- t.:c rtquirements of clauses (2) and (5) of Section IiI.A. -?AR 7%e ^,oar:pent will Rot azor?ve any eubcontt act proposed by aha Cont:se;or Pursuant :a :<c:ian '..I' f t%- 3:andard Soeci'_cations unloss and until said Contac-or has conpiicd with ' :he :_—s o: .ec::an :: or lection :.I of this Special ?revision, vhichevnr is applicable. taw it any ___a- -tout" sne4 !n f Spee al ?:;v:Sean. o mention a !s ae cesaary in the jut dement of :hQ otrc_ene ;o toe:ra:n -no_ ton_pliance if any 3lddar or Contractor with tae :sans of this - 7I. - 3R ^..e _oncracar ::_+ .,ma,- Nd rake kaawn to the State Hi;hwav Deoar^_enr's _E0 Coordicator ,;o wtll be :he 4ln arse ,! ! uslu-en Liaison O_f_`icer. This esignee 111.,:27 but,saws tntorpriso progran. R: Januar;: 1973 ... .: 9 -.9.E::'3n:'3 13upp LJ.aon:ln, ^e_ Dapa^:aan:'a SLandard .`0 Balder Sues not nton9 to subiac any _,.ea tf -war:c tri: 7::3 Bld'_3r dJe9 _..2:d CO 9Ubi2t and C2r:iri 39 :.13:. _ 'he _]Zr3:.CP. Jr b:�3 fa :.-_ .... _:aC: ZUD5act :O tais _II'J�3t'-On -• d3. 31- --___9.- __ :dc:2d atr ? -' h092 ^.incri-- .-Jr.:r3 - �'il ^ e d3 ii3c2d On ^nada d ^ t Or V:his Jer_'___,'.a:ion: )wh-' ire t _n (ii) as-q a_9 _.O-C za 0.ricd_ 1.9. y-_ I9ne1� ,,�ir.i�.:: a.^.d fe LI RClO.: are d29CrLJad _._. _iH 39 ^.'Sa].if3d JO _r]rII~' .OriC : .la :57 be ::''J3�;9ct Or - cubc0_c7aO: O:ono2ed ror _ _OYaI b7 „-E eaar:^.2n: 'L.d3r J3Ct:0:: ..:: .]r .:.d 3:.'---- - Je=---_-_icn3: and .. (=i a: sa:d Bidder ,are Such ` ^^it7 coetraclorz at '_east ?weal COn3Sd9r- at_on _ n- _cJr. a;,4a- r. —c3 a..7 vork whit _. .. aaid 3-____ . ..encs :o - -eae ]ub-1at:_ag •_.darsaid Section .4.01. [".a:>ri a.L:- �.'_ _ _o-o•.:^^5J3. ThecertircOat.On recu-red to be z,de dur9eant :o aha Snecial - ::.._A __ '_ -_al and .iil +ba ed a part J2 'h9 ui:in; ccncract as a _ ,p_a-a.^.c :J sa13 Lec]Lc^ ^y. ijure :O SAOCi 'd .._:9 .._:Lir iCd:i::C id render this bid . mon-r99JGnaV/a on Federallv 9i 'ed Proje is only. P. .h3 =_dd9r ?.Oe3 �n:and to 3Ubl3t a9 r01_O: s: -:a^ - i0 - _3" :1d]:e $ .id'S9s9 Jr ?anOrit7 _ _ _ i 3 '.tact ed \ 49 LT acco V' :•.c_ with the Dena=tWer _' S S.ec_a'_ -j ; =_n» nV,� .. St...:.daz_zl S=eC_...C3t_cR, Sec`_ _, CAnB .�� t at? J t 5 • /� ) Sa4d Cn,^�_aetor n:CV ded, ` ,-e nct: c: _ \ _ ,c r . � _ _ �I- Bus; . T _ _ 0_ C �L- __as a.... _ - awork•e c-c to -e - - C:= Sant s cort_act _ ac_ ern = cr - - a ce'_ _e- • ested. ac:_ _ - i -C c' n S.0'. (2) z _escr_se, C.._ In `" __� ..� Cn•.�] i e (.7) CZVS c= z2zcve, zrd nat Sz'_� co..__ac .._s des -' -=e==== a ._e wc-: tC ne 's::'- - eC_ '" ary SCr. •3:.. CC..L_3C_; cave S:.r_. _ - CC.. .aCC„.5 at l ea5� .. .V__..r L• :.er. ____ ..•ns • '1 1 TFZ C0:'}RIMXZALI'Y OF :(ASSACIIUSETTS SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY AN:I-DISCRIMI ATION AMD AFFIRMATIVE ACTION PROGRAM - - Z. For purposes of this contract, "minority" refers to Asian-Americans, Blacks, Spanish Surnamed Americans, North .American Indians, and Cape Verdeans. "Commission" refers to the Massachusetts Commission Against Discrimination. It. During the performance of this Contract; the Contractor and all of this) Subcontractors (her_inafter collectively referred to as the Contractor), for himself, his assignees and successors in interest, agree as follows: • 1. In connection with the performance of work under this contract, the Contractor shall s not discriminate against any employee or applicant for employment because of race, color religious creed, national origin, ageor sex. The aforesaid provision shall include, but not be limited to, the following: employment upgrading, demotion,. or transfer: recruitment advertising; recruitment layoff; termination: rates of pay or other forces of compensation; conditions- or privileges of employment; and selec- tion for apprenticeship, The Contractor shall post hereafter in conspicuous places, available for employees and applicants for employment, notices to be provided by the Commission setting forth the provisions of the Fair Employment Practices Law of the Commonwealth (M.G.L. Chapter 151B). In connection with the performance of work under this contract, the Contractor, shall undertake in good faith affirmative action measures designed to eliminate any discriminatory barriers in the terms and conditions ofemploymenton the grounds of race, color, religious creed, national origin., age or sex, and to eliminate and remedy any effects of such discrimination in the past. Such affirma- tive action shall entail positive and aggressive measures to ensure equal opportunity . 1n the areas of hiring, upgrading, demotion or transfer, recruitment, layoff or to rminstlon, rate of compensation, and in-service or apprenticeship training pro- . - grams. This affirmative action shall include all action roquirad to guarantee equal employment opportunity for all persons, regardless of race, color, religious creed, national origin, age, or sex. A purpose of this provision is to ensure to the fullest extent possible an adequate supply of skilled tradesmen for this and future Cocnonwealth public constrtetioa projects, III. 1. As part of his obligation of remedial action under the foregoing section, the Contractor shall maintain on the project not less than the percent ratio of minority employee man hours to total man hours in each iob category including but not limited a. to bricklayers, carpenters, cement masons, electricians, ironworkers. operating engineers, and those 'classes of work"-enumerated in Section 44C of Chapter 149 of the Massachusetts General Laws. The percentage ratio for this project is found on t Page 1 of the Special Provisions. 2. In the hiring of minority journeymen, apprentices, trainees and advanced trainees, the Contractor shall rely on referrals from a multi-employer affirmative action pro- - - gram approved by the Commission: traditional referral methods utilized by the construe- tion industry, and referrals from agencies, not more than three in number at any one time, designated by the Liaison Committee or the Commission. IV. 1. At the discretion of the Comsnisafcn there may be established for the life of the contract a body to be known as the Liaison Committee. The Liaison Comm--ttee shall be composed of one representative each from the agency or agencies admin'-tering this protect, hereinafter called the administering agency, the Commission and such other representatives as may be designated by the Commission in conjunction with the admin- . isterinq agency. 2, The Contractor (or his agent, if any designated by him as the on-site _qual employment. opportcn ity officer) shall recognize the Liaison Committee as an affirmative action body, and shall establish a continuing working relationship with the Liaison Committee, consulting with the Liaison Committee on all matters related to minority recruitment, referral, employment and training, ' S. The Contractor shall prepare projecced manning, tables on a quarterly basis. These shall be broken down int projections, by week, or workers required in each trade. Copies shall be furnished one week in advance of the commencement of the period cover- ed, and also when updated, to the Commission and Liaison Committee. • a, Records of employment referral orders, prepared by the Cont actor, shall be made available to the Commission and to the Liaison Committee on request. S. The Contractor shall prepare veertly reports In a form approved by the Commission of. Fours worked in each trade by each employee, identified as minority or non-minority.- Copies of these shall be provided at the end of each such week to the Commission and to the Liaison Commitee, V. If t' o Contractor shall use any subcontractor and any work performed under this contract, 1 he shall take affirmati -e action to negotiate with qualified minority subcontractors. This affirmative action r.ha_I cover both pre bid and post-bid periods. It shall include noti- ficatien to the 0-':!cs of Minority Business Assis'nnce (within the Executive Office of Coxmuai:ies and Developcen') or its designee, while bids are in preparation, of all pro- , duce, work or service: fog which the Contracto- intends to negotiate bids. VI. In the employmentof journeymen, apprentices, traineesand advnnced trainees, the Con- tractor shall give prefer_nec, first, to citizens of the Commonwealth who have served in the weed forces of :he United Sta as in time of war and have b-en honorably discharged theref-oz or re-leoscd from aetivu'duty therein, end who are qua .ified to perform the work to which the employment relates, and, secondly, to citizens of the Commonwealth generally, end, if such cannot be obtained in sufficient numbsrs, then to citizens of the United States• the requireconts of the above paragreph do not apply to any project or part thereof, f!r,ancc, in uhol.e- or in pert with FOdor I -Funds. - VII. x'.!O3I"ee of the Commission and a designee of the Liaison Committee shall each have right c :cress to the construction sita. Coro:2anee with Requirements The Contractor shall comply with theprovisionsof Executive Order No. 74, as amended by Exacutive Order No. 115 dated May 1, 1975, and of Chapter IS1B as amended, of the Nt34tChusetts General Laws, both of which are herein incorporated by reference and made a part of this contract. IX. !!cn-Disarf_inacisn The Cortrscter, in the performance of all work after award, and prior to completion of tha contract work, will not discriminate on grounds of race, color, religious creed, national origin, age or sex in employment practices, in the selection or retention of subcontractors, or in the procurement of materials and rentals of equipment. X. Solicitations for Sub-Contracts, and for the procurement of Materials and Equipment d In all solicitations either by competitive bidding or negotiation made by the Contractor ` either for work to be performed under a subcontract or for the procurement of materials or oquipsent, each potential subcontractor or supplier shall be notified in writing by the Contractor of the Contractor's obligations under this contract relative to non-discrimin- ation and affirmative action. XI. Comol_ance-Information, Reports and Sanctions 1. The Contractor will provide all information and reports required by the administering agency or the Commission on instructions issued by either of them And will permit access to its facilities and say books, records, accounts and o her sources of infor- matlon which may be determined by the Commission to sfiect the employment of personnel. This provision shell apply only to information pertinent to the Commonwealth's - supplementary affirmative action contract requirements, Where information required is in the exclusive possession of another who fails or refuses to furnish this infor- mation, the Contractor shall so certify to the administering agency or the Commission as appropriate and shall sot 'forth what efforts he has made to obtain the information. 2. Whenever the administering agency, the Commission, or the Liaison Committee believes the Genercl Contractor or any Subcontractor may not be operating ,in compliance with the is ns of this Section, the Commission directly, or through its designated agent, shall conduct an appropriate investigation, and may conferwits: the parties, to determine if sech Contractor is operating in compliance with the terms of this Section. If the Commission or its agent finds The General Contractor or any subcontractor not in compliance, it shall masa a preliminary report on non-compliance, and notify such a Ccntractor in writing of such steps, as--will in the' judgment of the Commission. or its agent bring such Contractor into compliance. In the event that such Contractor fails or refuses to fully perform such steps, the Commission shall make a final report of non-compliance, and recommend to the administering agency the imposition of one or s more of the sanctions listed below. if, however, the Commission believes the General - Concrsctor or any Subcontractor has taken or is taking every possible measure to achieve covpliance, it shsll not make a final report of non-compliance, Within icu.tten days of the .eceipt of t .e recommendations of the Commission the administering agency shall_ no-go to impose one or more of the .following sanctions, as it may deem appropriate to attain full and effective enforcement: _. The recovery by the admin'-stering agency from the General Contractor of 1/100 of it of th^ con raet award price or $1000 whichever sum is greater, in the nature of llqu'dated damages or, if a Subcontractor is in non-compliance, the recovery by the administering agency from the General Contractor, to be assessed by -he General Ca-..tractor as a back charge against the Subcontractor, of 1110 of 11 of the Su-contractor pr'a - e, or $400 whichever sum is greater, in the na- taro of liquidated damages, for each week that such party fails or refuses to comply: b, :he suspension of any payment or part thereof due under the contract until such t._e as the General Cont actor or any Subcontractor is able to demonstrate his compliance with the terms of the 8ontract; - c, The termination, or cancellation, of the contract, in whole or in part, unless the General Contractor or any Subcontractor is able to demonstrate within a - specified time his compliance with the teras of the contract; - d. . The denial to t.;e General Contractor or any Subcontractor of the right to _ - perticip-te in any ,future ccntrocts awarded by the administering age• cy for a period of up to three years, _ - 1. If at any t!me after -.he imocsition of one or more of the above sanctions a Contractor is able to demonstrate that he is in cgmpl .ante with this Section, he may request the admin- s istaring agoncy, in c0nsult2tioa •.rith the Commission, to su.psnd :he Banc-ior. condition- , - ally, pending a _i al determination by the Commission as to whether the Contractor is in ecep:ianca. Upon final decerminsti•.-n of the Comnission, the adr,inistering agency, based an the recomendo Con of the Commission, shell either lift tho sanctions or reimpose them, a. Sanctions enumerated under Sections "I-2 shall not be imposed by the administering agency except sitar an adjudicatory proceeding, as that term is used M.G.L. c. 30A. has been conducted. No investigation by the Commission or its agent shall be initiated without - prior nocico to the Contractor, XII. Severnbll!ty ..,e orovisions of this secticn are serverable,, and if any of these pro- isions shall be held =constitutional by any court of compo.ent jurisdiction, the decision of such court shall not effect or impc.lr any of the remaining provisions, The I C.^+_ 01V S•dth the n2'_l0-H., io �} a r� 3i7eC11C �L=1r:.la:''�.=VC ac on 5- 34P_:^.G� ac_C1a^_j a:?L�. ODtC1= =C= each of its SL•.+....,i_�_�.CtCrS arm. SL:?:?;i!it %o ^.-'_' co Or aEmi—nistozing agency prior to the ca,.q .r,l Oi an SIL7C'J:trC`. • under this contract the slzbcont=actor Ce=tifica tion reCU4 rca . by these b_d Conditions . Sii�oCOntraCtOrS ' Certl ficatlor Prior to the. 2:dara Of - a1:v subcer_tract under this invitaticn fo= Bids, recardle=_s • of t1Cr, the `pros^2cl, e suh—on—actor i.11:St ex^CT3i.2 a.^_C' • 3L`^-'^._' '�. to the PrLme Contractor the fcllcwir_r, Ce:t1_1C2`_�C^, • Which will be, ce_reed a part of the resulting SLTbccnt=c- S - •. - .S ITBCCsi''R-Z,C T OBS T CL7T1 . CeT =;105 tf?et: �Sil'=ConL.ra CtO�) tc - c. J'7CS to L'S0 't:_ef011Cw1."_y listed COIIS t';'t`^.._. : %t r `}Z . t_- :r-C: II.^•Cer the -A -a?-T a 2. w; I h Cc -ply with the n_.^_O'_"1----,i, ratio SpeC1 fiC - • t -_ . _.,. fes ._?`i,- +`-.� v � _,\ i_� ''i• Sa1G' SI:f:CO:'_trc.Ct.0 � Cer:'.1�1C�t1C'>` i / .✓ 'f.7'Co .�S _ � \*J_'��' h� Dr-'� =acts u-nde �C:h`'9 pr L'lE cc_^.t;ac-, t^•O. S,_JCO;,�=c.CC s ✓ _.. y.: _1 L� ._ zu _tcrized represen'ati.%e C� the 1'lO_...,3 has de�_T-1:.r.�d, 1i `l,� Sri.Ca has been 1nCC oratcCI. 1r Suc'n S-Lcbco+t`a Ct, recardICSS Of e�__.....�.0... S41'c:.OU� SI.0^. `,Jr1-ite aPPrU\a Sha-11 `void. 23• i( Y=a'.1..`': 1_ L rOGIlir e^.tS III?Ce O� tPe }J1CG DI:rS' =^. t0 a•0Se b4 CO;hd1t1C^S are mater-, al, a d 4;111 S.oVc^'_-n the bidde:=S per=o?:S,crCa On t-^ Project a:?d will be nace a Part of his bid. Ml :07.i.f"_✓ U 4C3 iT .GAS PO B a p 0TT T- TO S=ITE A1.1D ST-1,T^ ;lcSISTcD C:ONT?',CTS �-- j' OF i.'Acc,..Ci U _- TS _ L Tho follc:;�, - rercc^tar..�sJsti,all ap�l,;_ z ��- -�•.. n ^T _ Tio 1,. I ap ct ._�ca (.Tanaka n1 -'n (par-_) 30, 1 •_ -` _ : ?, SOLLtn Cc-.r,-,, C'r. r.a`C-:T'L, ' SO::C:h d) 12cu 57;1::0.1C� CI lv N .�11 UL.�hf•'- C:..�L'_J C.rl. 1.n�i/:.J C J,'J Im -is c 17ain-l-inlf oc-al7ce �7h of Bullrbeacl P�aee 0"S,,dewa/1r 46 'C o n c re Ae -'ele. A5, 7, Concrek L7 /Y7.H.j-v. 'Ele. /0 IY7. H. <DO Rock czad effo r/h- 40�/*// 'cle. W- oc Ele. 0.0 AIL L Ele J —IL L qoND 1`4 V11V G Iq 7 4F L MER s c 0 VAE slqz-AEIV. mIq s s *SC4LE I INCH t3,E/D 7. 49 4 -4 ClrY EAGINEER tir OIL Fe-0 PC ISED FILA. ANI> CA%lt%67 /lost S■ ■1NE0■Osgmi\OBMMS■w■w\ENw00■Mlmiata ■ami ■mint■/snONOSftO■alsi SMOSMSOs■■■SSs aM■\ESOit NeMME\aM0t0■■■■0NlM1s■\\MBa\■nE■OrEMSESs■\ ■OnEaa■lift ■■■/ r ■ .p■/N/■■■tEMO lwOnNMiEsnsalssSMOss■N■■wSOfoOSESMtnSS■sNSOSSEs■\ESfE■ti�sfw■namiOaM ■OSSMEM■■SSs000SOEo■O■oneo0s■Mf0 ■ ■ ■sMSMSOEMf nl■■ E:a19 Mott SMM a0E■SSOnE■SESsf■tilt■tMni/00L■ti�fSSS\t ■aN011111LLM■ESE10\OSSE0o0:SisOSEISS:YOSNOOM■■ssni■■/00■■■■■■MMMtfs\EEESSS■0 ES:LO■■\01p/tMGE ■ .G::E:C:sLi00i00s0nsNONf:■\■■MlOittnw\■■■\tN■llMtritOlmii■hili■ SissIMOOBI■RaB/Olmismi■EM\B■sOoiO Mminr\EMO■■ES/rtrs0/■■■■lift■\/OBtafEt ■ omit tl� ■LS .1s1110n10■tOSMSMn/ols■\1N■/■■! ■ of■MM/�i�l\■awMtl■omiE■■\ ■p..■olEOM000■Ep MS■MMSmioosMMnl/01MMMa/Ml ■M1\o■t1Eo oNM■■tawMlM11 G1CNaw■■\ltuNlt8nBmi0n■q/■ 0lu OaNMNNElESaO p■OnNI M1 olMmiEooaillaMlotM ■ stnE000lS■O1 OMsmi/■■ ■ ■■milEaMnsrIMEOMO■nlOSNM■S0Bll/■OMML .o.�ff:ataS•n■■ 1a ■ iso ■ m ■ul OM /apOM pLoai•1 ■/■�loMMOmi ■o■■■BMMalcl■aM■Eiqu■O L MllaSllllM\1s\StsEBaanILGMt!■SOo.I\sEMMMLIIMMMMmi■■N ■■■tN■oo■EEIEEE■\psl ■..■■N■asuao■q0 L1NE.! ■Eo■SwOwnnEMNts\1■■t:■■■GOMMMpp■MalMliq■opo■:/ ■O EE■Mo ■■■MSicaOa■■11MMsoeM\■Slilil■ES Gsle\E.Ot1M1■\tn■ooN/0811 ltoll0.1.0�■Nll :Ml l■ ■ .■■■.�■■.. ■ /on.��.I■ l:IIRMona■ws■■■nr■iii-if■101f■■■01■Gfi11wEEE\11■01aN■■MEN■f■■■f�rr■w■rs■■■i■■,■■■,,,,Nsw■,s,■ri,rrw,■rN,rr■,,,,■■N�■iiNN■„wr■■w■r■,■,r� ,E■Nwwr,■■,iNw�„r■,r.N.,ww■■,N,NrN,w,■,■■,NirwN■,,,,,,Nrrrrrrw,N■N „pN■wNrwrr,r„Nw„rw,,,r■■■N,■■,■i,■�p„N■■N,,,■„r■,N■■r„�■,Ni,w,■i,rrrwwNw,L:� r■,S■ ■■--■ N■■■■ ■noon ■ Mlt1 ■■SspO■0000 EEE■inssMOfSEot Mmi OnOEMMSsOo nEwEEOOssMs■enlMfsEtlEOss\M■S■S llEp ■M\! Nit■/ ■ ■ pOMI■■1B■IiEEEEEfNp� tl■■ 01NN■■ME OwiE■iii lsrisMmiwsiMO\S0■p ■ OESSMssMn�MsonoBMMI ■■■ ■ 0/100 1■0Ell0s/■o0p■101eONEOstiBOta■MENSSB/ill p� BB St 1N0MS■■■ ppE= t■\EO11SL cMoltS1S ■■nSo MmiMt.l.sssL00asEi■Mmill ■ta0EG10\■■t1\ew:fEltMs1sM11■\1sns0 ■aBEs00\MOMMi:L000:saB1a0aSSla■OL.ant:Bimi■■Ms■ltns■EEl■■■■l■CCNEES 0osa! ■Mita\.M■■■SMLNEMnamimitMnitE ■■■L■:::•HiliorE sM■■pN\ ■ L1 N■■■aES=MESENEmianlo■mos■MBossENEiI■1M10tM111■t\r MiisaSiol:l■r l iiltEE ■ ■ Et■NE �i !! E1MN nEstnaO■C.1 BL sMs1■SM\n1 ■\S■■1 nM■ ■■■anMMli■\B1ir■11!1/1/■■! ■SMlal01a1BnBa11 ■M1 ■ ■■\■ ■snlaaEp■r110/EEE■■■■■■�EN1n ■ M1\■1■■11a■■lpliiG pM1B pEE■uaN■8sl11 lMM1L■■■nN■■1■aNmimilSiiitBM■11■ L ,M..B1 1\LG■O1!■r11■■Ea01M1\■■■■■■■■■0w1M\1000!,,,08 ■■■11■!Oa!\■ lili■N■E!S ^w : � • E7GGC.miN1M ■ Y N ■ �■ .11.11. i li.l. ■_Mt not ■ r 1SMM ■■ ■ ■■00imi1a0■■ ■ ■ ■000o0M8 Nt S0■■u1 ■■ LSNaaaa Si01 000!11■ 110ManN■\■11101snsaMM01 ■ ■ Ma■w8 el0■tsaa0l ■L1 E■EEErE■■■ :E��0�i0 B1 ■■01\■0l11 \EEItEI■■ ■ MM ■ LnLN ■ !\/Soil EIEEEfEE■t■■EE■■t■it■itaE:CE■■■E■n■■■ 1000 ■■0tla ■ ■ ■ la/Mffl0.0■L1E00 Mo ■lilt „ Bu 0L aS ■■i\E■Etl■al■N/■/■■E■■ s[� r ■ ■a ilG■ 1BLI�EEEEE..■:■001i00i1 aiM11SCttlEEEElw.6�EYi- a MILEiwwwrlE■w,SC,r■Ere■■li■■■■Ir■■■■■■■ww,s■„■s■■N■Rsr■wssrwE�EE,w■,■„w■s■E■r■■■E■ss■■fR■ft■EEwtr■ESREfrS•■■EE■:■LN�■:G■iIEEEEEIfI■i■■E:EELi■llEEs■EEEI■St■tStEEEI■aiE: lllliE■E\.oEEELilsilllSENEIt■Etiiitinii/fat■t■itL:i\E■■.■G:■\IIEEE■i■■tiEEtit■■l■■■:S��ri S■ 1r ■ Ma ■■ non Mw■■ ■110MM0owfs0 OSSSSE ■S/■0000 EEEo1E■mi tE0E0■OOrEas■■■E00stn\ErE00000ss0M101O■1000■ BBESSSSSSOsswf EEE■!■■,,101/S /0800 ■Eol\■00l1■■OSNE'I�•7n Sn ■ tSEmi08■! watn000 ■ ■/NSOEOEESSN\SSSESMIIE ■ ■■■■BSBE ERE SS1■0asnsOYOEtassSiliwnOEnaoOSn■olsM p ■ a0■oMl ■On ■Fit -- SSrr r■■sE ■1MESSL ■. CS\0:11000 SG ua■NlstEsi:slM000ilMmiis/SsaEsssOE■sLOSSES■■■■sMMMMEsnSSSMasSEMNSa\i0 laiMOMMNt:OsnOltisMlM100:0000mins\��itO:MESMt:q ■ENSSl00s\■! lEilC:Esti/E■:Et\EEEE■SEttEEtt /.■■ta■tiEEElittEElt■/ilttENtat tttltSSGStI/C■ttltt\■tE\iEEllttittEi E■//Etslftttt: atS i/EtSSt■t:E■Nt■/;i ■ Hq■ tEREEEiq ■ CEElN000 ■O Nl llC■::aft.\■ EEEEEEtt ■■ono■ os Mtl N Oa o00BBMli 1■saoalM\MM nt■! EEE■!M■S.O aE0■osMM000MnsOEOMOaSI O ■ M0O1■■10NE01101 aMa S01sNORMON ■ minso!■O1 ■■: Basin mmawSsio. ■ ■ ■ Et■ENtt\!t■■■l\■ttEt:tt ■ ■ N/EIEi■t //Es ttt tt Nt t■ lEtl ttttit■tN/l\ lt■ tt■ iESESE\ ttq■ ■ t■ SL ttttEttt ttt ■ ■ 0u G a 0a: ■ ■\�EEGaoEat.BB:L1N0n1OlMl:OlOsa i01■MI.sM■Sita0111MME1110111ss aaao■s noM\ononM. aE■O ■EM:Mq\01ME10cC1EO110sEluii:a■■Cap. ■ l�E0p00a1a !C a.p■NEIEBI\1101osN0■S GBiiiLlWO1■EMn:i/t■falowaan:a193�Ei11■LM1:B■ M�O101ot11NBMM:M1�1OEL n■Esamil:mit.■oa■EnsiniiEMMI\ot■BisMli:a■ ■ a aa� ■ ■ p■ SosoMBMos� mess ■ M ■ ■ ■ ■ 10■Onnnl�is8sslianMl■ 110■MMfmiast0toia0a■lmilp\.isssE•1 0pa eiBO■0M000oas0ts�M mitt 010111011 010a0Eaw0 ■■i�'„.. ! miN00B\s�l■G ■mins■BEN0000so01BNa SaiEO lMl0ns0\sE\SrSii ■ fit ■ MaasOtfsELaaSSOtImiNSp■/S.O■ StSmi ■ smiMl■BBaE arstHE tMl ■mist ■ �1 1: ai L :■ ■ 1■MMploE■ N ■ ■E LStSOaas■wanrOnS�smnomtilNMa0a1s■Statmiai010o1■lmilitEltsmi■rimittLt ■S: eSo10E01n 111 ONSLLB 11s■■N1C■SlaOswop_m-m al. S'/■SC NmitttgmimimiC ■minEO SN\miEmi■mimittN t\tCNmigmimi\Eft\i ■■L■�■aSN■ ap■tltNtimit■Ntii\tmimitti■t■it :t■eE■�ELEmimimi mil\tpp�pS :mimimiN■t:E■mi:mi mimi to■■ ■ tl N■ ■s ■i■EENTpi ■ on E06 �1 N000000MEEE.IIE■EENEit\mitmit■EEEEEnmimittmimimiNilmimitlnE■EEmiE■ttSE\ IEmitttminEN:tttCEtttlmitaq alttmitNtttNmi■En►EE■H M ■ttitSNtttnt ■mm�nl■NEYE/EEmiimimimi\mitN S mit/lmiii■mimimiil t\Ctmimitntti/■ ■■ttEmimiltEE\t■Et/mi■l■\miimimitt■LYmimimiH■EEE■ Basin L■■■nEt\tIEE■Ct ■t■N so so tmi■ se•N mitmimi/mi Na ■ milttNtOt■■EE■■■itmiiEmimiimitit■\rmi■migmi0■0mimist■ ■miEmiO■■t00tnt0mitlttt0mini0mi\ttt0tat■■■t■tmi/mimi0mit00t0■amimitt■0■00mint0imi0mi■I�tN ■0:■ / ■ mitt■■mitLO■■■ ■ //0/t■l\mimimimi■tNt :miN 00t1i■\mi�■Nttmitt ttL■■0mimi■tmi0l■tnt\mint■mitsY sstOmitN■mi mi■t■t t0\■\lNt ■ mi■N■t ttmin\ttttYt mimi ■ Y■■tNtt ■ ■■tmimi:ttE p ■■ p� tl �� ■ \/t aai� on■ .ao G0pw1ln! ■ \ollossolOusoSSunB \\ !moll snoOSe■Lno■■rSMoss■■■loman iOOOE■0g11EEOMEM0NM1M10■ ■■t0100a11SSG Nssn110BBmi.nB/M NsnN Stmt mitgmi\mimi■Ntn:G:NE/EIEEE/t■■a O S meOanommu tl ommusltt0�/gnlgomrommus ■ ■ iNttsimi i tt0miANN .■■stSminowNHi„p■ NMEY. ■sEN■■ tt ..p 0LS1 ■:mitlmiSSSCSG■Nnans■EIEEIE/EESw\1S■El■ESmi■ss■s■i■E■0■■nNEEEltissE■SfE\EEE\/E/EEEffEEfttmi■tminiClltElEft\isEl:gmitmimitittws0l0/EtaSt■nt■pCtNt:SG■iminE■mif■N■E■E■E■ENE■isms■mi0mi=■iL�Otwsttmi■t/ECF\LttE■ErEEWJ>:JEV4[:iiLEEinEC\S■:EEEEI■\■::N�Sf\EEf\ffE �EEEffE■■fEN■\R_.■t��EENs■■■aEi■Nfr�far s 0t ■ Nimi p■ nttn M10\agonES�ESi■::Mos ■ ■ p ■pppm� ■ ■ pp0allSe aN Esa■E,\E ■ onstlOO■oslalone■ols0somi■ sE0■Oss\t..tool ■iila■.SSOnEEO SO11MESMMMnOt ■ ■■IOBMnn ■►Intl..■■mil■ �0M \S■NEE■s /nM1N■smi1o100ME0 tMEp ■ N\nM SEsns00\EEE/ ■��\ill ■ ESSSE as ■ MSSHS SOSE EEminEEsw■0r E■EENN\■EEt IN Efnmimitt■WEE■t■■ ■ • '.. a•■CE■■an Elagai0 MLSOE:OsOmEEE\Cs:SFOs\is■aOOtsoaip0000Mimia:ami /SrMmilMl ■\ML Mntllltmilwsfw:OSEttltsSaq a iosstuSSLI,ESsntMo■ ■min�p//..aiaal0■issOBaBSSsfONOmioESMSSwGmonsoo EE : f EE■ENmi _ lEt■t EE�p� ■ tmitt ENp 00 l E c ■ 001■a ■ ■ sMmiO mitt\\SS SM■00000 Est ■ 111o10a Basmi 000 ■\a LM11 ■ 0. ■ MOOMM ■ ■ ali�l 00000\/.ami ■ ■■: ■ ■ ■ SSS lmittnt/MMi00\mit mit : SS t;ENE:SO:::::L:�iS: A:■\�\ SO�mom S r\ tSSSStmi�:S:E:::�E■�LLt EL:SL::::: :t t ■�E:�EYEE E■Nt■t■l a t at■ii:SttEElrCt Ili wttEEattt L s E : . .. :.:.:.w..i.i.....:G:....._..=...LLa.L .. . E....a . �. L... L. .:' . .L.:L.a . ..G ..N.M..L: :a...E.C. - .. ■ . ■■C....aL.....�Ct..M.i...a. p .....:.; ...L;;:: p .. N.. .. �■■ .L.. . fl....noi.r.. ...■...■ .:L_•Q G ......:iE ..:�i ..■ SS ::...:......■......:::: : Er =•Ca;;;;::'::l .LS..L. .1.w ■l.::d....i= � LLIi�.G:.: . . . . .::. L ::. ..:: ■ S: ■ L0 tEmiaa itNEiiN 1 N:G/S Bisti EM`\S� �SSSt\Of�wCC =�- LS ■ iaCiiii:C::.: NG �tMmi 00 Mmip/ tt En t.■\MME/t ■ ; :lrlsall;:�l\ ` ■ st;Ml;t; ■Ls�:;■1..■oitM;pllas;e;SES;MMMwustM la:;;;Mlii;S ■ 0 EBE1 L t.'iEt�:..l ; ; ; .mSM.I.. �.. .....aa.:......:i..... 8 11p� ■■ 3a...::'. .aa11aa�l.=t:.p, l ::_::_::: ::::: w ::t .G.::: __:::::�_:: E:::t:::.:: ■■. N:=.t:.::.:. . L:t. 111■MMM.NMMM:::::.:::::.:.:::.E:S:::: :. .H .... . . 0.t.0.t.0.t. ...aG : �a ■■ ; ■ GCiaaB;; /000\0/ \N■■tttC■:L� LIIaSMr.tBasNO��iG%■ miEi ■ / ■ S C�;S ; � ; a ■ ; L �tttt\mit■itmi; s;; M \mitt ■ ■ ■ qt■ EB/E ■■■ ■ ■ ■ !a ■ 11 ■.1n\lao■mintlaSBMSMo i0■/MMM■t MMaoul r/ ■■■SNOB as Mama ■tw■tW�nEri��d0■ SMfMp ■ i t0 t0i\sEEOtENI■iE/mi mitt mit n■mit\ ■EmiENnnow\iN 0t0t 0/tE\0 wmimimitt. t■\lgtt0■■t■ttt�\lt0 t■NNttfENtEmiminEEOn ■ t0wmi■Eft tgimimilmitt ■ ■ tSMN00t 0t ■ �0■ �� ■ ■ ■ G ■■ SS1 L1■ so■0o1ostimm LN 1 una ■ ■ 0C•o I NO.B tttp ■1a ■psforEipOs ■ ■ E tE:I ■■miE■N■ss ■ .. ■ tM0 ■0ui NttO■pNS o 0101/EBsI\alrll8oslNN■oSOr ■ ■ ■ ■■MMC1Laamio Mn /MBiO l �■ij / ■ ■ ■ Bono ■■.lt ttm -_ ■iN■t:0 0:q.:•ttS■Eft■ti■tmimimi■\�NN■.CNt.NYiS N■tN C:IO■M:•Nl■ S YMirego tt:a/ti■000/NtOs Ytta•■■NI,\�t1C :S:MMMNON in tsY■SYiOS■Ntlt■tl�tttttS■ mia tEliwwEOltN■A■EttiNlEllmiOmiatS■G0an0lmi\i■YE\SSSS :•lCmimimiE\Inn\ 100 tSYttSNttmi lsi IGIMS•i::Ell�llaL:L:7La:ice iCC=- �.�.��.�--- -�GtiIiNSCi_i.�nil -.. -- t■tE■ENS:�miYn=�so --�� t0 o::: E S t mi �i�N�::Ca�:■�■t�/:::::SN�i:C\.■SSC::BERSC•�mil::: :C::�miS\■■:SC :Y::CLw�LCCE 000tt\■Nti::mis ::tgECt a•WN Mae www-www- - ----w----------- sM■ ■p -- - - -- mit ssmi !o -----. E■Mmimio■.N. 1.\lot MONSEIIOMOIll ■Nn■StM omom peal ■ ME0p■0 ■ as mit eL:l■■■. i-a-MI iiiiiiifiiiiiN=iaiilii -NNNia ■ NNTaNNi i ii iiiiiiiiiiiiii; ii iii Lai L■N a�:; ...:■ ;.;rr■■M.LLlp._'•�•_:mita MMlMn■Et;M/ttmimiHt -$ :■■IEMM. MESONMl ■::Bt■t■■t LGCaC:■Lu ii Ga SG:pS SC_CCa:::t:mi:Nso:::5■■p�"S■■G tS::S ami ■ ■■ t :at::iii:::LGG::G■■ti:a =�■■ we 0 aE C■■ti■t: i■ t■■:t::EOa I t:mi Iia :iii�i-iinar--i�:a:i:C:a 33 .�isiii Dint:S: :miE G mi a Saa:GGt:S T li tMl■■ ■� 000\1sCOi;G;naOBls;■■p�■;!t ttt; Eu■a a �; t;ta■ta--- ■tNon■mi ■ :: t:: -- ;miE ■EE0 a a ; ttt■N■■ N ■■■■.E � a soE0 .. tt:�tt ■tmi■tt■mimiimiEE;in`min■� N `��■t■wsN iC� tG t:lt tt tSS ■ :: ■ tS•■ ■ a0 S■ t: :scopt�H:S lt.t.mi0ssnt ■ \st;;i ■■p■■ 0t■ ■■ mi:SS■■SttSt ■N ■ tt ■L :S M■■s■ tt tSSs:SS: ■ ■ tt molt■i miS::S SC■■■:L ■ ■ ttg0 ■ ii0tt am ow ■ONSOO ..min■EnEE■■■ tsan■0tME EMM■t0; NN ■�NstiE ■ N ■■stN■.Et■■;■O■smi/ tt■ttttgOS ■� tNt■tS a tSSO■■E c ■lam an:siaCn00ii:1■L:a:Sn ■M:Sati■t: :■p. NS .■ ■ � on mean �■. ammo a a �a��a� a :� a� �aaa ii�3a : :mama : :: � ::: a.: a: � � EsL tMa as a:�a Gi ■qln;n■;Mt�MM■aa:S: OtaaM ;NHattsMMt■L::�a: Mi: im par Mt; t■t■mia ■ tt�� ■ ■MENEM 0nL 1t 1 ■ a ■. aaaaG : LG : LLN ■ ■ ■ ■ t1 ■ ■ \n NB o110 Ea a ■ ■ ■ EEE[ ■ .ata 00 SS ■ ■ ■ noon 1M \t a.Mp01 M1 M1 Elt LE00 ■t onto ■ltMpM ■ ■ Mt awElnMM: �■MMM E/1tMMEEn G�NOomi ■ \01000a0n Nsn00NMSffESE0EM0oBESM MEittnSpM ■ ono 0■MMMt ■.. ■Ot000■tmiMMMIp Ba ■ .0 \aB0 \t 0Ei001/t MEt pp ■ N0■111s 11MEp milMO ■ 00MSSEBO ■ Mpl ■ 0010 ■ Mommuls\ a■o0 mmsMM 10\EoiO 0i11o1MEmi S00anN1s■s ■p 1ME1■S ■ ■ 1■ 00 ■ ■ 00 ■ ■ as ■ ■ EM a ■Calm !1 ■D oo■\sssOfitnsaO■SssMOsmi:n/s■M0 Lsi:il t1:Ga01moEEo iEl:■mi\tM010 so..isMINNIE EsoaoE11LGL:EaS:iMEaElatO: Na L ■Y ttmiMNMMp■MmirN:MM/tatG:M■miMMMMaa: ■ MMt n:aEtEECMCL'R.tEE EEaE,�tMinmiMMM■M MMMtiM:aaaEM■MEM■EME : EEl int imiEEGS:rOtG Mmi■lM I ■ It a ■■■■ ... a■.:. ! ...... ...N..l........ ..... . ..pmi... .........■. ... .. ...... .. .......... . . .. N .■■■...n..... . ....■.....p ..... .. t===______ - - - — Oiw� - 4will - - .--- .-- -----iiiiiii mmmm�mmommm��------------- T-"R. ..� � mingaimannown�m=mmmmnmmmmnmmmwmmwmmmsirsommummonam�ommollins - --------- .��LELOON-WeemenemwELffs--- - I=== I mom mmmiimm moussenmmiimmiim 11 P&MOMMUMMOU � a a am. In N=mmlm 0 no 8111 osom somemen Omer semoom ==MEN win lis�mmmusams Dan m�omm samosi 0 =a 0 a 0 - MENEM w . Is simmommi IN ll111.0r.11.1.0.,o an Boeing 0 a slaw an a now almoommummol 0 10 I an o wammossi 0 mulmossomoloom onn�MMIRL4M now o OMENS o me mosommusso §411 I 0 1 1 I ill win No a I mmmmmm I I 11 an �omm --- - ------- I Sam MESSMER mmmmommmmm=mmmmmmmmmmonam ges 0 amommillosommosommmannnew�m=mmmwmmmnmumumnuwwmwmommo 0 on no�mummmum Man NEENMON mosim,mmmmo ONOOMNUM m mNR nmm a WHO M.Mil.rm an mome �4'!ITN!momm,lf,b,I alailikil am nessmoannommomminimommounnommmoonswomilown Emomm sommommos 0 origin mossomom mom Mm="ES smsom am= nommenesmonamossommossmammmmmmmm=�oms MENNEN smano 2 ___ _ -- Immmmmmngmmmnnmmmmmommmummommon o = s NIMIN mamma sonsmsolosommommonsmm=mmmmmmommoonsmanssm o ME a on 0 nonwm=s "on a emmon mosoussism - 0 0 0 an OEM MEN 0 lonesom a il MEN iimm_pm Mae amoms a lir,iil moommm U ing I Iran a a 0 so Innis NEMESES. . mmmmmm nowm INEENEENES a 0 MIEN 0 mamma I insommulloomosommusei1=0immismasommies Is l son o 0 a __ am wi�mmmi man - n am a MENEM 0 m a 00 N NO smoon mom a somang E mo a 0 5 I I g nomon m mo ls l a 0 a i s m a mm H 0 a I so son 0 mos 0 smoman mom n m a 0 a mom a logo a IMINIMERM soppoing a ME ME 0 son I lawn 0 = ON I =moss OMEN a o m N a lsonson ME mmommium" on ONEM SEEN a mom m ll ". .......IIIIIIII'M 0 momommommomal MEE 0 son 0 MEMNON a I 0 Elm ommonne MOMMEEMONSONNO MENOMINEE! smommommisomom 0 0 a omimissim 0 0 so ON, II a a on a 0 a - - ME 0 I a 0 N isomin I 0 wilsommoi ON- In NEI a moo so on Milo ME 0 wounimmus nommionsil 0 0 nomme HE IMENSIMEr I 11 so i i me; lings mom am mom 0 1 a I mom me nomomm I MEMNON a momom mmmmommon 0 1 an 0 a now 0 NONE I ENNIS an a 0 a a 0 mounloinessom ONE MEMNON 0 loommoss Nonni I a so as mommi NO on mom - - MORMON moommi ME Isms mossom=Lmmmm I 11 lingoolimmoommilill mono 0 in- - a INN- 11 I In mumomm 0 1 1111 III I mom - I MIS on I I a 0 ol monsimmosso 0 No a -_ =moms I immommon Nommmil UNSEEN MOM o limmi a mm=IMENNEN a on No OEM[ mom mmm l WEEME oommoI a a IN a m l a ingools IMES wagon nommum so 0 on nommol Is= a ommonsI 0 a loomoommma own 0 an SIM I a I a Ujimul w No a a a lsommon mammmonsionmossmsi a a mommonnomamn on on&= aka'a-m�,�,mmmmmmms am moul M lmmolonommoun MENNEN Emosommummoom a a a 0 a woo mosso moms ONE smommummi I III as I Ion loommon sommmums mmossum 0 E on on 0 a mmommosommmo ommonv4c6�tallmmmmmmmmmmm=EELREEommossommI wammoommummummonamom immussome OMEN a a n on MEMO onamo�nown Inn a mommos son a I a MESSOMERMENNEENOMESENommumem mom moom am ijosol0immom REDEEM mono - nsommmmusummusmmoommono a o 11111 as somm 0 lsommimommimommunnommommossesummom om=mmlmommasomm No Sir. Noun anmmmmnmn nm=momm sElm mosingenommummom a noun MENEM omms In a mHMIm a los 0 a 0 ol a No 0 swung on 0 0 a goio=mmm oil ENNIS anoll 5 ME a a no 0 a onsmonammul 0 doom MEMIN -_ 'a n ON mmil 111011111 I a a mine a I I 0 0 0 IEEE MENEM Emommensomm No I 0 so in asomommumon no mom BONN mamossommmoi s N an a I a a 0 =No 9 I nommosmunglanson a 0 a I I END 11 so moo= me gym ism! lnsoloommummmussommumomme mosomommon an oil a 0 2 a 0 IN I swassommoon MENDE 0 n osomom Moloommummensommommonm a 0 mo O an Sa a 10111 11i me 0 I Basin a S No 0 0 0 ME 0 - -_ MEME an 11 Emir a 0 aoss low .rommummommosmonommosmnommonummmmmumm=mmm am �M--*M on a MEN a a a E N mmmo 0 Mumma a 0 1 mono =ME mom annom mono a �lgamosson lul a 0 a a 2 Elm= 0 MENELEMENDEI Da mumn IN OMEN mimmimlimm§Mai mawmenom ME Noun a W, Emu a I 0 olonsomilmomin a ass e mm=Nwmmm ma��sommm 0 MEN ommon a 0 am a a ---- mmm=mnllmmmmmmmmmmnmmmmommummunnummoutiomasommummonommommummonmenmmmmumnsomrAnomanomommoommmenomennommummmossmsmeno 11 a No won 11 !MERIN mom mono Ems ommommom -... ill onsom�m MILIEnEm I III or mmommommummigmmossmasommummommmmy5lNEMBENNONNEMOMMEMENOMEmmm=mmESNOMMOommommommomonnow mossuixong 0 MEMO ME an Swis nommmonson a mmonsmi mommoss m e 2212 mommismamanalmo " Sim No 0 0 1 0 0 sn a 0 0 mono 0 welolmmmmm=mmm ------ ME no MIN a n mom m ION 0 woussamommmoss�m=mmmmmmmn .. no L45 0 0 0 Von mom 0 sommosm IN - mmmmnmnm manom a NONE loon immallRommummmmonimmosommmmommi a =me IN IN on I I 80 01 I Maine a VA SMENEEN a a lommusum a 0 0 as 0 141111,1111t WOMEN a a mono so I nompoommumemensommommEmommonsomommulmilmonomglqmmmmomlmmmmmmmmmmmm I r.m..... a 0 Basin 0 ONION me 0 a 0 0 124 0 mom a moons me on 0 lsssmmmmmmm bqmmmmmmnnlmmmommmmmmE [monor-olso a a moo= NJ ........I 0 0 0 ism Ong= I 0 ownionsomomommomR I MER ommon �ommom 0 a 0 III Nom Iii ammomm mommummsmommommosomm mom Basin 0 0 a INNIS Emmons 1 on a minim a 0 a in 1111 !NF.nmmmo a a a NEI O e ,immmmmmm on a moms mom ME ME 0 Is No 2 illimp NIEMEN mi� I a lI MEIN ON on in or miloom mom mosomm 0 onsommus sommummummummom a WIN I m=m�immmmommummominnommonoommmunn 0 mom one m ONO mnlm=lm Emomm a MINES am 0 a a 0 0 , now a a a mommmoni --- - - -_ we MI guru. 0 mo Is lmlm=mm 11 on a 0 stmoo MEMNON ON m lngommommom Doom isionsom�IMEMINNIUMENINENE a on NLII l a I IBM nomemess amemsmon 0 ON= on W mmu,mo ommommom---- n 0 is I a moommm loon a - moo a 111111 Basin - -_ ENILII 0 a mmmmi�m a 0 ME *mom sommumm NEWS= a 0 mmmain monommouninsaimot . ------ ....... son an ol ligiollo - - --i to IN No so air a -_ ON 0 Elm 0 in an a ENRON a I smosimoni N I ill mnmmNWOWN moms no= in I - a a II I 0 a an I a Unions 0 0 a BEsolono I a 0 0 nmummmumnimensisomingoms memoso a 0 NMI inommmliiilmmn 11111,11, a so 0 a noilis IM am or lmmumme a a a 0 so a MMEMES No a .Urmn mom Nommummosoll No a a 0 0 0 is a W 0 a ME !.%'r'.'s..,... ME loom I a I ME I IPEsq0m I a I ME mill No NUNN on 0 0 0 ME 0 I l =09mmus a a a m I I M onswommom 0 S a am mlll=mm= ME BE 8 a MESON MIN sommAnnown a misommimmusi ownimum 0 a son a 0 mill a M1 moss a I 11 I 11 Ian Illusion sommssmommomi sommounnominsoommm a a " moons a a ON a in so on o inaponamos 11 a a nsomosmmoulso � mm a a In BEEN Isms 11 simmismommossms Emu mimaims an 0 0 ON immmm"mnmm Nm=mmmmmwmwwmmnmmmLm 0 a mm==Emmo onins amosommmmounum an a an 0 a MEMO Mill a nomms on ommumoss no 0 mmunI mm IN am looming on emounsms 0= 0 0 sommommuld a 0 monsonsom so 0 0 0 Mi a m ENEMIES mom I Jill 0 0 0 oil= EMEN Dow-- ON am an Monosson so it a awesome a 0 MEMMIS mass an ='Em"mnmnnnm no 0 1 Museum Ems a 0 E=mmlm no I 0 am = on 0 solo nommlu=mno!mmnmmmmmmno 0 a mommumios mono 8 0 IMMMOMOM mass a 0 011 Ujus a *,a a 0 0 e I I ME 0011 on on .sr.o.m.o0 .18 MENEM, an om wing 0 a on MEN ENN=mnmmm MEMO a 0 ion 1pm=Mmmxmm manonm a 0 a a l an 0 MHI0I IN 0 0 of Is am am no mo 0 a wm- osen MORONS a a �s- mom 8 a muni no m " a Boeing a lwS man in a miss a 0 s 0 --- a 0 III I a a 0 0 a =000mansommmum L*mmmmo!mmmmm 0 a an Damon Moslem a a a 0 E NEI 11 11 I ism a um 0 a a I nommim o a I on a am a nor �osimm mom= ----- mossmansom a 0 . seem= am ----- -_ a a 0 mosomm IRS me - - Dismiss a on a ------ a eld 0 ---- limmom as a 0 mnummmmosnoun Nouns omemoml mom I on a an a sign a IN 0 0 --- am a- a 0 0 1 0 annommon IBM 2 0 me MOM NEON, Moo I unr we smoolmomommmmon 0 0 Seoul 1 I is as '111 Mull IN -_ MR a E n ME* 0 Raw a 0 million I am III Ill a I a Rims an a a ES Rol 1 I a a a an no lual I Smog I a mompsmomni 0 --- I I I moms =moon I twe a a Ems ISM m siolmill mignon a a 11, Mol I 1111111111 0 15110 I I moms I V1111 on 111111 0 mmus a moommosensinam son OEM ELEur an a am 2 I .rum Milan a momom on I a a a all I I on a 0 111111111 so= 01 LEI m�onnown 0 SEEN a a ONNEMN ON 0 1 " No a moloolml I a I Mo:smlll 11 Rum I a ol BEIM= =I a= 8 I nommuns so no 0 0 a 0 � moss ME No monum mom an onumanno I 0 OMEN mom a a a moons 0 a a moo No 001 0 mosmi in is a a a INN 0 lisomon as no I 0 2 I 0 a did 0 min I _ _ inornnnoonmmiii so mo- 0 Mae a m 0 or imahmimmm==EN EMMONS on 0 ME me MOOR is MEN a Nina 0 a am Mimmuniummulamonsomm' mom IMES I.. I I I now 0 a on 11 m�- 0 0 MIMS ism 2rmmmmmmmm mmlm=mmmmmmmm so a moms a 0 a Min jus I 0 a mol 0 1 is 0 moms 11 me In on sl 0 Sam 0 1 a a Ell a 0 NEESE in a I MIN! 0 III 0 "a 0 Iwo an IN sommumm 0 a on ENRON a a 2 or Mae On :111A ZINN I a an a moo Nauru a Ila EMENEIRSOMOR �mumm�E on lionallowan Image moon mommumum BEIM Momelommil almom " ME ml==Ellm mammon 1111 INLMI=�immilons 0 0 OMEN me LOMMEMN I 80sommomm no smommommin so 0 smom = smosom 0 on 0 0 0 a ------ ME IN on smog MM= a women IN mmm=lmmmm "am 0 0 0 mmommoss asiomms lmom on amusing 0 11 =NNNM IN 0 -_ imi ==Ilio a 0 is son on IN E_ 0 am � so low sommoommom MIN ms animmosm MENNEN No mom a ME ME a 0 a =41 =mom" 0 an run MENEM: I I ON WIN Is mmmon!lmm!i a a IN a sommmosom "S i 10==omom�k,I possommimm am = MONSOON a I mmeassommm a son 0 no a 0 6 go s n Sam ensoli 0 solomm�= I mrsaimmimonmmm=mmmmnmommo =0 a I 0 mom Emu amii ILSOM mmmm=mmmnn am ESE 111 NEON 8 I MEMNON man a mom ED 111 anignommommomommoom mos�ommunnomml =06 a MIS a= mamma 0 a INS mmmmmon"mmmmmnm a sman now Emma 0 mosso� immommoommsmosonsioum � am ONC lmemmonsimommsmossommommummom on I I so mmmou a EENOMMONINSENmmon a il a 0 =no MSO I nocomon WEI in III a No ME 0 a man wool mosummensessommummo�ommmsommoo on mm�ommem ISBN on I OMEMENINESOMEon so a mom aii&69-0!12-- 0 now a wommussiono smsommsommunnommommomommommommo on mom Ems 11 a mm moves= 0 NNW NUNN ammmmm=mmmlmmmmmmmmmm -_-_ Ulm a III V 0 a- monnim MEN a IRA No =a mom a 0 um=mm momommosommon smamm=mm was ------ no a -_ now now MENEM= a a No mom 0 a a 0 =MEIN am Nowilowillo=l 0 son OMENS .ro wilassen MENEM ME I a mosom --- Emma I I a lei smommmuso man mono moomm MIN on --- In an Mae In in so 0 NEESE a a MENEM Bsin as onsummon or mamma 0 0 a olloommossm memo olis Ill losson 0 1 mid J =solo rm am FE, 1 q 0 ones OU-11171 :14 Ems a a ON I a 0 I imim lux min 111 III sommi loom loom on a 0 a a 0 Naming , 9) a 0 an . 0 0 ism so I le ill Elm a 111 IMIL"Jill - - a ME 441 "ll" " No a 0 a a NUNN -00008 0 am on In mono I 11 1 : jr a loom now No wasommounummoss loom I 1100 Fm I III a m 0 a 0 0 0 in a mossis me is MIN In an 0.1m.-m NOOSE Ems wo min mom on mom Him m I ON mommmile a - 0 1 0 0 a I no IN a 0 a moll 0 i n a 8 ammmim 0 ' 'in al so a I I 0 IN 1111 Basin a Dan 0 a sommmo mmium Ell I MI 100 a 0 a I I NI MR= FAMINNEINISHIMMUSEEMEolol MORN I Emu I a I mom= ON I a a NON"EE on Emma On a 0 a III a a onomuml m -- ON 0 MR mom me =NEON a no 0 NEELMN --- I so Mill oil a somon MOONS a PAN mom as OEM INN sommommomme M on smoul lei � mom 8 0 0 - No I mom= am= . ..- -a a I" mom a a Ila a am; i mmmem MEN on -so MEIN I 116O.. M. on mom I nasal a new I i IN i Iffilill Is mmmmmmiN=mM I 0 0 m so i III ismai on 11110 an ImIlign a NNE 0 mull imm 0 Ems momm�om a I ran �o No "a a Emonlo mum Oro a ME = sm 0 0 isiono mosom I mo ommonson NEESE 0=1 e nso ON an I Bowl ill - min - I 0 a an I I ismiummunmummen Bill III I mammon so a 0 mom 0 a so amosso MESON NOME" - "Eloom 0 mom a a I mmmimmmms - ME mommum I I I I a Ir as I a a a am a 0 0 1 q s I 0 0 1 1 - 0 ISO. I us 0 Elm 0 1 lnummunum a =on SEEN oil ills 0 0 5 on MEN noon=No .2 N a Emir.. No CMI I I ommons 0 a a --NNE onsol an gmeasom rl l l I I l smosms a a me 0 0 111111 Is ___ - - mose�mommoommommoson - __ SEEM= a MENNEN sommossmo a own mosso moommoissman me mom a lslign Ems MEMENES manlm=mmmmmmmmmnmmmmmmommonamommoso ass"mmmmm ma man I m=nm� mom Ems 0 E=mmlmomaamwmm mom now Emma" No on 0 Ememonownimmosons a a __ a In- -- -- NNE me a 0 moso HINDI 0 ME 0 [smosso - s 11pull moomnounuaw mom a a sommonsi a 0 0 ons ,MENNEN ON 0 a in a a 0 ONES Mal a mmmmm 0 a onimmmmmm"smm nommonsionnal 01=mnnmm SIMMONS moss noon 0 =on Ono" 111 man amomom a - mison 0 0 so menignommosol MESSNER as MORONS . Ease I insomi a in I moms= 0 ME a SOME Meadow sommono MOM son MENEM so somnamom anom lmmoomms I as EEENEE�mmonsomom a woman 5 a a no= olmommons was IN smuni 0 Emossommoss�mmom ION a nommmms INEEMESEEM mommu�mmosommism a MMM Is ME a a Ila I I 0 emmoom a so a 0 IN a 0 masomou m=mmmmommosamommoNAMMENSOMENm=ommmommmmmomnmmmom on nomme 0= mummignunomm=mm mms m=mmml so 0 ME IN a 0 smo s a a animism wool an 0 mom m no me 2 ME EMMONS 0 moss mo as 0 now mannommonow MEMO 0 a mom ---- a loommosommus MEMNON nommum Solis ilmmma smon 11 mmmm MEMO " IN sonow 0 ill nommomimimmo moon MMEN mmmons a ME mom NOOSE MEN 0 mEm in is Sol no 0 No a Ila 0 sommom a mom 0 1111 a a doom 0 a U a M.Our.ii.01 118"m an IMMmWm a IN moms ----- I an a ON um ms a a onsommussommal swum nommils o so m INEE a a mmoun 0 am in am MEMO a 0 1 no a] loommollmuloins MIMI INN mom moon I Ems nommon 0 IN a I on mool now IN ---- Ell loommosommos I misionons 0 Bain Basin O insommonow 0 1 OMEN ME moomm I Sam R 11 eaNmNmmmm 0 i I 0 mom manage Me ENO 0 0 1 0 0 as --- lonsin 0 NNE I a a 0 lirmmii!im nommin I I 0 1 0 1 0 0 p 0 a 0 a a 0 a a I mossessommonom wimmal on !, a a NEESE so a OMNI a !III 11000 NMI No woomm I a mom mossamommmo a 0 No mimmoommom lie mollmommonammommomms MEE am a ommossionommomosommusm MENEM milm on orlmomponnn nomenes a Emu ingsoi owl molonnesommomenommuni on oillis a ME a BN a Inman am MIMI 11 MINIM 0 o wassummommsom I I 0 MIN a rommulnummoolownsolommon Emmons IT mmoung some Mal No onsommosom a 0 mosomisommom moons NEEN MEMNON ommom 0 an ME mmon n I a =smogs nommosom�m BONN manossmsoloommoolon ---011111111 0-----milsommammm 0 a 0 onnommom I 11 0 ED I 0 om smomimsm monsol IMES Ion Emmons a asommenoomm MI IIIIII so .3milsionlir Me minsommmominommossuilominum a a nommommi me mummor a 4 ER a a il msm a M mo MUN Il loonsommonsom I 0 a No a a No a so am MOMOEIISUM a no a swung on a mom on assonommono ommounigoomm mmsi I a so on 0 so 11 sommono mmoum I a smsomm = 0 - a o a III mandowason wing nommisi Ems a OMEN I I -000 I --- --- man I IN e I a 0 somonamommmus on miss monammossona " mmommumums m nommin Ems 0 mamium IINESSESEEMmm a smoonsom MM a a manim an mmmmum I sommumm = IMMUNE mossion 0 Ems am a a n --- m" n,m,,m ENEMIES 0 m N mmouss M a a a WE a ommon INN a - umins 0 mosmor am o N lownsomoms IMIS =moon MONS a onsism 0 ME on 0 glass M == inamommomm ]EMMONS W ME ammmumm ME swoms sm ananimm a I= EMMONS mono a mom a 0 sommmmsma on 11101 an 0 an Is MOONS= I MIME mom loom a anowim mom a ommom 0 2 moo m ommomns lm_ a a 0 a 0 1 on man - mom ---- n M%m ...... .r.ii Is MINN WOMEN= man mom ill 111111 110110110 1515150 0 a I a MENEM I an 14 mmunnownsurinamemomm sommam a No 0 an man i a 0 ME s mono 0 P !I! .romma ---- -----No - - - mum mom 8 me NJ 9 a 0 a 0 a 0 as long m moms I SMOIR I 1111111111 muom ismo a a 0 mom mum Ion mmoommmmommum"mwmm a IN 0 0 IMMOIUM MIN 0 0 rmi ir.im a on a so lie I ammon a so me anumm 111111"00 1 Elm a 0 in a 0 erm. 0 mom an on MEN I ENINESEEMommommonsommonsms-p��i�MMMMMMMMMEMEMEMEME - 0 moomomm ...........It 0 a a a me mom --.A- Mumma a womom asommumommomminou ME manowes MESON a now IIII e n a= l a am NWI17 a mono a nimmmliimmml 11. No mono mmom%mnrdmm EMEN 0 OMEN4 anommom on g MENEM =NEESE xai&Anm Oulso mummumm. OMEN ME mosms a Manama NONE low 0 mono mmusma,mkkqmmmm sonomimmonswommon. no mnom on a a Mal' -' "::Ii NEI a an 5 sm 0 .... .. " 0 as smog I 0 I a mmmmmiimmiimmmmmmm I oms miummusommisono in Mal moms we a =a e a in a N s 0 ON MIN Hi mommom Owosso mi a was Is a on JEM Do moms 0 ME on a a 0 moms 0 0 0 Ingo nommoommom ! Inman 'I is 0 s 0 1 as a 420 MENIA Spin ills ,NOMEN 0 son a immmorto! me moon mom I 1111mommon 0 no on - 1111111 MENNEINO 0 in so o I malsmkq"m IMMMIENIIN ME 0 1 a mom on Impomms a me wool EMOMMINS a " mom ME BONN jVOjE_ I an . :%Lmno�HERRIN smppr*al-q a a ILI I an m omm IMIN asmom 0 ,;I k I ME am I ME a IIESE a moomming a 0 on I I mosonma moommuninii ...I.E.. 0 a I I a 111410 iiml mliiimmmm NN mom a Isms I aim OMENS Boeing 0 No Jim in a a a sommiummossommiLimmumm 0 0 a an MORMONISM 0 0 1 No 11111 !an a 0 1 a I I 0 0 MENEM assimumm solo nuffilms 0 No 0 0 - ------ SIMMOSEEN a Ell NEON asoms 0 son Ems a a MENDE inommoligoommoommommmommummonamogrAm=mmmummumomeminnown pliess IN 11 lllimummusamompon a a was MESEEMMOMMUS an 0 a II=mom =on a ;Ao�m�'Emoso N MO IN sommussonso Owosso cliki al'SMENSIMMENEIM a A 0 ON moss Mani 0 mommmemas so a an No mm ---- - --- -- . .SIMONE a on lnummomms a no E No emosiommmusensomonign wommossummumso on a 0 No IN Min Min on No No 0 ONES SEEM ,ran 0 gill BEIM mommem __ ONEENESINEENES momn-l==Il 0 mom miummusumm loom NNE ____ on 0 No BONN -_ immoon lonsommummonommommommmiumissommmmonsmansomio manniningussommossmolmossi 0 INN ONE on 0 0 sommonamems ME onisimm Noon a ol *111 min. No a a 00 a= IN No .0. in I...p moss No . I or moms 0 a am 0 Ems MMOM MESON a la"i a 0 mossminconiin mmomommoson son Iliq 8 0 a s MENEI.m.m.. loll a No on =MEMO 8 NMI mmmmannummons Emonommoommuss a an 0 Mae WOMMENE wasso 0 a 0 NOON ommmom 5 No MENEM ME- 0 ----------------Emmommosommossommemonommoomm ammossommossommummommmosomensmummomommoommummmumeNNEOMMOMMENE meson smosommounno m 0 nommmummomensom me so moon � ism OMEN MENEEMENESENISEENNNORonsomemenummimang-ons mom nowsmanummma is 0 a us DINNEEN an 2 0 0 a Somme mo 0 nommoloommossuommoingoommo an NOM O a a names !!am onsommommmum ossommumomommom mom= mmmmom�ominmmmmmmmmmm manommummusamoms mosommommom an no a O ' s a ommommosomemens an 2 mom =000moss MENNOMENE�=mmmmmmmimnnmmmnmmmmmmEs mm=mmmmmomommoml mmmmmm= MENEM owl! INE=mmmnlf moomms a In ommosson In ums um sommussom 0 osommuimmonso mmmommommom NOUNS sommonom 0 0 BONN EMENES a l a sessommonommonsenownwmussommonsom lmoummiimg IN mom 0 imummon moms ME son a moon 0 miscolossomen mmmm--m MEE emommoss n . . ammosso 0 a - a oo O e a slogIll wommommommo Basin I man smsomi OUR --- IN 0 on smm Simon-E-s--m E 0 OMEN nommolopm MI N moss mignon 0 somommoommossommommumosommommom a loolmmum ami gin a Mmmm I I minsommom Sommoom mom onio NNI 0 a milmmimm mom 0 mmons II 0 0 11 a 0 Mogen wasommunn a 0 Poo!i Ono Is oil 0 lie 0 some a milon n a omi mm 0 momms a a r,,,,,,,,,, ON Ole ommossommumen sommosim an smog MENOMINEE nommumomi I sominumm 0 0 HE isommnaowilm One m smuan OMEN mossommignommon 0 a 0 M mmosEms ---- -- ---monowns 00 on limmossommisommons lmmmmmmmmmmmmmmmussamommons wood-m-nosli o i No mammon a 0 MOOSE mommussmommomma nommum nammommemmmmonammmommnnommosomu ommommosommosin a a an nommmunolo"mmms WEENIMMEEmmons IINES i I lmomilmimmomommmmo MEN son lmmoummmmumns ME I MRIONI.��dF!'11:100mmmm smsoms moommonsons I a�MEMNON ME a usammi anummolommmmmmm== 0 0 I 0 wommmim man a onsidsol Nill a I an I 0 8 sommons MEE .mm llingumiummoommo ismosm 0 miumooml,imoiimmi a 0 mmml:tdo)�.irAI461%ioir.im NMI MEN 0 0 mal asoms immmmooLoso u mommomminsommm imommummum I Ems . - 'me sign 1 a si misom 0 REM IMENME ____ a me on sommunns a T ry monoom - I 1I!Im 0 a MEE 111 MONSON ingeol I N:ngwn a 0 1 a a ali 0 0 I I moo I I l - 0 No a MESSMER NMI ,Its nomon ,i . -a- ;a ssage m an � MOM III wabbi 1111 HERE 0 0 1:1 ,I=== as Immune Jr. 0 a o 0 0 WOMN o im smoomm mommeamn misomig 11 , 84 IF b" ago a m WINNERS ME on mommumm ENNOME ammumen mommoni lmommommenommommussono M wool E a a m mosomemono on MEMEMN m lim a milill I a a a ll PUPIP a omp In 0 mmungoo 0 1 Fig.m�mov.&I Pi-! F.'s".1i v fji Po a a a IN a 0 1 mom a 0 0 I 0 �E s IN EMS MMOSOMMoommomom 1110 NEW. &L _121i IIJLZ smansm MEMNON oommI ME mosms oil Usual Lff-FAtIMS.-A_a At- a mom momomms ME man NOME m a noon son a m mom an w 0 immom as mum sonsmoommunnosom n ionsmsemenons was wasomomis moso a mi a a a nommmossommoinsom mmmmmmmmmmmmmm"mlmmmnon onsm %r a 0 mommummo a ommoms .1 "I Ell I im"mo=EMGMMN an III NOME , 1 -1 NEI SENSH 9 a os min a 1 @6 .: WOMEN Ion a REE a moons smsomisess on 0 Elm Ism ol mammas Emmons m me ommum ------sami90 i a so mannoo w on MONOMER a Memnon o .�011mm 11 WERE"o a .. rm! mosommo 0 0 a upommms mor, T. 1, a I 0 m " ONO ft a a a 8 5 a 0 a I 0 0 a a 11 I ommin� a ' � 0 1 am a am Inn M =MESON 1�� am I— Em�lmon 1 oil s me 0 a I 0 a IN:1 moor I ONIONS oLmi 0 0 I =- - so on 0 no —mom II is a- -am a 11 2 0 on a 0 0 a I 0 0 11 a me 0 9 IN 0 NINO an 0 0 a a a Ell Omni an a 6 an 0 0 a sure 0 a I monsoon =on 11 a I a 0 a 0 1 0 an 0 a 0 mammon Is 0 a an 0 a 0 a mom a a a I a I an 0 0 a onions 0-8 I a 0 a 0 0 mom a 0 Sam 0 0 a an a a I Ems a IN a 0 0 0 a IN an so NINE -now a 0 0 mamma I 0 0 me so on= 0 a 0 a a 0 0 moss I a OEM INo a 0 INN 0 a a am-- 0 Iowa a s am loom I I 11 a 0 a I Ill a an a a 0 a a a m 0 1 a I a is a a a a a a 0 0 a IN I 0 0 1 0 0 0 I 0 a a I moll -000 I 11 a a Imin a 0 0 0 1 a 0 1 a 0 1 1 0 else I I I I I a 0 0 a 0 1 0 a a a 0 a a 0 1 1 0 I 11 a 0 0 0 No a 8 0 0 so a 0 a a 0 p a a 8 BEIM a 0 In I 0 ME 0 IRS 0 a 0 1 Wj a a a 0 a an 0 Is a 9 I 0 1 IMES a 0 ME a I I a 0 0 ZIA moon Him an a a in 0 an 0 a 0 a 0 0 a 0 a I 0 so a 0 an a 0 0 0 0 a 0 11 0 0 a I I 0 81 !OWN in 0 1 MR a I 2 a I a me No am MEMO a I a 0 0 a 0 0 1 a 0 1 0 0 Pan =NMI a no I I Is a 0 =I 0 a 0 a a 0 a a 0 0 IN a a 0 0 0 a 0 a I 0 a !Emi as a 0 a IN 0 0 0 0 a 0 moo a a 0 a 0 0 0 1 a an 2 0 0 0 an an 0 an 2 a 0 a I 0 Emu I mom 0 a Ill a 0 0 a I 0 Milo 1111 Fun a a m - a 00 a i 0 0 a a soon= ME " 0 =mean 0 onons 0 1 IN a 0 0 IN IN 0 1 1 in I a 0 a 0 1 a a a a a 0 1 a a III a a I a 1111111 I a 0 0 a 0 1 0 1 a I a I 0 a 0 0 0 1 on Me a 0 1 1 a I I on no I 0 0 1 LIN 0 1 a a a 0 t6 a I 0 a SON , F,-i ,b36iidl)r,a7FVlr%:MwMMMMMM 0 mom 0 WEEMMOMMOINEENNO ssamessommose�wn mallp4it'l�IIFA%B%xnr I a mommolmmossommummo No Mosminm= mommmon ,ilimil Orin ON LIVA Ii rp�ommume No I a so 00 BONN am one m a a III am 0 som�r a mommossomm mougn MENEM in a .MENEM! sum mansome .NOME...... nomalms a Is = oo EZROMMONNI ii a ME Manama o ommmsommoommoolumm Bio EN MMMEMENNEEEEMENENi �mmmmmmmmimmmmmmmmm"mmmsommummmosolonsomme a momemminum u moommonessournr a monsoon olps �mosommoommisma A�jj :1 emessommon osio�monsomm�mmommomismagatipiwi�lI oklis,Mml longo .am p 0 onomeno 0 gaining 0 I in mM N immusi�moson Basin i ow-lb'INMMM=NnWMM NOWM&Wbd@d a M&bmwdmsi a a a m A AgrAi 'Son ampp.munwal Ma MEMENOMEMMOMMERESEM�om � 0 a oil 0 MIMF"Iptwmo�lioclElp.peilpglr IN in 0 0 me .&.Mr.=. :931- - munamoommi Ifni wousnommuni 01 � mmemmmmosomom somemmusummom NIEMEN image No I : Od,;V, j91, loolisi as ilsomons =mlmm Mooll a W F Ij Of A NINSIN MMEMMOMMOMMEN� 0 BEENNIOnsonsommoog MEMag0000gogg ,ilf E oppEENOMMIUMENO summougoommium mupwm,mqlmmmmuow UNIIIIIIIII I mosimil m of On HIM I i�E.O.s.m.i.m .VF,401rvp stimme a as SWOMMEMIMOMMON. In. 311i AWNS a mossum mom lo oom 0 towimstlx miom ON 0 1 MMM= I EMIR namemon Emommsmsommoommonsommmmu mo am 11111 ROL ons a s esiomomIlLilF.n'1i'm man mom =mom r smommouloommaLwIMUIM ISOMEN.90001MENIONEirMINIM =I=uo 1 re XEOEIIBONWINNM 1`1 Is w Bain pill a a M ..... n I a 0 a moo unnow� mono* _ _ I MmVmm=m mmo am am MEN! 11111 — ��ililI----------_11111111-------------I I I il!0111 E i � I - - - -- E - l��l��l��l��l��l----------Ill��ll�I000—00110iiiiiii�ill��l��ll��l�ll�ill�illillililillillillillilli�ll�l�ill��ll��lil�l��.�......iiiiiiiiiiiiiiiiiiii��. . =�mmmm�--- ---------�- - IN l�"commalsolmosessimsem"ammismossmonsoman son mmomm�mmussummomoss l�lmommm Emommumns alsommmlm="UmmmlulmmuEW air ME 01; a 0 woodmossuion monsommean ownin = IS a "Oman mo Emma mass ME minim minganommumommumomommmommmummmmm=mmmna"mmmLonmommuning�ommommossessmsm=mmmmnmmmmummoma � on ME an N ES loommmossaminesommusemmums a= Bases I a aim . Mae 1811811111111gullin o Minn I 0 mull' oolino No on a I a O Bin a aom NINON MEMN ommisImilsomosm=mmomlmmlmmmmmmom msi.riii.ii.smi.i.sm.m..------ - M1M 091amilmo"mmmum on ouni laws II Inum mma . - m mamonionsommonumn l a won 0 &-igd-------N------ a -nor ------- as --m- -"--------- ,*- a =mmmim ons ONNISMommemossommummmingnisminmangsommenmummsmoolossoom �mmon =MIM -.-- I i mossmuinumnommm"mommoon MEN No nommusamosso a am a = onamm smounnommovisomilsommmmonsom a a an "mom Mumma Bein a mmm an MMEMEmomm 0 I'm mosumn MENOMINEE t onsionoommsomommommmuoxneemmommn=m�mossom I 00 i 0 US 0 a 0 1 ,Ummmmmmmmimmmmmmnmmmamommmononso monamosommmossummosomNNNEEMENNEormim lossummenumemmommsmononsommossommonsomwoummmnol so nnioEnw a mos�m wilinmunsommennonon immlin somenoLopwml iRELm -IRP AN IEEE a a a ,Immnm"mmlmolmmommlmlogoom I wommossmoommommossonsININEWISEEMBONE�omesomr.mommonamommusummosonommommummommmOMPosignmeas �mmosom mmonsons at mom" a mq a a ZIIAiaZM a 0 lsommm a 0 1 I-ahlloommummmmmmmmm=mnmmmm�SE a son EMMOMMERNMEEMENNE SOMMONSOMMEENNEEMENESom am a mmoom mass welloormaimimmoommon mommmmimimmmmimmommonmmommomommmm--c�Z!ozmmmmmm mmimmosommomm lingm"mmmmmm asommosommoommmoso a a rum... .. nm:ams men a nommonswommommoommommomommononommomm is 0 a i sionsials mm omms I 0 a lngoolossonso nommumn a no N m=mmm 0 a no a a onimmmmmomiminows NUNN 00960 a No a 1 mm=a a mmmmmmm wimmommum mono MOO MUN mom MOORE ME wounnom Sol ill a IN ME u ommmmmonommus Rol 0 am MOORE 1111 molessommonssnso ovismo a No as Dan 0 a mmommomossinsonimmmosionowsmommouggommummommmonsommommenommom mmmmmmmmmommosemommos gno OMONEE on a a imimm malmosinouppipii*smimm loommossummoomm Monson mono SEEM bim!mmmlnmmmmmmm a a -moms I 0 1 man 0 H a Noun es nil 'IBM 11 0 on " a mmimm on� a , on - In ME a �olm or so 0 0 OEM maximum ,j 0 0 loo 11111 gains 0 a sim mmon somp IN in J 0 Kilot1 imil m smsookilouLRESSENSINEm=mwmimmmo=mm ON on; 0 MOM Mo 1111 0 , a Sol Dan ISE 0 MOOSE a ON I a a I I Mo 0 0 a a 1paim9me am I an a a in on..! ol, I moompommi a a a a a E NMI a a 00 iss onsmasomomenomissommulamilowmalL.k'solsommomomensoleamo Emllmon a nums I IN 0 9 0 1 a iaNll I N I 0 � 0 a a 100001,110 o ISO I a No no l a a 10 nommonsid Do% 1 so 0 a a an s a mosoms immmo a ME onnomemmovesmossomenommummmommumI a ilmosommems m�rAmi ERSOMMinsmommommoommonakilLmommommo so us so ilmommoomm 0 om a ounami MoLqmmmm ommoon a I Mu amesomemominmommenommmmossolkintlememome PPIA ommussan on 0 0 a - -NIEMEN we milsomommal No 0 on !Iimrilmlmmmnmmmmnmammmommonnimom Ji m k minsoquo 0 a 0 on a a a sommms mmulsommimllmlm a a a moloomm! monnom rim wilonsumns III 0 III im M211111 a masons ENGINEER lossommom nomilollio=m swum SIMEON a limmoomm a 5 wipi I Nos il-,!Xlc;onmmalsom=mm=Lwn!!E==;;;FsFmio MINE , mono looploidinsfimum m an joloomon a 0 a 0 a EES smo�.!",O�ffiI'jowN 0 llmosig-q I Loolmom V II mossignouni ammoni anningoommorsiom NEIII Q a a a an momamommmmmm_ _ - mossommoi s mimemi NEW I I anal= ma� 'A 01 I 0 a ME 10,1110400111 19 mmango MR 0 1 0 1 a mosim a a mooloommanommom - so I ossommemi a I 0 an r a i l J a roul a m 0 so SIMONE a loom 0 a 0 Sell §F,allinl'l'l 0 I artmossomen N nmolsomm MINN , me I a nummoss MEMONESSEEMENSENSEENEon sonsommemomm --11 -,-!!2 onsommi MENEM a a s 0 man I a l�onamom mmom MEOW 0 a =I a maimmommommumo summussom moolml,mmm=m 0 so in om a n 0 ISMS mono ve mosommei a so 5 11 0 0 OMEN No =mmfimmmmmmm 1 IN immoommi MEMO a == m an 0 It a MEN a a `4W MENEM mommommum 0 nommo MENEENISMOMMOU mu Basin Ill isommomi Mumm=mmmnmoommmls 0 1111 0 onsm =OMEN ME a moll 8 so I a a smommimossumn lloinamimlm!!!!M-- no 0 a 4 i--- ililmiimmimil a a E a so I 2 I on - asom a MOONS 0 mom Exit a an ii,4 nil on USE ol opeommusion I Mo EnSel man a BONN axis a smomm a sommoommums __ moneemo I Slomommo man o on SNIP 0 MIN 0 so mmin - a am 0 0 MIN nommusumenso ENE IN 0 a S 0 0 a MORONI Emomm mommominommosommosor lion 0 No MOSES I I I Mo sommossmannessomm mossamossommoor I IRE 0 I an Mi 0=0 09 0 1 taiom is 11 0 1 ON nooloo lononnoommoon =NENEEN I a 0 a mom nowspoommossommenowasmmoi M mmommosominamommlom annonsommosommusamommommmmsmossommom loossommoms MENERSEEMEN Mo giismummouniossmimmonmmmmmmmmi n 0 as HE m l IN mmoss i in NN"Emmmm a lnsomosonsommossommomommoss so m a 0 m MMO o m a a m ioi Ems mosso INS an mo a MENEM Monson an us a a a sionames 0 sommu MENEM I ]IN 0 lmillu �immommummummom mommomme n NEURONE ow on ommo IEE a m a on Its in n am nomommommumessE SOON= lsi I ME a a Bain too I Ii 0 . 11111 Mmnmom an a 0 ammmmmmoomm Emosimmmmounnomme o nonollimmlsm 0 NJ MEMO [in 1 a a mominii momms a omamosm iru Basin golia a NM I on 0 Nino an an EMS EMUS 0 lie a a OOD NE 1 1 li a its ME 0 inamonsommommommmommemoommosoLow,lommmmmomm=00sommosommummunnounwommoilosmlo I on MOLE . linarommmmmmms= Emus a WE I a IN nowmair IN a 11 0 0 0 o 0 m so mommummEEMSEENNOMMOSSOMIOMMMWMMmmi 0 moo= a mom= wagon Emus ommommosommmsmasons 0 0 in NIS sommo ismona s o a U WIM111 s " a a 111111 I Igo a ME 0 Illinois I riolo sommummimi s a a 0 I a wommonsommu Bain GIO I me I a a I milesolonmino 100 an a ONES a SUNNI io I ommmom wool on an a monanum 0 NJ onionnol I a in a mono I moommmi 0 a an immenesso im a "ELEI.Mli lnaiiq!ammmmommonuommnnmmolim solos omlinuo 0 Mo son S m mill um 0 140 I 60160mmillm. 0 I I me I ME lion s lmommour INN I IN iimmiimmm s M looLimmonommossommommmmosommonmmoI nomom son 0 a =%Emlmmmmxmmmmmmdllllommu a mmmrminmomll,linb,lqumommonamomummoommossommonsomemosommommummom I a IW a a 0 a Ems= " Emmons =Ems ommoss 0 on.loaq-4mmammmumom ME U. . .. mmk,L9mmm MENNEN moommommossommodom mo mallow� Mae Monson E=EMM ---0 noun a mmimmustIIND a lsmossilso mommo ON on lsmsm omm a amino os a i ilimmums BN ms a is 0 imme,musloomm oinso 0 ME 0 . 1110111 0 a a amommussi 0 1 a MIN II V6q MEN , , , an manownewl a ROME 0 1 molimmus No mmmmmmmmmmiiimmmmnmm sbga�www= ammumlimeammerionom a mean lommal� amen a E - - mmal -_ n I MINI NEW _,Sir,ff,fl:$Mo& in &--ENNNNEME a Ina 0 1 20 lsimmums MIEN _ 0 a a NNW mom a MEMO NO a s nil ismomi son n 9 MONSON OEM a H an 0 m BOEING on No Damon 0 IEEE a an logoomms son a Mo! i bo-now 0 IIlUUU1 0 1 a a ON 11 - �Midomil,Tml=�m %a 1,1111 0 1 an Inman l I ones 'arms LL mommom Sol a solms a am il'o..,'Mlm I a a al plat 0 Imaiiiiiials- a 1 a aim , .I wilailmom N !u I asomenisommommosom ,!ON , mi 8 P.m oumm on I I win om a 1, lommommosil Millie 810 motimmmi son = mom 0 room I 0 lmismom 0 mom 0 smon onmommommemom 0 sommum mmoom a a m 0 man a emus me a i a LEIEENNM=ommmmn onsommis smomm a 0 an m mmommusomus 0 . on a role NMI somolihm H a MIN sommmummom SMINEENNE III Nonni ol a s 'mom M a a I IMI ill a J owill a lossammossm In slowounumn ME I '10 0 sm'smi"ll I so MEN mom ill in E a 0 sommenom MEMENO is mi I lig a MESS even No---- ISM lffill; 0 no I 0 RINI MENEM MEMENE MB milmnammimmusummon SUNNI woman a mummosonsom No iaiislogLam a wimann a ELDLINEWEE Emmons 0 WE am a o ...r._==Bl a NONNI . ___ ___�m�m onm: ... am ---------- - __ mommosomammommoom _ -_ . � 0 -- ... mm I.= m mono - a ammma assommu on 11 11 MI I MIS 111111110 00111 Momino"lmmm lililogi . . . ...- ommummummmumanamin o I mom =123010101sil I mosommoommi III ago Mal INN mom sminow was ME ---- I mom 0 1 nism a I was a In IN 11 us NJ - a 0 Milo I ommiessomen MINES a.. 9 - - .. .-- NONE owl a a a I ME luilmigill 0 a 0 11 none" moni 11110 .. ... SEEM I 0 Emmoomm Emmmummums Exam ommomm�m moommi Nonni in III 11- I mot ail ENOS NINESIN I on mom I 0011 MMO Monmo I an!!! Minn I am= a 0 "Immoolonsono simmo so ammon MNMGI IWO I an I I 0 inniom 0 1 BONN m am I � 01101 I on a mossol as Mumma wamnmmmmmlomm I I as Boeing =EMMONS a as moo H NONNI moom MEN ,in im..Ei, 1111 "women ounismommuso an a a a MORE smmq NO I ..01.0 EMS ME 0 1 I mI no osommemouummumm�ommomI Daniel I ____ Muslim. In " HIS u�ii moums a as V MIMEMOONEffims OWN IMMEMOSSOM line name --- a u llligiollionlin wammo ------m nommosirl a=mmummmwmsmmmumn mmons IN on smoson a lmmmimmmmm=mmmmmmmmmmmmo --- so son is No ME No a 0 a smonam wamom am No mom a a I ..Immmmlmlmmm 0 IN womiss mom a 0 1 a imimals am loolim NJ mismom 00 0 Ems 0 NIEMEN ON NMI 0 111111 onosimmal a a a on I MENEM an ISO 1 no no 0 a 0 0 a a a I -_ in, a I = I tilom NMI mm no on ME Dan 0 a MEN a pinsmoimmos ME Ell I line Big an a 0 mom ---no ME a No some IN an 0 an ommilm000iiommo MESEENII a E Boms 11111 OWN I 0 Him a am 0 Miami M1L No ME 0 a KII a 11111 I moo a a min 0 am 0 moo min 0 am 0 moo min 0 am 0 moo min 0 am 0 moo min 0 am 0 moo min 0 am 0 moo min 0 am 0 moo mimmo a a a BONN I a Emmons* mmommomdus IS IN I loommonlonglis a 0 0 a ism III 11 ON ON Min I no no I I Min I I M1 0 a 11 MIN IN I 0 moo 0 a 0 a 0 III; I 0 0 0 min on no= Bin NMI I 10 E NMI 0 a I 2 0 Ill 11 I a ME aim Nino a amoinowi 0 omommom 0 a a 0 mmosommumn I on a I 11 a OMENS a 0 as MINE ME Milo OI NMI a 0 mom ME O a a a 11111 mmLl?ju2f!-LT3do NESEEME MENEM smummous I 0 BE 0 a a Ill III III 111 MON I a mq a NMI a a a mmolmoo a woommon 0 0 unnimmunsimmosommosomm asiounislis a miuminglammoso Emoommonsom INMAN so mammon mtoommoom 6 o 0 0 unlim BN a so 0 0 a ME --- BENNO mommom wommommommiums 0 MONSON 0 to immosel molool = 0 now a 0 or a m as on mmmllong moo ME in a MEMNON I 0 a ON 0 to Uri 11081 I me loom mino u innommoomm no a I mom a I a me momi 8 Mo 0 so IN I ,O.r.1411., . 11 on a a MEMNON a 0 No a at a mom BE No a Emmommommoson manomn a IX1IU11j 0 sque SIR 1 11 1 =a I somoloommosommo a a a MENEM 0 a ON oil am on "Mommoommilig 0 0 s 0 84 a a a M ommimm OMEN aim NJ mono a lional ISBN I 0 lllonamme IIIIIIII ONION somm mmmmmmormimmmi on NNE summon se moons mass a sommi molsomil Ahommummum - - 0 loons on a on on an Win ME me mom Ail moo= mammon limmomm I so lemon loom l MENNEN mmmwi noun --- mallis is 0 SEEN "" I 0 smito son 71 ssseemommml. ONO ammommommons ME nommummommmmmonang � an Mal mom N BN .. 0 monsom NONNI am a a Nil woman a !Mma loommemommilloommagriso monsomm on NIMEMItisom a 0 a 0 0 0 no a lammool' ail amommmoommMENN ENRON we minsomm molowas a III INNER = mll i Ell willillummimmllmmmm=Mmmemam 0 a NUNN a a mni 0 INNER memo NELEE=Mllm Immune nownisom onsom on OMEN a flumin I nnow s on a mom on a esms am N a mom as 0 MEN smm*m _____ ME E m on I smoss assol sommummen m mossonssmo�IN&IN, molmmmmmus osq0mmmnmml=mmmmmm loommossommusm h'Ilsom mom smis a .........Milo misomilsom 0 0 anmosommol a ELi'04NESSEEN SOMMONSOMMMMMM=MF.2MMW,=MNMMNEMMMME ,Ems sommoommi smossessommes No OGDEN manommmmmmnm=ommmmnmnmmon a 0 an�om mono= 0 now EMS a min a r.,.,,,,,,,,,,,,,,,, mm"NE maidnommm s in mommmmmiilmmmmumllmomimmossm mogl s a limmonsommon a =Masi MONO MEMO 0 an no= I mommoup-M - am as mmmmm 0 a NEES lie ME mom I I now a.m. INI i oullopis n oneenommom all Emma NELINIor mllcql OMAN nos 0 .Mmm.l Ems I so a NONE on so IN olooll on=ool a M09 EEEMEIPI!"Irnm. 2 ' I a - ll , msionam - smmemokilmorb 111r Mm WOSSO I=..%Mlmmnolmmlm I Ile a Hinal loss 'dominsm 2ml �oommomovillo OMMEMENENMENOMENNOOKEOSEENSEEMENJIMIN 000 ENIMEMONVA ONSININESSE a 0 1 MEOW MMM's In =a Emma I ISBN 2 a a omonamm 0 Emmons Nis Room Mai" 0 mmol�ms HE III pri 0 a son is q 1. 0 1 1 HIM MOON " II! 0 0 mmul�mmossonsom In sommmmm ommommusum" a smamm I I Ill- 011, in 111 1111 NS 0 No NMI I a onsammm 0 mon�wommuso me no.1, � a go so d on am min so a mollmommommummm r ow unmmmmm"lmnmmmmmmmmmmmmmrmsmosomemonson so OMEN MEMNON mcj MIN 0 is= NIS no mom m mosiol a 0 a mmimmommommusmmumiLmis a a on 00 aw mimmismannues malmmmmmlmo�ommmos�ions wool am is to 0 a on on 0 mosomismossomsmsommm an a MEMENOWEEN&WHOME om so liss 1. .air... of Menem 1111111111111111111111 0 09M 0 mom 0 a ENO 0 mmosommisommomm imponmmmmnmmmmmmmmmmmommommusom�m mommemonomm"mr me 0 a m limmonsommismonommungomirimmusullsommo at 'ME am n smoism so INN SEEN mommmm om 0 Nos am i s a I mmmminommons Boeing mllnm=NE milmoso MEN a ONE PAMM 111111101,18arml IN a mom M�IMMMM�Mm a No an .. . ------ on NMI .. -_ - 0 No so low I lmm am a a so mai o 0 loommummi;l;lgl�i-mi�l��1-1------HNLIIIiiiaa ago 8=0 On MILO owl INN: 0 ME! on -- am A a mmi ENO M mom. ... ININEMEMENNE so on I I mill I a a 0 0 BOOM!I an mom a mosiE ON Milmovenin M H Loommounnoss a a a a munsommusuma a mouno mom 0 ,loss 0 IN 11 .o INNER I 0 alown NIEMEN a a an low mossom simml a on � mson so MI an an MEN om�mm OWNS - 0 a us I a a 111111 S somn III a M In monsoon - 0 no"�m ME Mrs 10.0.0.1 , *.=.'.. 0 - - wool .4 a m minamso 0 os E ME on MEIN a Mal 0 li 11111 =Mims so am I a 0 axi mimmmmmmmmmmmsommung ill ME minso MMENI EmEnnumou Mal Is i mmmmmmm=mlmmmmlmmmmwommommommse am 0 E No a =a Ems mm a aim mom Basin= 11 IN " I ME wo i I I 0 0 0 a so No mom a e ae m MTII ME a ON NJ ENE= an OWN 0 mosimagami momommom a a ME IN "mom mmummommussomnEssommmommossommom=mmmmoommose sa an monommonsen a .so 0 mmoson a a I 0 a lnaminnommong a smasumulimomimmossuilsommoommommonsommosommonmmmn oni oma A lasso a a ON a INN 0 0 me onsomerso as M S 641 so or assommoopmom AM MIU Sao a mi is 0 a a OEM isomp malmm ... —sommilesnommommmomummmus .,.Ilr, a 3 IN I a a ME a a 0 ON 0 lm omr, omm a a was sommol i 0 1111 0 smogs a ME mill 10 —_ 0 a MIMMUMMO IN Mo NE . MOURN mi a a n am simas mmmm=oolll so was 0 mammon In ME IN . ,,a MOM I a =IN 0 a =IMBUE No on In 0 RINI 0 2 a I 81 I 01 imal .0 N liniss a a a mmmommohl 0 IN a a an I INN I an a 2 molilloonomill a lslimmossin Hilmligg ON ns 0 Is I 0 momen mi Ja e 0 1 on Ilium on I a mom 0 0 0 mom 0 Ilium ENRON I ol,MMOM Mo III Own I minsums 11 0 Ill a pa 0 0% MORI me 1111 a a moon MEMMMUS me INN a moommom E IN moommonomimom BONN No= son 0 MEMO a 0 1 a i museums 0 Emma I a an 09 sm a onommusemonommi SEEM a =1 0 ine I asismoson owl 0 sommemome on mommumummommomm a as MMENSLOpq PNERSOM mmin ME a =moll NIL sisal 0 a mm.M&m INEMWIMEREMM 0 - 0 an �ni a a 0 III a L I a a in a mono so moo= amonom imosomm loommussom a a MENEM lsm;�,0.14.1B EMS umo on Ems Psmon nmm=i Ems OMENS ommanow MEMO an mommom MH a a I a mom 0 0 lousamom 0 Emommi mi"=Mao 0 0 1 mom on 0 0 us 0=0 MONOMER now mammon an ENE MINNIE nano a---- mosomom MONO names lmenommisimem a lngoomen I IIIIIIII18 a asset 'O'N'nm yi a 0 1 1 I 0 a I IS mom a 0 NNW sonomms loss IN rammmminsoms Oman a a No MEMO No tm=m an smosms ME= 0 wasom omems us 8 a 8 a ENOS mom a ,?JIM so a I mom so anowmimimino I a . r.01 I ill 0 111111 - 0 NONE woommsms MIN owns =ME was a 0 =200=0w 0 1 oklarson NINON lmo . . IN. ONENESS 0 = a 0 is as owl ow Emno luol No on u US a Min MMMMOMMOOlma! mr%mmm os a is ENRON mono EMIRS -1 a mean NIEMEN on mmon a i M Mallsk'�N No Go o a slim a GNOME BN so 0 smoomm mono l =�m mmmmumed a IS 1= 0 a nomolis 0 111 III Mosm MIS 11 ilsommoomma 0 soma ene oo= NFMNNm0=10mouilloo�1.40 on Nor mom an a a a smog MISSION mmmoss 0 no 0 00 Do a a . Mm on 11 Ems N ME III o k a mommi amaiiii IEEE " am son a s no on 0 a Ion omen MONO a lm E a MEMMMI Broom 1111111 I IN L909 ollm9imolo VIP 0 l qq NNW low li�namol 0=01 III, I lih a a I im..I.ill a iiiiiiiiiii I 0 momimmonsklm=m,LMEN=m -----0 1 Ems a Masi lir�mmosimmimummoommensessslolommummm lasso on I A-man 0111101100 Nano a SOMME BO mao nomon I one I immmosommoom ommoss IN& �NEL'EMERM a 0 Solon an usomom� 11 mom --- 9i 919-SH—m som ON a mosson Minn a liul�mmms � Ion on a simsms ME omen ILIES N nommmmmms ____ 'ME �lmiLlosi so lm I EMS Ems Go 0 ol 0 ISO m�m=m mm=mmmmmm OW 0 11 an %%Ioimiml smom 0 11 " on-@ omm= no on 0111111M IO sommom I a no a Rolm a a an 0 IN 0 - .r.3som Ion M Wo In N mn me ommoinionsomon mmmmmmmi 0 Emma a !!Pl.mm - - I.Ril.M&mli I W IN illosso a 'I A I an 0 a ONES a MEN mum ME 11 I MIN U � EN Nos 0 Ml E mmmgw..r. oxessime No NINE on IN - a a a a 1111. ..r "N 111 I = - a imilim a losommo a sollir No mom 0 � a a 0 0 m a gil ME Ems MEN 0 III 0 m us solmmummeami Ems i II 0 Iq Mo Immoommenamemi I amominami,imesommono onommom a =EEEEE no-minowns- . u Me I a I ME i am masons onsommoommlismi I'Ammommmommommma NGI 0 lims, a on am 0 ossomeom no Mo N=Nmlkmmmmmmmmwmmmmmmomm mur=mmmm ismoNLE a a a Emma Being HIS I a I a a a a an Nos 0 a 0 mango as 09 0 MEN mmolom on a n ISO a MENMMNN is Simmons I moll 111111111 0 mom= moo a an ommommimmma a s I Ism UNNEEMONi nomon milmomofism 1WIIIII 0 0 n ---- 00 ommummus a a MEMO - INIUM's IIMM Ems mmimm mom , no Nunn MESS No � =L:K-zlmmmmklmmum ?A monim mossoms ME am am wasommeri a so ========�-___ mmm Ell 0 I ...vim= M. 9� an -- 0 an 0 go! ol ME a No I 0 0 HER 0 inswommoss Emonsommommens Mo a m M nsr=m am nom=Enm H MEMNON a mom oil ED -ailgm .. 000 a a air NJ oil loss oil a 0 a 0 a loommong I am 1551 gliza monoussommomin .In.. ININ io,IMEMOME Ilan a oil Elmo smimi a 4 solsommon a Emmons* a an llemmmomismains No ram an � an a 01111 MEN 0 a E I, ME mum 0 we ill Ill MENNEN ME a I 0 Mo a a loom mom's IRS a : WIMMUM amrsa ONENESS Emmons on am somo=m on monowan an ME a WOMEN moons -nolim ME 0 a I nomenumuman a is sommemommmommoso ME mo�mmum mom loomIL90000molimsomeassurn I 0 5 molilli I moffidmilm ill 1 M091 111 a a 2 I IRE 0 9 0 mom a a man own wammms N=mmmmmm so smoolos�ommul momommo�ums Ion mmusum a so a I noun ENE in al ME= 0 simmummonli ill mEl mssensemostmannowass SOMME M as a mosso an mmmmm= Mono man a OMEN ENO a in ED ommoml3fig� �t - 11-.. I — ----, I � ---------I - ,�. ,_ a SEEN lion mono NEES a " as ommoll. amoss a monamm IS am a wasommusamommm a MEN r.M.O.M..9.MMMUnlrmmmil nom 0 0 ME a 0 autonomous asommisom mommmm"m limmison moo 0 0 law a OMENS 0 MINE I monalml a U � 0 0 miniumemoso ON Ism a or I mom a I a 0 ae a No mono 0 0 =a own 0 a a a NS , or. min immulumin; a a ENSEMINM a ENO 11 I II a 0 a IN M a mosson osom�oloso il Ilan MEN a MIN' 0 mom MEN on MEN . irOormim 0 1 moo ED 0 __ __ 0 Ill a a a a on I a a -im a a a 0 0 Usomme =no a a Mal a we m a Sol sommus m�m inamn ME as* a mom on I a a N. o 101111M moo 0 mom RG ega . .. me IN sommmmusummomme mass imemonswommommenisom goo a 0 0 Ems am ME inimmmmonswommm 0 monsommommenslummunno nali=mmmnmmnmmm-- --milm=mmm man* Jim so I a a a I a a a a i s EE 0 mummsommsimmmmmm 0 a .rmmmmmmmiimmmmmsolmmlimmonsmommmlimisonomilEN=lm MMENNOMM-�'-40i'APk-W�-IMMM M 0 milli mommomminmima N 11 MIN mm.m 0.1m.lM.o.mr.ign.m... a I 0 LuLmk,7AAMEN 0 a Egoism NONE a no a =on I s UH a III! 0 III so a MEMNON MENNEN Eamon 0 mm=mmsonionimmussommoommussrmLmwmmlmmm imummommommoom anummmumommono 0 sommmNEMEMINs MENNEN � 0 III nommoson mEm--NE ,.irm.m.m 0 Bass moon mom RENOWN No s a mossomm --- on ire E- m�EmELE ininownsorso ommommoss ommom Nollmmp=EmmmLgmmmmmmlolmim--rmizqqm INN mn mi am on GNOME No a 0 and 0 so now ME 0 0 ------ a a a No 5 0 nommiuseemosso a WHON' on 0 Min 0 ON IO Ems _. UNION H m=mmmmm9 Egoism monim m SUMMON min NEESE 0 -- Mel &In limannei a mmommong MEESE molin Basin a 0 1 so m- Emma am =I a 0 I Mo bmimmem mommom mommus 0 H ail a 0 a a a jimmll NJ 00:11111 somon Mo 0 iiiimr.O.M.M.No..O.M.Mm.11.nr,,',E.lm..N,.Iqm N Ems I mom me Mo a a a 0 am a' Ill, a 0 j p r NEII EL min ,a a a I Marommoomminnumimr,mm a inson moon ommossim Emmoloo N mosommalsommsmosommonommummunmoomms 1 smogs a IBM Elmo on 0 M M s amommuns In - a a 0 0 in H do 0 a ro5mins a a I I gill a r......... MENEM 10 IN a a won ENO a as a L 0: a ii ME ___ __ mmomm�NEMEMEMONEWEREMSEEMENEommos�IENIMELIMMINESSOUNNEENolosominsommonimmommommommo� a sommalligi�mmommummommosso ni NONE a a HEM minsominnummo limmmmo ME 0 a now No 0 nommomm a mosion Mimi 00 mmunm��ulans =MONO man= =moms mono monviomm ommommosommomi Basin= smsmosommosssmo am loons 0 a see 0 no mango US mammom 0 No n �4 IEEE , Enmmmmmmommmmmm ONNIESEMONEENOMENMENOom R mossonamom morA moommonso a WIMMENOlmillmm=mmmq 0 0 sp I NNE sma�omiumm ME I 11111 lnommumam a NNMIM sommommemse 0 0 ,ommusensomm MMEEN8600MEMIANNEENO MENEM MOM m a 0 an ugafmmmmm misommossommui mansm won in 0 0 a J a - .1 GI - " I 0 mrCill IN J 0 misinimsmaiisommimmimEllimmommmimm mommummol loom MENNEN a i in 0 i-i, , 0 1 0 1 0 IMMUNE N newsommims 11111 of 0 as 9 ons.1r.�Llr7etmoilmommi on a NGI EM mono 0 0 on I an,ft 2 R 0 a ssole a I on No 0 an Nano Da i --I% Ems a 0 inson MON Wim.....m a ammmmon =mammon mollooloom onom msommosLiolonom Oki ----imimmosomisimmon In onpoommungoommosummul ON solmonomome�omisomommum 0 BOOM! .00.1.1. MMM=Eimmm m m 0 a on onismommo in 0 ME a-2192mmoon a 0 - I , I I m=mmmmommoommmsommmonomimmomommonamosolilL REM -_ a IN a sommosso mosomenso Ems 0 now mossomm a onsimaso a I a NONE d I I 0 mr 0 loommommummomemmom as missommmiss so ommumm am sommono 0 nommmung one snom=mm=mu Mo mammon mom a Emolis monommimmenown Ism a sontommommommommommmsommummummon mommeam 00=18mommosionso an mosomm low 0 m no mossummu I molinisommoung ammininumi NINE MAN a on am Mi msommisonsommill worummus a mil ,,m 0 min an MINN a an an mommmsoomponamm ill 0 1111 an ones EmoRE a a ME lmmr=mmmwlmmmummmmmmmmmnmmmommootionnommommomemssm 0 use - UV711111111111 loommoso a - -----p - I 1111 ,q111 ----- 0 mamonamon 1111 a .. I NEm nolmnoommmommng __ , _ a 1;1=,,rmlm s ;tv, N simmilil 0 11 0 loommonoommonampommommemmmmm-------2----=cc-- a s ---- --- I 0 on 2 n a ulimm mmllmmmmmummossommommEEMSE an a misimmen - I I . 0 a ijilmi--N--M--i-aimirsimillialimme an mom so moo "a . sommm'muu'm' an nonsommoommommonsmommm a =NEMESES INEMO0 N -, mmommonommoi I I 0 so Imam a swasi Fe.1 min I M 6 , mani'ly.lnrIllift. a T,F Sal- a a a ENEEMESUMEl 1_11 m . a5wu a s ...hil , lism a semonommon on mmommoommul mmagii 0 0 07,is Xi ioLL..Ir!:lion o mom a nomme Ion RENE m 1 mom I l WOMEN No an a oom an mmmmuzommumi m ,!Ir_nMmf,Wrjlir,f a fj1AA[%;&MPI __ a a "isomessmomm mommoommmoi EN ZA 0 .�J.: 71 am I lie Mm OEM A Ar I'd nomi mm"Nom�=0 E=mmmmmmm=nmolm e mmummi-zimmmoommommommungommumasommoommommomeogimommommemonommommsommossemmmmm ismossommui ommosomomms 0 moommmlim-�y'litioni'VESEEMENEEMENIomemom lullus l Bsin s an a a E onsonslo mmai E so oi E"imna I I In 0 a a mms__.. . .. 0. .n so m ----- ismommi - on No was - ilam 11 Mo own NINON lin r,I a Ill 11 a IMEN 0 I a 1-00 a a a Oman-- 0 an now 0 1 ON a 0 a " MEN 0 a a 0 an a an 11 a a a a 0 an I I I a sm, I a a an ; 0 a 0 an I a I I a I a I 0 0 0 0 a a an 0 Im No , 9 0 Am - 0 1 1 , r. I 0 a am a I I a �ism 0 no a I No 11110 I 0 1 a I 1101 I 1111 0 a ol I - 11111; a A 0 1 a 11 a p I a �l an a 111 di 0 a ON � 11 LEMON 0 a I It 09 a swum= a an a In a 0 1 0 a a 121 a a a a NJ a a 0 a a minim 0 a a III 11 0 a Is a 0 0 mollremps psommenwounumunwas a IS a a a 0 a 0 0 009 0 a 8 MIN ;a 0 8 a a moo= OPLE 0 an goonso 0 Mo a a a 0 0 so 0 so 0 a Is 0 am 0 a a a I an 0 1112110M 0 so a a is 0 1 110 0 =I I 0 a as a a a an an I I a a 0 0 a I a a I I 0 1 1 a 8 a I a a a I 11 a in a a 1 SIR a 111 a 0 a 0 a 0 0 = a 0 so 0 No 0 1 a a 0 a I a No EMS 0 ME 0 no 0 a 0 0 0 a 0 NJ n a I so I 0 0 on a 0 0 0 a I an an 0 an a a 0 a a 0 1 1 1 1 0 0 0 0 a I 0 0 0 1 a 0 1 1 1 1 a 0 � 0 a 0 a a Dan mom a 0 a I 0 kinswELA 21 0 0 a a mom No I 0 mmunat'll 0 a 0 0 0 11 5 IN a 0 moons a 0 0 lie IN 0 1 ninon a 0 1 so I IN li,rsm -ME 0 a 0 so 0 0 a 0 1 a mono a a a a N in 0 1 0 1 a I 11 UlI___ I a 0 a Liummom I a 0 ME II it a a ON 0 0 NJa a I I a a a on a 11 He ii I Ion I I I I I 11 II I is 11 I I s lm"mmmmmmmmmmmmommmmmmonommumm son a omomFLige�,l-w,i'4 0 Mason oniii,. V,.% No =a 0 a __ we � ommm ME somms om Nunn ME ME mn!tmtw= 0 soloommonoussm a monam an Basin I 0 1 alaiis m a I MF*4,A,T,l ,04..i ,.-Ir,.06,Am'lT,C a,- , ,- an - . oil 0 I ! 0 mio ommommm a ENE MLI 'llik'sill lrzkvl9 MMLIBIJOIlroirle L%200mmm son I 0 n allskalwommia6mismosllsommommilld-olooI I in mom . mm NOREEN am mlmmmm ii� a rmost,qk rdlk Mfr'MKMMM mamolurni a a omen somens a a Nano mossommounnums a NSON I, M M N EVAMW AM INNMU'JF 46 El� IN MI'MOMINNI a Ing 11% MEL I iA%mM* BIG i =11 —------- "allosimmula ommummm dsom as loomor,idli6of In 'El mannoung moo a 0 1 minommonsol a a m 1, imma is loomp aft 11, o� IMm.,.@,lossommommummossamposmonsommmummosionsimmonmmumansommommonamennommommonommus a ENNOMMESSE p 1 is mmossolaumms a RM mum osommenoommm larmil is, '40alrAmm a no am, i lnimmoommo a anigsaionimums, a am a ism ll 11111111101 0 mllm"Mm ommunno ' a o mosompfummal min 11 INuffinsms u a I moon insom a sou no No wommosommus ONE smommosen 0 11 EADitsuamL.-Muav-"WvoRoom ._....� —111�I 111111111111111111111111"', 11111 m�mmmm mmanoussummusummimmmmu!llmmmmmmmOMM - — — _. - --- - I I M 1111111 ��l�� 11111 111111 SHEET NO I OF I _ r -77 - 1 - juu -� Drill Hol¢ (Fnd.) F L _m ❑ - � J-YA�IT /`� J� z - G�� Pt. LOCUS f ' r'aimer -ove Pf i .; lG. ' �. )ra_E L � m , KEY MAP n �--� TRACED FROM N.O.S. CHART" 13276 Z SCALE : I TO 10000 rr Z "rz2 � b DMI Hole 8 / 1 -- �!'- . l � •v � _ � ^''' - - - - -- -- - - Exl 9tln9 Ground -� I• • 'li 3p4z4 e LONCD POINT SroPQ /! Q-S 4 � - -� - - � 9 E L.W_1. 3 3 �Z �'� 'g@*O v,..6 "'. -,-, ` Dred e fio lc, 8.0 M 4G .,� _3. rS\ "�` PaY umlt filer. 90 M,LW, ! / O > w i O ti 1 cible ' . r • $ O $ 6 S3 �4S < y 34 \� O O 6aS,pr 3Q.Rri O , l I G-V304 See Cross - Secf'ons 6 S S • 3 9 �O BENCH MARK %• s s s • • q .n -os a �r�" "- Ir S. / 9 2 rl \, Drill Hole (Fnd.) •E' ' S S � S S �U' �/ 35.68 `O � Drill Hol¢ (Fnd.) A I 11 • .6 O •B1 Y5 . Sy S9 Z,G �y0--� 'r. / `i " o` q (6. z `'.4 6 L o 'oX ink"/ po� TYPICH!. _ DREDGE SECTION EI. 14.39 M.L W. 'I% 1 4 '6 Z 6 6 S O > y O 8 ♦\0 g O > ri APPro - V. O S S� 6 3 6 4 > q 4 3 v .. O.y OCL- O. / . f / No to SCnIH S 3 z 3 S S 4 O. O > O o S 9 cl. 4. S s S .q r�••� S 9 $.S `>.is O > 0 } r Z / r 5� S Z /� r 3 3 ' E0� Q 5 > • • 6 O /• Sy / e / G z 2 / e r .> /.O r 9 2/ ?r 2 ! 3S Z 6 • •G�4 9. S r`.3 S4 9. 39 S 8 33 27 UO 6 9 Z6 2.6 �.6 3,6 3(0 33 3.5 O "z �• " E;..S 6 S 6 S S G. S > j4 ,�z Z.� L I L. 0 3- 33 3 5 6 3 0 i' 9 6 6@ S SZ 6 6V`� � S Z S,6 3 S 5.7 Z 3.1 35 3 3• d 6 3 6.y h.s S S4 60 66 9 S G Sq & S 3 ) S g 4 3 3r6.SS - 6-o .g S B S9 S.3 59 ;. S6 S.S S@ ��4& 36 3b 3 '1 7 3a' m O, • G.9 6.9 7 . 6 4 6 9 8 $ S S S 7 O S S S. S 9�- L.•7--�a.l�"'$$ 7 6. 8 v 7 / > <D G 69 �.q 6 . 9 6 .e Sy $6 a ag �S�/,�6-.�� 6.3 6l 5.6 6.4 6.9 7.0 ab 6.9 7.3 6 -I i Y -4 6 G .O S S _ `SSp .." 7 t0 6.Z -1 .3 lo• _ T 6 O'G ? o >'O S4 • 6 q 6 9 >0 6.4 64 . 5 S � S g- . r 6.0 6.4 7.0 6 _ O O 6 / 6 6 6 g q q '3 6 6 9 SS c6 6.Z 6 7.0 7.(P 73 1Q l , p 3 4 • >¢ 4 Ge 6.9 3 G4 SQ 3 S. > 5 � / l 3 5.6 70 7 .3 1 d r Q S po\ 6 4 • > 6 63 G S 3 q. 49 > 5 6.3 7.2 7.1 8 38 6.6 6 O � � 6 3 _ 9 Z'9 �3 zo Z4 j 9 `19 4. 7 .I ? ;04 1 `j 8 y S 3 -'4 6 .6 4 o q@ O , B Z 4.1 4.5 (o Co + 7Z .� S > G. 4 / 4 6 / > / .9 9 Z 2 Z 3 G6 2.4 3 / 3.8 6.0 5.0 55 c� 7 2 Ke p; rfed W o- o Z 7 4 9 ? o z. �7 1 69 7 Lea e p .41 s 0 -b a o 4 / 0 22 e 2. 1 Z . ) 2.3 46 37 -'5-�6 9 u _ U 3 1 ' 6 , y 4 S g 2,3 2 .4 2 3. 1 Z-B 4 1 7 b SA L EM HARBOR [ a o Z / / Z 4 3 rte/ 4 2 z I 2.1 2 .3 2.6 Z.7 3 5 A o d o l O 5' O S 400' -= - 4 q ,l 4 e / a e Z 2 Z 2 9 3.2 3 3 4 3 I 3 Z 4 '1 9 V d +� I C) e r 3 0' 9 U-9 r 6 TOO' ! -6-<-`_�'•.Z -p -�.�_ � 'L� j A Q + a' c I S O / 6 ov 6 tz / / j> 1 Z 3 Z23 2 3 L5 2. 1 Z.5 2.6 2 G s " ? 3 '3 8 0 � 1 i 0 -9 /,O / 0.9 / 6 v 4 > S / S Z 8 / 4 Z 3 Z 4 4 Z.5 2.4 2.6 3.1 Zr 3 3 38 AO Ai 3 � 39 A S r.0 4 o.y / /.s S / 4 -e 3 G Z 8 2 5 3.7 O4.0 Secf on 6osal n 2 Ip O o S S > / > 2 2 / Z c.4 2.7 3 3 4 p 0 A 2 e Drill Hole A I I .S O g O 9 O� / @ r /.4 Zo ` o / S Z 9 / S z .e z 3 2 9 Z 4 2 7 Z. L.S. 3.1 3.0 36 3 .8 4.0 A.0 39 '�9 900toconc Wall (Set) I QO 8 -4 O / - r S r,n 6 O / S z o S 3.$ a.� 0 0•@ ,� 02 O 6 / 6 S 4 5 ZO 1 9 r > �., ZG 2z Z6 LS 3.0 Z.B 35 3.Z 3 � 4.0 3.8 AZ 3 .13 4ti ,} L A3 0.5 cosi 0:4 0 6 r / is > S s , 6 Z 2 .g �. > Z �-9 .2. L 5 O 9 4 S S S / . y Z. 6 .3 2 5 3.3 3J 35 3g 4 39 G.g ; 61 09 4 r 6 > /8 z 0 2 � 2., 20 Zoo 3.p 3.1� 3.8' 3.9 3.5 37 36 36 0 4Z 5 A5 / G Ji 9 rB 1.O �9 / '9 Z, y Z.l 23 3 2'-8 2.9 3.3 3.7 37 37 3.Ca 4.3 Ao AO 1 5' a2 r / 6 Z0 /.9 / S 10 2 O 9 g Zh 1/ 2 / Z o 3 0 3.2 3.4 AO 41 Z A 4.3 A 5 /9 O / 9 /.� Z O 2 z O 9 z 3 Z 3 2 r Z 8 2..8 3.2 3.Z• 4.0 3.5 ; 3 3 9 g.5 A.2 y t4 0 A, AA io9 / 6 /r'9 r'6 2 / 2 <' Z & 2 S Z g 2 3 3. 0 3.c0 33 3.3 3.9 3.i 3 � 44 a � 4 -3 A.5 3 09 G / > O Z.Z Z / Z4 / / < 3 Z 2 > 2q 3Z j8 4.3 q 43 Al A. o rG s' / 9 Zo Z 2 / 20 -e s zz Z6 2 4 2. 8 324 35 3.4 3.5 37 3 q4 5 �1 . 9 9 Zo < G Z / Zo 2 / Z 2 Z.q 3 9 3. r 3.Z 3. 5 32 Z.8 3 S 3. 7 4O 36 0, Aa / 2 6 -e 2 2 0 e33 1 S 0 2 9 1 3.4 3. 9 a O AL Q A (v r6 2 r 2 4 � S z 2s 30 7 33 3.4 40 5.0 47 a4 51 " 4 G 6 ?0 z ./ S Z S Z,a 2. 9 3.o L y 3-Z 3 .8 4.7, 4 :-3 p 9 24 Z.S 2. / 3O 3.O 3.1 3. I 3.5 37.E 3.8 L4.4 -- 9- A 4� o ° Z6 z-q 3., 3.5 3. 0 3.Z 3.0 4.1 3 % o�� 6 Z 9 3.4 3.0 3 G 3 5 4.2 4.�o A 5 a.2 A.� 2, 9 3.z 3.4 3.3 4.-4 -) 3 2'9 3.2 3 .0 3.8 3.G 3.6 3.9 49 4.Cv A � 0 52 Z.g 3.z 3.8 4.8 A.1 A 3 2., � 2 9 3.z 4.1 3 .9 A.q 4.4 A.A 5,-Or PROJECT PREVIOUSLY ADVERTISED AS CONTRACT NO. 2959 Z.o 2.8 3.¢ 4.4 4.1 41 4.9 4.2 49 2g 2. 5 3.1 A,I A PROPOSED HARBOR IAAPROVEMENTS 2. 5 Z.7 4.0 4.7 4. 2.8 2.8 3.7 3•6 4•4 4.0 PALMER COVE 3.7 3.9 41 A5 MAINTENANCE DRECGING 3.7 A Ca NOTES: 3.7 4. 1 Soundings are imfeet and tenths on the plane of Mean PALMER COVE /N SALEM HARBOR *' Low Water. Minus figures represent elevations above that some plane. SALEM • Represent existing timber piles. _ PLAN a DETAILS PLAN Refer to Transit Book 1042 , Sounding Book 944 00 0 loo zoo Dredged material is to be placed in scows and disposed DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING of within the limits of the existing dumpinq site at DIVISION OF WATERWAYS SCALE I"-- loo' 420-25'-42" N 70°-34'-00" W (2 N. mi. diameter. ) ' JULY , 1980 DESIGNED 6Y ( Foul Area ) TRACEC BY RA6,R ROBERT A. 6RAMAN PE . D_.E .a. E. REVIEW CIVIL ENGINEER , WAREHAM , MASS Date of Survey : March 17- 25 , 198CDATE �'/v •h7 CHECKEC BY RAu FY =- r' ` CHIEF ENGINEER, WATf ,WAY , - , CONTRACT NO. 2981 ACC. NO. 05152 A s ENVIRONMENTAL IMPACT STATEMENT Prepared for LITTLE HARBOR BOATYARD CORP . i ; f: � f f f Bruce Poole , Project Director Sea Plantations , Inc . . 29 Congress Street Salem , Massachusetts F. January 31 , 1978 u: - a i; t INTRODUCTION This statement has been prepared to properly assess j the impact on the environment of the proposal to dredge the - Little Harbor boatyard , and to make recommendations as to rr . the best time and circumstances under which to complete the s° sM1 project with minimal environmental disturbance . The report focuses upon whether the proposed dredging will significantly affect pollution , land containing shellfish or nearby fisheries . The order of conditions requeste.l would authorize :t dredoino in Little Harbor to a death of ;u, feet at mean low water (MLW) for a distance of 555 ' and a channel width of 30 ' with a 3: 1 slope . Although dt,edg' a s performed in i 1976 to a depth of three feet , ;i:e inab : ity to finish the end of the channel ( 0- 1 ' MLW) has re.: ulte in poor 'tidal flushino and a reaccumulation of sediment necessitating maintenance dredging where cross- hatched in diagram l . . Additional dredging in the basin and at the channel end is expected to generate a total of 1305 cubic yards ( c .y . ) of dredge material. All dredged material will be mechanically or hydraulically lifted onto a barge which will be towed to sea for disposal , over the two week work period. All dredging action must comply to the permit authorities of the State Division of Waterways and federal Government Chief of Engineers (Army ) as well as the local conservation commission in relation to the Wetlands s i / E" D l MLW / +2 MLW I MLW / LINE T / ar - PT,>-E SOUS Dom` !N h 5-P I T It i CF{ NNE: . . t f -2 MLW r .1ETr'Y �' �u-��r—• 5-r2EE1' � I rRA11 --1 Licr "BAY I / LITTLE { R20WR QoATYAR.Di DiNGRAM 1 -2- Protection Act M . G . L . A. Ch . 131 s . 40 . Permits numbers 6095 and MA-MARN-76- 300 have been obtained from the state and federal agencies ( resp . ) to authorize on their level the structural modifications and dredging and disposal of 7 c Y up to 5000 c .y. in the " foul Area" 9 . 3 nautical miles NE F: of Boston Lightship . The knowledge of dredging -dynamics allows us to anticipate resultant effects on different ecosystems . In d _ common to any dredginq situation is the understanding of the factors listed below: 1 ) Circulation patterns , current direction , velocity and w paths of water transport . 2 ) Sand and sediment composition and amounts . Sedimentation basins are predicted on the basis of the sedimentation P rates of the sediment fractions . 3) Chemical properties of the dre�dgel substrate and its potential interactions with the water chemistry and x - local organisms . a 4 ) Climatological factors , i . e . wind , sea state .seasons ; inherent to the timing of activity. 4 5 ) Community composition of the ecosystems present , their 7 potential or commercial value and susceptibility to proposed dredging activity . s 'k - 3- Correct interpretation of the interrelationships of dredge spoils and the environment requires a multi - disciplinary study that uses the sciences of hydrology , geology, chemistry and biology . In reference to the above five factors , vie have conducted dye tests for current analysis =i g" at all four tidal stages, obtained corings of the areas to k. '. be dredged , and characterized the sediments as to their s; settling rates , size , type and 9 percentage component of total dredge spoils . Sediment types were also tested for .the x. properties , in dispersal, of pH degradation , oxygen depletion , r heavy metal leaching (copper, cadmium , lead , mercury and i- zr:c ) , fish and invertebrate toxicity ( bioassay ) . . The heavy g meta ; r�nalysis was done by members of the New England Aquarium Resea ch Department and is enclosed as Appendix 1 . In mapping the �.rea ' s resources , special attention has been paid to the spawning seasons and incidence of fish and shellfish larvae in local waters . Fish larvae data has been obtained for 1973 rs — -- to 1975 , from Elaine Sawin of the Ga-t---Cau- atory in S�lem. Stringent guidelines for the proposed dredging are also recommended to mitigate adverse effects . DISCUSSION OF IMPACTS 1 Strata indigenous to both sides of Little Harbor consists of sand , gravel , cobblestone and large rock aggregate . The underlying strata is ledge , as is typical of rocky shores , { with the boatyard basin having a lining of clay . The clay was found to be of two types : a more -oxidized tan state which f surrounds the pilings , fringes the boatyard and exists in �`s'( .... +°"`fid`- •-u�rc_yYi�+av+u,=w��.. — .w�ss.av .. L 1;* ' 2Y ROC KS �I_P,'�D COBBLE 5 ZC CK AN D C LAY LARGE ROCKS CLAY TATCN SLk5STCA—FES CQ'2 i N G LQCAT i c?" 5 To. K w a' SAND MUD SAND Co 3 Bt-E MU SAND Cay ROCK SAN D �A Gf F Gf 5 ROCK AN D SAN D CLAY IZCCK ILT% SOD i s JET'r`( SAND — SAND -ROCK i Scc�e S�aND j I�'�DQd STR'EE'T' i Dtz,e.i,., � c�eass s1 LiTTLU NARBoLIR BoATWD DIAGRAM � -4- the 555channel , and a Boston blue clay found on the sloping sides . Coring analyses ( table 1 ) indicate that four types " of substrate : sand aggregate , tan clay , blue clay and silt will comprise the 1305 c .y. in the percentages given in ; u table 2 . A layer of black silt and organics was found in a low area between the two docks . Circulation obviously did not clear this area and considerable algae and detritus - s have decayed , leaving a noxious silt:" ..' Of the four sedi - ment types found , this one is potentially the most dangerous because of oxygen demand , hydrogen sulfide and bacterial " numbers . Once a sediment is suspended , its settling ra Aid the underwater topography will determine where it sOttles and forms sedimentation basins . The Ca1cuIei,'L: �,eitle_"ble solids (Standard Methods 1971 ) and pipe ,.;..- - aiia.lysis (Matthews 1974) helps the investigator predict where these basins will be . For settleable solids , ten qrams of each substrate were suspended ( in triplicate) in 100 ml graduated cylinders , the amount settling per unit time is read as milliliters . Since they are all mixtures of particle sizes , the rate and shape of each graph is different. In all cases , 95p-98% settled within 20 minutes . ( Graph 1 ) To predict the sedimentation basins , the settling rate and particle size of the dredge spoils must be related to the currents and water velocity. The flushing action in 6 "BLE 1 S:_ IMEHT ANALYSIS - LITTLE HARBOR ` Size Core Locations Co ng Layers Surface Down Length cm. Particles, u ( Diagram 2 ) ja Silt ( 15% organic ) 9cm 30-75 u b Tan Clay 2cm 1 -3 u c Sand & silt ( 15% org . ) 22 lmm + 20 u Travel -lift d Sand &blue clay 11 lmm + lu Bay & slip e Sand & mica 20 . 1 -2mm 2a Silt 7cm 30-70 u Center of basin b Tan clay 21cm 1 -3u 3a Silt & blue clay 6cm 1 -40u Head of channel b Blue clay 30 3-2u 4a Silt & clay (mud ) 15 1 -25u North edge of 10% org . basin b fan clay & sand 35 -lu + 30- 100u Sa ilt & sand 4 3-75u + 45u South edge �~ basin b cl y 36 1 -5u 6a ii< :d clays 15 1 -5u Center of O: sir a clay 17 1 -3u 7a i 1 t & clay 19 1 -10u Ocean end o ( ; 10%) channel b 5i1t 3 5- 30u C "fan clay 10 1 -3u i 8a Silt 16cm 30-75u Slip between b fan clay IOcm 1 - 3u Docks i i I 1 T. 17 um'E 14 13 !I o' ^ ! s;lf n 1 '�~ sand. 7 � � 4 j 1 _ _ a a<1 20 35 YO �F5 o SS Geo ,v J k' '4 �I a' Y TABLE 2 Estimated rf Cubic % of IOOg/1 30 g/1 ` - Yards Total ZI PH Q Dissolved Oxygen Silt 52 cy 4% +0. 22 -4 . 28 T,a 02/ 1 Tan Clay 732 56 -0. 39 - 1 . 96 I' Blue Clay 120 9 . 2 -0 . 16 0 . 50 Sand Aggregate 401 30. 8 -0. 13 3- f.: 1 i t 1' 5 r Little Harbor is primarily up and back down the channel , s with a small amount of water ( 57 of the tidal exchange volume ) crossing over to the Fountain Park area at two . hours before low tide . Strong southwest winds can force more water over the spit into Fountain Park , just as strong north winds can blow surface water into Little Harbor from Fountain Park . The maximum ebb velocity observed in the channel was 25 ' /minute , 4 hours after high tide . An average flow of R 12 ' /minute was typical of incoming and leaving tide two s { hours before and after high tide . Even at maximum velocity , x all particles over . lmm ( sand portion - 30. 8%) will not be r transported more than 250 feet p ( settling rat,_ 1 , 09 ft/min . over 10 foot depth ) establishing the first sedimentation basin around the perimeter of Little Harbor and approxi - mately half-way down the channel . (Map l ) Smaller particles , the silts and clays tend to have two stages of settlement , ;^ the first is due to flocculation and happens rapidly with 95% of the suspended material resettling within 5 to 10 minutes for silt and 10 to 20 minutes for clay . (Graph 1 ) :r r At a current velocity of 25 ' /min . , the sedimentation basin for the silts will be 250 ' down the channel and for the clays 500 ' down the channel , , approximately at the channel end where dredging was not done in 1976. The remaining 50% } suspended material obeys Stokes ' Law of particle settlement x E. o erI+a,- ion - asins anl-. a•tvo_lUe �cso�rces �_" Wit" J a•'`�� - :z • - _ _ FI (.E .O U.�} 'LI —. ' �"�"•, + J -b - ', CI�l 1 �. 107 37 6 k JI ci � h a '♦e _ P 0 9 �", t p _ -jjam� I� it Lp it M1 �� .� VAI `( �1�� / `1 / '♦\e tp;. - O< � .' I�. it sc- ss t � - _ c� �. . `So."'Goe top♦�,_ \ \ y� _ ,� � i�/ y � • ' \ • `..�1.4' �y yp P�f 11 . � �� .�• \A CSS E7CPAY2 LA cx ' t- 1 I p A. x; (Matthews 1974 ) and travels a greater distance as determined b i ette analysis . ( See currents , Y P P Y Appendix III ) Referring to table 3 , in which the tan clay was 1"M t analyzed for particle size and settling velocity in normal G sea water , 55 . 6% of the particles fall . 347 to . 0217 cm/sec - or roughly 33 ' to 2 . 4 ' /hour. In that the average depth t€ ¢ r in the area is 30 feet , it requires 12 hours for settlement : or this size range . At a normal harbor water velocity of 2 ' /min . , the radius affected from the mouth of Little Harbor ;k F x� 1550 ' . Marblehead Harbor on a flow tide will have wat.:r _ -, • ! velocities up to 10 ' /minute and correspondingly will receiv^ some of this sediment . The remaining 44% of the original o% sl!spended material will travel a maximum of 10 days , but ' f � - i;'ie amount of material in the water column will be negligible 1 due to the dilution available (87 billion gallons ) . There ' will be a slight increase in turbidity over the area , but because the clays are non-toxic , the effect will be harmless , s similar to a spring storm ' s temporary turbidity . r y The area of sedimentation does not include the flounder spawning ground , the off-shore spawning grounds , z " the Salem salt marsh or the ocean quahog and surf clam beds . . {It does include Marblehead Harbor , an .ocean scallop bed at the harbor mouth , and approximately one- half square mile of lobster fishing ground . To check any possible detrimental . y } TABLE 3 ?an Clay From Stokes ' Law pipette Analysis : 17q Sample in 1000 ml graduated cyl . -. y^ S_a;Ple Diameter Wei ht Velocity Cum. t mm of 20 ml draw cm/sec . ' 10625 4 . 0 . 420 . 347 16 . 247 2 . 0312 5 . 0 . 345 0869 13. 346 3 . 0221 5 . 5 . 350 . 0435 13 . 539 330 0217 . 12 . 765 4it 0156 6 . 0 $ . 0078 7 . 0 . 325 . 00543 12 . 572 - 5 6 0039 8 . 0 . 300 . 00136 11 . 605 f 7 00195 9 . 0 . 260 . 00034 10 . 058 8 . 00098 10 . 0 . 255 . 000085 9 . 864 .-7. VtANQI -7- effect on water quality, each of the four sediment types were suspended in Little Harbor salt water ( per, 7 . 6 , ; issolved oxygen 9 . 80 m 02/1 , salinity 30 ppt ) to test for off degradation and oxygen depletion . The results of the chemical interactions are presented in table 2 . Lig t le Harbor is flushed with 14 times the .,mean low tide volume ( 652 , 680 gal . ) at every high tide ( 9 , 257 ,400 gai . ) ; this volume exchange more than counteracts any effect of the silt on dissolved oxygen or of the clays on he pH . A change of 4 . 28 mq 02/ 1 could drop the ambient oxygen level below a safety level of 5 . 00 mg 02 ( Mass . 1971 ) if all 52 c . y . were suspended at low tide . idhen suspended at high tide , however , the oxygen removing capabilities of the silt are diluted by 9 `million gallons of water at 9 . 8mg 02/Land the overall oxygen loss will not exceed 1 mg 02/1 , keeping the water quality within acceptable limits for fish and invertebrates . The PH degradation from all four substrates was not substantial and would not result in the pH dropping below a safe level of 7 . 0 ( 'ass . 1971 ) at any time . Toxins specific to invertebrates or fish can exist in dredge spoils and manifest themselves at very low concen- trations . To ensure that no such substance ( pesticides , chlorinated hydrocarbons , tin oxides , etc . ) exist in the noxious black silt layer , a standard 48 hour static bioassay . was run using Artemia salina nauplii ( brine shrimp larval state ) and a 96 hour bioassay was run with Fundulus heteroc- EFS Titus ( common mummichog - 19 . size ) ( EPA 1976 ) . Concentra tions varied by factors of ten to a level 100 times the _ potential exposure level in dredging . Compounds are deemed } specifically toxic if they can Produce 100; or 50% mortality. t: X:. Through probit analysis , one usually constructs a lethal concentration for 50% (LC50) , but in . neither case did enough animals die to generate an LC50 . (Table 4) Unfortunately , due to sewage waste disposal , the area is classified SB or moderately contaminated , and most of "<. the natural resources in Salem and Marblehead Harbors are not r commercially valuable . As represented in Map 1 , the bivalve resources around Little Harbor consist of abundant mussel beds , ocean -scallops , ocean quahogs , surf clams (scattered and not harvested ) and a fair concentration of soft-shell clams in both Marblehead and Salem Harbors ( Flats Folger Point to Pickering Point including 182 acres of salt marsh) u (Jerome 1967 ) . A small bed of quahogs stretches from Derby Wharf to Winters Island in Salem Harbor , but this is also closed to harvesting . Even without a commercial dollar l value , it should be remembered that these shellfish may be the seed and parent stock for future generations that one day may of commercial value and harvested when 1 9 Ax.�L.q•;...._.:,,,sssPs�,za+�`.Ti:. :.s + ., ;r:uerca>�sa. e'. !'x<t�a4 x.. s' r*. ,,ya,,.rx±.,it'a. M. ,r'.,r3��1�' .u�-,4 iwy TABLE 4 silt Artemia - Concentrations Live at 48 hr . Fundulus - Live at 96 hr . i 0 Control 97 5 sA I 10 mg/1 100 I 100 mg/l 98 is lg/l 98 5 ter: log/l 91 5 ' log/ 1 79 5 r<' r. sf k. 4^. 8' b: pp5 ;z i A the water quality improves throuqh the efforts of the South Essex Sewage Treatment Plant ; and as such deserve protection . A commercial activity important to Salem z- Harbor, and perhaps Marblehead Harbor of late , is the N digging of soft- shell clams and clam worms for bait , an industry whose retail value was $35 ,600. The lobster industry in the area employs approximately 45 men and annually harvests lobsters worth $244 , 000 , making it the most important regional marine resource . The sport and 3 commercial fishery are worth $89 , 000_ and $135 ,000 , respec- tively , bringing the total value of the marine resources k in Salem- Beverly Harbor to $503 ,600 . (Jerome 1967) k F Obviously , these resources must be protected, and although the area of impact in this action is small , strict pre- cautions must be exercised to prevent excess sedimentation z; - rt which might suffocate the ocean scallops or force the lobsters to move off-shore . Too often accidents and natural x; storms throw our activities into conflict with our marine resources . The immediate ecosystem of Little Harbor consists of clam worms , very few soft-shell clams , mussels , peri - winkles , Enteromorpha , sea lettuce and rockweed algae in the basin and dock section . There exists along the channel and on both rocky sides a rockweed (Fucus ) and Irish moss t , mss`. -10- . 1f :. community with blue-mussels , barnacles , and periwinkles !a occupying .most surfaces. The organisms on the rocks had a a slightly higher mortality index ( 40% live & 60% dead cover ) , but did not appear to have undergone a substantial mortality mak; during the 1976 dredging . The organisms in this community are characteristically hardy and will close up for several days if conditions are unfavorable . -A large number of dead soft- shell clams were noted on the south beach Little Harbor.) and could have been either the result of the 1976 ( * dredging or 1977 winter. a The plankton community of the harbor is typical of the Salem Sound waters and fluctuates seasonally with the 4E. first phytoplankton blooms occurring. as water temperatures ' reach 42°F in the spring and again in large portions in October , dependent on temperatures and nutrient availability. - Initial bloom species are the cold-water diatoms Chaetoceras , k Rhizoselenia and centric diatoms , which a . ppear as early as i " February 28 and peak at a primary productivity of 150 mg-1 ij Carbon/1 /hr . around March 28 (Anderson 1974.) . Chlorella , !j _ naked flagellates and the diatom species continue to grow and become the food for later April to June zooplankton blooms ( copepods , rotifers and cilliates ) , which are fed upon by larval fish and crustaceans. �Y Bivalves also begin feeding actively in April on the phytoplankton to build up gonads for spawning later in ;. the season . The first bivalves to spawn are mussels , followed } w t Y {6 ;H p �} 5 b. by soft- shell clams in play and several species throughout x June to October ( See table 5 ) . The veliger larvae of bivalves are very susceptible to sediment clogging of the nill membranes , since they are continuous filter feeders Y w ' at this stage in their lives . Dredging while veligers k .' are present could affect the productivity two years in }ey the future . In two years , local clam flats may be open toharvest . (' N ` i Although general fish spawning seasons can be F` established by monitoring accumulations of ripe fish on spawning grounds , the actual activity and incidence of larvae in the water is more dependent on the temperature of i.he water . Very few fish larvae are found in Sal ,�m Harbor during February or March (Wennemer 1974) even though the fish are present and ripe , they ,'u Roy. spawn until temperatures are greater than 350F , andhe eggs have a 18 to 40 day incubation period before hatchino , dependent on the temperature . Table 6 gives the spawning seasons for valuable finfish and remarks from the text of r Bigelow and Schroeder , 1953 . Of the four species that spawn from February to May , only one is of concern to our activity. Cod and Haddock both spawn in established grounds 2-10 miles offshore ( see map Appendix II ) and larvae are f seldom caught in tows until April . (Wennemer 1974 ) Smelt ascend freshwater streams for spawning and the youno do not re-enter salt water until June , eliminating them from i z i -V: ! SPAWNING TIMES FOR COMMERCIALLY VALUABLE SHELLFISH ' ,arae/Scientific Name Months Reference ` April - May Matthiesson, 1960 ell clam (Cape ) Sept . -Oct . arenaria spell clam (quahog ) May-Sept. Keck , 1975 _ cenaria mercenaria li ssel May - June Lutz , 1974 i. unill edulis Aug . - Sept . , twig. July - Au4 • Hi du , 1972 , rassostrea virginica I v �, . Scallop Sept . - Oct . Smith , 1974 acoeecten magellanicus I, >r� ')� ; 1974anY Quahog June - Oct . Smith , , , A, . rctica ' s ! andica + :. Clam April - June Smith , 1974 . .oisula 5, sS-1ma - worn; Aug . - Nov . Smith , 1974 r - May-�'-= ':_ries ',•_hens _g loos ter June - July Perkins , 1972 K F+OTa �. '�_ wz_1Ca0us mr ; *�_M1 Iii 41.1 4�' a� ,t i 2. � ii r 6 9F I fiw SPAWNING TIMES FOR COMMERCIALLY VALUABLE FINFISH ( Bigelow & Schroeder ) - 1953 o on Name/Scientific Name Water Temp . F Months Comments lack 43-490 Nov . -Dec . Offshore : l achius .virens buoyant egg uirrel Hake 50- 70° June-Aug . Offshore - ,kysis c h u s s buoyant i itino 37-41 June-Aug . N .S . Banks u>rluccius b i I i n e a r i s E Georges Bank 48-57° June-Aug . Anywhere _ yackere1 r is b e r scombrus buoyant egg ring 46-52° April -May Different stock IN, uoza haren us June -Aug . 3-30 fathoms Sept . -Oct . adhesive eggs p ch Flounder 45- 55 May-Aug . Offshore i ooceP_haius cynoglosous 10-15 fai:ho is �} Flounder 36-540 April -Aug . Banks & o ,"e w ? ii nc'a =er•ruginea 20- 50 fathcinS o Feb . -May Estuaries ;inter F ounder 2-37 adhesive e,y< senjnplIauronectes americanus 18 day incl ,� . ion G8'' ' S-elt 42-570 Mar . -May F . W. streams tea.. j'.; -s _eros mordax to sea June �,, ' Cod 37-410 Feb . -May E . Georges Bank x :adus morhua Ipswich Bay H1 —— - 20-4g day incubation r � @ 38 � ' addock 35-440 Late E . Georges Bank C "elanogrammus aeglefinus Feb . -May Stellwagen Bank l f'. a 4 . r 2: -1 2- i pons-i'ble; impact . 6linte'r fl;o:under sp,a_wn in Salem; Harbo,r�mc_re than one mrle _from L-it;fle Harbor , where they deposit adhe'siv:e a:ggs th"a,t se•ttl`:e to ,the bottom an.d , therefore;, are, n,otl in the water co;ltumn`to be affected 'ey s 'lt or turbid'ity:. - Wh'en' they Katch (1`8 to .40 days after spawn yng ) , larvae can be dama.g,ed by excess: siltat=ion , but fortuna'tel•y i,n. this ci•rc;um- kh stance ; ,the larvae move up_ the a"stua;ry to the tidal flats and saltmarsh to develop',: They ge,neral ,ly appeals "in p:l, nkton tows done in hate'- i.arch and• April' . (Appendix IL)" -. Dredgiang a'ctivi,fy c'a'n b'e t,iMed to mini`m;i;ze adverse 5 effects; common sense .ezclu?d 69 ope•ra,tion during .h,i,ah seas or . More important �`s; 'the foul weather,. avoid`an;ce. o`f the season Apri l to Au;g,us.t wF en; local water's ar'e a, nursery for many type's of fi;nfi's'h larvae ; shell f"ish' ve'ifigers and; 'oophanktdn . Eu•t.roph.I at,ton aond 'de leter-i.o-us algal blo'oms are al•so,. more, li'ke'ly- d,uring they summer an.d early' fall :d;ue to .elte,va,ted VL x_ � r water temperatures _and surplu's nutrients•:' AesaFieticaTly , one. n shouldav,oi'd de9;radino the re;creati,'ona;l va,lye of the coal=t f,or' bathers , boaters and fishermen during. the 't:ilme of peak' t 4� usage . Low temperatures on • ,the other hand ,(less than 89c (4,69F ) cause many of the local' in.verte'bra,tes , es'p6cial"l,y ` b.i,vaIv,es , to cease feed:iing and r•e'sptre iin._frequen;tl,y. This means they have .mimtmal interaction '.with. "the environment. and would be least affected Uy the presence of turbi:d`ity`. " Surface waters .drop below 389'F by. December and remain l,ow i �3 - 13- fA ' w ,° 42°F ) until the end of March . Water temperatures g= ncrease to the low 60 ' s in August and September and � a ecrease to the 50 ' s in October and low 40 ' s in November . a 1: onsidering seasonal weather conditions and the above i scribed factors , the best times for dredging in this area ' - -a February and (-larch and November and December . ` f,ONCLUSION Considering the economic and social aspects of our coastal facilities , one realizes that they must be 4 . �raintained to permit recreational boati-ng and maritime i industry. Dredqing is necessary to clear c::anuels of n natural sedimentation and retain the width and/or depth , required for boat traffic . Hence , dredging is allowed , 4. but only under strict guidelines designed to minimize environmental impact. In these compromise situations, one must weigh the long and short run consequences to the environment against the benefits gained from promoting a specific industry . After considering the economic worth. � ` of the area , we can assess the impact and make recommenda- ' { �# tions to the direction or details of activity . y Adverse effects of dredging activity are more severe in areas where : ( 1 ) water circulation is limited ; *s 1 (2 ) the bottom is rich in organic matter; ( 3) the sediments ' are polluted with heavy metals ; and (4 ) salt marshes are nearby (CZM 1977 ). The environment in Little Harbor has }i Y 1 if T3,''S' • a: -14 - high volume flushing and only an estimated 52 c .y . of organic silt ( 4 . 0of total dredge material ) . The sedi - ments do not contain deleterious amounts of heavy metals and the nearest salt marsh is three miles away . Thus , with proper constraints on the time and nature of dredging , . •s- we can confidently control adverse effects . The worst circumstances would not result in a monetary loss , but would Perhaps increase` mussel mortality in Little Harbor and delay r, slightly the primary productivity ( temporary turbidity) . $� Once dred0 no is complete , one can expect better �i flushing , less conttin . r.urrbidity around the dock area , and al , more frequent visits o i ,h ( flounder and pollack ) . A 1 1 organisms harmed by the ;, ; aging ( barnacles , worms , mussels ) will have an immediate o; ;;')rtunity to recolonize throughout a ' p . the spring spawnings 1mgd with the channel at its proper REQ depth a much healthier ecosystem will prevail . To further ensure the minimal impact on the �t environment , the following recommendations are made : A 1' 1 ) The silt section of the basin should be removed first , 4�.! h 1:. on an incoming tide to allow ample time for settling . ' 2 ) Dredging should work from the basin to the channel ji d end , so that the now filled channel enacts to slow !;!i - 3'4 water flow out and facilitate early settling . 3) Activity should cease when strong south or southwest winds are observed blowing sediment-laden water over the spit to the Fountain Park , Graves boatyard area . t � 4) Dredge spoils are to be placed only on the barge and disposed of , when full , at the Foul area . € y . 5 ) The vessel dumping spoil must do so only when stationary � . p' at the Foul area . P 6 ) A sand and cobblestone layer should be placed over the F--". two clay patches noted in Diagram `2 , to minimize Fw turbidity in that area during the summer . r- 7 ) Dredge activity should be .done at times of low water s. temperature x: ( 51)°F ) to mimimize organism inter- ,. action and bccausc, ;:ager quality (dissolved oxygen A especially) is higher at that time . Dredging activity k should avoid times when substantial amounts of fin- ((� !w 3% fish or shellfish larvae are present in the area . 4; The safes s:';nes are November and December after the shellfish spawning or February and March before the A ) Y fish larvae appear. Alternatively , dredging could E ` also occur September to October when there are very , few fish larvae and a relative scarcity of bivalve $t 5 veliaer stages . ( See graph , Appendix II ) 8) Work at the channel end should not be done 3-5 hours ' y. ., after high tide , lest spoils be picked up and swept A y into Marblehead channel . Y - 4 iY aY .yt Ug9N'ty'M 'dF 'ti S�"L4'. � `. ��`. ✓"' ` ytr , t' 3� s`x in. Saw ' a rson , C . O . Jr . , D . J . B r ow r _ - -:''=r . 107-. Investations of the - _ _ tress Generation on Marine Resources pP . 0eoort r10, Division of Mar r._ - �' F l f :el ow H . B . and W . C . Schroede _ cine Fishery Bulletin 74 , rMit 1076 Bioassay Procedures for K EPA-600/9- 76-010 Eng `:oratory , Gulf Breeze , Fl ori c: s,culture_ _,_ -, I- and M . S . Richmond. 1972 . Co _ n^ Uni . of Maine Sea Grant = - l�: o,) , s r n a to C . Jr . , A . P . Chesmore _v of the Marine Resources -- Y. ' iiarine Fisheries , Monoq• , P D . Maurer and H . Lin:• .rd clam gonad development ?A3-258 1974 . Raft Cul tivatio cticability , Feasibility a . Maine Sea brant Bulleti o}ogJ, o 'r the i x essor , G. C . 1960 . Observa ie ,:r'°lowa11d ' clam , My_a Arenaria , in a salt 7 noaraphy 5 ; 2 : 291= 299 ,l distrihui: ion �' { ' the S . and J . W . Ropes 1969 . �_ < tae surf clam and ocean quahog . 10- cnal Shellfisheries Association . V11-ious temperatnc`, ' r _ v •"> , H . C . 1972 . Developmental rat r^ �,. ,s Amerce ; rsq -brvos of the northern lobster ands ) Fishery Bulletin . 70 , 1 95 Marine 1nverl, = t ur_e of L . and M . H . Chanley , 1974 . Animals . Plenum Press , N . Y . -- A practical Nandhon4 % 1 / rch Board of . and . J . P . H . and T . R. Parson s Resea `- ^a,.ater Anal vsis Bull . 167 , . Ottawa , 310 pg . l Inc . u entice-Hal , 1974 )Dynamic Stratir_ --s t r Taras , M . J . A . E . Greenberg , R . D. ak and M . C . Randa 1971 . Standard Methods for the Exar, i ::at on of Water & Waste,ater . 13th Edition . American Public Heltr,Association , Nash . O . C . 874 pp. Fiennemer , J . et al . 19.74 . Salem row, r P ant Studies ; Fish Eaq and Larvae Studies . Report : a5n_ W-. F ., Clapp Laboratores . 21 pp „a� Commonwealth of Mass . 1971 Water Ou�lity Standards $UT-mar, . !?ass . Water Resources Commission , Div _ Water pollution Control . 40t , pp Commonwealth of Mass . 1977 Massachusetts Coastal Zone Manage- G ment Program Vol ._ 1 , Office of Environmental Affairs k PD. . 71 -98 ( Dredging . recommendations ) - � t r i �i R Pt 3 is _ f of 't• �i �E RELEASE OF TRACE METALS FRO_'•: -LITTLE. ;-IARBpR P� q�Iji f BOAT YARD SEDIMENT SAMPLE Il! [ z IE rt a Report to Bruce Poole Sea Plantations , Inc. f 29 Congress St. Salem, MA 01970 ' I'vii t .:_ker `filbert 31 s. January 1975 F w- r _ a = fire r J `. i� ' e, f( f To determine the availability of pollutant substances s `. E to the aquatic environment during dredging operations , the 4 U. S. E.P.A. and Army Corps of Engineers designed the "elutriate" i or "shake" test. In this test spoil sediment is mixed with x water from either the dredge or the disposal siteAfter 30 W . i. minutes of agitation the solid phase is allowed to settle 1 hour ' and then the liquid phase is filtered and analyzed for pollutant ' elements and/or compounds . Since the sediments to be dredged are k E. from a yacht basin, the constituents measured in the elutriate I, phase included mercury, lead, and copper, metals found in anti- foulinq paints , and zinc and cadmium, two metals used in marine fasteners and hardware and as sacrificial anodes to provide is corros° on protection. RESULTS Average Metal Concentrations (pg/1) Mercury Copper Lead Zinc Cadmium 'tarblehead Harbor ¢ i � m 1 ''ate= <0. 05 1. 0 <0. 5 8 0. 11 3z Shake Test lutriate 10. 05 0. 6 <0. 5 12 0. 07 3y B1 f These values were compared to the latest quality criteria F! � Y .)lished by the U. S. E.P.A. ("Quality Criteria for Water" , U. S. k7 `1170nmental Protection Agency, Washington, D.C. , July 1976) . E- P•A. considers the criteria to be such levels that will �e for the protection and propagation of fish and other w c life. Of the five metals measured, the E.P.A. has set '* 2 acceptable levels for only two; they are 0 . 1 pg/1 mercury , and 5. 0 Pg/l cadmium. The levels measured in the elutriate test for both metals were below the U. S. E.P.A. guidelines. { CONCLUSIONS These data show that there was no significant release of the metals of interest into the elutriate . { P( I ! APPENDIX The following procedure was used in the "shake" test. It M: # , was deve'opad bV G. F . Lee, et al. , for the Environmental Effects �t Laboratory of the U.S. Army Corps of Engineers , Vicksburg , Miss. , -. in 1975, Contract No. DACW-39-74-C-0024. $$ 1) 40 g of fine-grained sediment was placed in a cleaned 1 polypropylene vessel. 2) 760 m1 of Marblehead Harbor water was added and the *Mature was shaken vigorously. �Y t 3) To maintain aerobic conditions in the suspension, it -- Wasagitated by bubbling through a stream of air for 30 minutes . ' 4) The suspended solids were allowed to settle and then the supernatant was filtered through a 0 . 45 pm porosity membrane. 5) Two suspensions and two controls (no sediments added) ',.'Ore processed by stens 1-4. 6) Trace metals in the filtered samples were extracted using ` tae AFDC/MIRK solvent extraction system as follows : f i . I i 3 i a) 600-m1 subsample placed in a cleaned separatory funnel. i b) 5 ml of 3 M HCl added to lower pH to 2. 1 c) 3 ml of 5% APDC (previously extracted) added and mixed. d) 20 ml of MIBK added. =` e) The contents of the separatory funnel shaken vigorously 1 minute and then the two liquid phases allowed to separate 7 minutes . f) The MIBK phase was collected and tnen ba.c < extracted a using 0. 1 N Na,NO3 solution in 2 N F'.NO . � g) Trace metals in the aqueous phase were by plasma emission spectrometry. ' 7) Inorganic mercury in the filtered sample w: by cold vapor generation of Hg 0 directly into the F .rt; r er:.ission spectrometer. - K � I Y 14< r ON A x� is 1 i FIt4AL REPORT ' Oil �w sW a j SALEM PO4:R PLANT STUDIES FISH ECG AIND LARVAE STUDIES +Y. to C0Pt10!BdEAI,TH OF 'V,-SSACHUSETTS DIVISION OF MAR1::E FISHERIES $' March 15, 1974 Zt by .lay Wennemer, Andrew C. Archibald, and James B. Kirkwood mak' i fv*+o I .x a v ; T yReport 014509 BATTELLE ' AM Columbus Laboratories William F. Clapp Laboratories r Duxbury, Massachusetts, 2 ENDIX Ati�� 12� 1 I ;I SAIF FISH F R. T , I' T; , r 7nr,i,r: 9. `;E UGC, �y,',?;:OIIGI�NI:;F�:S/ PL' FOR THE ;.iONTI-I FI'.RfIUARY1373 ST ATIOUS a 21'73 ! r r e 21173 . z�. 2,173 1 2173 � , Taul�alr hrro; zG suzrves � - Ginnef e � Li'v nAa /crn.r,nca C �- nd wear e F�OL]Lr C # 6iu'ocr�hrl (acml�uti r In -i�IGun e- a a K'L : f> >Se5 1 B �n Y r1 1.1 0GiM I�Mvr.,s ir i g �L I_P I i E is 06 p] s — e a � s?cic:...�.msoinosus � .03 fi :C A'N7 r( I 4 r h s ']C1 pld}.950i0M I I Oab ,61 I • I I I , 2 i it ti w � E q J p ' Z Hai 4{ ly.. 1 {♦ t � 4'�� i� t t ! lft `•L!1 £p(YdLY'1`El i 1 5 j:fd A A 4F �":.F1 � '.-{ :.{,,,; :rw''a✓s a �'� S� �y�v Vii. / 1 ij a n lJ l{ P t ie1' 3� ��`Y;�I��y(!f'�?pY�e k�l AP 2! t.tl£f (t d u •k5 1 x t.'.. � . ka f`Y �' w � 4• �"�- •4� ?9 4'T fx `� � If ! � '� �' rt{ "'�•` ' � � ' r a Y £ t { v3' ry t {{�Epli {q Y� � � � -¢'9 1• Ea �il .e• '� �. 7 r 4 c l �n4r.3ii�A i .�;ay�g. �..........._ _ _... _. �4�� """o- akv�t'� �'2 �. �4� r Y ! ,S ! F ,l � � y i is ^ ._.n......--•• a �` Fay f r_'� ♦ .waasr-v_♦.��_��_ sic¢I_�+s.�� Hy ' Ij �+ 1 X111 I rr� _ t C `'= � - ' a._.s+_s♦a®nam_..n�..n�narn�cm-.i�_n.�_n..+�..`.=_.e_...--8amv+.a samcm.crc+'r.u.-n¢�en..u.t �. I � � •{ , fI z- 2 i to 7 7. a w .su...:s.aJ - '��'u..:Y�♦P'T."m`c �'m?'+o�♦nv�' 'n'tvR't[> .. Y�-^.T — ♦I— .n�..♦.. .--_/� vw♦.♦. .. _ -W� w -v1-�-.�� .eJ :Si.`.` �`4;':...-`v'�!'"e vY'^`.♦.".`{c;♦. .n .,....-.^.ay-g+e.m.:s.._ .................. 14 SALEM TABLE 11- FISH r?CzC;S�ui�Al;'�'3::OIi.GAt�IFS1�.ISi i?' FOR THE iV ONTH APRIL 1 4/73 19,173 4 73 I 19 73 I 477 f� 1973 H 4:73 ' ' 7.vula Itbrrs adspnres fq�f - A•--_f I � - - 7" L'n+n'!a 1ern,Qinez - ��I�DUitgl� - '� ..itis , ii 4cohl`•at:mu .m,osua I e -lau!�cenh J='s cvnmlmws p C r x r i ppmber �. e'IicLius wens ? � � I L I z.,,s ac,Ilefious A .-V :15 -LPpi MIGGfVr:Y'li 5 g5 f s� .�7r oa sr. t I ,OB t s: drs uI -oldes - 12 1 � 4 r : C,,Zrius .O3 11 I--�_ —-----_ �—__• --- — -- 03 .12 54 a ni „' eS , 1 1 c TIS., :GCs i� 1 SAi,L:id s FISH " 1 zl7 vTEI MAY ]J73 `r ST AT R;YS _ - 5/2 I 5/17 I 5/30 . 5/2 1 5/17 5)"30 f 5/2 5/17 5 J - 5/2 1 5-l7 r 5 10 , I 1 py I . r alnbrus af.•uerws - 97 �? I 16 I 02 I T15 ns nlrta lorrug earr aa 4d \9� jlp9� 2 S2 ,IB I 10 (J ; 31 53 IIoW}0.1I tI0U1Y� r M onus 91 1 t 1201 -;,hlhzlrnus aaansus I f r Ib "'w ;tnce0fi nluS cyrroalos sus I >�, Tlourc er -tuber uomF,rus I j i _li achlus viten E x� '� +varammus z^•jl efiuus 203 .i l .fib, _ ♦�.1�-7�' 19 10� { .1`b ii, ;arms Tumor�ta2lormis I � p3 . � I .E8 ,22 .07 g ' it�7 L - 's p�nnrllu4 I r i v -•`"'r 3a :s tti.-�'.aer. soinnvy I 06 � I "I I i I .02 1 I .. 18 a4 I -�t3.aim I L1 r•n�Js - � 03 18 03 ' cl tirtuws cir,b-tus z I 1 * s }I SNF.. I I I Jyj f 2 } Y•`U 5*,V qµ C" 160 .03 1F6 06 --IIBB ,1J, V-- QC, a9 9 2d IA7 07 �� 'a= ____—�' —�--- .1_.__—atm __. _ ..11 zy� �..�� - _.ak.-_ :.�.._._-..,...- __._-� .�.• ��? r _ }tS}I ECG:. a a� j ' i°FIN n � t a- s .-a ar.'n` ,v.A rw ..a,a.w�tr•.._ dr.. o-.r r. 1 .. r`. 3 ri ^ iv .- — 1 M if N i .J i P i ,0 CO N 1� U i II s 7.7 rnr,i.E 14. FISHtsCGrF-LA::'�??E:ORG�,NIST�'IS/ 7Ji' rCR T�iE MONTH JULY 1973 suaFAce � P � B — --r.__ c D STATIONS ; 0 7/ �� 7p �7/10 7'24 /24 ` \ i '1 �, d G463 14I, 45 1 '[4s l 2b79 70 25,7 lee G OG C: .b2 07 : - •�.r rt.�a'as ep nr.;naaus 07 ' I .23 If lilt s * E, M1.: � r auJS y t �ry `u.r.w es !at-s x�idxs I � I I IiI j Q ply G n+t I w Ik'if III, y I ! ! 'n •az . 1o7L8 I t ! 1533 ( 2St 2747j ' 1 eh61G 1 a I 1 !it ya 55 I 4 4 = FICH (GGS % s_. ]9 *, S IETvi I'ISiJ J'=C ` :(-'',INht?:(IT;G .i'7IF;tidS/ hi' FGR 'i,ti :.iOINTII AUGUST 1973 € ' 819 8:`22 88 e �2 � �'8 I—E.72 Y eve � a/22 x .15 �� \ ( -D6. ( 18 f 'V r ! Az >N � 361 1 a ; I1 y IWO { � � I1 :r'{11 INK s � } Mg g@ 3!! (>1 OB Dh ;� 1811 o- FISH fGG" ` I � — 20 4;4: JAP'LE. 17. �J..�� 1�C�i <I��I-.i' 1,—':�\:T,:OIC a<N iS ,j/ M' v(—JR "1't7t MONITH 5.;�?�'• > > .. X9/7 d 9/201 f 1� �._ Sin PO`r5 r � :rcc�r.ea OtfiQ r 1 NO EGGS 4 � i t �. � 'I r.olalaeformil - Y I 1 f r 1 F ��s ` 21 SALEM t �. TEE . .QN H 00TOFif?<isr 1 I G k • y s I> r ir,ta mi COs e�� !IyJi 'S zwosVs .- S °4�T� r IS L'(f10QiO�SLL1 E dsI NO FGG S G' ,,?v ,F �• 'M" 4.- G t 3 PIE �Y I 1 . t r t F O : nsm ccs > q TiSHE$F BULLETIN OF Tri.^'. _ 7 2,ND -=VILn LITW: c K",_ cel s.'!ar seasonittt migrations that the cod e of late, :. hecause thig Guif are Inion a to ver out are: a -, ` 'o:aux c ared r Y � ) Y the du«,:a.-a of the (3al@ !trstions on their spaMing grounds, or the 1300:1n, but A few ash are s x'?.. ' d }y their dkpe,>at thence after they ash I spawn on vn."- _ J..:�f' patches Oft h for d out; and (b) a tendency of the ash aster. "5 ya st in shore and shoa!:est to shift depth Cse coL WS h 2 son, accordhag to the temperature of " , pV 'r.r,g . {� _- _ . r. Thus the cod Land to work in shore, ` r t � m a D nng ti e ,arocnd Sfe.s-h _ells Bay n at Jmn, +r out into deeper (hence cooler) nater T for the summer. n the other hand, local I �. `en the Cin " u :e eft that the cod abandon tha t �a r e pier ren. Shoals, nti _ (r 10 ° arm/ pa tc of Nantucket c a mos' been ARMARMby the first �� j T rn i !o e ater there lis; s° - ^,OctS, 'o co g e ._te from January until u x l in the deeper (12 2n-`athom) rbannels ii / and t $V o L 'tru Fof 7R tins OPSE.). it - C-,a tr R� j✓«1rCd,4 .i✓1 c .G'73.. -Thn-,Lks fink _taEng studies, and to the large scalrJ .etren the B,ar:au of F'Ishe-ies sulbscqut-n.ly �1 ! i lm :2c1 and hatched cod eggs at the M-acestzt' o IIo'e h [ hr: .a the spann ng season 11 Kit ,t } major spawn._z grounds of the cod arc "A ton a1 t KYw retl L otzo for the coasts! waters, bett:een `.het a the Bac of Fundy. i ti According of fisheruner, and to ! 't' t cc .t.!-.� to th., reYC � r .� 11. F Cop p's first-hand experience, la go W-icn v f r — 1 cod pawn on the eastern part of Georges Bank �� 4 t of Geoiges shoal, r rter's',g at about. latitude i v t' 4i-2i' to 41031% kna ude 66050' to 67° F. in ,•r I� {# ' - Itiut 35 fathorns Of Fst?r. Vague rumors are I a t p^ .-:q OF on } Only indication a o where and when cod ' on other parts of Georges; they may do so - � a ,v :2, where ver the ns:2r s sLosl2r than 35 to 40 n � ` Mann I u there is every reason to suppose cod short;P s= ,.-the�-estern rt; a� �. i[;�a they span-n regularly on Brnttai's Bank, Side of ._= Gus of - .are. �'•_'TO u'P.C� - , _•uh we have no definite record of it. The broken bottom of 'Nantucket Shoals, east The Ipswich Bay rz-Tion, Whom large sehoo!s Of Cod Es-:d south of 'Nantuc'ket I !and !fig. 94), has long ripe cod g,-her in nt ter and spring�is fol, 1, v Jersey,` P I � I. lettti, lmown 2s a center of abundance for Iipe cod the most important center Of production for the minabe, 6•h in tate autumn and early trimer. inner part of the Guif of\Maine noro, of Cape Ann, Je>ey t �� , .t far su tee can learn tete cod, if Any, agn1 ea on .but this ground, s.,e the M ;:I,i,husetins Bse s = the sandy bottom along the outer shores of Cape spanning ground, is:....iter1 to a n.t..ter small anT cnil d OGMg Cod. . But great -nintbOM of ripe fish congregate trell defined area extending only f!nrn a fe : mites £ in. \Mss>achu,etts Bay on yell-defused grounds 3 south of the Isles of Shoals to 1_hreast of thesouther; . Folld to lO Tuilps ashore, extending from abreast of mouth of the Verri River And ('less produc- learn ti, c, :e-:.dM ;_' ; ,e 12 miles south of Plymouth) to tively) to Cape An!w r. .ef.} MOAN 4 to G nan, of north al Ntino , I '.!t off G0hasset. Fears ago messy land. eanceat the rt °q 19 01, oil show holt uY also s, "wed over a small area oft Boston 6mit.ed the more imi ,.�t_,t h di , nro!.nd> of I-i_h.ttt v r.J t ,u=c had thence nortlnvErd totcrrd linkers the s`vvtln+:lateen part of the Guif of \Ieu!c eine in s � s•;:�. L!ar:d- F2t, f;l, have beer. reported extent (act more tLsu 300 s11unrr niilc, in all) 21 t NPi� D 1 X ** . Ii, i- t 1UCTItJN 1 The following is a special irterim report of research p rfo-med by the � , Ss,6aChusetts Division of Marine FI°! _ 'les antler Contract DMF-L-72 Amendment No 3 with the New Enol -l'' P ic_r i.G!' F Eny. ^TIl" rF,se'ft;h Is rotative t0 7f12 + W. facts of the operation of Cc F ,='s Jaffe Harbor Electric Generating 1 station on the marine re. curces o `t lam Haroor. This report presents only i. yM x 3 icirthyoplankton data col acted �',; ire, ';he period March !975 through G February 1976. Data for other arae of research, _such as water quality, .: herrna ' l investigations, hytr zn ton productivity and viability, and finfish �`• # impingement have been presented in four semi-annual reports previously 1�,? published by the Division. �. i4ET".ODS AND MATERIALS Field Sampli � Five minute oblique OOH :o race) tows, using pa reu 60 Cr. bongo nets with 505 U mesh, were made at ' VI-:en °;lotions in Beverly - Salem Harbor 'lr {�:dure 1 ) . Nine of the sta ( I 9) were selected using a 3/4 dile ogre grid pattern; the oth r Wo "(A and 3) were located in the vicinity of he plant's intake and discharga jr,.a=_. The tows were conducted using the j 'techniques established by the, kational Marine Fisheries Service's Marine a4 Rnsources Monitoring Assessmanc and Prediction Program ('•'ARVAP) . Vessel .peed during tows was approximctely two knots and the nets were retrieved i re a rate of one foot per second. If one oblique tow was completed before } - ive minutes had elapsed, the ner was dropped to the bottom and retrieved i h s"ain. The depth of the net in the water was measured with an ENDECO assure transducer. The voWe of .tater strained was recorded by two . t � General Oceanics Model 2030 digital flow meters, mounted in the center of each ' W. After each tow, the nets were washed down, concentrating the samples i-to one liter plastic bottles. Selected samples were brought back to ,he j $,21 tooratory " live" to hatch some of the eggs which might be difficult to h luantify. Remaining samples were preserved in a tan percent formalin solution. ...oratory Technigues � SI One set of preserved whole samples were stored in a refrigerator to G re�uce bleaching effects of heat ane light. Duplicate samples have been scored in a cool dark place. i AMR j All eggs and larvae were removed from the samples, placed In 5% buffered a ":a11n 1n seawater, identified to the lowest taxon possible, enumerated, and h, n expanded to numoers of eggs or U,vae per 100 cubic meters. Identification to species was possible with the larvae in all but a few e es. Where only a fragment of a larva was present, it was listed as an W . jnrldentifiable fragment. " Sculpir larvae have not been described In the c- 3 IifdYat lire adequatoIy enough t0 list ,;m other th3. CJ ti Ui,�.-. , Send ,ante were Ii _ ed as i ,,,7 utes because the -_hon c _ia>s (ii at ion Y: is uncertain at this time. All eggs were identifieL and co rated, and an u , , _ot of st least IF _ 'reasurad to the nearest 0.01 mm c confirm id2 ;cation. The spawning " r g fishes overlap; - sea on an size ranges of eg::; of soi;, e. Atratio cod (Cudue morrua)/-= dock (, a a�iggr.^rrrus ��b, �:,. tch flounder - �. ( 1;:.J`yOCE✓%1Q�i.CS cunog LOSSUS) JUST before hatching „ ver, >Fe larval N; , •ant patterns become disc_ .ibIa on the embryo a „ , ,,e egg of the individual can be distinguish=d :arak and Colton, 1961 ) . =or - is reason, some �a s z o the eggs from selected sasDies were removed prix. tc pra=. rvation a. ,. 6 : h• v y miler N _.�2j in hatching ng ars I n a-. "" - Tc Y- a t Ure %.- `h. T F,P rY:,3 nder Of t ,e s ,pie was preserved in 10'. rr„al in : ld analyzed I Ter. Imo;' Daily, water in the hatching jars was changer' an ider.t;f lacla fate s a eggs and recent) hatched Iarvac were removed � � Fl �- � - ,,, gy y .� d in 5ro burrered focmaIin. The number of individual species were re sed on these -; nJ, bers and the proportion os late stage eggs ident , 12_ it +no .preserved :„_ sa -.ple, the percentage of species in '-. e early sya�ie, cx,rapc,ated Mc-ak and Colton op. cit. ) . For exam le: if a _ [ -+ F 1 P - n 2 10 a:g s a l -ne Atlantic cod/haddoc</.r,tch flounder group - 4 �r ,;�: i'h e-e .�Za• _ ' G c-c stage, and of those, 01 . are cod, 27,6ar -'.� J , a, `k 'oa n h � - flounder, filen the SaiTie prGpo-t,On ShOUId hold ir1_:. `te iti ::a: ! �� S ;Oe eggs. w v` is gives a total sample bre Known of 105 cod„ SS a :; 7 w. rail %ew casesa sample had eggs that were neither a _. _Ta _ t7r`t- COi:I'.1 ae ached to an identif iable stage. T;ese eggs )sera t ..,= general grouping. NZ 4 y RESULTS Terooral Distribution A total of 87,365.5 eggs (Table ; ) and 9,091 . : larvae (Table 2 ) `,cure --corded during the period M,3-ch 1975 tnrough Febra,_ry 19,6. In all , 39 s:,_-cies were identified; 20 species were representee by both eggs and larvae, *,{ f+ Dy eggs only, and 17 by la-vae only (Table 3) . S1-ce saT:e fish do not !' ave ;:gigolo eggs, only the larvae of those species war- taken. The species and number of eggs oer 100 m3 ant ( z pe:- 100 m3 have r'? .tin iled b sam lin date for th_ entire Brio _. c are resented in �.: P Y P 9 P �s 4 and 5. Data for 'March through June 2, 197/5, - -evi, usly presented OFF ' n le-Ti-Annual Reports IA and 2A, has been refined wits 'he use of techniques WIN: '> - ibed in the previous sections. n . Tne season of groatest pelagic ;; abundance �s curing the spring = yn early summer (Figure 2 ) . The greatest peg, ),curred In July and �1 I,. v F' 41- V _ 0 .......... LD 0 M rn Ln CD 0 cn 0 D .13 00 .,....r.,. :�,�ra+..Msoi ..m+n:%, ..x52AL'W.�dB.Y " LIe`.Yi+Yai ♦ ' °U.3f s : ••.x` s - a W 45J, §. ''�:.�`I,bi:.n .ai.tH'% k. .....o.a. ....0 ---------- 9L6 I JL61 qn_1 u¢�' G,;; n�N IAC: ,. LV in ,e, \ oz # 0001 # I _ 11 Cos i i # 5 � - a � # 001 Moi nor] �w OOi /©e.nJ„ I L yial '/aior,jg2j VE^o.ju{ ria ! u:)jeVj 'ynunu nq -,n, ,art n, 0,, : nrn.n'I n ,,; ais: N c,4., ,o _,agwnu 06e,)onV •Z nBl,j u a , .- �i�'.. It_[ ..,1 kn-f'Y.Y. 4 4S }..,.�. �.,.. .i.vX.X.,.v.•t+£.�.tusSRP SoEe .�.fvA�.bnx6dl:fv'tn`v...m.Ja s%Yt..:'s. ,.a..-. ..::�.. _...._.._...-..._.... la+4 pT.n" x} *� d �. i/s '� !_ Y ki ao ` + �` 3v+ ' t * � c i h b r -f•aA� ,,..tet._. -. s'T �, '4 �`}. 8ry,+s Pyi{, r 3 R .=v .x.. 5 , �`":s. „s,., +z_ <. v', its � ._._ -.. - ._•_••- -•• __.•_ -- and total nuruber of ` i.sh egY�s/100 m3 4or al I statloiis combined in - - ric:v•ir! y Sof ern Harbor V, ch 1975 through February 1976. - Date �prai: i6. y": r , V. In �r:�! Aor 1 `. Apr29 Mar 19 Jun 2 Jun 18 Ju 1 Jul 22 Aug 4 -- - --- ----- - -- - - -- - - --- --- - --- -- ---- -- - _ �- - me- icrn plaice 7. 0 67 9 f2i` ,7 27.4 80.8 3.2 f iis4 . 6 45. 1 2.9 li 12!+ltiC c..) �iha-doC{</ 21 .0 3. 5 40.5 c ) louiiklor- niuc.k,: 154 .0 695.2 34. 1 51 .5 0.8 ii: w":111:1Jon 17 .4 s i i vor ,�dot f . I U. v.6 ,.r o\ e 0.9 97 .0 4' .9 10936. 3 43373. 5 109.3 53 G \ .9 ; i, i 11. 5 14 0 211 .J '..; ilw'f ish h 'dock I . I 10. 3 86.8 771 .7 9.8 H F .r+ s<a�robis urtn�'u%°a G 151 .5 90.6 174.7 61 .6 northern sea robin/wwfktio- `7 t' 7.2 144.4 165. 1 109.8� 27.0 four-loot flounder/scup poIIock 0.7 139.6 202.8929.0 593.6 red hake 2.0 sc: P 9. 2 12 1 27.8 22.4 sl IVcr hake - 3.9 59,6 15.8 111 .6. 119. 1 toutog $7 :;inter flounder 1 . 6 23. 1 516.8 winter ` founder/cunner/ tautoc/yeflcwtail flounder / , 7 47.9 23.2 ' 36.9 .1 .7 5.4 witch flounder 0.9 ZS.,. �8-,.;:,, 2�3j:, 113.0 80f .4 577.3 752.4 ` 49.9 IG�J.8 yellowraiI f ounder _ 2,6 1 .5 unidr.utitiail2 frdgmenis _ .-._ ._-._. ! 4.- ; r , 7 ?.r�j,q •° '"r `'9% .7 4797.9 12830: 2 46883.5 749.2 6266."3 TIJ:A i0." r Table 6. Continued _ _Date _ Species Aub la Sep 3 Son 17 Sed 29 f)ct 22 Plov 3 . Nov 17 Dec 12 Feb 4 Feb 27 Total Nil erican plaice 0.9 60.7 3317.4 At! int ic cod 2.6 2. 4 29.0 34. 3 430.0 Atlantic cod/haddock/ 5. 2 36. 1 21 . 1 13.9 14 7. 9 .r:itch flounder - - - A , Duntic nr-iekcro1 0.3 - 936.4 AIIail 'c menhaden 5.3 29_3 Ai1eniic silverside 2.4 s bay anchovy 0.9 cunner 44.7 61624. 7 j tusk - 67 .9 your ,,card rociIing 291 .5 155.0 I5a. 7 95.6 28.3 2. 5 6529. 7 o_rt:pard rocklino_/red hake/ 0.9 °df n naddock - - 879. 7 11 Iz-,s-r c 2 57. ) Ss.4 4 .a zl . l 1 .7 63 45 . 5 -wsi rh soarob in/ fourspot flounder/scup poll.ock 0.9 0.9 47. 1 5.9 2. 1 787.4 x45.0 ' rcd halve 53. 9 106. 9 153. 9 13. 1 5. 5 2 ! 98.3 2.0 y r hake 0.7 6.0 1 . 1 12.3 91 . 6 t 439. 3 J7 � au`c*7 129.3 o-t i n';-er f I ounder 0.9 25. 6 ,winter flounder/cunner/ 0.6 517.4 tautog/yellowtail flounder wii-ch flounder 20.0 32.7 I . i 171 .6 yel !owt: il flounder 6.3 42. 7 42.3 10. 1 10.7 1 .7 5160. 2 unident! flablo fragments _ 1 .9 6.0 ?CTAL 585. 1 388. 8 432.4 141 .0 116. 1 49. 7 26.5 816.4 14.8 95.6 873"", . 5 M! s*;K3'.+ °'�• '. >1 ' '4�2.;: f: :�.;. ,iwi v�Y a:"a w $ rY,x. r ��.,WW K 'K' ,n t y�,, y,,.e w &i ws rt PF�: jA : e{1[ tlw*€ A° �' 5 Ig:'KF Ih r x+x€>;. 4k s,C,•.6}i+7d'k, i, NKA« t JA S b r+a. t p aI+' ' °L'' u6 '�' h a•r ;.'° ,w "�` r 'sti""' �s �,' i ., 4¢xak aii€ u" .. r7,'t t s .. 9, `a ..�.. . xt .,.� w."` mt�.a. a;.. >aa. .,nd ?o`di ntrnh,v of fish larvae/100 rn3 for all stvtlons combined In ESevrr1y ;.aIem Harbor, N;arch i975 through February 1976. �`•F _ Date S siCIS Mar 5 & 6 Mar 13 Apr I Apr 15 Apr 29 May 19 Jun 2 Jun 18 Jul I Jul 22 P,uq 4 a I I igatorf i sh 0.9 1 .4 2.7 1 .9 1 . 5 American eo ! 1 . 1 An w- icdn plaicr; 1 .7 3.4 41 . 3 42. 6 26. 3 10. 1 10.7 Atlantic cod 0.9 2. 1 2.7 6.0 2. 1 13. 5 27.3 1 .7 Atlantic rierrInq . 3.2 1 . 6 ! . 8 Atlantic mackerel 87.3 76.9 Allantic menhaden 0. 7 Atlantic silverside 0.7 1 .7 3.0 0. 7 Atlantic Tomcod 5.7 0.8 4.0 0.7 curvier- 27.9 325. 7 726. 2 4.9 42.8 i cusk 4.8 2.2 0.8 fourbear.d rock Iing 0.9 2. 5 57. 1 23. 4 110.0 0. 7 0.9 goosefi -." � n - haJdock 1 .4 3. 9 5. 8 3.3 Cot41dae 111 .3 185.8 151 . 1 78. 1 32. 5 3.4 � 1 ` ish 2. 1 v northern pipefish 22. 7 39.0 16.2 51 . 1 -r ti•?rc:Fr sr rrnlrt+r- 4:9 po! lock 1 .8 2. 1 radiated shanny 34.3 327.3 120. 3 62. 1 3. 3 rainbow ;melt 1 �9 5.0 0.7 , rock gunnel !69.9 117.3 34.4 9. 5 1 .6 0. 5 sarid, Iance 115.2 413.,2, : 96'_'..6 897.0 411 .7 43. 5 4. 3 scup 6^4 1 . 5 se_;5ria i I 4 39.8 78. 5 47.0 8.3 silver hake 15. 1 striped seasnai1 7. P. tautog 4.3 7. 7 7. 5 1 .9. windowpane 3.6 6.3 Hier flounder .r' S' i6.4 192. 1 218. 5 3.7 1 .3 witch flounder ;Z,B 4.0 60. 5 0.8 12.9 wrymo.;t11 ; , - yellowtail flounder {7.0 20, 1 36.9 15.9 2.6 unidentifiable frayme.nts "a.6 6.4 5.0 _ . _ 26.0 T12. i 51 .9 5.4 33. 3 0.9 e TO1AL 753.6 738. 5 1234.7, 1132. , 9t 9.7 639. 5 675. 3 664.6 10`.;4.0 24.799.3 y «-..r.:...mw �...�....e..... �_-.,_ ___. e.'W.."vsY v..'-5.k. , ee-�S k b"1F F�i.,n',.✓j'.G xwY..'rY"N� e' t r{ `ncc ir..s Aua I - -- -- Feb 4 Feb 77 Tota a 8.4 Ame:ricair plaice 1 . 1 n l miic cod 136. 1 Atianic herring 4.4 0. 7 61 .4 . Atlantic i ckercl 2 'S 03. 4 68. 4 47.4 2.9 211 .3 AlW. o7i1 is rc,,nh,3[ion0.8 164. 2 n i c ';3. 5 39. 7 6. 5 silverside 81 .2 # W is to cod 6. 1 b lterfish 1 . 6 7. 1 11 . 2 ffa.` cu:n, r 6.8 30. 7, 8. 7 6. 8 0. 9 0172. 7 # Cush 0.7 A fuu r L,e:,rd rock in 8. 5 9 2.8 11 .0 8.0 10. 8 27. 3 45, 5 1 .0 301 . 9 fou, spine Stickleback 2. 9 r 90 osef W,� 0. 9 1 .0 2.9 Fz? faddom, 42 i Cottidae 4 lumpfish 1 . 59 1 . 5 40.9 904. 6 0. a northern pipetish 52.0 3.5.8 15. 4 13.4 4 . 5 'a,. tierit.ra c: r r i I .0 24(-. 6 �. P"I I oc I: 1 . radiated shanny 0 21 . 2 L8.3 52.3 156.0 4 . 5 2.0 269. 2 tet' rainhow smelt 547. 3 ' ruck gunnel 7. 6 sand lance I ' 2 1 21 .9 66.8 423. 1 up 2.8 79.6 2930.9 r seasnail 7.9 silver hake 0. 8 i 232.7 sn,r ke b l envy 0.8l 16.7 striped seasnall 0.8 0.8 tc *07 -,, 2 7. 0 r q 12.3 10. I 66.2 2y , I wincowpanc 0.8 46. ' r z ounde.r 0 rr o. 11j' 811 .9 y wr ! ,LUih 91 . 0 > YQ OwtaiI flounder 1. 9 4 unidentifiable fragments 1 . WMAWO, O,MOM*�7°?`�i'; yr X Y�,� �.> � y ",''.F'.`i Y.^a'ie"3v T t[ IN; v9 'd` a06% E�TSi iW" 'fV1 �,&'�:'F 9t )�R�.'F'f `N til. YTMu'!. hw Aoi IzM1 i� 55 £111.#^ F c. 'Yfinf ,� xY`ru .. Sl� rpc�.,f M1 ,J t 7 IGS` . ems,,P a "`.1:; ar - :fl't d"; t'.-.Y. t _ .. . . - f t I rxr.e�a.i �"': A .�' '�'^'>,:}l��"i4��tC�� .,�vM1. ''�'x��` '��;�'�:req]ia.� taT��',�sw�N��, :.�'�h'�y .w` s"l�•,...iM19"•�xcW�:. �n'ti2.,"er s:°rm�%tEi'9^,k. 4 .a'�r,q..::.... . .......�:._.—. .. . . a eM�Nn f . ; gg T7 i � i , t- 1 a gq exec"M -9ol Yawdl awd 111ate /oa Sa July 29, 1980 Dear Sir/Madam Enclosed please find copies of the Environmental Notification Form, plus locus map and other material relative to Maintenance Dredging, Palmers Cove, Salem Harbor, Salem, Mass. for your review. Very tibly our , C71HIN . HANNON, P.E. Chief Engineer enc. r NOTICE OF INTENT TO SUBMIT ENVIRONMENTAL NOTIFICATION FOPui The Department of Environmental Quality Engineering, Division of Waten7ays , hereby gives notice that on or about August 1, 1980 an Environmental Notification Form (ENF) wi111 be submitted to the Secretary of the Executive Office of Environmental Affairs, under the provisions of MEPA, M.G.L. ch. 30 , ss 62 to 64F, inclusive for Maintenance Dredging , Palmers Cove, . Salem Harbor , Salem, Massachusetts It is anticipated that permits or financial assistance for this project will be sought from State Funds . Copies of this ENF will be available from the Department of Environmental Quality Engineering, Division of Waterways, 100 Nashua Street, Boston, 11assachusetts 02114. This ENF will be available for public inspection during business hours at the KEPA unit, Executive Office of Environn-ental Affairs, 100 Cambridge Street, 20th floor, Boston, Massachusetts 02202 and also at the Public Notice of the filing of this ENF will .be published by the Secretary of Environmental Affairs in the Environmental Monitor, a biweekly publication available free of charge by writing to the Secretary of Environmental Affairs: Attention: Y2PA Unit, 100 Cambridge Street, 20th floor, Boston, Massachusetts, 02202. Interested parties may submit written comments on the ENF to the Secretary, Attention: ,.EPA Unit, up to the twentieth day following publication of notice of this filing in the Environmental Monitor. BY: Commissioner • P. 1 APPENDIX A COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ENVIRONMENTAL NOTIFICATION FORM L SUMMARY A. Project Identification Dredging of Palmer Cove in Falem Harbo 1. Project Name 2. Project Proponent Department of Environmental Quality Eng Address Division of Waterways 100 Nashua st Bos B. Project Description: (City)-j&( N Salem 1. Location within city/town or street address Palmer Cove in Falem Harbor 2. Est. Commencement Date: October 1980 Est. Completion Date: April 1981 Approx. Cost $ 260. 000. 00 Current Status of Project Design: 100 % Complete C. Narrative Summary of Project Describe project and give a description of the general project boundaries and the present use of the project area. (If necessary, use back of this page to complete summary). It is proposed to redredge the entrance channel and basin at Palmer Cove in Salem Harbor. The area was previously dredged by the Division of Waterways and this dredging is considered by the proponent to be a maintenance project The area is to be dredged to a depth of 8 feet below mean low water 40, 000 cubic yards are to be removed by a clamshell or bucket dredge which will load the material into scows for removal and deposition at the Boston Foul Area at a point located at 42°25'54 811N, 70034' 551"W D Copies of this may be obtained from: Name: John J. Hannon. Chief Envies rFirm/Agency: i�FQF l;.=s ;ten v Waterway, Address: 100 Nashua Street. Boston. MA 02114 Phone No. 727-4707 1979 THIS IS AN IMPORTANT NOTICE. COMMENT PERIOD IS LIMITED. For Information, call (617) 727-5830 i C P. 2 t Use This Page to Complete Narrative, if necessary. This project is one which is categorically included and therefore automatically required preparation of an Environmental Impact Report:YES NO X D. Scoping(Complete Sections Hand III first,before completing this section.) 1. Check those areas which would be important to examine in the event that an EIR is required for this project. This information is important so that significant areas of concern can be identified as early as possible, in order to expedite analysis and review. Construc- Long Construc- Long tion Term tion Term Impacts Impacts Impacts Impacts Open Space&Recreation . . . . . . . X X Mineral Resources. . . . . . . . . . . . .. Historical. . . . . . . . . . . . . . . . . . . . Energy Use . . . . . . . . . . . . . . . . . . Archaeological . . . . . . . . . . . . . . . Water Supply&Use. . . . . . . . . . . . Fisheries&Wildlife . . . . . . . . . . . . Water Pollution X Vegetation,Trees . . . . . . . . . . . . . . Air Pollution. . . . . . . . . . . . . . . . . . Other Biological Systems . . . . . . . Noise . . . . . . . . . . . . . . . . . . . . . . . Inland Wetlands. . . . . . . . . . . . . . . Traffic. . . . . . . . . . . . . . . . . . . . . . . Coastal Wetlands or Beaches . . . Solid Waste . . . . . . . . . . . . . . . . . . Flood Hazard Areas. . . . . . . . ... . . Aesthetics . . . . . . . . . . . . . . . . . . . Chemicals, Hazardous Substances, Wind and Shadow . . . . . . . . . . . . . High Risk Operations. . . . . . . Growth Impacts. . . . . . . . . . . . . . . Geologically Unstable Areas. . . . . Community/Housing and the Built Agricultural Land . . . . . . . . . . . . . Environment. . . . . . . . . . . . . . Other(Specify) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2. List the alternatives which you would consider to be feasible in the event an EIR is required. The alternatives for disposal of the dredged material are: upland disposal, disposal in State waters, and disposal at other sites in ocean waters The Boston Foul Area is the only designated disposal site in either State or ocean waters near the site of the dredging No suitable upland disposal areas are available for the proposed work The alternatives to dredging would be to take no action and thus limit use of the existing channel and basin. P. 3 , E. Has this project been filed with EOEA before? Yes No X IfYes,EOEA No. EOEA Action? F. Does this project fall under the jurisdiction of NEPA? Yes No If Yes,which Federal Agency? Corps of Army Enginee sNEPAStatus? G. List the State or Federal agencies from which permits will be sought: Agency Name Type of Permit Massachusetts Division of Water Pollution Control Certification US Army Corps of Engineers Section 10 Permit H. Will an Order of Conditions be required under the provisions of the Wetlands Protection Act(Chap.131,Section 40)? Yeses_ No DEQEFileNo., ifapplicable: Not yet assigned 1. List the agencies from which the proponent will seek financial assistance for this project: Agency Name Funding Amount Commonwealth of Massachusetts $ ,300, 000 00 t S i i 11. PROJECT DESCRIPTION A. Include an original 81/2x11 inch or larger section of the most recent U.S.G.S. 1:24,000 scale topographic map with the project area location and boundaries clearly shown. Include multiple maps if necessary for large proj- ects. Include other maps, diagrams or aerial photos if the project cannot be clearly shown at U.S.G.S. scale. If available,attach a plan sketch of the proposed project. B. State total area of project: 6 acres Estimate the number of acres(to the nearest 1/10 acre)directly affected that are currently: 1. Developed . . . . . . . . . . . . . . . . . . . . _acres 4. Flor3dplain . . . . . . . . . . . . . . . . . . . . _acres 2. Open Space/Woodlands/Recreation _acres 5. Coastal Area . . . . . . . . . . . . . . . . . . _acres 3. Wetlands . . . . . . . . . . . . . . . . . . . . . . 6 acres 6. Productive Resources Agriculture . . . . . . . . . . . . . . . . . . _acres Forestry . . . . . . . . . . . . . . . . . . . . acres Mineral Products . . . . . . . . . . . . . _acres C. Provide the following dimensions,if applicable: Length in miles Number of Housing Units Number of Stories Existing Immediate Increase Due to Project Number of Parking Spaces. . . . . . . . . . . . . . . . . . . . . . . . . . . Vehicle Trips to Project Site(average daily traffic) . . . . . . . . . Estimated Vehicle Trips past project site. . . . . . . . . . . . . . . D. If the proposed project will require any permit for access to local or state highways, please attach a sketch showing the location of the proposed driveway(s)in relation to the highway and to the general development plan; identifying all local and state highways abutting the development site; and indicating the number of lanes,pave- ment width,median strips and adjacent driveways on each abutting highway; and indicating the distance to the nearest intersection. The proposed dredging should not impact any roads P. 4 III. ASSESSMENT OF POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS Instructions:Consider direct and indirect adverse impacts,including those arising from general construction and operations.For every answer explain why significant adverse impact is considered likely or unlikely to resuh. Also,state the source of information or other basis for the answers supplied.If the source of the information, In part or in full,is not listed in the ENF,the preparing officer will be assumed to be the source of the information. Such environmental information should be acquired at least in part by field inspection. A. Open Space and Recreation 1. Might the project affect the condition,use or access to any open space and/or recreation area? Yes X No Explanation and Source: The maintenance dredging of the channel and basin will positively impact recreation in the Salem area by restoring access for pleasure boats to berthing and mooring space and open water, particularly the Palmer Cove Yacht Club. B. Historic Resources 1. Might any site or structure of historic significance be affected by the project? Yes No Explanation and Source: The proposed work involves only maintenance dredging of an existing project; consequently any archaeological site would have been removed many years ago. Disposal of the -dredged material is proposed in an active disposal site Thtis operation will, have no impact on archaeological sites nor historical sites 2. Might any archaeological site be affected by the project? Yes No X— Explanation and Source: see above C. Ecological Effects 1. Might the project significantly affect fisheries or wildlife,especially any rare or endangered species? Yes No X Explanation and Source: Impacts to fisheries or wildlife should not be significant L r P.5 2. Might the project significantly affect vegetation,especially any rare or endangered species of plant? Yes No N (Estimate approximate number of mature trees to be removed: ) Explanation and Source: No impact on vegatation will occur since the action involves maintaining an existing channel and basin and no vegatation was observed in the area 3. Might the project alter or affect flood hazard areas,inland or coastal wetlands (e.g., estuaries,marshes, sand dunes and beaches,ponds,streams,rivers,fish runs,or shellfish beds)? Yes No X Explanation and Source: 4. Might the project affect shoreline erosion or accretion at the project site, downstream or in nearby coastal areas? Yes No X Explanation and Source: 5. Might the project involve other geologically unstable areas? Yes No X Explanation and Source: D. Hazardous Substances 1. Might the project involve the use, transportation, storage, release, or disposal of potentially hazardous substances? Yes No _X_ Explanation and Source: Bioassay tests of harbor sediments in the adjacent Fouth River Channel in `'atem Harbor were performed by the Corps of Engineers in December 1979 No ststistically significant mortalities occured Therefor, the sediments are considered non-toxic. C P. 6 E. Resource Conservation and Use 1. Might the project affect or eliminate land suitable for agricultural or forestry production? Yes No (Describe any present agricultural land use and farm units affected.) Explanation and Source: 2. Might the project directly affect the potential use or extraction of mineral or energy resources (e.g., oil, coal, sand&gravel,ores)? Yes No X Explanation and Source: Only marine sediment will be excavated 3. Might the operation of the project result in any increased consumption of energy? Yes No N _ Explanation and Source: (If applicable,describe plans for conserving energy resources.) F. Water Quality and Quantity 1. Might the project result in significant changes in drainage patterns? Yes No X Explanation and Source: u 2. Might the project result in the introduction of pollutants into any of the following: (a) Marine Waters . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yes _ No (b) Surface Fresh Water Body . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yes No X (c) Ground Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yes No—� Explain types and quantities of pollutants. There is the potential for a slight release of some pollutants into marine waters. but studies indicate this to be a transitory condition. C P. 7 3. Will the project generate sanitary sewage? Yes No X If Yes,Quantity: gallons per day Disposal by: (a) Onsite septic systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yes No (b) Public sewerage systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yes No (c) Other means(describe) 4. Might the project result in an increase in paved or impervious surface over an aquifer recognized as an impor- tant present or future source of water supply? Yes No X Explanation and Source: 5. Is the project in the watershed of any surface water body used as a drinking water supply? Yes NoX Are there any public or private drinking water wells within a 1/2-mile radius of the proposed project? Yes No Explanation and Source: Since the entire project will take place in marine or estuarine waters, there will be no problem with drinking water supplies. t 6. Might the operation of the project result in any increased consumption of water? Yes No X Approximate consumption gallons per day.Likely water source(s) Explanation and Source: 7. Does the project involve any dredging? Yes -,,C— No If Yes,indicate: Quantity of material to be dredged 40, 000 cubic yards Quality of material to be dredged see attached test results Proposed method of dredging clamshell or bucket dredge Proposed disposal sites Boston Foul Area Proposed season of year for dredging Oct 1980 to April 1981 Explanation and Source: P. 8 G. Air Quality 1. Might the project affect the air quality in the project area or the immediately adjacent area? Yes No 'V_ Describe type and source of any pollution emission from the project site. 2. Are there any sensitive receptors (e.g.. hospitals, schools, residential areas)which would be affected by any pollution emissions caused by the project,including construction dust? Yes No X Explanation and Source: 3. Will access to the project area be primarily by automobile? Yes No Describe any special provisions now planned for pedestrian access,carpooling,buses and other mass transit. Primary access to the area is by automobile or boat The proposed project will not alter this situation H. Noise 1. Might the project result in the generation of noise? Yes—X No Explanation and Source: (Include any source of noise during construction or operation,e.g.,engine exhaust,pile driving,traffic.) The source of noise will be the operation of deisel engines used to operate the dredge; hours of operation of the dredge will limited to 8:00am to 8:00pm seven days a week 2. Are there any sensitive receptors (e.g., hospitals, schools, residential areas) which would be affected by any noise caused by the project? Yes X No Explanation and Source: Adjacent residetial areas consist of single and multiple family dwellings, housing for the elderly and a school. Limiting the hours of work front 8:00am to 8:00pm should mitigate the inconvenience. P.9 . L Solid Waste 1. Might the project generate solid waste? Yes No X Explanation and Source: (Estimate types and approximate amounts of waste materials generated, e.g.,industrial, domestic, hospital, sewage sludge,construction debris from demolished structures.) The proposed work will not generate any new wastes; sediments will merely be transferred from one area to another I Aesthetics 1. Might the project cause a change in the visual character of the project area or its environs? Yes No X Explanation and Source: 2. Are there any proposed structures which might be considered incompatible with existing adjacent structures in the vicinity in terms of size,physical proportion and scale,or significant differences in land use? Yes No X Explanation and Source: 3. Might the project impair visual access to waterfront or other scenic areas? Yes No X Explanation and Source: K. Wind and Shadow 1. Might the project cause wind and shadow impacts on adjacent properties? Yes No X Explanation and Source: C P. 10 C r IV. CONSISTENCY WITH PRESENT PLANNING A. Describe any known conflicts or inconsistencies with current federal, state and local land use, transportation, open space, recreation and environmental plans and policies. Consult with local or regional planning authorities where appropriate. None V. FINDINGS AND CERTIFICATION A. The notice of intent to file this form has been/will be published in the following newspaper(s): (Name) Salem Evening News (Date) 155 Washington Street, Salerm, MA B. This form has been circulated to all agencies and persons as required by Appendix B. Date Signature q Responsible Officer �or Project-Proponent -/John J. Hannon, Chief Engineer Name(print or type) Address 100 Nashua Street, Boston, MA 02114 Telep eN,umb r 727-4777 July 17, 1980 � Date Signature of person preparing ENF (if different from above) Robert A. Braman, PE Name(print or type) Address 444 Main Street, Wareham, MA 02571 295-0637 C (- APPENDIX 1 . SIEVE /_NALYSTS 2 SAMPLES 2 . BULK CHE TCAL ANALYSIS 2 SAMPLES ELUIR.-A-ES 2 SAMPLES 3 . ECOLOGICAL E`iALUATION , SOUTH RIVER CHANNEL CORPS OF ENGITEERS DECEMBER 1979 DREDGING PLAN LOCATION MAP C ROBERT A. BRAMAN Sieve Analysis Palmer Cove in Salem Harbor, Salem, N. H Weight of Weight of Sieved Sieve Sieve R Sample Net Retained % Pass % 4 594. 5 5, .4 9 9 1. 4 1. 2 98. 8 10 510, 0 518. 2 8. 2 6, 9 91. 9 20 475. 7 493. 5 17. 8 15. 1 76. 8 40 457. 7 474. 1 16. 4 13. 9 62. 9 80 438. 2 458. 9 20. 7 17, 5 45. 4 200 399. 0 424, 3 25 . 3 21. 5 23. 9 PAN 374. 8 403. 0 28, 2 23, 9 0 Weight of sample 117. 8 Sample taken March 26, 1980 Sample No. 1 Station 1+0 (Basin) Tested July 14, 1980 Note: Sample contained quite a few shells and snails. The large shells and snails were not tested, civil engineer& surveyor 444 main street wareham, massachusetts 02571 telephone 295-0637 ROBERT A. BRAMAN Sieve Analysis Palmer Cove in Salem Harbor, Salem, N, H. Weight of Weight of Sieve# Sieve Sieve & Sample Net Retained % Pass % 4 594. 0 598. 1 4. 1 1. 2 98 . 8 10 510. 0 514. 8 4. 8 1. 4 97. 4 20 475. 7 486. 0 10. 3 3 . 0 94. 4 40 457. 7 480. 8' 231 6.. 7 87. 7 80 438. 2 487. 4 49. 2 14. 2 73 . 5 200 399. 0 509, 5 110. 5 31. 9 41 . 6 PAN 374, 8 518. 7 143. 9 41. 6 0 Weight of sample 346. 5 Sample taken March 26, 1980 Sample No. 2 Station Fan# 1 (Channel) Tested July 14, 1980 civil engineer& surveyor 444 main street Wareham, Massachusetts 02571 telephone 295-0637 RESULTS OF CHEMICAL ANALYSES e OF SEDIMENTS FROM 9i PALMER COVE, SALEM Prepared for : Robert A. Braman Civil Engineer and Surveyor. 444 Main Street Wareham, Massachusetts 02571 Prepared by: Environmental Sciences Division Energy Resources Co. Inc. 185 Alewife Brook Parkway Cambridge, Massachusetts 02138 { L July 11 , 1980 L 1 . RESULTS AND SUMMARY OF ANALYTICAL METHODS In this report, results are presented from chemical analyses of sediments (Table 1 ) and elutriates (Table 2) from Palmer Cove, Salem. Sediment samples were collected on June 11 , 1980 by ERCO personnel at two sites (designated #1 and #2 ) in Palmer Cove . Sediment samples were returned to the laboratory and stored at 4°C according to the U. S. EPA and U. S. Army COE "green book" specifications (U.S. EPA and U. S. Army COE, 1977 ) until processing was begun. For bulk chemical analysis of the sediments , a homo- genized subsample was removed and split into aliquots for each analysis. Analyses for volatile solids , oil and grease, and water content were determined according to methods outlined by the U.S EPA ( 1979) . Grain size analysis utilized methods of Folk (1974 ) . Samples for trace metal �- analyses were digested according to methods of the U. S EPA ® ( 1977 ) and analyzed by atomic absorption spectrophotometry (U. S . EPA, 1979 ) . Analyses for PCB' s were extracted and analyzed by gas chromatography according to methods of the U.S. EPA ( 1977 ) . Elutriates were prepared by mixing sediment and seawater in a 1 : 4 ratio by volume according to the green book spAcifi- cations (U.S. EPA and U.S. Army COE, 1977) . The sediment was removed from the elutriate by filtration. Metal analyses of the elutriate were conducted by atomic absorption spectro- photometry after concentration by chelation/coprecipitation (Boyle and Edmond , 1976 ; U. S. EPA, 1979 ) . Oil and grease was determined by the methodology of the U. S. EPA ( 1979 ) . Determinations of PCB ' s were made by solvent extraction and Lgas chromatography according to methods of the U. S . EPA ( 1977 ) . L -1- Table 1. Results of bulk sediment analyses ERCO Volatile Grain size (wt.%) 'Trace metal concentration (pg/g, dry sediment) Sample I.D. solids Water ------- -- number number (wt.%) (wt.%) CaCO3 Sand Silt Clay As Cd Cr Cu Pb Ng Ni V Zn 1 50-716 20.3 70.2 14.1 7.92 30.7 47.3 30 1.7 1,200 93 250 0.47 45 23U 210 2 50-717 15.6 75.9 0.54 7.73 39.6 52.1 40 2.1 1,600 105 280 0.60 45 230 270 N ' ERCO Sample I.D. Oil and grease PCO number number (mg/g, dry sediment) (jig/g, dry sediment) 1 50-716 5.56 2.11 .� 2 50-717 6.78 2.81 "OM esus '..""1 ftwll� iwcma7 ws®on� Table 2. Results of elutriate test ERCO Trace metal concentration (119/1) Oil and Sample I.D. -- -- ----- grease PCB number number As Cd Cr Cu Pb Ilg Ni V Zn 1 50-714 <5 <0.1 <5 <1 <1 <0.02 <5 <20 <10 U.IU <U.01 1 2 50-715 <5 <0.1 <5 <1 <1 <0.02 <5 <20 <10 0.08 <U.01 to i c � 2. REFERENCES Boyle, E.A. , and J. Edmond . 1975. Determination of trace metals in aqueous solution by APDC chelate coprecipita- tion. Pages 44-55 in T.R.P. Gibb, Jr. , ed. Analytical methods in cceanography. Advances in Chemistry Series No. 147. American Chemical Society, Washington, D.C. Folk, R.L. Petrology of sedimentary rocks. Hemphill Publishing Co. , Texas . 192 pp. U. S. Environmental Protection Agency. 1977 . Interim methods for the sampling and analysis of priority pollutants in sediments and fish tissues. Environmental Monitoring and Support Laboratory, Office of Research and Development , Cincinnati , Ohio. U. S. Environmental Protection Agency. 1979 . Methods for chemical analysis of waters and wastes. Environmental Monitoring and Support Laboratory, Office of Research and Development , Cincinnati , Ohio. EPA 600-4/79/020 . U. S. Government Printing Office, Washington, D. C. U. S. Environmental Protection Agency and U. S. Army Corps of Engineers. 1977. Ecological evaluation of proposed discharge of dredged material into ocean waters. e Implementation Manual for Section 103 of PL 92-532. Environmental Effects Laboratory, U. S. Army Eng'_nner Waterways Experiment Station, Vicksburg, Mississippi . Second printing , April 1978 . I L -4- ECOLOGICAL EVALUATION OF C PROPOSED OCEANIC DISCHARGE OF DREDGED MATERIAL FROM SALEM HARBOR, MASSACHUSETTS -- Contract No. DACW33-79-C-0063 -- Delivery Order No. DACW33-80-F-0031 J i Prepared for: New England Division , Corps of Engineers J Department of the Army 424 Trapelo Road " Waltham, Massachusetts 02154 Attention : NED Materials Testing Laboratory J Prepared by : Aquatic Sciences Division Energy Resources Company Inc. 185 Alewife Brook Parkway Cambridge , Massachusetts 02138 1 J i l December 1979 i 1 i ,j TAELE OF CONTENTS Section ACKNOWLEDGEMENTS p_qe SUht_ I� i IJ 1• INTRO-ION 11 2• METFOGS 1 AND MATERIALS 3 . RESULTS 4 3 . 1 Liquid and Suspended Particu_ 7 hase Bi 3 . 1 . 1 Liquid p ate Phase Bioassays 3 1. 2 oassap-s 3 2 Suspended Particulate p B Solid Phase Bioassayshzse Bioassays ` 12 4 • REFERENCES_ 16 A '1 endix 19 _ L' � � ^1 A. LABORATORY PROCEDURES FO � L--� MATERIAL AND CONDR FREFpR1NG DREDGED UCTING BIOASSAYS i B. UNA[JALYZED BIOASSAY-RELATED B. 1 q DP,TA Li uid Phase Bioassays ,1 B . 2 Suspended Particulate Phase Bioassays B. 3 Solid Phase Bioassays i 1 J iii - ACKNOWLEDGEMENTS This evaluation was written b Dr . Lam'' Y . Curt D. Rose , Direc- tor, Aquatic Sciences Division , Energy Resources Company Inc . (ERCO) . Mr. Robert L. Boeri , Aquatic Toxicologist , ERGO, and Mr . Timothy J . Ward , Director, Aquatic Toxicology Laboratory , ERCO, collected dredged sediment , control 7 sediment, and reference sediment . Mr . Boeri , with the _I supervision of Mr . Ward , prepared sediment and water for : bioassays ( toxicity tests ) and conducted bioassays . I I I 1 ,1 ( J Y` Y y i SUMMARY The proposed oceanic discharge of dredged material from Salem Harbor, Massachusetts, to the "Boston " Dump Site for Dredged Material is ecologically acceptable as judged by the bioassay-based criteria employed in this IOf copepods A evaluation. Survival ( c�rtia tonsa ) , mysid shrimp (Neomvsis 1 and Atlantic silversides (Menidia menidia —�— americana ) , I— to culture water control and 100 ) exposed for 96 hr Particulate liquid and suspended 1 phases of three samples of dred not significantl Sed material was y different (CY 0 . 05 ) . In addition, ( combined ) survival total of hard grass shrimp (palaemonetes clams (Mercenaria pu io ) , mercmerc—iia ) and sandworms vices ) exposed for 10 days to reference (N ereis sediment and the solid (disposal-site ) Phase of the three samples of dredged material was not significantly different (a = 0 . 05 ) . J 1 J l _J ii 1 • INTRODUCTION The major y� objective of bthis evaluation is to assess th ecological acceptability of the e dredged Of dred Proposed oceanic discharge "Boston" material from Salem Harbor, Massachusetts , to the Dump Site for Dredged Material ( Figure 1 ) . If the according to the bioassay-related eget to be ecologically If say-related criteria employed in the evaluation the disposal Practice is considered to be in partial compliance with Sub the ocean tum in Part B ( Environmental Impact) of P g regulations ( U. S . EPA, 1977 ) . Subpart B ( Environment Impact ) regulations P ) consiof the ocean dumping J sts of the following basic sections : §227 . 5 ( Prohibited Materials hibited as Other than ) §227 . 6 (Constituents Pro- Trace Contaminants ) • 5227 . 7 (Limits Established for Specific Wastes or ` §227 . 8 ( Limitations on the Disposal Rates §227 . 9 Toxic Wastes ) ; (Limitations on Quantities of Waste Materials ) ; §227 .10 Of to Fishing , g , Navigation , Shorelines or ) ; §227 .11 (Containerized Wastes ) ; and §227 . 13 a (Dredged Materials ) . Disposal of dredged l comply with restrictions material must and limitations imposed by 5227 . 5 , ( U.S . EPA,, 1977 ) . §227 . 6 , 7 , §227 .10 , and 5227 .13 of the regulations 19 i Dredged material from Salem Harbor complies with §227, 5 ( Prohibited Materials ) of the ocean dumping—J P g regulations since it does not contain high-level radioactive wastes ; materials used for warfare • insufficiently described materials ; or Persistent , inert substances that ma- y interfere materially with legitimate uses of the ocean . Compliance of the material with toxicological (bioassay-based ) criteria identified in 5227 . 6 (Constituents Prohibited -as Other than Trace cr,`^ P. J -1- (,A )i DflEDGING SITE , 79 ' - -- "1'. 9 ' 20<�, 27 2 2- rod 6; 17 t ieiaw p Re�]i:// 6 5 S r rG 3 AR//C19' i6 2^ �. .. NO cow SALEM ',"L �( //ISE 13 Q I rw an. ` d\ i h =-r'^,��L,/ ••�� Pick ering W arf 3. i 1119 ..I<. 5 ¢ ii. .A = _ ' 8-F[ anchorage Area ;I � \ ` r yam'White Nun ••A•' Buoy r/ C n _. ti',V , ] `.Sd LE.d� STATION '` � Y �-r•'nll H °w(N jl �� f �e v! ni..c ] �0 21 ��71 A / ��'I I��Ir C-- r • •1. .� 9 d5 R B O R y: 6-Ft Channel \� STATION C F 7.... w] N. _E. 9' . I]� _ STATION 8 4\ Derby Wharf —•� I, 'r't_�! P I%,` ] ] < 6._ ] 3 .: 8-Ft Channel u 6 IF'9 wh S.I e•io� ,'9: s'•s 7O 5 : " - _ 11 1 qr i Gn n SALEM HARBC ✓'ill ] ie]iJ:' 1 II e. 7 2 \ N V• �� -` c , 7 / � �.; NOT TO SCALE 1 DISPOSAL SITE i9z 6] ' - �I-\ I •\• / 197 767 5S / 767 r 180 ® / 755 i 246 1 -- _ p0 x.280_ NOT TO SCALE / /716/ \ `2190_-fir_=,1 278 31 1-279 t '7B a •L�.•16� STATION 67 n.o.��..r,.n rtrl I 7H]� X700- I . .1] . - 6ea,n,/nm,u,...,r/9- e-•.� - / 2 9 -9 P S 7 - �1 7] `\28 ,Il(j-_��T--zzlo -7n $u Vey Ol263 IJ 275 10, 790 . jo 276 j Figure 1.—Locations of proposed dredging and disposal sites. Sampling stations for sediment are depicted in insets. -2- Cohtaminants ) and 5227,13 tions is ( Dredged Material ) of the regula- addressed in this evaluation. .v The evaluation consists of four addition to the Introductionprincipal sections in Precedes the Introduction , The first section , which - , summarizes the ecological ability of m the proposed discharge accept- section reviews g operation . The second the methods and materials emplo evaluation . The third section yed in the the evaluation . Presents important results of The fourth section contains in. the evaluation , references cited r 1 The evaluation contains detatwo appendices . J ils laborator Appendix A y procedures employed for preparing dredged material and conducting bioassays as . The appendix also serves a quality-control document . Appendix B contains all unanalyzed bioassay-related data. P. Only do the ecologicalata directly relevant tevaluation of the proposed discharge opera_! tion are presented in the main body of the evaluation . r 1 , j !1 . 1 J -3- { 2 . METHODS AND MATERIALS' Proposed dredged material was collected from three sampling stations in Salem Harbor (Figure 1 ) Burin d --j on October 30 , 1979 . Matcrial was collg 1200-1330 Bobby by Mr. Robert L. Boeri from the vessel collected f Aquatic Toxicologist, Energy Resources Company Inc. (ERCO ) , and Mr. Timothy J . 1 Ward, Director, Aquatic Toxicology Laboratory, ERCO. —J Station A was located in the 6-ft channel of Salem Harbor approximately 14 m southwest of a corner of Pickering Wharf. Station B was situated in the 8-ft southwest of a channel about 9 m Point on the western e • � rn edge of Derby Wharf a Y arf approximately 9 Y 0 m from its end. Station C was located in � the 8-ft anchorage area about 37 m „ southeast of W A B White Nun Buoy. Water depth at all stations was about 2-3 M. At each station, three 15-liter bags of dredged material were • collected with a Van Veen grab after the vessel had been anchored. Each set of bags was assigned an identification number j (Station A , Station B---JJJ and Station C ) . The bags were " sealed and transported immediately to ERCO ' s Toxicology Laboratory in Cambridge, Massachusetts. Bags were placed into cold storage ( 2-4 ' C ) at the laborator a October 30 , 1979 , Y t 1500 on Dredged material was prepared for biological testing according to procedures described in Appendix the manual entitled Ecolo ical Evaluation of PiosedfDischarge of Dredged Material into Ocean Waters (U .S . EPA and U .S . Army COE , 1977 ) . Artificial seawater (30 employed to formulate liquid and suspended Pa pt salinity ) was p pa Phases of dredged material. During -preparation preparation of the ` 'Laboratory procedures used to prepare and conduct bioassays are described indetaiariagAd material of this evaluation. ppendix A 1 -4- liquid and suspended particulate phases , dredged material and artificial seawater were mixed by mechanical methods opposed to mixing by compressed air) since anoxic conditioi did not occur in the sediment-seawater mixtures . In prepa- ration of the liquid phase, centrifugation on was 9 not required to reduce concentrations of suspended solids prior to filtration . Bioassays with dredged material were , with one - yI exception , conducted according to guidelines presented in 1 Appendices D and F of the EPA and COE manual for dredged material (U .S . EPA and U. S . Army COE , 1977 ) . The one exception is that 19-liter aquaria, rather than 38-liter aquaria, were used to conduct liquid and suspended particu- late phase bioassays with fish . The use of the smaller aquaria is sanctioned by the EPA in its contemporary proce- dures for performing bioassays for the Ocean Dumping Permit 1 Program (U.S. EPA , 1978 ) . Species employed in the liquid and suspended particu- late phase bioassays were the copepod (Acartia tonsa ) , mysid .-� shrimp ( Neomysis americana ) , and Atlantic silverside ( Menidia �► menidia ) . All organisms were purchased from Sea Plantations , Inc. , Salem, Massachusetts , and acclimated in artificial seawater for at least 3 days prior to use in bioassays . +, Bioassays were conducted at 20 + 1 ° C , the recommended i summer testing temperature for the New England region ( U . S . EPA and U.S . Army COE , 1977 ) . Artificial seawater was r^_J used to dilute liquid and suspended particulate phases to �. appropriate test concentrations and as a control ( culture ` water control ) . II I '1 -5- 1 I'� - `tea) , and sandworm (Nereis ' nerd clam ( Mere=ia hard clams were obtained fromrespectively, Grass shrimp and and Long Island Shellfish Sea Plantations Sandworms ac°uired fromnc West Sayville , New York . `• ^� were J Boston, Massachusetts , a commercial supplier Animals in _ seawater for were acclimated I � All as species at )test 3 days Prior to initiation )°fartificial were ed in testing. temperature the same aquaria . _ e '..M.e was again 2p+1 'C Testing seawater) Water— er exchange Fill throw was by the replacementas ( artifice) 9h , method . Control COmpared to the flow- (culturetests was collected ) sedimenton November empl°yedin the The sediment 5 ' 199 , rom Lynn whichwascollected Harbor , � consisted primaril by Mr. Boeri Y of sand and Mr . Ward , sediment used Reference (disposal- in the tests site ) November 1 was collected at 1000-1200 on ' 1979. from a single sampling station and 117-2200) located approximates ( 3H5-1447 buoy in the Boston Dump Site Y 2 km due west of the "A" collected with Veen { Figure 1 ) . The sediment was a Van tab Mr . Boers and Mr g operated from the vessel ••• l Ward . Depth of water by — 1r station was approximate) ter at the sampling plastic ba Y 80 m. The sediment_ 9s and placed in cold was Put in Toxicology Laboratory storage ( 2-4 °C) at Y at 1600 on ERCO s Ncvember 1 , 19;9. MYsid shrimp exposed to liquid and Phases of dredged material suspended were Particulate (brine shrimp) fed live 48-hr-old nauplii at a rate of approximatelyArt=n`ia culture/200-m1 cr ystallizing dish/da r 1 ml of to the solid phase of y• Grass shrimp dredged material P exp'°sed were not fed . r -6- y J 3 • REQS The three samples of dredged 9 material employed in the � evaluation consisted primarily black silt t mination ( visual deter- similar in texture to the ) • The reference (disposal-site) sediment was samples of dredged material . 3 .1 Li uid and Suspended '7 Particulate Phase gioassays 1 Results of liquid and suspended l' particulate phase bioassays are presented according to the same format analyses of both since t types of tests are components based on identical I ( U.S . EPA and U.S. Army c0E , 1977 1 of an appropriate control for comparison to ( 1 ) selection J ( when disposal-site water test results p as .well as for control on wager is used ^� purposes ) , ( 2 ) preliminary comparison of survival of animals exposed for 96 hr to the appropriate control and 1 1002 liquid/suspended particulate phase , ( 3 ) calculation or estimation of an exposure-time-dependent LC50 (median lethal concentration ) and associated 0 . 95 confidence interval for the liquid/suspended particulate — phase ( if survival in 1003 liquid/suspended particulate phase is significantly less [ in a statistical sense I ) than survivalinthe a control ) , ( 4 ) derivation of an exposure-time-dependentate limiting permissible concentration (LPC) for the liquid/sus- pended particulate phase by multiplying the lower limit of the 0 . 95 confidence interval of the LC50 for the Fhase by 0 . 01 or a pragmatically determined application factor, and ( 5) graphical comparison of the LPC for the liquid/suspended Particulate phase to the estimated environmental concentration rV N. -7- ( "dilution curve" ) of the phase as determined , in all probability, by the release zone method . 3 . 1 . 1 Liq uid Phase Bioassays — Data generated by liquidase h m sid P bioassays with copepods , Y shrimp, and Atlantic silversides are presented in , respectively, Tables B1 , B2, and B3 (Appendix B) . All species were relatively resistant to the liquid phase , e .g . mean survival of organisms exposed for 96 hr to 100% phase was 76. 7-80 . 0% ( copepods ) , 90 . 0-93 . 3% (mysid shrimp ) , and 86 . 7-100 . 0% (Atlantic silversides ) . Analyses of survival data for copepods , mysid shrimp, and Atlantic silversides exposed for 96 hr to culture water control and 100% liquid phase of dredged material sented in Tables 1-3 res pectively. are pre- In the case of all species , mean survival in the control test was equal to or greater than 903 , thus permitting further analyses of data. J Survival data for the three s J exhibited species ( Tables 1-3 ) homogeneity of variances , as judged by Cochran ' s test . Therefore , parametric one-way analyses of variance 1 (ANOVA ' s ) with nontransformed data were employed to determine if the three sets of survival data are characterized by significant differences ( the " t" test described in 115 , ] Appendix D of the EPA and COE manual for dredged material [U.S. EPA and U. S . Army COE, 1977] is not appropriate for use with more than one sample of dredged material and a control ) . I y. -8- Table 1. Analyses of i .` culture 'ate survival data for cone t J7 r conCroI and L00% liquid pods' gcar`ia to -. � quid ohase of dreaged ma retial exposed for 96 �to Step 1. Survival Data (From Table 81) ,aY f Treatment Number of Survivors (t) e Culture Replicate (r) Water Dredged Control Material - DreMaterial _ Dredged �--- _— Sample q Samplela Material - '.�'�. 1 Sample C t. ..� 2 10 10 3 9 B 6 9 10 9 5 8 9 } Mean (x) ; .9.]3(93.38) 5 „J( 7.67(76.78) 8.00(80.08) 7.67( 76. 78) Step 2. Cochran's Test for Homoveneit• ofvariances _ of SUrV l'!d1 Ddta Number of Sur,,,,Ors Mean (x) Variance(s2) -� Culture Water Control. --�— Dredged Material - Sample q 9.33 0.23 Dredged Material 7.67 6.33 Sample B 8.00 J1 Dredged Material- Sample C _ - - - - - - _ - _ 4.00 %.67 5.33 C(cal.) s2(max. ) 6.33 Est 15.99 ' 0.40 ns, as compared to: C(tab. ) - 0.77 for (r 0.05, k = 4, and v - 2 �^ Step 3. Parametric One-Wa AnalZsis of Variance (ANOVA) cf Survival-Data Source of Variation df Sum of Mean Treatment (Culture -Water �_ Squares Square Dredged Material - SampleCpntrol, t-1-3 F(cal . � Dredged Material 5.67 1'89 0.47 ns, g - Sample d, Dredged Material - Sample C) as compared to F tab. ; Error ' 4.07 Eor t(r-1)-8 <t = 0.05, Total 32.00 q 00 numerator tr-1-1137. - de = 3, and J 67 denominator df - 8 'f _g_ C. • Table 2. Analysis of survival data for mycid shrimp, Neomv�is americana, Ax culture water control and 1009 liquid phase of dredged malarial - Posed for 96 hr t( �.....r Step 1. Survival Data (From Table B2) Number of Survivors i, Treatment ( t) : Culture Dredged Dredged Peplic3te (r) Water Material Control Sample A- Material - Dredged d Material. Sample B Semple C 1 2 10. 1.0 10 9 9 8 3 10 y 9 9 9 10 Mean (x) : 9.67(96.79) 9.33(93.39). 9.3](93.39) 9.00(90.09) Y i Step 2.- Cochran's Test for Homoqe.,,ity of variances of Survival Data Number of Su"ivors •1•�{ t�" Treatment (t) Mean (x) variance(s2i Culture Water Control a67 0.33 Dredged Material - Sample A 9.33 • 0.33 Dredged Material - Sample B 9.33 0.33 Dredged Material - Sample C p ` 9.00 1.00 ..�• - - - - - - - - - - - - - - - - - - - - C(cal. ) s2(ma z. l :.00 — sl I�9 0.50 ns, as compared to: C(tab.) = 0.77 for a = 0.05, k - 4, and v —� Step 3. Parametric One-way Analysis of v ariance (ANOVA) of Survival Data �`'�•>A. Source of VariationMean df Sum of Squares Square (cal ) Treatment (Culture Water Control, t-1-3 0.67 Dredged Material - Sample A, 0-.22 G.44 ns, Dredged Material - Sample B, as compared , Dredged Material - Sample C) to %( ab. ) = 4. i for Error rr = 0.05, t(r-1)-8 4.00 numerator 0.55 Total cf = 3, and tr-1=11 4,67 denominator of -------------- ! -10- • Toole 3. Analysis of survival data for Atlantic silversides, Menidia menidia, exposed for 96 hr to culture water control and L00% liquid phase of dredged material ? � Step I. Survival Data (From Table B3) _ Number of Survivors Treatment (t) : Culture Dredged Dredge Replltete (r) - Control water Material Material - Mater9al _ Dredged SSamole A ample B Sample C 1 2 8 10 1e 10 10 9 . � J 9 10 9 7 10 10 Mean (x) : 9.00(90,01) 10.00(100.0%) 9.67(96.7%) 8.67(86. 7%) I Step 2, Cochran's Test for Hcmoceneity of Variances of Survival Data ,yh Nu.nber of Survivors Treatment ( t) - Mean (xl Variance(s2) Culture Water Control 9.00 1.00 Dredged Material .- Sample A 10.00 Dredged- Material - Sample B 9.67 0.00 0.33 Dredged Material - Sample C 8.67 2.33 - - - - - - - - - - - - - - - - - - - - II -� C(cal. ) = sr(.Lax. ) 2.33 3:56 0'64 ns, I I as compared to: C (tab. ) 1 0.77 fora 0.05, k 4, and v 2 1 � Step 3. Parametric One-WayAnal sis of Variance (AN(DVA) of Survival Data r5 I Source of VariationSum of Mean df Squares Square - I Trea trent (Culture water Control, (cal. ) Dredged Material t-1-3 3.33 1.11 1.21 ns, Dredged Material - Sample C) co FIt . lle B, Dredged Material - Sampas compared _._ 4. 7 tot CtiOC tk = 0.05, t(r-1)-8 7. 33 0.92 numerator i Total df - 3, and v [r-1=11 10.67 denominator � of - 8 -11- f i Results of the ANOVA ' s of survival data for all species (Tables 1 , 2 , and 3 ) indicate no statistically significant differences (a = 0 . 05 ) in survival of organisms exposed to culture water control and 1008 liquid phase of dredged material . Therefore , it is concluded that the liquid phase _ of the dredged material is ecologically acceptable for Aoceanic discharge . ) _ J 1 _ 3 . 1 . 2 Suspended Particulate Phase Bioassays Data produced by suspended particulate phase -bioassays - with copepods , mysid shrimp , and Atlantic silversides are presented in , respectively, Tables B4 , B5 , and B6 (Appendix B ) . All species were relatively resistant to the suspended par- ticulate phase , e .g . , mean survival of organisms exposed for 96 hr to 1008 phase was 80 . 0-90 . 08 ( copepods ) , 83 . 3-86 . 78 (mysid shrimp) , and 86 . 7-93 . 38 (Atlantic silversides ) . Analyses of survival data for copepods , mysid shrimp , and Atlantic silversides exposed for 96 hr to culture water control and 1008 suspended particulate phase of dredged material are presented in Tables 4-6 , respectively . Mean survival of all species exposed to culture water control was greater than 908 , thereby allowing further analyses of data. 1Paragraph 28 , page D13 , Appendix D of the EPA and COE manual for dredged material ( U . S . EPA and J .S . Army COE , 1977 ) specifies that "when no differences are detected between control and test survival after 96 hr , the analysis may be considered complete at this point with no indication of potential impact of the liquid (or suspended particulate ) phase if the proposed disposal operation occurs . " Thus , further analyses relating to LC50 ' s and associated confidence intervals , LPC ' s , and environmental concentrations of the phase are not warranted . -12- Taole /. Analysis of survival data for copepods, Acart is tonsa, -xp osed for 96 hr to culture water control and 1008 suspended particulate pnase oc dredged material •l� Step 1. Survival Data (From Table 94) Number of Survivors Treatment (t) : Culture Dredged Dradced Dredged Water Material - atria PepLlcace (c) Control Material - material Sample A Sample 0 Sample C 2 9 9 10 10 9 3 10 6 8 ' 10 9 B Mean (x) : 9.67(96.75) 8.00(80.08) 9.00(90.08) 9.00(90.08) Step 2. Cochran's Test for Homogeneity of variances of Survival Data - -� Number of Survivors Treatment ( t) Mean (x) variance(s2) Culture 'dater Control 9.67 0.33 Dredged Material - Sample A 8.00 3.00 Dredged Material - Sample B 9.00 1.00 Dredged Material - Sample C 9.00 1.00 S s2(max. ) 3.00 C(cal. ) Ls2 = 5.33 0.56 as, i as compared to: Crtab. ) = 0.77 for a - 0.05, k = 4, and v 2 Step 3. Parametric One-Way Analvsis of Vari-nc- (ANOVA) of Survival Data a+ Sum of Mean Source of Variation df _ Squares Square F (Cal. ) Treatment (Calture Water Control , t-1�3 4. 25 1. 42 Oredged Material - Sample A, 1.06 ns, Dredged Material - Sample 0, as compared Dredged Material - Sample C) to F1rat. ) _ = 4.U7 for .. = 0.05, Error t(r-1)-810.67 1 .33 df - 3, and . 1 Total tr-1=11 14.92 denominator 1 df = 9 .. II -13- Te61e 5. Anelvsla of survival data for mysid shrimpNeom en gy ' e americana, expo=_ed for 96 h p ded parti_u.ate pnz3e of area r culture water control and 1008 sus geo materia_ -'d I Step 1. Survival Data (From Table 85) Number of Survivors Treatmentt ( ) : Culture Dredged Dredged Water Material - g Dredged . Replicate (r) Control Sam Materia Sample A Sample - Material e 8 Sample C 9 7 1 2 9 g 10 10 8 3 108 8 8 9 Mean • x , 1 I 9.67(95.72) 8.67(86.78) 8.33(83.32) 8.67(86.7 Step 2. Cochran's Test for Homoqeneity of variances of Survival Data Number of Survivors Treatment (t) - - Mean (x) Variance(s2) Culture Water Control 9.67 0.33 • Dredged Material - Sample A 8,67 2.33 Dredged Material - Sample B 8.33 0.33 Dredged Material - Sample C 8.67 0.33 - - - - - - - - - - - - - - - - - - - - c.� C(cal. ) sc(max. ) = 2. 33- 5 3.32 0.70 ns, as compared to: C(tab. ) ' 0.77 for a - 0.05, k - 4, and v • 2 Step 3. Parametric One-way Analysis of Variance ANOVA) Of Survival Data Sum of Mean df Source of Variation Squares Square F(cal. ) Treatment (Culture Water Control, t-1=3 3.00 1.00 1. Dredged Material - Sample A, 20 ns, Dredged Material - Sample B, as compare: i Dredged Material - Sample C) to F( tao. ) = 4.07 for T n = 0.05, Error t(r-1)=8 6.67 0.83 numerator of - 3, anc Total tr-1=11 9,67 denominator ry d' 8 .able 6. Analysis of survival data for Atlantic silversides, Menidia ner.idia, exposes for to culture water control end 1008 suspended particulate phase oc oredgeo material Ste 1. Step Survival Data ( From Table B6) Number of Survivors `— .ceatment (t) : Culture Dredged Dredged Dredged Water Material - Material - Material Pepllcate (r) Control Sample A Sample B Sample C 1 10 9 8 9 Y 2 10 9 9 9 3 10 10 9 10 Mean (x) : 10.00(100.08) 9.33(93.38) 8.67(86.78) 9.33(93.3%)— Step 2. Coc_h_ran's Test for Homoaeneity of Variances of Survival Data i Number of Survivors Treatment (t) Mean (x) Variance(s2) Culture water Control 10.00 0.00 y, Dredged Material - Sample A 9.33 0.3,3 p Dredged Material - Sample B 8.67 C.33 —•I�' Dredged Material - Sample C 9.33 0.33 - - - - - - s = 0.33 ns, 2(max 1 = 0 33 Clcal. l _s2 0.99 " as compared to: C(tab.) = 0.77 for ¢ = 0.05, k 4, and v 2 Step 3. Parametric One-Way Analysis of Variance (ANOVA` of Survival Data Sum of Mean Source of Variation df Squares Square Treatment (Culture Water Control , t-1-3 2.67 0.89 3.56 ns, as comparec F Dredged Material - Sample A, to F • Dredged Material - Sample B) = 4 .0 7 for Dredged Material - Sample C) 0.05, t(r-l)-8 2.00 0.25 - df 3, and denominator Total tr-1=11 4.67 df 8 P.i 1 i 1 ' _,A Survival data for the three species (Tables 4 , 5 , and 6 ) indicate no statistically significant differences (cz = U .OS) � . in survival of organisms exposed to culture water control and 1008 suspended particulate phase of dredged material . Therefore , it is concluded that the suspended particulate �. phase of the dredged material is ecologically acceptable for oceanic discharge. 3 . 2 Solid Phase Bioassays "Y4i '^ Solid phase bioassays , unlike liquid and suspended particulate phase tests , are analyzed almost exclusively according to statistical techniques. The concepts of prelim- inary comparison of survival of ecntrol and test animals, L LC50 ' s and related confidence intervals , quantitative LPC ' s , l fate of discharged and models of environmentamaterial are 1 Y not applicable. ioassa s with grass Data enerated by solid phase b Y 9 able B7 shrimp, hard clams , and sandworms are presented in Ta 1 (Appendix B ) . Mean survival of organisms exposed for 10 days , .a to dredged material was 85 . 0-93 . 08 (grass shrimp) , 92 . 0-97 .08 p (hard clams) , and 89 .0-92 . 08 (sandworms ) . Analysis Of total (combined ) survival data for the three ( l (culture ) sediment , species exposed for 10 days to contro reference (disposal-site) sediment , and the solid phase o£ the dredged material is presented in Table 7 . Mean survival neater than 908 , of control 0 thus allowing a organism was 9 - and a evaluation of data from tests with reference erence se d invent dredged material. These data exhibited homogeneous variances (Cochran' s test) , thereby permitting a parametric one-way ANOVA to be performed with nontra nsformed data. The ANOVA -16- r _ Taole 7, Analyals of total (combined) survival data for grass shrimp ( Palaemonetes ougiO) , hard clam■ (Me rcenar la marcenari a) , and sand wrms (tier eis vi rens) exposed for 10 days to control Ieulture) amt, reference (disposal-site) sediment, and solid phase of dredged material •,�, Step 1. Total Survival Data (From Table E7) Total Number of Survivors Treatment (t) i Reference Control ;Disposal- Dredged Dredged Dredged lap,I- (Culture) Site) Material - Material - Material - c'te Ir) Sediment Sediment Sample A Sample B Sample C I 59 1 56 54 54 56 2 59 1 57 55 56 52 3 59 1 54 55 56 53 A 57 55 54 57 55 y9 5 58 57 54 56 56 •� mean (a) l 58.40(97.39) 55.80(93:08) 54.40(90.78) 55.80(S3.08) 54.40(90.78) -� Step 2. Cochran's Test for Homogeneity of Variances of Total Survival Data •�� Number of Survivors ) � Treatment (t) Mean (x) Variance(52) Reference (Disposal-Site) Sediment 55.80 1.70 Dredged Material - Sample A 54.40 0.30 ! Dredged Material - Sample B 55.30 1.20 ! Dredged Material - Sample C 54.40 3.30 - - - - - - - - - - - - - - - - - - - - - - - - - C s2(max. ) 3 .3C 0.51 ns, (cal. l �'s2 6.50 as compared to: C(tab.) 0.63 for a 0.05, it - 4, and v 4 Step 3. Parametric One-WayParametric One-WayAnalysi5 of Variance (ANOVA) Of Total Survival Data Variance (ANOVA) Of Total Survival Data Sum of Mean Source of Variation df Squares Square F(cal. ) Treatment ( Reference Sediment, t-1.3 9.80 3.27 2.01 ns, as compared Dredged Material - Sample A, tp F -ab. ) Dredged Material - Sample B = 3. ( d nor Dredged Material - Sample C) a a 0.05, numerator Crror t(r-1)-16 26.00 1.63 - df - 3, and denominator Total tr-1-19 35.80 of - 16 i indicates no statistically significant difference ( rY = 0 . 05 ) I _ in survival of animals exposed to reference sediment and I dredged material . Therefore , is is concluded that .the solid a phase of the dredged material is ecologically acceptable for discharge to .the Boston Dump Site . l i J. 3 . i ? lParagraph 37 , page F17 , Appendix F of the EPA and COE v � manual for dredged material ( U . S . EPA and U. S . COE , 1977 ) states that a solid phase has "real potential for causing environmentally unacceptable impacts on benthic organisms i (only if ] difference in mean survival between animals in the control and test sediments is statistically significant and (emphasis added] greater than 10 percent . " i � I I lg I 4 . REFERENCES I U.S. Environmental Protection Agency. 1977 . Ocean dumping . Final revision of regulations and criteria . Fed . Reg . 42 ( 7 ) : 2462-2490 . U. S. Environmental Protection Agency. 1978 . Bioassay procedures for the ocean disposal permit program. Environmental Research Laboratory , Office of Research and Development , U. S . Environmental Protection Agency , Gulf Breeze , Florida. 122 PP• ' t U. S . Environmental Protection Agency and U.S . Army Corps of -� Engineers . 1977 . Ecological evaluation of proposed 1 discharge of dredged material into ocean waters . Implementation Manual for Section 103 of PL-92-532 . Environmental Effects Laboratory , U .S . Army Engineer Waterways Experiment Station , Vicksburg , Mississippi . Second printing , April 1978 . r I I t i 19 APPENDIX A LABORATORY P30CEDURES FOR PREPARING DREDGED MATERIAL AND CONDUCTING BIOASSAYS' Date/Time Certif'_cation❑ of Performance of Prdc of Implemen- tation of Aquatic Laooratory Divis, Procedure Procedure Toxicologist D'_:ector Dire�u. 1 . store control sediment T.�.)ccJ(co„t) (CS) , reference sediment CS 11;5/79 (RS) , and 3 samples of ^ dredged sediment (Ds) fi5 11/1/79 ^ ^ at 2-4^ C In separate ' containers. Mix sedi- Ds 10/30/79 mens In each container as thoroughly as possible. Sclid-phase Bioassays Bioassays must be initiated by November 13, 1979 (2 weeks after October 30, 1979, earliest date of sediment collection) . — Do not be concerned with sophisticated photoperiod. Maintain dissolved oxygen in aquaria at >4 ppm. Cover aquaria to prevent salinity changes. 2. Remove CS and RS from storage and wet sieve through 1-mm mesh into sc admits containers. ^ '• Uee minimum volume of Rs 11/2 0800 ' artificial sea water ^ 1AS'd) of salinity CS 11/6 0800 30 ppt for sieving put- _ motes. Place nonliving material remaining on sieve in appropriate �y7'T containers. p 3. Mix CS and RS in ^ respective containers RS 11/2 0900 V and allow to settle ^ ^ � for 6 hr. CS 11/6 0900 T 4. Decant ASW and mix RS 11/2 1500 ^ ^ 111 CS and RS as thoroughly Cs 11/6 1500 as possible. j . 5. Assign treatments (Cs, RS, 3 samples of DS) and replicates (5 r pec 11/7 0800 treatment) to aquaria. _.._ 5. Randomly position aquaria (25) in environ- mental chamber maintained at 20�1'C. llZ7 0800 a COPY of the work This document. is sheet that was used durinq the evaluation. e The document differs from the 'work sheet in that dates/times app? in [Peed form and Icertifications were added at a single time after the dates/times were ee typed. u . I Labcratory Procedures (Continued) ■ Date/Time Certifications of Performance of Proceu J of Implemen- tation of Aouatic Laboratory Divisic, Procedure Procedure Toxicologist Director Director 7. Partially fill aquaria .•<< .! w 11/7 1000 with ASU. 8. Place 30 mm of CS in 5 control aquaria. Place 30 mm of RS in each i remaining aquarium. Fill " 11 let aquarium to -10 mm, / then 2nd aquarium to 11/7 1030 ^10 mm, , and finally 25th aquarium to -10 mm. .X"' ` Repeat sequence until aquaria are filled to •V_ � -20 mm. Repeat sequence acain until aquaria are . I filled to -30 mm. This procedure will help to ensure that CS and RS in all aquaria are homogeneous. I Store remainino CS and RS at 2-4'C for later use. 9. Replace ASW 1 hr after CS and RS have been added to aquaria. Do not dis- 11/7 1130 turb sediment during replacement. 10. Select 500 hard clams tram holding tanks and randomly distribute into 25 finger bowls. Follow 11,'7 1300 same procedure for sandworms. 11. Randomly distribute content3 of each set of " •• 25 finger bowls into 11/7 1400 i 25 aquaria. I� 12. if necessary, replace 758 of ASW 24 hr after .. •� animals are introduced not necessary ;} into aquaria. S U. Acclimate animals for " 48 hr. During this time period, remove dead animals and replace with 11/7-11/9 I' live animals. 1 , r -- is Laboratory Procedures (Continued) I , I Cate/Time Certifications of Pe norma r.ce of Of :mplemen- - Procedure talion of Aquatic Laboratory 7rc cedure Toxicolo ist Di•:ision i - - Procedure g' Director Director 1�. During acclimation period, romove appro- priate volumes of 3 samples of CS from - Storage and vet-sieve 11/8 0900 » Ieach sample through " A 1-mm mesh into separate r containers. Use minimum volume of ASW for sieving i purposes. Place nonliving material remaining on ik4-1 sieves In containers. _ - i � r 15. Nix 3 samples of DS in respective containers and allow to settle for 11/8 0920 6 hr. " 16. Decant ASW and mix i3 samples of DS as thoroughly as possible. 11/8 1530 r i17. Place 15 mm of appro- priate sample of DS in all but control and reference ' aquaria. Employ basic 11/9 0900 •• » strategy identified in In Step B. { 1 18. Remove remaining CS and 11 RS from storage. Warm to test temperature ( 201"C) . Add 15 mm of CS to control aquarium and IS mm of RS tc r^ference aquarium. 11/9 0930 , Employ basic strategy " identified in Step 8. i j 19. Replace 758 of ASW 1 hr after addition of 3 samples of DS and final addition of CS 11/9 1070 and RS. Y�1 20. Select 500 grass shrimp from holding tank and randomly distribute 11/9 1200 •• " ' into 25 finger bowls. " i ) • III I � j :� !1� •.t , Laoprat0ryProcedures (Continued) Date/Time Certifications of Performance of Procedure i�t !, of r+ implemen- tation of Aquatic Laboratory�•� Ulvision:rocedure Procedure - Toxicologist Director Dir=trot �s x:7,5.•.• 7T, for each spe Clea _Copepod 11/8 /y tested, randomly position aq u e rt a/crystelllzlnq Mysid shrimp 11/5 dishes in environmental ^ " ch ober maintained at Silverside . 11/8 IiA; 28. Estaoliah appropriate Cooepod 11/8 concentrations of control vater and suspended oar- Mysid shrimo 11/5 ^ " ��•: ticulate phase of each ^ ^ sample of DS in aquaria/ Silverside 11/8 crystallizing dishes. 29. Randomly distribute Con_ e_cod 11/8 ^ ^ 10 :ndlviduals of each ^ ^ species into each Mysid shrimp 11/5 " aquarium/cryatallizinq dish. Cover aquaria/ Silverside 11/8 , dishes. F, . r 30. Monitor the following variables: 6 At start and end of i96-hr testinq period • Salinity, Copepod 11/8 , temperature, Start dissolved of Mysid shrimp 11/5 - •• , oxygen, and test ! pH in each Silverside 11/8 • i aquarium/ crystallizing Copeood 11/12 ^ I dish (record End in log book) . of Mysid shrimp 11/9 ^ test Silverside 11/12 •• ^ Durina 96-hr testing period + Survival Start Of X " ^ (record test (0 hr) j in log book) 4 hr X " ^ 8 hr X 24 hr X 48 hr X ^ ^ i 72 hr X I End of test + ' (96 hr) X ' I i L w. L44moraorl Vcocedurts (Continued) Date/Time Certifications of Performance of Procedure of implemen- tation of Aquatic Laboratory Division Procedure Procedure Toxicologist Director Director Liquid-Pha!;e Bioassays 110assays must be in I t iatQd by November 13, 1979 ( 2 weeks after October 30 , 1979 date of dredged-iediment collection) . Maintain 14-hr light pnotoperlQd with cool-mite fluorescent bulbs mounted approximately 0.5-1 m above tops of aquaria. Maintain dissolved oxygen in aquaria at >4 pom. Cover aquaria to prevent dallnity changes. )1. hepato 3 liquid-phase samples. railow procedures In apps ndlx It of EPA/COE tjrvlesentatlon Manual. in p4ct Icular i 6 Clean laboratory 11sag,lare, filtration oquipl"nt, and filters 10/30-11/13 to 0 Remove from storage AVropriatt volumes a I S&APIGS of OS. MIX each I&Pplt as thor"hly as poe- Le"i sl4it. Combine with "M in 114 ratio by Cocepod volume. Shake on 11/7-11/13 automatic shaker for 70 *in at 100 ascii- My 3 1 lad shrimo Edon a/3 1 n. Do not �-ll 13 allow disaolv*d oxygen to reach zero. Settle Silverside for I tor. Collect 77-7-11 13 supernatant and filter (centrifugation may be toployttl If needed to expedite filtration process) . Discard first so %I Of filtrate passed through each filter. Collect remainder of 11. login liquid phase bloassays as soon as Cooeood it/1: sufficient liquid phase Is prepared. Store Mysid shrimo 11/12 Initial volumes of liquid pnaso at 2-4'C. Combine Silverside 11/13 all volumes prior to use In bloassays. 33. for each species _ .-_-- tested (copopod, mysId shrimp, and Atlantic Copepod 11/13 silverside, assign t-a tments (culture-water Mysid 3hrims 11/13 control (1001 AS-41 ; 101, 501, 1001 liquid phase Silverside 11/13 Of tech sample of DS) and replicates 13 r per t:qatmantl to aquaria/ crystallizing dishes. jLaboratory Procedures (( cinued) Date/Time Certifications of Performance of Procedu- - of implemen- tation of Aquatic Laboratory Division Procedure Procedure Toxicologist Director Director x 21 . Randomly distribute contents of finger bowls Into 25 aquaria. 11/9 1300 " 1 22. Perform the follow- Ing activities: 1 Every day after introduction oC gra33 Snrlm0 into aquaria ` • Record salinity, temperature, di3solved oxygen, and pH Day 1 11/10 in each aquarium (record in log Day 2 I1/11 ^ book) Day 3 11/12 • Record obvious mortality, fur- Day 4 11/13 ^ mation of tubes or burrows, and Day 5 11/14 unusual behavior patterns of Day 6 11/15 " animals (record - '� in log book) Day 7 11/16 " Day 8 11/17 " Day 9 11/18 11 0 Day 10 11/19 9: .I ! � Ever-, 2 days after addition of 3 samcles of DS and :final addition 19! of CS and 35 into aquaria 4 • Replace 751 of ASW Day 2 11/11 Day 4 11/13 " Day 6 11/15 ' Day -8 11/17 j 23. At end of 10-day � .� testing period, sieve J sediment in each aquarium r through 0.5-mm screen. 11/19 1 Count live animals. I Note sublethal responses. 1 .^+e•stir,' Laboratory Procedures (Continued) i rt i'; Late/Time Certifications of Performance of procem. � of Implemen- tation of Aquatic Laboratory Di.visi x, If .i: i . V;.,. Procedure Procedure Toxicologist Director Lit ec for Suspended-Particulate-Phase 8icassays �lr ,'; �1!1''• Bioassays must be initiated by November 13, 1979 ( 2 weeks after October JU, 1979, date of dredged-sediment collection) . Maintain 14-hr light photoperiod with cool-whits fluorescent bulbs mounted approximately 0.5-1 m. ab0ve tops of � aquaria. Maintain dissolved oxygen in aquaria at >4 ppm. Cover aquaria to'1 " : prevent salinity changes. Prepare 3 suspended- particulate-phase samples. rollov procedures in ('�r•1:' appendix B of EPR/COE ry. .. Iaryla.•nucicn Manual. '•,� in particulari a Clean laboratory glassware thoroughly 10/71-11/13 ^ • 1!eeove from storage appropriate volumes of 3 samples of DS. Cooeocd Mix each sample as iU/-3-1-11/8 ^ thoroughly as possi- ble, Combine with Mvsid shrimp ASM In li/ ratio by 10/31-11/5 ^ volume. Shake on automatic shaker for Silverside 'a 30 min at 100 oscilla- 10/31-11/8 ^ tions/min. Do not allow dissolved oxygen to reach zero, Settle .' for 1 hr. Collect _ supernatant. 25. Begin suspended- ^ particulate-phase bloassa s as soon as Coos od 11 '8 - Y P i sufficient suspended particulate phase is M'fsid shrimp 11/5 " I1 prepared. Store " ^ .JJslllll initial volumes of Silverside 11/8 P sus ended articulate P ' phase at 2-4•C. Com- bine all volumes prior _ to use in bioassays. 1gg raA 26, For each species i 9+ tested (copepod , mysid _ shrimp, and Atlantic Copepod 11/8 silverside, assign ^ f treatments (culture- Mysid shrimp 11/5 water ccntrol (1008 ASND ; 109, 501, 100% Silverside 11/8 " suspended particulate phase of each sample of •( DS) and replicates (3 r per treatment) to aquaria/ as crystallizing dishes. ` l9 •�!!':• f.a twra wry Drocedurec 3onU nued) �. '.t. . Date/Time Certifications of Performance of Procedure of Implemen- tation of Aquatic Laboratory Division Procedure Procedure Toxicologist Director Director 'Y ' 14. for each a cies Co e od 11/13 teeced, randoms position nPr• Y aquarl&/crystall(zing Mysid shrimp 11/13 " Y p dtahe& In environmental chamber Maintained at Silverside 11/13 ^ • 10.1'C. • 15. Establish appropriate C_o_oepod 11/13 ^ concentrations of control •: i va ear and 1lGuld phase Mysid shrimp l/13 ^ of each ■ample of DS in !i &quarte/cryatalling Silverside 11/13 ^ dIShe$. 16. P_andomly distribute Copepod 11/13- " .� 10 individuals of each - eP"ctes into each Mysid shrimp 11/13 ^ aquarium/crystallizing dish. Cover aquaria/ Silverside 11/13 '• dishes. 1 { 11 . Monitor the following ....99 varlablemi _ At start and end of b-nr testing period e Salinity, Copepod 11/13 ^ temperature, Start ^ ^ dissolved of Mysid shrimo 11/13 ; oxygen, and test pH in each Silverside 11/13 aquarium/ crystallizing Cooepod 11/17 ' '11 dish (record End 1 J in log book) . of Mysid shrinD 11/17 test _ Silverside 11/17 ^ During 96-hr testing o_ eriod e Survival Start of X (record test (0 hr) inj book) book) ^ ^ 4 hr X 8 hr X j 24 hr X 48 hr X 72 hr X " End of test (96 hr) X " aj APPENDIX B ,'�4. Unanalyzedbioassay-related data are presented according if'y[{{�>;i: to the following sequence - liquid phase bioassays , suspended particulate phase bioassays , and solid phase bioassays. i i 'moi . t� K '�4b3® .a4.` (Continued ) .1fs�M}'�fSdL�lnt Repli- Number of Survivors g: q` 7 %ISa> More Cate h( ltlon) ( r ) 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr. 96 hr ,QAP9�a1particulate phase c v� ') r;C"fCQ70d 1 10 10 10 10 10 '_o 9 2 10 10 10 9 9 0 9 f �� ;rh�diQl� A 3 10 10 10 10 10 10 10 � Mean ( x ) : 9 . 33 ( 93 . 38 ) 10 10 10 9 9 9 8 2 10 10 10 9 9 9 9 3 10 10 10 10 10 10 9 , Mean ( x ) 8 . 67 ( 86. 7% ) [7?gIId 1 10 10 to 10 to 10 9 • 4''"r;:L;' Ysat�t101 - 2 10 10 '_o 9 9 9 9. �atrplO, C 3 10 10 10 10 10 10 10 ��j�5 „ )a, 1, ) a Mean (x ) : 9 . 33 ( 93 . 38 ) •dloanaaye were conducted at 20+1 ° C in 19-1 aquaria . A 14-hr ic•r,'.i).�ht (1200 uw/cm2 at surface of aquaria ) and 10-hr dark photo- won maintained with cool-white fluorescent bulbs . 'Pest media Mr'i info efratad. Dissolved oxygen concentrations in the media ranged 4 -,'?•(tCZ 4 .1-6. 7 m1/1 at the start of the bioassays to 5 . 2-7 . 1 ml/lat ht;lill4Q QM of the tests . pH varied from 7 . 7-8 . 4 ( start of bioassays) k� 1 ,ktE91•6-8.3 (end of bioassays ) . Salinity was maintained at 30 ppt. ln 1 L i •� 'r c sd . Results of suspended particulate phase bioassays with "h 9onL1C allversides , hlenidia menidiaa c� + Oataent Rep1i- Number of Survivors L h L •T�... �+M (qxpOsure care ;t-,'. Cunclltion) ( r ) 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr 96 hr vro voter 1 10 10 10 10 10 10 10 ' i 2 10 10 10 10 10 10 10�'a1;,?1.,��3 L L t 3 10 10 10 10 10 10 10 Mean ( x ) : 10 . 00 ( 100 .0 gYepanded particulate phase �,•. rSYr': Ct ods od 1 10 10 10 10 10 10 10 r•. ;' 1 •lM;�`:r:,. oa t o n a l - 2 10 10 i 0 10 10 10 9 !' r•- a 9amplo A 3 10 10 10 10 10 10 10 " Dtodged 1 10 10 10 10 10 10 le ^/ ; ' o-atoria1 - 2 10 10 10 10 10 10 9 ssm le B 3 10 10 10 10 10 10 10 P Dredged 1 10 10 10 10 10 9 9 i Pat oria1 - 2 10 10 10 10 10 9 9 sample C 3 10 10 10 10 10 9 8 yr suspended particulate phase c Drodged 1 10 10 10 8 8 8 8 anterial - 2 10 10 10 10 10 1.0 10 Sample A 3 10 10 10 9 9 9 8 a, Drodged 1 10 10 10 9 9 9 9 material - 2 10 10 10 10 1010 9 Sample B 3 10 10 10 10 10 10 10 Dredged 1 10 10 10 10 10 10 10 material - 2 10 10 10 10 10 10 10 I) `,:A Sample C 3 10 10 10 10 10 10 10 I j . 141 ♦<I��.✓Sir .�'t� ,1 . (Continued ) t�IhJSUI"nt Repli- Number of Survivors pCAUre Cate -- a ttton) ( r) 0 hr 4 hr 8 hr 24 hr 46 hr 7., hr 96 hr tY. ndod particulate phase 1 t Kr>rs,✓ ,: ;;��^ �; � ,w,fpw.,L'K4•�79d 1 10 10 10 8 8 7 7 2 10 10 10 10 10 10 10 $ .A 3 10 10 10 10 9 9 9 ; r �z1 Mean ( x ) : 8 . 67 ( 86 . 78 t , a�} ait;' b^Sdjad 1 10 10 10 9 9 9 9 2 10 10 10 10 10 9 8 ti µw�r`xV. i,� lo 8 3 10 10 9 9 9 8 8 Mean ( x ) 8 . 33 ( 83 . 33 F4 'L^caC*!od 1 10 10 10 9 9 9 9 ). ,'ty. irG : i !t r;:e"9t9vial - 2 10 10 10 10 10 8 8 1 rffyC �•Y� j le C. 3 10 10 10 10 10 10 9 � y 4rFf} ��ja� Y{ x Mean ( x ) 8 . 67 ( 86 . 78 y a elOaoeeys were conducted at 2G+1 "C in 200-m1 crystallizing (Stll.�2s.-` Animals were fed live 48-hr-old Arteria ( brine s.rimp ) ti, .{ Wthh;�111 at a rate of -1 ml of culture/dish/day. A 14-hr light l'i ( CtJ`. ;1"'ldQ0 4v/Cm2 at surface of dishes ) and 10-hr dark photoperiod tRalntained with cool-white fluorescent bulbs . fest media were rated. Dissolved oxygen concentrations in the .media ranged 3.9-6. 7 ml/1 at the start of the bioassays ,to 5 . 8-7 . 1 ml/1 at 4R0 of the tests . pH varied from 7 . 6-8 . 2 ( start of bioassays ) �J-0.4 (end of bioassays ) . Salinity was maintained at 30 ppt . :nvie, , i �.i�l tCV:11Y fyr�r1 �/ tl/ YyYu� �4 4�yyyy,�`{:SJ fF� Ail �1t 1 J. t�� „a. u310 mS. Aenults of suspended particulate phase bioassays with ”, yF; ' ld shrimp, Neomysis americanaa zs J 1-t etaent Re 1 i- P Number of Survivors 'i;, .�� ;(Saposure tate (ti +vf f;if ;',.;'• ' 00ndition) ( r ) 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr 96 hr q QW ter 1 '_0 10 10 10 10 9 9 3 1 irr.� 2 10 10 10 i 0 10 10 10 10 10 10 10 10 10 10 Mean ( x ) ; 9 . 67 ( 96 . 7% g1�j' " 4101 ponded particulate phase Vv dg ad 10 10 1.0 10 10 10 t0 �t x6:. � 10 10 10 9 9 9 "" "t''ps' ":r''`+• S M l e A 3 10 10 10 10 10 10 i o ad CCQ� 1 10 10 10 10 10 10 10 ffi�• 'i• '�YAS• l 10 10 1 0 9 9 8 8 .„ .1-,.Uirp l e B 3 10 10 10 10 10 10 10 rfi9��Ir� :n, OTtd9ad 1 10 10 10 9 9 9 9 t , xDAtoria1 - 2 10 10 10 9 9 9 9 u� nrr?r°a !lh�s�lo C 3 10 10 10 10 10 10 9 ' j 'Fr , r1 a: 1 , �q_%--eu p-Qnded particulate phase '! ;'Qttd9ed 1 10 to 10 10 10 10 10 .� •;;N,l, e.ataria1 - 2 10 io 10 10 9 8 7 i ;1i;M14fl{ey� �S; 9=ple A 3 10 i0 10 8 8 8 8 10 10 10 10 10 10 10 I't� ' `''rPrs- a �o-aterial - 2 .10 10 10 10 10 d0 to � ' •v(�e4 w iDErrsple B 3 10 . 10 10 10 9 9 . 9 (wo Dia id 1 10 10 10 9 9 9 9 �rr ` a+aterial - 2 10 10 10 9 9 9 9 C 3 10 10 10 10 10 10 10 tI '1 }s it •r.+ ; " ti.TOt+la D6. (Continued ) A } • vjjT:• . `T[eatzent Repli- Number of Survivors sure Cate , 1! 'Oeesdltlon) ( r ) 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr. 96 hr *us ptnded particulate phase r} } % r' •i �tvcdj0d 1 10 10 10 10 10 9 9 1 / t' Mlsterla1 -- 2 10 10 10 9 9 9 9 1 •Y �,.r,y � 4�?R♦fy 9ta91a A 3 1,0 10 10 8 8 6 6 s ¢ a01.1r{;:!(`!`r '..;' Mean ( x ) 8 . 00 ( 80 . 08 ) �. rqsi 5�;'�taQ'p od 1 10 10 10' 10 10 10 - 10 • r aaLQ[1al - 2 10 10 10 9 9 8 8 a 3 10 10 10 10 10 9 9 Mean ( X ) : 9 . 00 ( 90 . 0% ) p40 1 10 10 10 10 10 9 9 1r7IT,j{A18C1CS01 - 2 10 10 10 10 10 10 10 { ' 3ut'w (�yJ? Stplm C. 3 10 10 9 9 9 8 8 Sean ( X ) 9 . 00 ( 90 . 0% ) b+w '( I loassayn were conducted at 20+1'C in 200-m1 crystallizinq , r:r A 11-hr light (1200 Uw/cm2 at surface of dishes ) and �S'2•hCdark photoperiod was maintained with cool-white fluorescent ,"(yP;) blbe. ' Tact media were not aerated . Dissolved oxygen concentrations x b '1iAhe "dla ranged from 4 . 4-7 . 1 ml/l at the start of the bioassays to' 01/1 at the end of the tests . pH varied from 7 . 6-8 . 4 +f2i'rt'atat6 'Of bioassays) to 8 . 1-9 . 3 (end of bioassays) . Salinity was ,k �dh3Ubtalned at 30 ppt . i w a - S n lyr {y , t1 it II i ��I Il.y. �°•' r•4'h01® E1 . Roaulta of suspended particulate phase bioassays with n °'`r`' "..�;.CQq�pCda, Acartia tonsaa _e f IA • � atTt4nt P.epl i- Number of Survivors u r a Cate COTOItlon) ( r ) 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr 96 hr t 1ti:r{ ► �Ub•1' eater 1 10 10 10 10 9 9 9 2 10 10 io 10 10 10 10 dkj�` '+I 13 10 10 10 1.0 10 10 10 a 5 ' ikU i1uJa, nw,^'v = { I Mean ( x ) : 9 . 67 ( 96 . 7 ; I I t i ndad particulate hase 2 10 10 10 10 10 10 1.0 {eM1. ;t`]f? 4a�rp10 A 3 10 10 10 10 9 9 8 rr 'T; ,,. • .,. k3 rDtadgad 1 10 10 10 10 9 9 9 * :S i -: "OAtarlal - 2 10 10 10 10 10 10 10 3 10 10 10 10 10 10 10 •, ,�ratan ��' 4 i�l r i� Of&C49 ad 1 10 10 10 9 9 9 9 _� �'•. aatarlal - 2 10 10 10 10 10 9 9 Stay C 3 10 10 10 10 10 10 9 r' r i I a r.5•UI Quopondod particulate phase y,QiadQad 1 10 10 10 10 10 10 10 },�'� ��•�i11r4,J } -Imatarial - 2 10 10 10 9 9 8 8 t:staple A 3 10 10 10 10 10 9 9 1 i �1`I"y�° Qtcdy ad 1 10 10 10 10 9 6 6 ^„,e►ntarlal - 2 10 10 to 10 10 lo• 10 B 3 10 10 10 10 10 9 9 t;4 yt adged 1 10 10 10 8 8 7 7 Ma.1terlal - 2 10 10 10 10 10 10 io sample C 3 10 10 10 10 10 10 10 Ar�� # �4 4��'�•�s�"SII r iS pRra I ytiS k` ff'Ir� I�- i R,y , '';' TaDle l♦J. (Continued ) 14 y , k� Veateent Aepli- Number of Survivors , ) I 11 Agxpoouro cote Condition) ( r) 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr 96 hr it � �,4:.(�.`�. Afv!�is , 1441 liquid phaseb e49od 1 10 10 10 10 10 10 10 materlal - 2 10 10 10 10 10 10 10 g',,8asplo A 3 10 10 10 10 10 10 10 Mean ( x ) : 10 . 00 ( 100 . 0 N lnlill.. a�,; •,, Dredged 1 10 10 10 io 1010 10 (o.f mAterlal - 2 10 10 i0 10 10 9 9 ;Or, �natplo B 3 10 10 1C 10 10 10 10 tti Fn1f+i i4 Mean ( x ) : 9 . 67 ( 96 . 7€ l l . Dredged 1 10 10 10 10 10 10 9 nattri fitnpleaC 3 10 10 10 10 10 10 10 )1 4�rt J Mean ( x ) : 8 . 67 ( 86 . 7 iBloassays were conducted at 20+1 °C in 19-1 aquaria . A 14-hr � ;�:• ". : 119A[ (^1200 uw/cm2 at surface of aeuaria) and 10-hr dark photo- riod was maintained with cool-white fluorescent bulbs . Test media r.: `ire aerated. Dissolved oxygen concentrations in the media ranged 6 . 2-6. 9 ml/1 at the start of the bioassays to 6 . 3-6 . 9 ml/1 at s " ( 4k the end of the tests . pH varied from 7 . 4-8 . 3 ( start of bioassays) x`!0 '7#0-8.1 (end of bioassays) . Salinity was maintained at 30 ppt. ;lire •'Y''. l P • i3Ya�ii;. f l cii+S �I'` Tible B3. Results of liquid phase bioassays with Atlantic •l1Versides, Menidia menidia a „ ` Treatment Repli- Number of Survivors •Y ' '�' ( Exposure cate Condition) ( r) ' 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr 96 hr �7 Culture water 1 10 10 8 8 8 8 8 �:V:?,'t ntro 2 10 10 10 l0 10 10 10 3 10 10 10 10 10 9 9 Mean ( x ) 9 . 00 ( 90 . 01 !quid phase Dredged 1 10 10 10 10 9 8 7 material - 2 10 10 10 10 10 10 10 i tij�k c, Sample A 3 10 10 10 10 9 8 8 Dredged 1 10 10 1010 LO 10 10 � material - 2 10 10 9 8 8 7 7 Sample B 3 10 10 10 10 10 10 10 }1 Dredged 1 10 10 10 10 9 8 8 material - 2 10 10 10 10 10 10 10 Sample C 3 10 10 9 9 9 8 8 Jv f ��: t•qq ;; �,�, 59I liquid phase 1 ".' s` :• .- Dredged 1 10 10 10 10 10 10 10 material - 2 10 10 10 9 9 9 9 '•air'•,' Sample A 3 10 10 10 10 10 10 10 Dredged 1 10 10 10 1 r s ' '•` . 9 0 10 10 10 material - 2 10 10 10 10 10 10 10 4JaM 4.'l . ^. i ;y.,�. „. . . Sample B 3 10 10 10 10 10 _0 • 10 Dredged 1 10 10 10 10 9 9 9 material - 2 10 10 10 10 10 i0 to Sample C 3 10 10 10 10 10 9 9 • " r TAM r.ro-MTr •, sy, µi� t� ; TaCli 82, (Continued) � ,Z�:'. •r,Treatment Repli- Number of Survivors (exposure cate Condition) ( r ) 0 hr 4 hr 8 hr 24 hr 48 hr 12 hr 96 hr lh arf' w'• „.,r;:.;: �Q01 liquid phase Dredged 1 10 10 10 10 10 10 10 awterial - 2 i0 10 10 10 10 10 9 84apls A 3 10 10 10 10 10 9 9 Mean (x ) : y 9 . 33 ( 93 . 3% i.• , Dredged 1 10 10 10 10 10 10 10 yiP s rgf; . arterial - 2 10 10 9 9 9 9 9 )t4` '•> : Suple B 3 10 10 10 9 9 9 9 Mean ( x ) 9 . 33 ( 93 . 3% Dredged 1 10 10 10 10 10 9 8 material - 2 10 10 10 9 9 9 9 :_,• "%;;. sample C 3 10 10 10 10 10 10 i0 A A. " Mean ( x ) , 9 . 00 ( 90 . 08 ABloassays were conducted at 20+1 °C in 200-m1 crystallizing ishes . Animals were fed live 48-hr-old Artemia ( brine shrimp ) nAuplll at a rate of —1 ml of culture/dish/da A 14-hr light —1200 uw/cm2 at surface of dishes ) and 10-hr photoperiod was P P 71x;1 asintelned with cool-white fluorescent bulbs . Test media were not aerated, Dissolved oxygen concentrations in the media ranged from " ? t`' •> 6.7-7, 2 ml/l at the start of the bioassays to 6 . 0-6 . 9 ml /I y /1 at the en, 'I of the tests . pH varied from 8 . 0-8 . 4 ( start of bioassays ) to 8 .0-8 . of bioassays ) . Salinity was maintained at 30., ppt . Y B ikry{rx ',. ../, Yy )P"I"i : Table 02 . Results of a liquid phase bioassays with mysid shrimp, N/omyxis americana P,t, Treatment Repli- Number of survivors ( Exposure Cate Condition) ( r ) 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr 96 hr Culture ver 1 10 10 10 10 10 10 10 control 2 10 10 10 10 10 10 9 „• r 3 10 1010 10 10 10 Mean (x ) 9 . 67 ( 96 . 78 ) j . 101 liquid phase cr.ar; ,Lh'; ;' Dredged 1 10 10 10 9 8 8 8 ,.::';'' material - 2 10 10 10 10 10 10 10 Sample A 3 10 10 10 10 10 10 10 Dredged 1 10 10 i0 10 9 9 8 material - 2 10 10 10 10 10 10 10 Sample 8 3 10 10 9 9 9 9 9 ti Dredged 1 10 10 10 9 9 8 8 material - 2 10 10 10 10 10 10 10 `'. Sample C 3 10 10 10 10 10 10 10 v, 501 liquid phase / Dredged 1 10 10 10 10 9 9 9 material - 2 10 10 10 10 10 i0 10 Sample A 3 10 10 10 10 10 10 8 Dredged 1 10 10 10 10 10 10 10 material - 2 10 10 10 10 10 10 9 ". Sample B 3 10 10 9 9 9 9 9 " 10 10 10+ Dredged 1 10 10 t' 10 _0 j P mat _ri. al 2 10 10 10 1.0 10 9 9 Sample C 3 10 10 10 10 10 10 _ 0 A. ) n1A Table el . (Continued ) Treatment Repli- Number of Survivors ( Exposure cate Condition ) ( r ) 0 hr 4 hr 8 hr ..4 hr 48 hr 72 hr 96 hr I� 100% liquid phase I Dredged j g 1 10 10 10 10 10 10 10 material - 2 10 10 10 10 Sample A 3 10 10 10 10 10 9 g I 9 9 5 Mean ( x ) : 7 . 67 ( 76. 7% ) I Dredged 1 10 10 material - 2 10 10 10 10 10 10 10 a Sample B 3 10 i0 9 9 9 9 8 Mean ( x ) : 8 . 00 ( 80 . 08 ) Dredged 1 10 10 10 10 9 9 material - 2 10 10 10 10 10 10 9 9 Sample C 3 10 10 10 10 10 9 { 5 Mean (x ) : 7 . 67 ( 76 . 78 ) aBioassays were conducted at 20+1 °C in 200-m1 crystallizing dishes . A 14-hr light (1 '200 uw/cm2—at. surface of dishes ) and " J 10-hr dark photoperiod was maintained with cool-white fluorescent bulbs . Test media were not aerated . Dissolved oxygen concentrations I in the media ranged from 6 . 7-7 . 1 ml/l at the start of the bioassays to 5 . 4-7 . 0 ml/1 at the end of the tests . pH varied from 8 . 1-8 . 4 ( start of bioassays) to 8 . 0-8. 5 ( end of bioassays) . Salinity was maintained at 30 ppt . 1 1 -1 Table B1 . Results of liquid phase bioassays with copepods , Y J": Acartia tonsaa I r-, •..:, ,,``,e,rn�.1:� ' Treatment Repli- Number of Survivors ( Exposure Cate — Condition) ( r ) 0 hr 4 hr 8 hr 24 hr 48 hr 72 hr 96 hr Culture water 1 10 10 10 10 10 10 10 control 2 10 10 10 10 10 9 9 3 10 10 10 10 10 9 9 Mean ( x ) : 9 . 33 ( 93 . 38 5 ' 101 liquid phase Dredged 1 10 10 10 10 10 9 8 material - 2 10 10 10 10 10 9 9 Sample A 3 10 10 10 10 9 9 8 Dredged 1 10 10 10 10 10 9 8 material - 2 10 10 10 10 9 9 8 Sample B 3 10 10 10 10 10 10 10 r Dredged 1 10 10 10 10 10 10 10 material - 2 10 10 10 10 10 7 5 Sample C 3 10 10 10 10 10 10 9 501 liquid phase � j1 Dredged 1 10 10 1.0 10 10 10 10 material - 2 10 10 10 10 6 5 5 Sample A 3 10 10 10 10 9 9 9 1 Dredged 1 10 10 10 10 10 10 9 " material - 2 10 10 10 10 10 91 8 r' Sample B 3 10 10 10 10 10 10 10 Dredged 1 10 10 10 10 9 9 9 material - 2 10 10 10 10 9 8 8 i Sample C 3 10 10 10 10 8 7 7 FEET AP's/[ /9)3 27 1¢_/f 0 11 ,�Ae 17 \� 5 ...._2. ' .2 6t : 8 Gv 10 fiYFI1Cl .: bL O 1 .7 4 5/ 7 - Ila . 1 0 2 2 _ 4 / 10 7.'15 8 'i o \ \ z k Iz 2 Z 20 4 y . 4 Et 10 f.. yy �•14 - � Palmers 1 Yacht Clob 7 2 31Lh g 7 7 7' 9 2 2 \ _ \ 12 4 .. a G s Palmer COV-1 e \] 8 3I `\ 2 3 . 1 �2 0 3 .. 5 \, 1 1oi.: o Y o I 5 r 1 O Yrcl't YIIrd - llG 2.: c�. li(1.l :+ .-I-CIA_ AfJ IOPA/'f �'C✓� o x X137 4 n =I1 .121131 I^7 a G, III -1 3 4 S Pl[.�IpiU�� y 3 1 U / `f —� sand 1E 1 \ \ 4 8 I � 40 i �_:_ v 3 Jtl * i SUP1 L /EYI AL ItA 4' C r•, .. _. __ ._T 1111 PI �I is % 90 / ,/ Consult U 5 coast N l V * � � uPP 2 al triol na �1^1 CH ht. ed mvau lvi ` �t 4111I� t ash Placo 11 n r F F 51Ie tntar+ tomCo- !^ + :I f m WiY l • 'b m x A � � t r m 4•b� � .Bs,t m.� x � � 51 ^!�T.� .x.,N.#:3,e`t.., K `,�.,:. ab .e '. ,'E�`F,N1n A['Y�:. . ?,4:'+ ",?' .«epp t ` ra 'p, PIT.� >'T '� ,r► � { 4�s�, F . M i'� r t"�•It�"9�"�r i� '� v t�N '�:��, �.� �r4'V$ Fde xr ` a�"BwZ47"£tom:±?};♦ tr r 3�+ s '��I�.. il� y�r�'' � A- _�a ��s•,x `-� ' `-� R RBJ.�' � 1=t="t,�� ..e� >'��,'�y�+»,,,�', 4 � -+b �'�a: �tx�� t� '?• 2s�7y. a s, ,'s $� t F�� SJ 931 � i z TRR{ED Y14 i `SF�� +c., +Fa2. vy�}J�. »H5L t<rtit +s.-.r'�V S ass i�j -Y` a f•'�f1 Od F. i �.'q • i.'�ti `��Y�f�7��4�� "4+71� h�U,F�` ��lya,��n. '^L §f� yY.l„ h� ,�r�T:. RX yn` M1i �f," •,d v t.. §� iN' 'gu ,}, uw. '4�+ "' + .G`•`,$,a`>, xs�e '.�i�s, k� "' `. 'Soy r �' stPERMr�✓rt'c " rb" Y 'i °'.'r "�,:.d'",'�fap.�� n�""� f� Xyy •q I {yrs. t`3,r Q r tYssJ' t� 4 f.y .h, -•�+Exsmi .R ♦ i( e t 'Y2 .may 'P'• ai��1t(�' i'A k � �;6 ^k,' F y4W ♦ r � Yt ``. fi` ,,4'�snA y�� m4i^ h�' Si'y'Y, a }� - tiIN +,�.i "Fi..t'T�� 7 446 t '4+♦ h t .,a �i �� :ii •,L t"}y itn +5'3' £ '4` � x .u.fi k. � s EMU .p t a +Yi�"��a"'�'S'F P•/ 4•�5:3�� tYe 3.., �,k,K, Y `y1 � Sd" p�'"5"'U �5i"',•:Fp45^ ' `d4 d } 51 ?... i'•E- 6 e di8d5hy`<4 ' kia1J 1Np Rfl � x `z✓'t,„x a "prv' I -� 'IG o,i ''�a ,r F`'`a ;jkU � Y ' � � �a � ''R��+✓`s ' c J�rk+.yRg{h �.y?. Y'�.,Fr;�.Ee�tfaJ-a.�f`�� rt.��F• S x�� ,T ✓pq� � rill �� ;p'� Y��'Y�'�o-''1'+'� d�n�l�`' �t'?,yn�+'�-V'tyh,�EyS.�`S v.T i 'C�,�Vr ➢rs�{�tF}4.� '. " YY,��ay,,.�@d�i s`<'$+"� a@" .y a;� u SIl �` YeA'•} �" iYr1F �,t{h C.yY- ��•�x' �.x �Iui�,.PYS r} F .b'iftC f 4V.+zY ♦ s . r ^3 "fit" ,F �.�,U 't� •1' h'�%3`yT` I b A��,.�C:. t a .a Y, v.d3 ,.tYx?n ^k+,q�» t12. °v�„', 4'-'� p..� � .y 3 t •.. 1 1B>.: M6ati z ' � c x5� •s z r ,r� q � a �s r 1 q >'� :aF'4``b'J'n• `,�"'r W4 .j`�, R •aK.?'yi„ � ^�`” flF'"r�"!�/p, p y�/� Wp. t r's'� tis 4p+ i > vt*�. '0 �n��. " `p'��.. �". f Y�%�� Te� � '-'!gi} �` •��,r+-"�'Etl� P X`S }Aw t��F�"`� .�� 6��T�� { �K��y � ,� +'f' .♦ vg(- ` do +d' f,� ss a ,3�•rari,Pyrik K tief*• .3',/t" r'".?�(ix^' ,�, �'( o^"k: `i r' '�; t� t � x W�F�' �i$QNx�yyet, a l+ 1.. +a. r'Sfb> RY?5� >..`a P,;F" y«`asx tr J : 3 `,' Y� ♦ t? 4t;P ' �r x�x""' Y ns,°3 s °R'- ➢'r r-. .H i.°'4 4J +�5.�&'F"�"X w t.. M .t .J} ,M: ."f0.,k".Y L 4'yy.4t8 ?�s "r`t > rK yn, %F "F '� .+. eu j"P (4" �b .�,}� �9{ y. yF { xxr4' ),�nwt y^ I .z cl '' rK,7� ��, z�l• fi � `�'�# x :,., � �,�, � �fi2r : �'cz��`f~ a �i'' a,1 9 ts�}tx„ t` , .}� ��Y� z L"aT' �,'�a-s.•i��p J.y�„� .�"� �+ t r�. 4 r�,♦ f ��`�' �% �5 t��" tx L y� ��r t'e^� �,�fip',� i:S?Y �r 3.33 ;n " i!�+.S. as�"3'�{`,�>,ay L s�i 8 'M,%�. $ Asx x L ,t ?cA r e''�' �l. � ..� •a ♦^�"_: 'u,Y'} g k^tf e+2J 4 b � 3 g 7,�� t ',e'�4'��.'fv,f",X a, �¢ ^' T¢"5 ¢'4, F�'7•`s. ..txH,.}�s5'.+ ,t s✓ 'eb ism•e }� s,T- '�rz�3th *C a _7 5'�'}"t .+Yt„ +. di t�..r ',*'4y i2sc"r •• r"?�' .'pta ^t"-s �5 'r F ^'S •t r 5 "4�5Y' Zw z h 9 3. 1 34.t .p ��' f' T PRO SED uF.RBa MAROVr{ N� �`^d't+YTM'" 'F�� I'F ��C "•-iws �4 ,"5- "Y' �+, (;'n. � k z t EVgqM, C)414 ARE FN FEETr D T �4TH5 r164ve b� �T �j�Y�''j�FM INT�hJAN't-'IbRD_� NG �� MN Pl�vu � ArtTP w W�ytERr N�uu +ouaEi vpMER (xVE INz4� tNAR + f?�� IN�yO.+ V`4TE' PTWq BEA. W TH'gT 6AM@y;. N�� .,p+'8c�xlaa •�vf Y u r' rctt„m .v o `" 4i3iOaC3!,`y i?RE{o6EyA1ATE'RtAI ($ O 06 wac!" vilkif '�, v'C(+d �x�4RA. ,t^n l� aF Vitt-t 4 �� ESS� 4lNTrM xl'jiE t, MyT,9 oF'T t. TElet sF4arlr� D+1►+PtNo 4tT6�^"�- r' ".¢ 'f n y Yr S a c • FY'+ aft t r c £x'J�% A t A y�a J �"i4tP''n , �.... f yr' pA LtCAAON 6 `�U 34' +"t s s Sa" IAenETER) S.f?Q4C,4tAR�A� 'r� [•�+RS/ n rb"`{y`°'e x' ' Y"5 s � �CRTMENT PF. �I,}RONM�t�t'Tt�{. UAL:1xYq NGS .fit I4b 4 F .s r'bl}* K b :< ,.xC r ,�7..F•c y9 x 4 x -:.-< 'Yi�3 D Y'I�tQN OF;�WAj,ERWL�Y�Y y��.yvc �`,,,�^t-R' .��{��yeSk rt � �S;+f' JfPE�" °t.m.-�t'�.#n^�„3l.f.ya • f�'�, ' y '$ 4y �{pp .�J ci�}`� �i sY 'sy.�,�` '"1t. r n L �f Fa+ 4a. 4�5'Sy` a+Y"'+ 3�*�Jra{v!a."M+r y^.('fip acAcxr,•iy��w�`�,,YS�yr �`.�g Ju�4 ,d80;,c 1 v`Y xTr.`a �Gr��'le. ,s IR y�• 'T � otYx" I�Lsr� $ a �f rti a r ry"'•x� 4 '-e r ..r 4s'1 � � 4A �, s � v��c ��yyy 3�•5"yti +'"t' �'3'ic�'A�#+•y '��;5°� aR�Aldn t} y''�` �� R q�p't1"s.1�r�,Y`(��t�'�-'i�3ntd fYT��,'�?��'aTM" ;f O�ERTA S QA�II�N �"{'6��'4s'� r'c, ` 1.hZ'{ -w Wow 1p�gay- hcS'�,{' G.� t` .�ZFiFyn ;.;P ,{. - - a.,r •�-. - `+ �, -. ''q ,r-s. }?� reit, "G L - Y> -:s ''. r 4s n ... y-�.i..+-.,.>s.=\~•� "{'Y '��{"?=�"K F-Y. 3sZ $R7c4ida�-, r�F�:"--,i �'a. •-��.i#..t'; ...�-` .s,.-+S" sr-..-�: ^'-sz.ir: _ 5' Y.,A i _ _ �.rr�YZ� {'L`��Yv�F�. }� �kNa+•3�{_ yF,,s��i-wCa� . Table B7. R..0 Its of wild pba * bio **" ett• V9 0" *6d lis 9$.^.3 ;+:$. yr $p } Ste- {1 Y},/ ¢��5�•,,.��y`yy� ,M, .ercenar le 1, and ..ndvor>•a 0M•r• 1. 'if Is Il.er»r of 6•P•l.w ra-r Treat- ment (t) : Control (Culture) Sedla..n[ t•1•r..q (O l.poaa!-ill.! LHtsN Yl =" �3 j Repl i- - - - Cate Grass Hard Sand- Grass Hard (r) Shrimp Clams worms Total Shrl.p Clau wr.. Toc.l 1 20 - 20 19 59 19 20 17 56 2 20 20 19 59 19 20 18 57 3 19 20 20 59 17 19 18 54 4 19 19 19 57 18 18 19 55 5 18 20 20 58 18 20 19 57 Mean (x) 19.20 19.80 19.40 58.40 18.20 19.40 18.2U 55.80 ` (%1 (96.0) (99.0 ) (97.0) (97.3 ) (91 .0 ) (97.0) (91.0 ) (93.0) 1) U e4\' l h