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COLLINS COVE
r ' 0 11TJ Of r-aC7l1"J"ti !� J�L14�i�4 rL Ll� Telk REQUEST FOR PEVI =721EENTS SPECOU, PER:'=` DAM D: ( ) _.u___.i-ng lnspcccor ( ) ccas=ywa_'_on C=Miss 0 ( ) .City Engineer ( ) Other: { L'� Board of Health .attached please find the application referenced belcy. The Planning Ec=___ requests that you review this application zalativa to Section VII or the Zoning Ordiaaace. We would appreciate ycur compla_i- g the form belowar.5 returni. g it to us. Notice of the public =e ring -or this application be forwarded to you. WETLA20S & FLOOD FLI-3,D DIST-PICTS ( ) CLUSTER DEVELO?MINT ( ) PL,w\NED "NIT DZ FLOP`—=: L� (� �� PROJECT NA. & ADRESS:' 41 \- CONTACT PERSONS -AND PHONE: Applicant &l ! CO`^r=y'TS Dur BY: �� (1, (Failure to cc=" 35 days slaJ be de—ed lack of oppcsiti=.) . X-1) Concur with proposal (Explain c_ reverse side) ( } Need more information (Explain c_ re-versa side_) ( ) Ca=ot concur with proposal (E. -___; on reverse side) (. ) Co—encs included _ January 3, 1984 RZ IE;,Ey'fiS SIGNATURE Tii7E D_.: Before and during site excavation work, the applicant employ the service of a Licensed Pest Control Firm to service site area for rodent control. i i p ,i 7:5 iC ii _Pc i One _salem k n ; 4i Y r .a mo REQUEST FOR-, ?'V!Tc �--„"-QTS SPECTA,. E_L__ ,.__'_iag inSpcC Lpr ( j �Gn3 a'Gn CO�15� .. ( ) lith Engineer ( ) Ote= (Board:of Health Attached please find the application refer=_=ced b=_ :'. Th' Plinnin w requests that you review this application re=ative to Section VII o= tce Zoning Ordinance: We. would appreciate yo co ple 4-,g.the fora belcw -d returning it to, us. Notice of the public ==_ring for this applica*_on'.i �l_ . be forwarded to you. ( TLANDS & FLOOD HAl2-R DISTPSC-LS ( ) CLUSTER DEVELOP2,5NT ( ) PIX"I ED UNIT DE\:~LOP_cS APPLICA`vT: � c � � ( (A � PROJECT 'NA_E & AMMS: ffIN') �{ � �,Vf<" t-- �� '—�-ter �' S C•r��''1 ?1 . CONITACI PERSONS AND PHONE: C ApJ11C`t / tO -_ty: O �n Cj r)COY%IENTS DU 3Y: I b 5 (Failure to co e t within `35 ea s s==_ be de-ed lack of oopcsiti`— I (� Concur with proposal (Explain c_ cavaarse side) ( ) weed more information (Explain c. revarsa site) ( ) Ca=ot concur with proposal (_ - on reverse side) (. ) Co—ents includedv IM85 REVIE-WER'S SIGNATURE 111 _:` rk r. + Before and during site excavation York, applicant;employ the service of a Licensed Pest Control Firm to service 'site are'a,ior rodent control 2 .,Employ 'satisfactory dust control program fox site'area `and ,surrounding streets FOR THE'BOARD.:OF HEALTH ROBERT E: BLENKHO&\, C.H.O. H'ealth`AGent' J a� p60 C> Co. Co' 74 ��� PSV✓ • � �O- CUs ' '' + � N E, xv0� 3p5 gZ o f� ��Q poNQ ToN o (0 q. MMS 5' ZZ � N q• 13 LOCUS 4/dP SCGLE•' 1"= 2000 ' ZONING 0/ST2/CTS: E�/Q�/oN l3-2 -- L3Us1NE.ss �h 2 C - ,QES/0EN714L COA1J,!5CI1e o CONS Way o iDENT� PIGN <155E5502S ,I�JlJP /3 �1E5 ONES m Z LOT / BU5 � —�� Oo � `- SEE PL<1N /ZECO.eDEO NDQ�y r E / . E ,e6 rzzp�_ !1S PL4N J� OF/9SS � e0� , 35 V✓ � 'q��, m ZON�N ;a o 10. - � LOT Z Wm a LOT e� Af&d=.S937G s. .F �o m � Z o A !/ETEIZ/N42Y 0 0 O a n 77 l ZQ4� oo V 3.0 (� lZa• 80 c ' z LJ6 3 3 V IV c� 500-63 5/ 5 jEV-rloN) y� •, l 4& TE � 51Q � c.a. /Fob IDr IR N� / CE/ZT/EY T.UaT Tl//S PLdN CONFO/Z.LL5 TO ME /tULES 4N0 49Z�T/ONS OF TLJE?EG/STE25 OF Pzp N Or LdNO OF DEE05 . 4PP/ZOYdL UNDE? TLlE �j�/�/� � /�/r/�/J S�• FO/Z �PE<,/ST/ZY O{ OEE05 USS SUB.D/!//S/ON CONT20L � ✓ C. (/� , 1,'/t-f �/ L diV NOT SL1L 1:7" PL4NN//1/� 80�1/ZD P2EP,42�D FO,Q . A 201562T J 4;� /1401?KlodNz/ IUCT SC4L67 / 30 ' vIP/z. 23, M95 1-1,dNCOCK SU,P/iCY�1SSOC/,DTPs, MAC 6'? L/OL TEN STREET D�INliE 5 FEET 0 /0 30 60 90 O S /O 20 30 A�1ETE/ZS Zee-, eo ' o Co. P n o� v POFOCUS ; J R� ,,•• Q P N o� 5. p y Q '90w�p 2T0N ��LAr� �o , 9. 13 LOCUS �,�P SC�ILE'•' 1"= 2000 ' ZONING' D/ST/Z/CTS. VQ�/ON 9-2 L3US/NES 5 ff/�Nw�1Y ch /t C ,PE_ O NT/-4L CON.SE.PI%! o coNS��av o ENTIQ� N � �, � �155ESS02S ,1�1�1P /3 RES���NE55 m Z LOT / w5 2. 6 is r - 0 Op N SEE PLlJN /ZECO,eDEO GS PLAN 057 OF/57-5.-5 80�N 5' v v •q�\ m 1 3 Y r C' D1 5T��C /o.0� -10 R 0 NV \ LOT Z �, m LOT W a �� E�1=S9, 37G Vis.F �e a F,, 433taa 11 VETE2/N4?Y U_ CL/N/C b � � Z O 0 � 204 •, ,ZQ 80 feG Z a 11500 215"�Co j l 194�O r /ltON�FO� VA bd / CE/ZT/{ NoY T,U�T T4115 PLGN CIP COW-Ole"-5 70 711E 2ULE5 t1N0 ol LGT/ONS OF DEEDS . OF Tl/E?EG/STE/LS PLodN Q{ LdND OF as IN IJPP?OI�GL UNOE? TUE SdL 641. 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RZIUR ON Fo2cE �>mN NOTES : o_. FMCS �GWN MEW /� PUMP NO. /PEO'D ? A1FG2. ?�1 - MODEL X02 EQUAL WOL ' �lti '� �4,A4 VE � A-14 TYP/CGL C.QOSS 3KT/ON ! PUffP f/P, 5/NGLE P/,/ASE, //5230 k,.4 c, UL. APP20VED; caA<ic/T OF �-. 5 4LL JO/NTS GPM an _ -FT. TDA( BU/LT-/N CHECK ML VE, OFF ;; PUM i SEaLEO Z) PUMP PIT gc4i"e -4 `' µ'dTE2T/Gf1T P.PEC,45T P. C "WNNOLE SECT/ONS ECCENMC CONE FYLLY � s +►F'4`�N OF ,iF4�,Sq ��',�� •' .l ULY � !�5� &dT6 ZP/?OOFED EXTE.e/O.e, ON 3T-GBLE BA.5E TNGT WILL NOT 6'DEPTN �/�” /%z'STONE SETTLE. P2EFAB2/CGTED MCKAGE STl1T/ON MtIY BE SUB3T/TUTED �� sHARRY [u AS D//IECTED. CIVILm PUMP P/T No.31185 3J GLt12M � !�. .^.J�J.�.�..+tt •.'r4L ..- %� �t.-.3=.{!.ice,^. �e 9 F � f'iS� '�ZQ(io AUTOA/.4T/C BELL f, L/GNT L/GNT' TO ?EA.IA/N ON UNT/L /?EPA/2S " *d u J s4G7U 2E E`_/ 1 . =t'.t* J�J? o`F �f Sn c TYP/LGL C.?0.3.5 .SECT/ON /NIT�vTED, SS`s""``" \ c, -- --- -- ----------- ---_____. ._.— ••mow•--- -• �i --� ` CITY OF SALEM, TVMAC HSETTS APPLICATION SPECIAL PER."iIT WETLANDS AND FLOOD HAZARD DISTRICTS R E- Applicant: Paul S. Niman Director of Public Sprvirps '$4 0EC 14 A10:38 'Address : One Salem Green Saleip MA 01970 City Clerk stamp Telephone : 744-0241 Owner: City of Salem Address Location of Property: See Attached Plan Project Description: Sewerage System Improvements - Phase VI I. It has been determined by the Building Inspector that the above property lies in the following area(s) : A. Wetlands District Wetlands ( } Buffer Zone { ) B. Flood Hazard District Zone A { X ) Zone A3 { ) Zone V3 { ) II. Information required includes this application and the following additional information (file one copy of everything with the City Clerk and five copies with the Planning Board ; all copies must be stamped by the City Clerk) ; A. A site plan at a scale of 1" equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie- in to the nearest road intersection; 2. The location, boundaries, and dimensions of each lot in question; 3. Two-foot contours of the existing and proposed land surface; 4. Location of existing and proposed structures, water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations y p should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. See Attached plan. Project is intended to produce detailed construction plans as part of Final Design. -2- B In the Wetlands District, a determination by a qualified engineer of the seasonal high water table, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing 6r pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths, pressures, velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certi- fied, the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x.) by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to be discharged from or onto a wetland, unless all the following condi- tions are found to exist as part of the granting, of a Special Permit by the Planning Board (Use additional pages if necessary) : A. All Districts: W 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land is located. Yes X No (X) 2. 1 There is adequate convenience and safety of vehicular and pedes- trian movement within the site, and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. Yes , the project will result in no changes in the topographic makeup of the area. -3- (X) 3. Utilities, including gas, electrictity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. (Provide details) The intent of the project is to replace existing sewers which are presently cuasing exfiltration to the North River (X) 4. The cumulative effect of the proposed development or use, when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. NO B. Wetlands District: ( ) 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other contaminating substances or discharge of any polluting liquids or materials into streams, brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged by the "Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources" of the Commonwealth of Massachusetts. ) -4- ( ) 2. The floor level of areas to be occupied by human beings as living or work space shall be four (4) feet or more above the seasonal high water table. ( ) 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to with- stand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) Applies ( ) Does not Apply ( ) ( ) 4. If the lot is to be served by an on lot septic system, the leaching area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. Applies ( ) See site plan Does not apply ( ) C. Flood Hazard District (all zones) : ( ) 1. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. ( ) 2. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for non- residential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of bouyancy. i -5- D. Flood Hazard District Coastal Hieh Hazard Area (Zone V3) : ( ) 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. ( ) 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor (ex- cluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) IV. Procedure The Planning Board shall, within 7 days after the filing of this application, transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission who may, at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission or until thirty-five (35) days have elapsed after dis- tribution of such application without a submission of a report. The Planning Board Shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The -6- Planning Board may, as a condition of approval, require that the appli- cant give effective notice to prospective purchasers, by signs or by recording the special permit at the Registry of Deeds, of the wet- land or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. Signed AAiy Title Director of Public Services Date Z _P l C l 9 $ f J i II PHASE sI AREA y y / n / �y y ON DE4 RRORN _ vylo v sr. \ y St y � x ti� I T „ u RIVER � ZONE A FLOOD PLAIN AREA SHORE LINE _. CITY OF SALEM SEWERAGE SYSTEM IMPROVEMENTS PHASE SL CE MAGUIRE,INC. 60 Fnf,s .Engi eers .Planners 66 FsiAvenoe.We::nam,Massacnusevs 0225+ ve Iad.V rPE CITY OF SALEM MASSACHUSETTS DEC y ! 20 PN 181]APPLICATION FILE SPECIAL PERMIT CITY LER}( SALEMMASS, WETLANDS AND FLOOD HAZARD DISTRICTS Applicant: C%-TX ins= Address: tV L City Clerk Stamp Telephone. ,'4 - n44— QsjQ;h Owner: 2 Address F11..6r4vx C &o bN_k»". y-nact$i Location of Property: Collins Street Salem Mass. Project Description: Sank Stabilization I. It has been determined by the Building Inspector that the above property lies in the following area(s) : A. Wetlands District Wetlands ( } Buffer Zone ( } 0 B. Flood Hazard District Zone A { ) Zone A3 ( ) Zone V3 ( x ) II. Information required includes this application and the following additional information (file one copy of everything with the City Clerk and five copies with the Planning Board ; all copies must be stamped by the City Clerk) ; A.. A site plan at a scale of 1" equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie- in to the nearest road intersection; j 2. The location, boundaries, and dimensions of each lot in question; 3. Two-foot contours of the existing and proposed land surface; 4. ' Location of existing and proposed structures, water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. . Boundaries of all districts, areas and zones as noted in Section I. f i -2- B. In the Wetlands District, a determination by a qualified engineer of the seasonal high-water table, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of' the Massachusetts State Building Code concerned with flood depths, pressures, velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certi- fied, the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x) by the Building Inspector) In the Wetlands and Flood Hazard Districts no `structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to r, be discharged from or onto a wetland, unless all the following condi- tions are found to exist as part of the granting of a Special Permit by the Planning Board (Use additional pages if necessary) : A. All' Districts: (X) 1. The proposed use will comply in all respects to uses d P P P the assn Y P provisions of the underlying District in which the land is located. Yes x No (X) 2. There .is adequate convenience and safety of vehicular and pedes- trian movement within the site, and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. Site consists of City-owned parkland and is directly accessible to Collins Street. • -3- (X) 3. Utilities, including gas, electrictity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. (Provide details) No proposed utilities I i (X) 4. The cumulative effect of the proposed development or use, when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely,affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. Replacement of existing retaining wall with r;prip slope will tend to minimally increase flood storage capacity. E: Wetlands District: { } 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other contaminating substances or discharge of any polluting liquids or materials into streams, brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged'by the "Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources" of the Commonwealth of Massachusetts. ) ' N.A. -4- ( ) 2. The floor level of areas to be occupied by human beings as living or work space shall be four (4) feet or more above the seasonal high water table. N. A. ( ) 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to with- stand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) Applies ( ) Does not Apply ( x ) ( } 4. If the lot is to be served by an on lot septic system, the leaching area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site pian, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. Applies ( ) See site plan Does not apply ( x } C. Flood Hazard District (all zones''): ( ) 1. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. No proposed structures f ( } 2. The floor of the basement, or. if none,, the lowest floor of new construction or substantial improvement of structures for.non- residential .uses shall be at or .above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads-.and the effects of bouyancy. No proposed structures ,. D. Flood Hazard District, Coastal High Hazard Area (Zone V3) : { ) 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. Enbankment is located landward of mean high tide. { } 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor (ex- cluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) No structures ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) N A IV. Procedure . The Planning Board shall, within 7 days after the filing of this application, transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission who may, at their discretion, investigate the application and report in .writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it° has received a report thereon from the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission or until thirty-five (35) days have elapsed after dis- tribution of such application without a submission of a report. The Planning Board Shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on. the special permit. The decision shall document the proposed development or use and the grounds. for granting or refusing the special permit. The Planning Board may, as a condition of approval., require that the appli- cant give effective notice to prospective purchasers, by signs or by recording the special permit at. the Registry of Deeds, of the wet- land or flood hazard conditions associated with said premises the steps undertaken by the petitioner or his successor in tit, to alleviate the effects of same. Signed Title Date 7 _� F a OTHER PERMITS FOR WHICH APPLICANT HAS APPLIED: 1. Notice of Intent 2. Permit from U. S. Army Corps of Engineering 3. Chapter 91 License--DEQE Division of Licenses and Permits ' G TECHNICAL SPECIFICATIONS for BANK STABILIZATION AND RELATED WORK COLLINS COVE PLAYGROUND SALEM, MASS. y` t DIVISION 2 - SITE WORK 1 .01 GENERAL REQUIREMENTS A. Attention is directed to all printed Forms of Contract and to Division 1 of these Specifications entitled "General Requirements", which are hereby made a part of the Specifications. B. Equality of Material , Assembly or System, other than those named or described in this Section will be determined in accordance with the methods specified in the in the Contract Forms. 1 .02 DESCRIPTION OF THE WORK A. The Scope of the work covered by this Division of the Specifications includes, but is not necessarily limited to the following ; 1. The furnishings of all plant , labor , equipment , rigging, appliances, materials, and performing all operations necessary and proper to construct complete, in accordance with the Plans *and Specifications, and operational : a. Earth excavation and disposal b. Riprap Embankment c. Chain link fence d . Loaming and seeding B. Related Work 1 . Concrete - Division 3 1 .03 EXAMINATION OF SITE A. The Contractor shall visit the Site of the proposed work and shall fully familiarize himself with the the conditions under which the work will be accomplished . Failure to do so shall not relieve this Contractor of responsibility for full completion of the work in accordance with the r Plans and Specifications . B. The Contractor shall assume the entire cost and responsibility for changes in the work which may be occasioned by the approval of materials or equipment other than those specified. 1 . 04 CODES , REGULATIONS AND PERMITS A. All work done under this Division shall conform to all Federal State and Local Codes and Regulations governing such work. In cases where there are descrepancies between these Codes and Regulations the more stringent shall apply . B. The Contractor shall give all required notices, file all required Plans and Applications , secure and pay for all required Permits and Inspecitions relating to �the work in any manner whatsoever . 1 . 05 PLANS AND SPECIFICATIONS A. The Plans and Specifications are . intended to be explanatory of each other and any labor or material called for by either , whether or not by both , or necessarj for the successful operation of any of the components shall be furnished and installed by the, Contractor. Should any discrepancy between the Plans and Specifications or the Contract Documents and any Code, Regulation , etc . , be determined by the. Contractor , or any other perons , the Contractor shall bring the same tothe attention of the Engineer who shall make the necessary adjustments and all other Documents shall remain in full force and effect . 1 . 06 MATERIALS AND EQUIPMENT A. All Materials and Equipment funished under this Division shall be new and best grade for the service intended . The manufacturer 's mentioned in the Contract Documents are intended to indicate the quality desired. Any substitutions of equipment or materials , other than those mentioned or specified, shall be submitted to the Engineer .for approval prior to purchase. 1 . 07 CLEANING. A. All work areas shall be kept free from the accumulation of waste materials, excess dirt and debris and dirt from the Site. He shall remove all tools, equipment , etc., and leave the Si.te in a clean and neat appearance . 1 .08 TEST AND INSPECTIONS A. The Contractor shall , at his own expense , provide all materials necessary and perform all required tests of materials and system constructed under this Division. He shall provide certified copies of all tests to the Engineer . B. All systems constructed under this Division shall be inspected in accordance with the appropriate Code /Regulations and shall be approved , by the proper Inspectors/Authorities, prior to being put into final operation . 1 . 09 GUARENTEE A. All equipment , labor , materials furnished and work performed under this Division shall be guaranteed by the Contractor , for a period of one ( 1 ) year from the date of final acceptance against defective materials and workmanship. Materials, equipment or workmanship found defective during the guarantee period , or prior thereto , shall be replaced with new items at the Contractor 's expense. I SECTION 01560 ENVIRONMENTAL CONTROLS PART 1 GENERAL 1 .01 General Requirements a. Attention is directed to the General Conditions and Supplemental General Conditions, including all subdivsion thereof , which are made a part of this section. 1 . 02 Scope . a. The Contractor shall furnish all labor , materials, plant, tools, services and equipment necessary to completely construct environmental control facilities as shown on the specified herein . 1 . 03 Related Work Specified Elsewhere a. Earthwork - Section 02200 1 . 04 Requirements of Regulatory Agencies a. Al applicable Federal , State and Local rules , regulations, laws and ordinances governing the work to be done under this section shall be strictly adhered to. PART 2 MATERIALS 2.01 a. Mulch materials shall be reasonably clean and free of noxious weeds and deleterious materials. Mulch may consist of hay , straw, netting , fiber mats ; wood cellulose, corn or tobacco stalks, bark, corn cobs , wood chips, or such other material as may be acceptable to the Engineer/Architect. b. Grasses for temporary cover shall be a quick growing species, including but not necessarily limited to rye grass , Italian rye grass or cereal grasses, suitable to the area of application, and non competitive with grasses to be sown for permanent cover. Fertilizers and soil conditions shall be a standard commercial grade, acceptable to the Engineer/Architect. PART 3 EXECUTION 3.01 The Contractor shall provide such environmental control measures as may be specified by the Engineer / Architect , including temporary and permanent procedures , and limitation of excavation in areas subject to erosion . The Contractor shall comply with the following measures as to prevent adverse environmental impacts resulting from the following operations: (a) Clearing and grubbing . Disturbed areas shall be seeded as directed , by the Engineer/Architect . (b) Tree Cutting . Trees within the limit of work shall be cut only after the Contractor has secured written permission of the property owner. Cut or damaged trees not approved for cutting or outside of the limit of work shall be replaced with trees of a similar nature and maturity at the Contractor ' s expense. When directed , stumps �of approved cut trees shall be removed and replaced with seedlings of similar nature, 6 to 12 feet in height . (c) Material Storage, Construction materials shall be stored only at approved locations. Petroleum products shall be stored away from wetlands or other environmentally sensitive areas, in leakproof containers. (d) Excavation . Wet fill shall be contained where dumped . When material is stockpiled adjacent to areas of excavation, the side away from advanced brooks, swamps, canals, etc, shall be utilized where space is available. Side- slopes of stockpiled material shall be in conformance with the natural angle of repose of the soil . If soil deposition occurs in brooks or wetlands during construction , ' the Contractor shall promptly remove all such sediment at his own expense. Excess fill shall only be disposed of at such locations as are authorized by the Engineer/Architect , (e) Water Handling , The Contractor shall utilize crushed stone or plastic sluiceways to collect and pool pumped discharges leading to storm drains and/or brooks. ( f) Solid Waste . The Contractor shall provide trash receptacles at the job site . The Contractor shall perform such preliminary cleanup operations as are specified by the-Engineer/Architect as segments of the work are completed . 3. 02 Cleaning Up a. The cleaning up , picking up and disposal of refuse, abandoned facilities and surplus materials shall not be delayed until the end of the project. The Contractor shall schedule his work in such a manner as to allow sufficient time in each work day to accomplish this work . All work sites shall be kept in as neat and clean a condition as possible at all times. 3. 03 Dust Control a. The Contractor shall conduct his operations to minimize the amount of dust created as a result of his work. He shall broom clean and hose road surfaces immediately after completing backfilling and shall water down or apply calcium chloride ( at rate if 1 -1 /12 lbs. per sq . yd.) over trench surfaces when dust control measure become necessary. PART 4 MEASUREMENT AND PAYMENT 4.01 No separate payment shall be made for work done under this section. Payment therefore shall be deemed to be included under other bid items in this contract . 6 SECTION 02200 EARTHWORK PART 1 . GENERAL 1 .01 General Requirements a. Attention is directed to the General Conditions and Supplemental General Conditions, including all subdivisions thereof , which are made a part of this section. 1 . 02 Scope a. The Contractor shall furnish all labor, materials ,. plant, tools, services and equipment necessary to excavate, trench , backfill and compact earth as shown on the Drawings and as directed by the Engineer/Architect and as specified herein . 1 .03 Related Work Specified Elsewhere a. , Environmental Controls — Section 01560 1 . 04 Requirements of Regulatory Agencies . a. All applicable Federal' , State and Local rules , regulations, laws and ordinances governing the work to be done under this section shall be istrictly adhered . to. PART 2 EXECUTION 2.01 Trench Excavation a. Trenches shall be excavated' so as to permit the pipe to be laid at such elevations, slopes or depths of cover as are indicated on the Contract Drawings, including bedding if applicable except as may . be otherwise directed by ' the . Engineer/Architect. All loose materials shall be removed from the trench bottom so as to provide a uniform undisturbed 'foundation for the pipe. Bell holes shall be hand excavated at each ,joint . Excavation beyond .the trench limits indicated on "the Contract Drawings shall not be allowed without the express permission of the Engineer /Architect. Unauthorized excavations below the specified depths 'shall be refilled with bank run gravel or crushed stone at the expense of the Contractor. If material unsuitable as pipe foundation is encountered, said material shall be excavated to such depth as may be directed by the Engineer /Architect and replaced with suitable backfill . Such work shall be compensated under the appropriate pay items. 2 . 02 Backfilling General a. In general , or unless other material is indicated on the Drawings or elsewhere specified , material used for backfilling trenches, shall be suitable material which was removed in the cause of making the construction excavations. Backfilling shall be done as promptly as is consistent with no injury to the pipe or structures , but no backfilling shall be done before the Engineer/Architect gives permission . The backfill material shallbe free from cinders, ashes, refuse, boulders, rocks, or stones greater than b" in any dimension, unsuitable organic material or other material which, in the opinion of the Engineer/Architect, is unsuitable. Frozen material shall not be placed in the backfill, nor shall backfill be placed upon, frozen material . Previously frozen material shall be removed, or shall be otherwise . treated as required, before new backfill' is placed . 2.03 Excavation Near Existing Structures a. The Contractor 's attention is directed to the fact that there are certain water pipes, drains, sewers and other utilities . within the area of the work to be done. These have been shown on the Contract Drawings , but the accuracy or completeness of the given information is not guaranteed. All existing underground utilities shall be located on the ground . with pipe locating equipment or by other approved means. All such location work shall .'be ' done by the Contractor in cooperation with the appropriate utility at no extra cost to the Owner. - As excavation approaches underground structures or utilities, excavation shall be done by means of hand tools until the utility is located , unless o t h e r w i a e directed by the Engineer/Architect at no extra cost to the Owner . 2 . 04 Compaction of Utility Trenches a. Utility trenches shall be compacted by mechanical compaction in maximum lifts of 12 " under paved area. Machine compaction may be utilized in landscape areas . 2 . 06 Rock Excavations a. The word "Rock", wherever used as the name of an excavated material or material to be excavated shall mean only boulders , and pieces of concrete or masonry exceeding one ( 1 ) cubic yard in volume, or solid ledge rock which, in the opinion of the Engineer/Architect, requires for its removal drilling and blasting, wedging, sledging, barring or breaking up with power-operated. tools. No soft or disintegrated rock wich can be removed with a hand pick or power-operated excavator or shovel , no loose , shaken o"'r previously blasted rock or broken stone in rock-fills or .elsewhere, and no rock exterior to the maximum limits of measurement allowed which may fall into the excavation will be measured or allowed as rock . b . No blasting shall be permitted on the site without the prior written consent of the Engineer/Architect and the Owner. C. , Rock as defined herein shall not include any portion of the existing rubble or masonry stone walls existing within the limits of work . PART 3 MEASUREMENT AND PAYMENT 3.01 Measurement a. The quantity of earth excavation to be paid for under this item shall be the actual number of cubic yards of earth exvcavatopm amd disposed of as measured by the engineer. b . The quantity of rock excavation to, be paid for under this item shall be the actual number of cubic yards of rock excavation and disposed of for demolition of any part of existing rubble or masonry walls shall be paid for under this item. 3. 02 Payment a. Payment for items of work under thisitem shall constitute full compensation for all tools,. labor, equipment , plant , and materials required to complete the work as indicated on the drawings and as specified herein . SECTION 02244 CHAIN LINK FENCING PART 1 GENERAL 1 .01 General Requirements a. Attention is directed to the General Conditions and Supplemental General Conditions, including all subdivisions thereof , which are made a part of this section. . 1 . 02 Scope a. The contractor shall furnish all Tabor , materials, plant, tools, services and equipment necessary to completely construct slope protection facilities as shown on the Drawings and as directed by the Engineer/Architect and as specified herein . 1 . 03 Related Work Specified Elsewhere a. Environmental Controls - Section 1560 b . Earthwork - Section 02200 C. Cast in Place Concrete - Section 03300 1 .04 -Requirements of Regulatory Agencies a. All applicable Federal, State and Local rules, regulations , laws and ordinances governing the work to be done under this section shall be strictly adhered to . PART 2 MATERIALS 2 . 01 Posts a. Line and corner post shall be zinc-coated steel pipe having a minimum outside diameter of 2 3/8", with a weight of 3.65 pounds per lineal foot . Zinc coating weight shall not be less than 2. 0 oz. per square foot of metal surface. All posts shall be fitted with an approved top, designed to fit securely over the post and carry the top rail or cable. 2 .02Top Rails , Cables and Spring Tension Wire a. RAIL. top rails shall be tubular pipe 1.66 inch OD nominal weight 2.27 pounds per lineal foot in conformance with ASTM-A.120, Schedule 40. The weight of zinc coating shal l be 2 oz . per square foot of metal surface . Couplings or expansion sleeves shall be outside sleeve type and at least six inches long . b . Cable. Top tension cable shall be 3/8 inch diameter hot-dip galvanized 7 strand steel cable conforming to ASTM -A475 , Common Grade . Galvanizing shall be Class "A" Cable Attachments. Shoulder eye bolts shall be 5/ 8 inch diameter and of sufficient length to fasten to the type of posts used. Turnbuckles shall be of the shackle end type, 1/2 inch diameter, with standard takeup of 6 inches and provided with 3/8 inch diameter pins . Thimbles shall be lightweight wire rope thimbles for use with 3/8 inch diameter cable. Anchor shackles shall be 3/ 8 diameter with a minimum distance between eyes of 11 /16 inch and a pin diameter of 7/16 inch . Seizing shall be 0.0181" dia. galvanized annealed iron wire. C. Spring Tension Wire. Tension wire shall be coil spring steel 0. 1770" diameter. The base metal shall have a minimum tensile strength of 80 ,000 lbs. per sq . inch, coated with 1. 6 oz. of zinc per square foot of surface area , or with an aluminum alloy applied at the rate of 0. 40 oz . per foot of surface area . 2 . 03 Fence Fabric a. The fabric shall consist of (0.148 inch) wire . It shall be woven approximately 2-inch diamond mesh . The width of the fabric shall be as specified or shown on current standard drawings. Chain link fabric shall be finished at top and bottom as shown on the standard drawing , with a "twisted and barbed" selvage. Barbing shall be done by cutting the wire on the bias. 1. Zinc-coated Steel Fabric. The base metal of the fabric shall be a good commercial quality of steel wire coated with prime western spelter or equal (AASHO-M120) applied at the rate of not less than 2.0 oz. per square foot of uncoated wire surface either before or after weaving . 2. Aluminum-coated Steel Fabric. The base metal of the Fabric shall be of steel wire having a minimum tensile strength of 80 ,000 lbs . per in . coated with aluminum alloy .applied at the rate of not less than 0.40 oz. per square foot of 11 uncoated wire surface . PART 3 EXECUTION 3 . 01 General a. All posts shall be set plumb and true to the line and grade of the proposed fence in concrete bases. After the post is set and plumbed the hole shall be filled with cement grove or 2000 PSI concrete. Forms for placing concrete bases shall not be required . b. Top rails shall pass through the ornamental tops of line posts, forming a continuous brace from end to end of each stretch of fence. Lengths of top rail shall be jointed by sleeve type couplings. Top rails shall be securely fastened to terminal posts by pressed steel fittings. On curves with a radius of less than 500 feet the top rail shall be bent true to the curve. C . Top Tension Cable. Top tension - cable shall pass through the ornamental top of the line posts. One continuous length of cable shall be used between pull posts. The cable shall pass through• the pull post top and down the base of the next line post where it shall be attached to the base of line post with a turnbuckle. Sufficient tension shall be applied to the cable to allow a maximum sag of 1/4 inch between posts after the chain link mesh ahs been attached to the cable. The Contractor shall provide temporary bracing on intermediate brace posts when applying tension to one length of cable at a time , to prevent undue stresses in the intermediate brace post. After tension has been applied to the cables , a wire rope clip shall be placed around both cables one on each side of the intermediate brace posts , and the clips securely tightened. Clips shall be placed as close to the posts as possible to minimize the deflection of the post if one of the cables should be parted . The cable shall be fastened to the top of the end intermediate brace post with an eye bolt through the post and a turn-buckle connecting the eye bolt to the cable. The end intermediate post shall be braced to the bottom of the end post with a short length of cable attached. A length of cable shall connect the end intermediate brace post and the end post at the top. 12 _ Eye bolts shall have a shoulder on the eye end and shall be provided with a nut and lock washer. Where the eye bolt is to be installed through a pipe section, 2 lead washers shall be placed against the shoulder of the eye, and a lead washer backed and the nut tightened sufficiently to seal the hole in the pipe . All holes drilled in steel post sections shall be cleaned and painted before the eye bolts are installed with 2 coats of paint. High Zinc Dust Content . The ends of all cables shall be seized with annealed iron wire passed around the end of cable and the line cable. The seizing shall be at least 1 inch in width. d . Fence Fabric. Chain link fabric shall be placed on the face of the post away from the site. The chain link fabric shall be placed approximately 2 inches above the ground and on a straight grade between posts . The fabric shall be stretched taut and securely fastened to the posts . -Stretching by motor vehicle will not be permitted. Fastening to end , gate, corner, and intermediate brace posts shall be with stretcher bars and fabric bands spaced at one foot intervales. The fabric shall be cut and each span attached independently at all intermediate brace and corner posts . Fastening to post, top rail , top tension cable or spring tension wire shall be with wire , metal bands, hog rings, or by other approved method . Rolls of wire fabric shall be joined be weaving a single strand into the ends of the rolls to form a continuous mesh. PART 4 MEASUREMENT AND PAYMENT 4. 01 Measurement a. The quantity to be paid for under this item shall be the actual number of lineal feet of chain link fence installed complete in place . 4. 02 , Payment a. Payment for work done under this item shall constitute full compensation for all tools, labor, equipment , plant and materials required to 13 complete the work as shown. on the Drawings and as specified herein including excavation for and placement of concrete bases . r 14 SECTION 02270 SLOPED RIPRAP EMBANKMENT PART 1 GENERAL 1 . 01 General Requirements a. Attention is directed to the General Conditions and Supplemental General Conditions, including all subdivsions thereof, which are made a part of this section. 1 . 02 Scope a. The contractor shall furnish all labor , materials, plant, tools, services and equipment necessary to completely construct sloped riprap embankment, as shown on the Drawings and as directed by the Engineering/Architect and as specified herein . 1 . 03 Related Work Specified Elsewhere a. Environmental Controls - Section 1560 b . Earthwork - Section 02200 1 . 04 Requirements of Regulatory Agencies a. All applicable Federal , State and Local rules , regulations laws and ordinances governing the work to be done under this section shall be strictly adhered to. PART 2 MATERIALS 2 . 01 On-site Materials a. All on-site rubble stone existing in the wall . to be demolished shall be utilized as riprap material except . as may be otherwise directed by the engineer. 2.02 Blasted Ledge Riprap a. Blasted ledge riprap shall be hard durable angular stone, a minimum of 12 inches in any dimension. The source and characteristics of blasted ledge riprap shall be approved by the Engineer prior to materials being brought on site. 15 PART 3 EXECUTION 3. 01 Placement of Riprap a. Riprap shall be placed on a prepared earth base , shaped to the lines and. grades indicated on the drawings. Stone shall be placed so as to form a finished surface of uniform appearance. The interstices between large stones shall be chinked with smaller stones. Base stones along the existing wall shall define the toe of the proposed embankment and shall not be disturbed . PART 4 MEASUREMENT AND PAYMENT 4 . 01 . Measurement a. The quantity of riprap embankment constructed of on-site materials shall be the actual number of square yards of riprap -embankment measured complete in place. b. The quantity of riprap embankment constructed of blasted ledge stone shall be the actual number of square yards of riprap embankment measured compl=ete in place. 4 . 02 Payment a. Payment for work done under these items shall constitute full compensation for all tools, labor, equipment , plant and materials required to complete the work as indicated on the Drawings and as specified herein . 16 SECTION 02480 LANDSCAPING PART I GENERAL 1.01 General Requirements a. Attention is directed to the General Conditions and Supplemental General Conditions, including all sub- divisions thereof, which are made a part of this Section. 1.02 Scope a. The Contractor shall furnish all labor, materials, plant, tools, services and equipment necessary to completely construct. and/or restore landscape facilities as shown on the Drawings and as directed by the Engineer/Architect and as specified herein. 1.03 Related Work Specified Elsewhere a. Environmental Controls - Section--,01560 b. Earthwork - Section 02200 1.04 Requirements of Regulatory Agencies a. All applicable Federal, State and Local rules, regulations, laws and ordinances governing the work to be done under this Section shall be strictly adhered to. PART 2 MATERIALS 2.01 Loam a. Loam shall be stripped from the area of excavation and stockpiled as directed by the Engineer/Architect. b. Ground Limestone. Ground limestone shall consist of pulverized limestone obtained by grinding either calcareous or dolomitic limestone so that 45 percent of the material will pass a No. 20 sieve and at least 50 percent will pass a No. 100 sieve. The ground limestone shall have a neutralizing value satisfactory to the Engineer/Architect, and shall be only such as will have been marketed in accordance with those provisions of General Laws of the Commonwealth of Massachusetts which relate to commercial fertilizers. i 1 I c. Fertilizer. Fertilizer shall be furnished in containers plainly marked with the chemical analysis of the product and it shall'have one of the following compositions by • weight: 10-6-4 8-6-4 7-7-7 Nitrogen 10% min. 8% min. 7% min. Available Phosphoric Acid (p205) 6% min. 6% min. 7% min. Water Soluble ' Potash (K20) 4% min. 4% min. 7% min. At least 50 percent by weight of the nitrogen content of the fertilizer shall be derived from organic materials. No fertilizer shall be used which has not been marketed in accordance with the provisions of General Laws of the Commonwealth of Massachusetts, relating to fertilizers. d. Seed. Grass seed shall be of the previous year's crop and in no case shall the weed seed content exceed 2 percent by weight. The grass seed shall conform to the requirements of the following tables: Lawns Proportions Germination Purity a Minimum Minimum Red Fescue or Chewing's Fescue 60% 70% 83% Red top 20% 90% 92% Kentucky Blue 20% 80% 85% No seed may be sown until the contractor has submitted to the Engineer/Architect two copies of producer's certificates of compliance with the specifications for each shipment of each mixture of seed. These certificates shall include the guaranteed percentages of purity, weed content and germina- tion of the seed, and also the net weight and date of shipment. PART 3 EXECUTION 3.01 Loaming and Seeding a. Prior to stripping, the loam shall have demonstrated by the occurrence upon it of health crops, grass or other vegetative growth, that it is reasonably well drained and that it does not contain excessive amounts of either acid or alkaline. elements. • 2 I s The area upon which the loam is to be placed shall be raked, harrowed or dragged to form a reasonably smooth surface. • All stones larger than two (2) inches, undesirable growth over two (2) inches and debris shall be removed from the area and disposed of by the Contractor outside the locations. When directed .by the Engineer/Architect, additional suitable material shall be spread as required to repair gullies or depressions. The labor, equipment and materials necessary shall be furnished at the Contractor's expense. The loam from borrow of the previously stockpiled loam shall be hauled, deposited and spread to the directed depth on the areas shown on the plans or designated by the Engineer/Architect. All grass and weed growth on the areasdesignated to be loamed, shall be cut to a maximum height of two (2) inches before the loam is placed thereon. After the loam has been spread, it shall" be carefully pre— pared by spading or harrowing, and raking with iron rakes. All large, stiff clods, lumps, large stones, brush, roots, stumps, litter and other foreign material shall be removed from the loamed area and disposed 'of satisfactorily. The whole surface shall then be rolled with a hand roller weighing not more than 100 pounds per foot of width. During the rolling, all depressions caused by settlement or • rolling Ahall be filled with additional loam, and the surface shall be regraded and rolled until it presents a reasonably smooth and even finish and is up to the required grade. During hauling operations, the roadway surface shall be kept clean and loam or other dirt which may be brought upon the surface shall be removed promptly and thoroughly before it becomes compacted by traffic. If necessary, the wheels of all vehicles used for hauling shall be cleaned frequently and kept clean to avoid bringing any dirt upon the surface. . The Contractor shall take all reasonable precautions to avoid injury to existing or planted growth. The seed shall be sown only between the periods from April 15 to June 1 and from August 15 to October 15, except as directed by the Engineer/Architect. The Contractor ' shall not proceed with the work of seeding until the permission of the Engineer/Architect has been obtained. When the seed bed has been prepared for planting, if the time is not appropriate for seeding, according to the requirements as specified, the seeding shall be done at the next planting season, subject to the approval of the Engineer/Architect. 3 Where postponement has been necessary, all weeds and other growth that may exist in the bed shall be removed to the satisfaction' of the Engineer/Architect without additional compensation. Ground limestone where necessary shall be spread and thoroughly incorporated in the layer of loam to adjust the acidity of the loam. The rate of application of the limestone will vary up to a maximum of one (1) pound per square yard depending on the results of laboratory test conducted by the Engineer/Architect. The ground limestone shall be thoroughly incorporated into the layer of loam and the upper one (1) inch of the under— lying subsoil by harrowing and raking so as to provide a layer of thoroughly mixed material for the seed bed. After the application of ground limestone on the seed bed, fertilizer shall be spread on the top layer of loam at the rate of 0.2 pounds per square yard. The full depth of loam shall then be spaded or harrowed and graded to the required cross—section. After the loamed areas have been prepared and treated as herein before described, grass seed conforming to the respective formulas herein before specified shall be carefully sown thereon at the rate of approximately 3.6 pounds to each 100 square yards. Seedings shall be done in two directions at right angles to each other, preferably by means of rotary or other mechanical seeders. No seeding shall be done during windy weather or when the ground is frozen, wet or otherwise nontillable. As soon as the seed is sown, it shall be thoroughly covered with a thin layer of loam by raking. Finally, the surface shall be rolled with a hand roller weighing not more than 100 pounds per foot of width. The seeded areas shall be carefully and suitable sprinkled with water from time to time as directed. After the grass has appeared, all areas and parts of areas which fail to show a uniform strain of grass, for any reason whatsoever, shall be reseeded and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. The Contractor shall maintain all of the seeded areas until the work has been finally accepted, without compensation in addition to the amount regularly to be paid under this item as herein before provided. Maintenance shall include all mowing, regrading, refertilizing, and reseeding which may be necessary. 4 PART 4 MEASUREMENT AND PAYMENT 4. 01 Measurement a. The quantity to be paid for under this item shall be the actual number of square yards of loam and seed as measured in place by the engineer . 4 . 02 Payment a. Payment for work done under this item shall consitute full compensation for all tools, labor, equipment , plant and materials necessary to complete the work as indicated on the Drawings and as specified herein . SECTION 03300 CAST IN PLACE CONCRETE PART 1 GENERAL 1.01 General Requirements a. Attention is directed to the General Conditions and Supple- mental General Conditions, including all subdivisions thereof, which are made a part of this Section. 1.02 Scope a. The Contractor shall furnish all labor, materials, plant, tools, services and equipment necessary to completely con- struct reinforced concrete walks as shown on the Drawings and as directed by the Engineer/Architect and as specified herein. 1.03 Related Work Specified Elsewhere a. Earthwork - Section 02200 1.04 Requirements of Regulatory Agencies a. All applicable Federal, State and Local rules, regulations, laws and ordinances governing the work to be done under this e section §hall be strictly adhered to. PART 2 MATERIALS 2.01 Concrete a. Cement. Concrete shall be a homogeneous mixture of cement, aggregate, water and additives and shall conform to Section M4.02.00 of the Comm, of Mass, Standard Specifi— cations for Bridges and Highways for Class A concrete (Min. 28 day compressive strength of 3000 psi). b. Reinforcing Steel. Reinforcing steel shall conform to the latest requirements of ASTM A 615, Grade 40. PART 3 EXECUTION 3.01 Reinforced Concrete a. The construction methods used for forming, placing, curing and stripping reinforced concrete walks shall conform to ACI Reference Standard 347, "Recommended Practices for Concrete Formwork". r 77 b. The Contractor shall submit all concrete forming , placing, reinforcing and curing procedures to the Engineer/Architect for his approval prior to the commencement of work . PART 4 MEASUREMENT AND PAYMENT 4 . 01 a. No separate payment shall be made for work done under this section . Payment therefore shall be deemed to be included in other bid items under this contract . Y p 1 P ` (pJ ��. 0GVc� COL L/ NS COVE: M77LQ/N7-/C OCEA/" LOCUS n�A� 253 ' --- --- • ,1 DATE 64- (o+ /G ?s9G 9°J -7 /09 S �/O S DEC. /6, /984 — G9 /D + 2 /4+23 v LfC/JT/�/LC .3TDNE /VY,4[ [- - TO f3E eE_ /OVEp /3+93 /¢ /¢ o' + Revised By /2+6T. /df 53 /3 zB / t69 12 4- /2+9/ /3*03 z R/P.QAP (/N ACCO20ANGE IY/7-/-1 AIA0s, 0Pj-,1 z'7-0. oPEE'z% � is'4eo 2/PSP \ 3 /3 +BG /3� 75 2/ /3185 /4 `oG 07 / =I TP DEGY�E /YE!�/_ PfZt]P �J 7 /¢+ & � .STEP x/5 //k 7 A1aLG W a A-5 49/e6fr6D !4 +0 ,j I y� 3 4 • � ESC/JT/�/f� .SPDi EGEV. (TYP/C,q�-) / } V � � 0 qj I � � v (° IQ O Q -17-OP T� PL,QN I ql w0 (To 861,16/N) I a O v m V p , h, I 'rlA 1° II 'EX/, WU J4J.01 -E 7 I .SSC TION -� 6E4cu - -- I N � q / �le Q m Irl � 6vo 02 Co2N�2 Po�T L/.vim�o3r� C4 P(ryv.) �1 n PP�d 'N i O T. yovo) To2Ec�a/v 720,f R4/6 � , n _ JWALL- A-A ,15Q--56 OM"6 Ta TYPICAL ,�►° i h � � -�\ % L�dIor� O C � �� � /<�60,41rcaL>sE U K Ll OETQ/G ' 0%4/1-1 G/M� I�1C �� TJ/ON C—G / NOTE - LSV, .P5FE/L 7-01614,4Y/9417 V/-/ W i t ' N /D CO/Y I/E27 Ta /t.1 ,4 TU.t-f .SC L� ••• / - - 0Ue7-Z,4C7- ¢.5& •7:_,eOM Z51_. SHEET N0. Sheet of / COMM. NO CONTRACT o2Q/yiNc 04fj9 .ry�f*.CONDIT�t, LlTiN Vf dpra, Gti�.+ UL .l4✓.[4 D ��� d� Iaztzzin� IIttr�T AUG 2 8 1985 s �p (� ?$tem Orrin CITY Or SALEM HEALTH DEPT. REQUEST FOR REVIEW COMMENTS SPECIAL PERMIT DATE: TO: ( ) BUILDING. INSPECTOR _ C ) CONSERVATION COMMISSION. ( )/ CITY ENGINEER ( - ) Other: BOARD OF HEALTH Attached please find the application referenced below. The Planning Board re- quests that you review this application relative,to Section VII of of the Zoning Ordinance. We would appreciate your completing the form below and returning .it to .us. Notice of-,the public healing for--this application will be forwarded to you. (C.)'�'WETLANDS AND FLOOD HAZARD" DISTRICTS ' (SITE PLAN REVIEW ( ) CLUSTER DEVELOPMENT ( ) BUSINESS PARR DEVELOPMENT DISTRICT ( )�PLANNED UNITO DEVELOPMENT n n� APPLICANT: PROJECT idANE & ADDRESS,: \.kW, AkMA,Q Z CONTACT PERSONS AND PHONE: /p,���-✓ � Applicant: �G(J lam/ IYU� CITY: COMMENTS DUE BY: (Failure to comment within 35 days shall be deemd lack of opposition. ) ( ) Concur with proposal (Explain on reverse side) ( ) Need more information (Explain on reverse side) C ) Cannot concur with proposal (Explain on reverse side) (A Comments included Zuteeg..� C HEALTH AGENT September 4, 1985 VIEWER'S SIGNATURE TITLE DATE Salem Health. Department September 4, 1985 The applicant will submit to the following specifications: 1. The design proprosal concurs with the City Engineering Department and City Plumbing Inspector for Utility Tie-Ins for drinking water, sanitary waste (Sewage) , gas lines, and/or any other utility service. 2. Prior to water service (drinking water) being put into service that it be tested for pressure and bacteria. 3. Employ an acceptable method for removal from site all construction debris,vegetation waste, and any unacceptable excavation material generated due to site construction. 4. Employ an acceptable method for dust and street cleaning control during site construction. 5. Employ ,an acceptable method of cleaning and maintaining the catch basins. 6. Prior to site start-up and during site construction employ a licensed pest control firm for site evaluation and service with a copy of the service invoice sent to the Health Department. 7. Employ an acceptable method or means for the holding and disposal of trash (rubbish) after site development with a copy of this method in writing sent to the Health Department. FOR THE BOARD OF HEALTH C: ROBERT E. BLENKHORN, C.H.O. HEALTH AGENT REB/m, t } .McNeil&Nssod ake Inc. qF P.O.BOX 407,420 PROV I DENCE HIGHWAY,W ESTWOOD,MA.02090 326-5800 September 20, 1985 NIS E P 2 4 1986 Mr. Robert E. Blenkhorn, C.H.O. CITY Or SALETHHEALTH DEPT. Salem Board of Health Nine North Street Salem, MA 01970 Reference: Collins Cove Condominiums Memorial Drive Salem, Massachusetts Dear Mr. Blenkhorm: I appreciated having the opportunity of meeting you and the Board concerning the development of our proposed 36 townhouse condominiums. As I stated at the meeting, our firm will comply with the recommendations of the Board of Health as delineated in your correspondence to the Salem Planning Department, dated September 4 , 1985. Specifically, we will comply with the following specifications : 1) Obtain approval from the city Engineering Department and city Plumbing Inspector for utility tie-ins for drinking water, sanitary sewage, gas lines and/or any other utility services. 2) Test our drinking water for pressure and bacteria prior to occupancy. 3) All site debris, vegetive waste, excess earth and ledge, will be trucked off site via our subcontractors. If we encounter any buried debris at the site or any type of hazardous waste, we will emply licensed contractors to remove the material in accordance with state law. We will provide the Board with the results of our 21E (i.e. , hazardous waste) tests. � � 1 Mr. Robert Blenkhorn -2- September 20, 1985 4) During construction of Collins Cove, we will clean the street immediately adjacent to our site as conditions warrant. If excessive dust occurs during construction, we will use water or calcium to control the dust. 5) Catch basins will be cleaned as necessary during construction and following the completion of the condominium project. 6) Prior to and during construction, we will employ the services of Watch All , Inc. , a licensed pest control firm located in Hingham, Massachusetts . The firm will do a site evaluation and provide recommendations as to what pest control measures should be taken prior to the start of construction and during construction. A copy of these services will be provided to the Board of Health. 7) All trash generated from the development will be disposed of via a private disposal contractor. Completely enclosed metal dumpsters will be provided for holding of rubbish at the site. Screening will be provided around the containers. If you have any further questions or concerns , please do not hesitate to contact me. Very truly yours, McNEIL & ASSOCI ES , C. D � RI Ni l l SEP 2 4 1985 Thomas Southworth Assistant Vice President CITY OF SALEN1 HEALTH DEPT. TS/kag cc: Mrs. Dale Yale Planning Department Salem, Massachusetts JVTO (ed ssocuates xlnc. k Ail, P.O.VO%407,420PROVIOENCE HIGHWAY,WMTWOOO MA.0209U 328-5800 rIz affs .. . . £ April 22 ,' 1986 APR .23998$ Robert Blenkhorn, C.H.O. t1Y OF Salem Board of Health . * Nine North,Street • ft�a Vz'MA '01970 Reference: Collins Cove Condominiums Dear Mr. Blenkhorn: This is to inform you that we will be placing calcium chloride or other suitable measures on our: site as required for dust control during the remainder of the construction time for Collins Cove. I have asked Steve Certa of Watchall, Inc. to provide you with a written statusof . ' our pest control program. If you have any questions, please do not hesitate to contact me. Very truly yours, McNEI & ASSOCIATES, INC. J Thomas Southworth Vice President TS/kag r t ' "'Ffw le V CPTY OF SAI;gM HPALTi( DIRT... Pest Management & Damage Repair 134 WardSt. • Hingham, MA 02043 • Tel. 749.0350 Aptit 28, 1986 Robeht E. Blenhho)Ln C.H.O. He_atth Agent City o6 Satem 9 North St. Salem, MA. 01970 Re. Cotti.n6 Cove Development Site Dean: RobeAt, I wou.td ldhe to update .the Satem Heatth DepaAtment o6 ouA Rodent Con Lol SeAvice at .the CoUi.n6 Cove Condominium Site. To date, Watch Aft, Inc. has been inspecting and baiting, where needed, 6oA Ants even y two weeks since OctobeA 1985. At this time .the rat populati.on is undeA eontAol. Watch Att, Inc. wiU continue ouA sen.viee unti,t the eomptetion o6 alt constAueti.on and the Condominium Association a64umes eontAol o6 the site. On ApALt 17, 1986, Watch All., Inc. completed a neighbothood survey to hetp identi6y any Rodent paoblems. The AesuLtz weAe very positive, a.tt Auidents. sunveued wehe veAy pleased with out seAvice. Enetosed please bind ouA. notice to the nei.ghbonhood Aesident6. 16 you have any questions oA rAobtemz ptease beet 6Aee to call. top e CeA.ta .V.P. Pest &Ianagement cc; Kt. .Thomas' Southworth, McNeil E Associates, Inc. mac/sc �� APR ®1986 INC. le \v/ . DI CPTY OF 36LY1/ HEALTM DEPT. Pest Management &Damage Repair. 134 Ward St. 0 Hingham, MA 02043 • Tel. 749-0350 Aptit 17, 1986 TO ALL RESIDENCE OF THE COLLINS COVE NEIGH&'P.HOOD Fan .the w-st 6 rr.ont!u Watch Att, Inc. has been peh:5o-tming a Rodent Conttnot Sehv.tee on the CoUi.ne Cove Co"ttuctcon Site. 1; you notice any Rodent activity Pteaae Seet Spee .to caU oyt o66ice. Good connnun.icattion wilt c ea,te good cowtnoQ kutttt6. Thank Vou �M,counir�� 'rr � 4r d8p/NRI6 CITY OF SALEM HEALTH DEPARTMENT BOARD OF HEALTH Salem, Massachusetts 01970 ROBERT E. BLENKHORN 9 NORTH STREET HEALTH AGENT (617) 741-1800 November 14, 1985 Mr. Thomas Southworth McNeil b Associates, Inc. 420 Providence Highway Westwood, Mass. 02090 Dear Sir: At the Board of Health meeting of November 12, 1985 discussion took place concerning the Watch All , Inc. letter of October 15, 1985 (see enclosed) . The Board of Health respectfully requests that a copy of the services provided at the Collins Cove site and the policy or program to be implemented during the after site completion be sent to this office. If you .have any questions please call this office at 741 -1800. Sincerely, FOR THE BOARD OF HEALTH ROB R ENKHORN, C.H.O. HEALTH AGENT REB/m cc: Mr. Stephen Certa, Watch All , Inc. Encl . , • INC. Pest Management & Damage Repair 134 Ward St. • Hingham, MA 02043 • Tel. 749.0350 OctobeA 15, 1985 D M NOV 5 1 5 Mt. Thomas SouthwoAth CITY O: SALEM McNeit E Associates, Inc. HEALTH DEP:I. 420 PAov.idence Highway Westwood, lda. 02090 RebeAenee: Site Evaluation Collins Cove Condominiums DeaA Tom, On Wednesday, OatobeA 2, 1985, T met with Mt. RobeAt E, BtenkhoAn, Health. Agent 6oA'the City o6 Salem. ' At that time we watked the pe&imeteA o6 the site ob the pnopo4ed Coltin4 Cove Condomini.uma. My Recommendations ate as 4ollows: A. Rodent ContAot B. Nuisance Mammal Contnot, A. Rodent ContAot Due to the tidal {lata abutting the condominium site and .the taAge wooded area on the site a bi-monthty ( eveAy two weeks } Rodent ContAot SeAvice .should be imptemented six weeks pA.io)L to .the demolition os the wooden &t&uctuAe of any constAuction activity. The National Pest ContAot Association's Techn.ieat Retease #ESPC 041334 to 041336 " Good PAactiee to the Use of Ctosed Bait Stations 46a Commensal. Rodent ContAot " and the Nationat Pest ContAct A44ociation'4 Technical Release #ESPC 041338 to 041345 " TampeA Resistant Bait Stations " should be used as a guide .in the ContAot PAogAam. The ContAot PRognam will include the jotlowing: 1. Baiting the inteAiot and extexioA ob .the wooden 44AuctuAe pAioA to .the demolition. 2. Baiting o6 the tidal Etats 2 beet 6&om the high wateA monk with. TampeA Resistant Bait Stations. 3. Baiting of the wooded aAea with Tamper. Resistant Bait Stations. 4. A Aecotd of .the placement o6 all bait stations, 4eAv.iee dates, Results, and .the name o6 .the PCO ( Pest ContAot OpenatoR ) who denviced the station. Y , ( i �t i r. - Pag e 2 The Rodent Contxot PAogRam 6houtd be continued duAing as phases o6 con4t)tuct,i.on, when .the eon4t4action .is completed ,it is out Aeeommend4tion that a Rodent Cont OZ Maintenance, PRognam be adopted by .the Co2Eina Cave Condominium A66oeiation .t6 neeeszoAy. B. Nuisance Mammae ContAot - Six weeks prior to any con6tAuetion, a v.i6uaC inspection shoutd be made o6 the site in the very ,Cate. evening or in the eaRty morning houU to determine .i6 any Racoon, opossum, votes, aqu AAe2, uutd cats, etc. are inhabiting .the site. 16 .the potential o6 a Nuisance MammaC ptobtem is expected, an apptication bot Nuisance Mammal Controt Pekmi.t shoutd be 6i2ed with the CommonweaC.th. o6 Massachusetts Division o6 Fish 6 W.iUU6e,, and then eontAol methods 6houtd commence .immediatety. I have enctosed .the 6ottowing matmULts so that you may better understand the recommendations I have made. 1. A TampeA Resistant Bait Station BrochuAe. 2. NPCA #ESPC 041334 to 041336 " Good PRaetice .in the Use o6 Closed Bait Stations. 3. NPCA #ESPC 041338 to 041345 " Tamper Resistant Bait Stations. 4. NPCA #ESPC 043222 to 043228 Racoons. S. Sample Nuisance Animat ContAoC Permit. 6. Sample Label and MSDS bot ContAae Rodenti.ci.de6. SinceAety, Stephen Certa Mash. License 008785 �I INC. Ile ``7 Pest Management & Damage Repair 134 Ward St. • Hingham, MA 02043 • Tel. 7495 NovembeA 13, 1985 NOV 19 N5 Ma. Robert F. Btenk_hoan CITY Or SALEM Health Agent City ob Salem HEALTH DEPT. 9 Noath Stuet Satem, Ma. 01970 RebeAenee: Paoposed CottCns Cove Condominium Site Dean Ma. Btenkhaan, Thank you bon yowe gime and eoopenation as I bami -axi.zed myseeb with .the paaposed Coffins Cove Condominium Site. An .initi.at Inspection and site evatuation was eompteted on Wednesday, OatobeA 1 2, 1985. My necommendati,ons bah Rodent and Nuisance Animae ContAot were made . to McNee 9 Associates and a copy ob these tecommendatians weAe bonwanded to you. The bottowing .is a summary, to date, ob the Rodent and Nuisance AnimaE Contut SeAv,ice .that has been eantAaexed by McNeie 9 Associates bon .the paopozed site. The Rodent ContAot Paogaam began on Monday, NovembeA 4, 1985. The Saeem Pot.iee was noti6ied ob owt activities and paesenee on the site. A neighborhood suavey was taken to establish .ib any nuisance animae paobtemz existed, .the tocae nes.idence advised me ob a oat and skunk paobtem. A caaebue v.isuat .inspection ob the site was eompteted. Att v.is.ibte aodent bwucom were bared with 1.5 oz. ContAac ThAow Packs, a sampte ob this Rodenticide was given to you atong with a sampte tabet and the Matexi.at. Satiety Data. Sheet. A Nuisance Animat ContAot PeAm.it has been appt.ied bon with the Commonweaeth ob Massachusetts D.iv.is.ion ob Fishvu.es 9 Witdtibe, as soon as the permits ane .issued a tAapp.ing paagaam wiU begin to hemove the skunks boom the site. The wooden stnuetuAe seheduted to be demotished has been bared boa oats and mice. Oua seAv.ice openatoas Witt be on the site eveAy two weeks untie the comptetion ob ale eonstAuetion and the Condominium Association takes contAot ob the site. Thank You, Stephl eeXC�xta cc: Ma. Thomas Southworth, McNeit 9 Associates .. . ti.. Litu of c 71Fitt, C �ttsS�rhu�c##� H. OCT 2 2 1985 q CITY O SALEM (011e Cttjrm GreP / it HEALTH DEPT.. OCT 12 02 PH X65 FILL DECISION QCT ZZ 12 02 I Tl tBL t4 J CIT 45�EFl.kASS. SPECIAL PERMIT 5171 oY ;?;i f c`.At kASS. WETLAND AND FLOOD HAZARD SPECIAL PERMIT McNeil and Associates, Inc. 420 Providence Highway Westwood, MA. On Thursday, Septenber 5, 1985, the Planning Board of the City of Salem held a public hearing regarding the application of McNeil and Associates for a Special Permit under Section P, Wetlands and Flood Hazard Districts, of the Salem Zoning Ordinance, with respect to the construction of 36 townhouse condominium units on Szetela Lane (Collins Cove) , Salem. At a regularly scheduled meeting of the Planning Board held on October 17, 1985, the Board voted, by a vote of five in favor, none. opposed, to approve the application as complying with the requirements for the issuance of the Special Permit with the following conditions: 1 . Work shall conform to plan entitled "Site Plan, Collins Cove Condominiums", dated August 23, 1985, prepared by James W. Haley, PE. 2. Sloped granite curbing shall be installed along all access roadways/driveways. 3. All work shall be subject to Conservation Commission approval . 4. Refuse removal, road and ground maintenance, including public walkways, snow removal and maintenance of bridge at westerly end of the walkway shall be the reponsibility of the homeowners' association. 5. All construction.within the development shall be conducted in accordance with the following conditions: a. No work shall commence before 7:00 a.m. on weekdays and 8:00 a.m. on Saturdays. Work shall cease at 5:00 p.m. No work shall be conducted on Sundays or holidays. Inside work of a quiet nature shall be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters such as noise, dust, fumes. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. c. All construction vehicles shall be cleaned in order that they not leave dirt and/or debris on the road as they leave the site. Page Z OCT 2 2 1985 Y CITY OF 3ALEA1 HEALTH DEPT. d. The Salem Fire Protection Code regarding blasting shall be strictly adhered to (M.G.L. C 118 S-10A and 527 G.M.R. 13.00). e. Drilling and blasting shall be limited to Monday - Friday only between the hours of 8:00 a.m. and 4:30 p.m. There shall be no drilling or blasting on Saturdays, Sundays or holidays. f. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board. A Clerk of the Works shall be provided by the City at the expense of the developer as is deemed necessary by the Director of Public Services or the City Planner. 6. Landscaping of the project shall conform to plan entitled, "Landscape Plan, Collins Cove", prepared by Greenwave Landscaping Service and dated October 8, 1985. a. Mature trees shall be a minimum caliper of 3". Shrub diameters shall be minimum of 18-24". b. Shrubs and trees shall be maintained in a healthy and thriving condition. Should these plantings not remain in a healthy and thriving condition, the reponsibility for replacement of such plantings shall be the developer or his successor in interest. 7. The developer shall adhere to all state statutes regarding burial grounds, particularly M.G.L. Ch. 272, Section 73, Injuring or Defacing Tombs. 8. Dimensions of parking spaces shall be subject to provisions of the Salem Zoning Ordinance. 9. Off-street lighting facilities which are used at night shall be provided with adequate lighting installed and maintained in such a manner so as not to reflect or cause glare on abutting or facing residential premises nor to cause reflection or glare which adversely affects safe vision of operators of vehicles moving nearby streets. A recommended standard for lighting is a minimum intensity of one ( 1) foot candle on the entire surface of the parking facility. 10. Written approval of the landscape screening provided to the abutter on the easterly side of the property shall be submitted to the Planning Board. 11. Plans for the construction proposed for the 41,692 s.f. parcel recently subdivided shall be submitted to the Planning Board. Such plans shall include plans for dock and pier facilities. 12. Substantial violation of these conditions shall result in revocation of this permit by the Planning Board. — Page 3 — I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file 'with the Planning Board. This Special Permit shall not take effect until a copy of the decision bearing the certification of the City Clerk that twenty (2o) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded on the owner's certificate of title. The fee for recording or registering shall be paid by the owner or applicant. Walter B. Power CS . . - Chairman, Planning Board OCT 2 2 198') � ,, CITY OF SALEM HEALTH DEPT. N o Tt ity of OCT 2 �� .�'1 P k� ��1tt11ning ��attrD _ !_,?i CITY O' S i L'ill `Pp T Air C ttlelll Grern HEALTH pEPT. DECISION OCT 27 12 Flu 4 SPECIAL PERMIT SITE PLAN REVIEW McNeil and Associates, Inc. 420 Providence Highway Westwood, MA. On Thursday, September 5, 1985, the Planning Board of the City of Salem held a public hearing regarding the application of McNeil and Associates for a Special Permit under Section R, Site Plan Review, of the Salem Zoning Ordinance, with respect to the construction of 36 townhouse condominium units on Szetela Lane (Collins Cove), Salem. At a regularly scheduled meeting of the Planning Board held on October 17, 1985, the Board voted, by a vote of five in favor, none opposed, to approve the application as complying with the requirements for the issuance of the Special Permit with the following conditions: 1 . Work shall conform to plan entitled "Site Plan, Collins Cove Condominiums", dated August 23, 1985, prepared by James W. Haley, PE. 2. Sloped granite curbing shall be installed along all access roadways/driveways. 3. All work shall be subject to Conservation Commission approval. 4. Refuse removal, road and ground maintenance, including public walkways, snow removal and maintenance of bridge at westerly end of the walkway shall be the reponsibility of the homeowners' association. 5. All construction within the development shall be conducted in accordance with the following conditions: a. No work shall commence before 7:00 a.m. on weekdays and 8:00 a.m. on Saturdays. Work shall cease at 5:00 p.m. No work shall be conducted on Sundays or holidays. Inside work of a quiet nature shall be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters such as noise, dust, fumes. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. i - Page 2 - OCT 2 2 19h C. All construction vehicles shall be cleaned in order d1ItyrbfrySALLINi not leave dirt and/or debris on the road as they leave the sitMEAL'1'H DEPT. d. The Salem Fire Protection Code regarding blasting shall be strictly adhered to (M.G.L. C 118 S-10A and 527 C.M.R. 13.00) . e. Drilling and blasting shall be limited to Monday - Friday only between the hours of 8:00 a.m. and 4:30 p.m. There shall be no drilling. or blasting on Saturdays, Sundays or holidays. f. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board. A Clerk of the Works shall be provided by the City at the expense of the developer as is deemed necessary by the Director of Public Services or the City Planner., 6. Landscaping of the project shall conform to plan entitled, ° "Landscape Plan, Collins Cove", prepared by Greenwave Landscaping Service and dated October 8, 1985. a. Mature trees shall be a minimum caliper of 3". Shrub diameters shall be minimum of 18-24'x. b. Shrubs and trees shall be maintained in a healthy and thriving condition. Should these plantings not remain in a healthy and thriving condition, the reponsibility for replacement of such plantings shall be the developer or his successor in interest. 7. The developer shall adhere to all state statutes regarding burial grounds, particularly M.G.L. Ch. 272, Section 73, Injuring or Defacing Tombs. 8. Dimensions of parking spaces shall be subject to provisions of the , Salem Zoning Ordinance. 9. Off-street lighting facilities which are used at night shall be provided with adequate lighting installed and maintained in such a manner so as not to reflect or cause glare on abutting or facing residential premises nor to cause reflection or glare which adversely affects safe vision of operators of vehicles moving nearby streets. A recommended standard for lighting is a minimum intensity of one (1) foot candle on the entire surface of the parking facility. 10. Written approval of the landscape screening provided to the abutter on the easterly side of the property shall be submitted to the Planning Board. 11. Pians for the construction proposed for the 41,692 s.f. parcel recently subdivided shall be submitted to the Planning Board. Such plans shall include plans for dock and pier facilities. — Page 3 — 12. Substantial violation of these conditions shall result in revocation of this permit by the Planning Board. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. This Special Permit shall not take effect until a copy of the decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded on the owner's certificate of title. The fee for- recording or registering shall be paid by the owner or applicant. Walter B. Power Chairman, Planning Board 1 OCT 2 21981) CITY Or SALEM HEALTH DEPT. i - ' 3.2IGG_s ,_4,S-S_oc . �- 8_7_/�6 a yo Special Permit Wetlands and Flood Hazard Districts for Mc Neil and Assoc. Inc. Townhouses at Collins Cove GULF OF MAINE RESEARCH CENTER <:> CONSULTING SERVICES SUITE 200 30 CHURCH STREET SALEM, MA 01970 (617)745 -6618 CITY OF SALEM, MASSACHUSETTS APPL I CAT I011 SPECIAL PER.IIT WETLANDS AND FLOOD HAZARD DISTRICTS Mr. Thomas Southworth Applicant: McNeil and Asso at rnr AUG Z8 10 32 AM X85 Cid} Clerk. Sta'7'n b,ddress : 420 Providence Highway Wegfwona � MA 02090 Telephone :326-5800 CITYO*L'Jlr„ S.”q;)4.MAS& Owner: Same Address_ Same Location of Property: Old Convelescent Home Property , Essex St Pxf- and Memorial Dr. Prcject Description: Constuction Of 36 Townhanso g , _ Pviblir Walkw;;a Eiank Revetment. I, It has been determined by the Building Inspector that the above property lies in the following area(s) : A. Wetlands District - Wetlands (X ) Buffer Zone ( X ) B. Flood Hazard District Zone A { ) Zone A3 ( } Zone V3 (X } II, Information required includes this application and the following additional info---tion (file one copy of everything with the City Clerk and five copies with the Planning Board ; all copies must be stamped by the City Clerk) : A. A site plan at a scale of 1" equals 20' prepared by a registered j land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie- in to the nearest road intersection; 2. The location, boundaries, and dimensions of each lot in question; 3. Two-foot contours of the existing and proposed land surface; 4. Location of existing and proposed structures, water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. -2- B. In the Wetlands District, a determination by a qualified engineer of the seasonal high water table, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths, pressures, velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certi- fied, the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. £. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x) by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to be discharged from or onto a wetland, unless all the following condi- tions are found to exist as part of the granting of a Special Permit by the Planning Board (Use additional pages if necessary) : A. All Districts : (X) 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land is located. Yes X No (x) 2. There is adequate convenience and safety of vehicular and pedes- trian movement within the site, and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from, water bodies or high runoff. See Plan. Construction lies between 16 ' and 38 ' above mean high water. Any flooding would only occur from runoff. The drainage system has been designed to withstand 100 year storm frequency. See Appendices A and B. -3- W 3. Utilities, including gas, electrictity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. (Provide details) Entire construction is above 100 year flood level. LAND DRAINAGE complies with 100 year storm frequency. See Appendix A. (} ) 4. The cumulative effect of the proposed development or use, when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. SPP ApnandicPq A and R Prn3pnf hag hPPn narPfully deaigned to avoid all of the above B. Wetlands District: ( ) 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other contzminating substances or discharge of any polluting liquids or materials into streams, brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged by the "Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources" of the Commonwealth of Massachusetts. ) No storage or discharge is contemplated. -4- { ) 2. The floor level of areas to be occupied by human beings as living or work space shall be four (4) feet or more above the seasonal high water table. The lowest part of anv building will be above the seasonal high water table { } 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to with- stand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) Applies ( } Does not Apply ( X ) ( } 4. If the lot is to be served by an on lot septic system, the leaching area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. Applies ( ) See site plan Does not apply ( X ) C. Flood Hazard District (all zones) : ( } 1. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. See Appendix A and B. Lowest floor will stand above 100 year flood level. ( ) 2. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for non- residential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of bouyancy. _ See Lpnendix A and B — Tncesfloor till stand above 100 year flnnrl latzpl.__ -5- D. Flood Hazard District, Coastal High Hazard Area (Zoney3) : ( ) 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. All levels are above 100 year tide level. ( } 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor (ex- cluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) All levels are above 100 year tide level. i ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) All structures will be anchored in bedrock or suitable footings . IV. Procedure The Planning Board shall, within 7 days after the filing of this application, transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer, Board of Health and Conservation Commis ion who may, at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission or until thirty-five (35) days have elapsed after dis- tribution of such application without a submission of a report. The Planning Board Shall hold a Public Hearing on said application as soon ! as possible after receiving the above reports, in accordance with ! Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The -6- Planning Board may, as a condition of approval, require that the appli- cant give effective notice to prospective purchasers, by signs or by recording the special permit at the Registry of Deeds, of the wet- land or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same . Signed Title Date I Enclosure : Appendix A - Drainage analysis and design - Collins Cove Condominiums . July 15, 1985. Appendix B - Wave climate and design criteria - 25 July 1985 i li i i 1 Appendix A to Special Permit Wetlands and Flood Hazard Districts Mc Neil and Assoc, Inc. GULF OF MAINE RESEARCH CENTER x"> CONSULTING SERVICES SUITE 200 30 CHURCH STREET SALEM, MA 01470 (6171745 6618 D R A T NAGE ANAL-VS I S AND .DES I G N Collins . Cove Condominums SALEM , MASS 3VyVA OF At,s� ' TSUNG lg TING CHIANG No. 238910 `a s�ONA e41/1 4ef P%1 July, ®1985 H2O Engineering Consulting ' Associates , Inc _ 4 Glenfeld East, Weston, MA 02193 (891-4988) Coes �'o✓e �i�worirrr�S �e r , �// �/rr1Ar TTG �ic�trSibr� = ///e q/A//J�� iir/vaGl Q!!e TP " Neg X-31-le �•vle i-so fiery l Wi,Pwwvw ��f /s Xeeovxe �iaf /rwaeff s 7k'e Sit spr�� 7��c✓ fok/aiq � .��PG//o,� Q�1Q �vb, �ai aif ©T/ Z* /WaO-73'�' /�,6i✓ 7�sda�A� ���:>s C.ol/l!e /%7SfeWf 017-' i - 11 / / �. 9,. .14 a/A/a sP slevv is r�A4;,W�WgrwVW .ta epile l i /"Na0{� �i/liruc •Ov�re�sd�.se ld6*� %was✓ 7'�wv�A� �l/� s�sl�.rr• 6',,;? ize/� o f /2 -'yam �r� SslsY1� ftt7ia�f /S--iiic�. D� A-0 LorldB� 7D P/�'.1f///!f .PJJ� �4//J �S�CisY !!/Jsf r�lssKA �i� 7��exl Toiv/ai4/ �re .Lae re. . 3. 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I)Y 1. ` / z `i .., A �,J111 }u��• � u• \ '�`r�"+ijs.- . ,, l..Y \l .,�.".. -s- 4 r... ';1L,t / f/ !. (" i •,p((�� C'`^ ti... >.'�"\fir` ♦ \ .�1 .T� f ../4--_._ . :! "•_ n` . . ',.».�'} t i(.3 ( '�,..,,_,,,n, BENCH .NAXX \\� ` „ 3d JOHN J. CVT SP/XE 1�} ` • " '•`„- .'� _a'o- -^ / i i - i%” Y/CMA.14 u ELEYA7/ON/0,06 \•�_ { -- �.-, • MN A \ T- -3L �-'"' — 7 Y ZV✓EIYSX! 5` 1\ y num \1 .7 v •. �:- —.-.-- �.'DH ,r--+..� ^-C ELEVAT/ON f I oi�� i' .__ _._` _ ..• 111. 4 q �. ...•�� �� �• ---- ----- ----------- —to - -_ _Z 4 - // �-�•. .cs• _._ ..°..:- .„ -- - —Zb"'/ ES Q « ' -.... . •R`= . :-r- �r�reu-`t" v `"` --.`__"'—- _ //w '/" .,G, ,,,„� �,,. /L,y wi'„ e•e - >.<.iur 11 fi4aerr se... �'�•-.-•-_-... �,ti - Wam . . .. 1�� rnpa mw"rr u+.m. � •, �-_.-”' - --L\.� .-._.�.--� ��N •.�•"«-- .� �Of-'"` .hc„Y+" - @\ �,_9 ���" • • /'`� `_-js �� �-v..Via...-' \1 i. / � r tl fir• t+pr ... LEGEND 1, OPM/ip) dI/GL NtlLE POUNd � �� - ZGS.d. ESSEX COUNTY STONEBOL/NO z � _ /� `�AQIf I• ��� _ _ _ .. = ■ CATCH BASAV sx=�-� - SEWfX HANNOlE - / '11 LANE .. /} /� -_ -_ DIA/N HANNOLE Tl/P4/C7/pC APNIC -- W4TEI A!A/N LOW PAfSSURE 5.45 LINE - NOTES: 4 NYdIANr PL AN OF L 4ND OYEINEAO FLECTI/C SfIY/Cf +LOCATIONS OE ONOER 6IOUNd UT/L/T/ES - TOL/6lr7Roe ES ONLY AIEFR4MP4ANS7EAfCOX04N0FIECO - •�-y1/� / /N ECECTIc, l TELEPHONE SEfY/CE SVRYEY AND SHOULD BE CONS/4?EREL> DRAINAGE ANALYSIS ✓.4 L EM, 4M.5S -"-+,•— F[ECTI/G"TEC fPNO.VF,t CABLE TY APPIOX/MAT£ONLY. ' SEIY/CE 'e tlT/L/TY POLE •,OATVM-C/TY OFSALEM BASE QO=H.L.W. Cj PIPOPE?TY OF / L/6NT POLE 8 v IETAI.V/N6 IYALC /� /Y ,L r0{ EX/ST/N6 SPOT ELEYAT/ONS HZO Enji } g• i...eerinCJ4sull,;is Asso., Inc. IWCAIE/L A550CIATES -^'-31- EX/ST/N6 CONTOOIS 4 Qenfell East, W4'"s&", 1qA SCALE:/,-ao, FEa. B. IY04 Md 6 . . _ -55eX stlev6Y seewcE, /NC. p 47 FEaER44 STIEET•.. SALEM 4M sumV Appendix B to Special Permit Wetlands and Flood Hazard Districts Mc Neil and Assoc. Inc. r GULF OF MAINE RESEARCH CENTER CONSULTING SERVICES SUITE 200 30 CHURCH STREET SALEM, MA 019]0 (6171745 .6616 JOHN GAYTHWAITE, P.E. MARINE CIVIL•OCEANOGRAPHICAL•STRUCTURAL CONSULTING ENGINEER (617) 526-4071 ENGINEERING j 155 PINE STREET MANCHESTER BY THE SEA MASS.'01944 25 July 1985 Gulf of Maine Research Center 30 Church Street Salem, MA. 01970 Att: Hugh F. Mulligan, PHD, Director Re : Proposed Waterfront Development at Collins Cove , Salem, MA. - W_ave Climate & Design Criteria Summary Gentlemen: This letter/report serves to summarize my investigation of the local wave climate and recommended waterfront design criteria for the subject project. General Descri tion & Storm Tides: The site is located along e sou east si e of Collins Cove in Salem, MA. The cove is a relatively well sheltered, rectangular. shaped, backwater of Beverly Harbor that is nearly completely bare at low tide . The property is bounded by approximately 1100 lineal feet (as measured at mean high water (MEd) of gradually eroding coastal bank, most of which faces the north northwest with a stone filled wharf projecting approximately 250 feet into the cove at its most northeasterly limit. Figure 1, attached hereto, shows the site and its over water exposure. The mean range of tide in Beverly Harbor is 9.0 feet, and the average spring range (occurring twice monthly) is approximately 10.4 feet. Tidal currents are very low within the cove. The site is designated as a "V-3" zone by the Federal Emergency Management Agency, (FEKA) , Flood Insurance Rate Map (FIRM) , which means that structures built within the designated limits of the V zone .must be designed for velocity (wave) forces. The FIRM gives a base flood elevation (BFE) of 13 .0 feet referenced to the National Geodetic Vertical Datum (NGVD) of 1929. This corresponds roughly to a height of 17.5 feet above mean low water (ML'W) ; the datum most commonly used by coastal and harbor engineers and which will be used throughout this report. During intense storm activity, especially � higher than normal tides result when "storm surge" , due to low barometric pressure and wind stress effects, coincides with time of high tide. The extreme still water levels (S::'L) observed over time have probabilities of occurrence associated with statistical "return periods" . The so- called 100 year storm, therefore , which is used as the (2) basis of design of most permanent structures, has a l probability of occurrence in any given year. For Beverly and Salem Harbors , approximate extreme water levels are: return period (years) 10 50 100 500 S.W.L. (feet above MLI^J) 13.0 13. 8 14 .1 14 . 9 The maximum elevation to which water will rise is found by adding either the corresponding maximum wave crest elevation or wave run-up height to the above SWL' s. A small additional correction, on the order of a few tenths of a foot, should also be added to the above SWL' s to account for sea level rise currently estimated to be around one foot per century for most of the New England coast. Figure 2 shows a representative profile of the bank and near shore bottom, which illustrates various relative water levels. References 1, 52 8, and 12 listed at the end of this report contain additional information on extreme water levels. Ice : Collins Cove is subject to freezing over even during average winters. During more severe winters , ice thick- nesses in excess of 1211 are possible. Because the cove bares at low tide, the ice will generally remain broken up. Pile-up and ride-up of ice cakes driven by northerly winds against the bank and any proposed slope protection is of concern. Ice plucking forces should be considered in the design of riprap slope protection. Ice cover may have an important beneficial effect in -suppressing wave development since most severe "Northeasters" occur during the winter months. Wave Climate : The site is exposed to locally generated wind waves for winds from the north to northeast octant at time of high tide (see Figure 1) . Under normal tides and prevailing wind conditions, the bank is virtually unaffected by wave action. However, with strong north to northeast winds and higher than normal tides the bank may be subjected to significant erosion by wave action. This study, therefore , has concentrated on extreme wave and water levels for which bank protection measures must be designed; , i.e . , the 100 year storm. Northern New England is subjected to 'northeast storms with sustained winds of greater than 33 mph and higher than normal tides on a nearly annual basis. For the 100 year storm, sustained winds in excess of 60 mph from the NNE with a SWL of > 14 feet must be considered. Figure 3 summarizes wind speed data for Boston Harbor, the nearest reference station for which sufficient statistical data exists. References 2, 31 9 and 11 contain additional climatic data of interest. Wave heights and periods for the annual and 100 year events were calculated using the methods of References 6 and 14. 'clave heights and periods can be characterized in terms of the significant height (Hs) and period (Ts ) which is defined as the average of (3) the highest one third of the waves measured in a seaway. A statistical distribution exists about Hs whereby, for example, the average wave height =. 64 Hs , the highest 10% = 1. 28 Bs and the highest is approximately 1. 87 Hs. Figure 4 is a wave height spectrum for conditions pertaining to the assumed 100 year event which illustrates the relative wave energy present at different wave lengths (corresponding to frequency in the diagram) . The significant wave height is, Hs = 2 .75 feet and Ts = 2 .5 seconds corresponding to a deep water wave length of 32 feet. The highest 10/ of waves present would equal or exceed 3. 5 feet and the highest would approach 5.2 feet. The highest waves would likely break due to shoaling before reaching the bank. The above heights should be reduced approximately 12% to account for the directional properties of the wave spectrum relative to the shoreline normal. For the annual extreme wave event an Hs = 1. 5 feet and Ts = 2.0 seconds superposed on a 12.0 SWL should be a conservative estimate . Due to the complicated shoreline topography and bathymetry, shoaling and refraction effects, uncertainties in wind speeds and funneling effects, etc. , an exact prediction of the wave spectrum is not possible. Based upon experienced judgment, however, the above should be reasonably conservative estimates for design purposes. For a maximum wave height of about 5 feet with 70% of its height above a St9L of 14.1 feet, the maximum water level is nearly equal to the FIRM, BFE = 17.5 feet. The relative run-up or swash height should be nearly on the order of the wave crest elevation due to the relatively short wave lengths and for shoreline slopes of 2 on 1 or flatter. It is possible that larger waves and remnants of swell entering Beverly Harbor through Salem Sound may penetrate into the Cove. This may result in some confused "sloshing" motion within the Cove ; however it is believed that such longer period waves would be of relatively low amplitude due to refraction and shoaling effects. Design Criteria: Design of any structures at the site should conform to the applicable requirements of the Massachusetts State Building Code (HSBC) with particular reference to Section 744 .0, and to any City of Salem or other local building authority requirements. Residential structures should additionally conform to the general guidelines of Reference 13. Wind speeds for structure design will be significally greater than wind speeds used to generate the wave fields - see References 2 , 3 , and the HSBC. Design of riprap revetments or rubble structures should be in accordance with the methods of Reference 6, (4) or as otherwise required by slope stability/geotechnical considerations (beyond the scope of this report) . Slope protection for wave attack should be designed for the 100 year storm for the highest 10/ wave height = 3.5 feet for a breaking wave. Using the methods of Reference 6 and assuming a riprap revetment with a maximum steepness of 2 on 1 slope (see Figure 2) comprised of two layers of rough angular quarry stone properly placed, results in an individual primary armor stone weight of about 500 lbs. This should be considered the minimum stone weight which may likely be increased during final design when potential ice forces and geotechnical considerations have been further evaluated. The value of KD used in the stability formula "should not be greater than 2.0 and final selection of its value should be confirmed. by experienced judgment based upon the final design slopes and materials used. The lowest structural members of any proposed elevated walkways or platforms should be above the BFL and such structures should be adequately anchored for uplift and lateral forces. All materials should, of course , be suitable for marine exposure.. The information presented herein is intended to serve as input for planning and preliminary design of the waterfront portion of the subject project. References have been provided for final design follow-up. It is further recommended that final design of any waterfront features be carried out by a qualified engineer familiar with marine design. The existing stone-fill wharf should be inspected to ascertain its present material condition prior to designing any habitable structures to be placed on it. Soil borings will likely be required. Should there be any questions regarding the information presented herein or related issues , please do not hesitate to contact the undersigned at any time. Si e el #, . J. Gay hwaite , JG/rr Attmts: References Figures 1 through 4 AA"MT. ToLEn'ERor i1=$le$ REFERENCES 1. Anderson Nichols , Inc. "Flood Insurance Study" (Beverly & Salem) , prepared for FEMA, Feb. 1985. 2. ANSI "Minimum Design Loads for Buildings & Other Structures" , ANSI, A-58.1, N.Y. , N.Y. , 1982. 3 . Batts, etal "Hurricane Wind Speeds in the U.S." , NBS, BSS, No. 124, U.S. Dept. of Comm„ Washington D.C. , May 1980. 4. Essex Survey Service, Inc . "Topographic Plan of Land in Salem, MA." prepared for McNeil Associates, Feb. 1984 . 5 . Peterson, K.R. & Goodyear, H.V. " Criteria for a Standard Project Northeaster for New England North of--Cape Cod" , U.S. Dept. of Comm. , N.H.R.P. , No. 68, March 1964. 6. U. S. Army "Shore Protection Manual" , Vols. I & II, U.S.Army, C.E.R.C. , Vicksburg, Ms. , 1984., 7. U. S. Army "Flood Proofing Regulations" , USACE, E.P. 1165-2-3149 Washington, D.C. , June 1972. 8. U.S. Army . "Tidal Flood Profiles for the New England Coastline" , New England Div. , USACE, Waltham, KA. , Jan. 1980. 9. U.S. Dept, of Comm. "U.S. Coast Pilot" - Vol. I, U.S. Dept, of Comm. , Jan. 1985. 10. U. S. Dept. of Comm. . "Salem, Marblehead & Beverly Harbors" , Nautical Chart #132760 NOAA, 23.O.S. , July 1984 . 11. U. S. Dept, of Comm. "Local Climatological Data - Boston, MA. ", NOAA, N.O.S. , 1980. 12. U.S. Dept. of Comm. "Flood Insurance Rate Map" panel 1 of 5 , CP # 250102-0001-B, Aug. 1985 . 13. U.S. 1.Dept. Housing & Urban Dev. "Design & Construction Manual for Residential Buildings in Coastal High Hazard Areas" , U.S. Dept. of Housing & Urban Dev. , FEIA, FIA-7, Jan. 1981. 14 . Vincent, C.L. & Lockhart, J.H. "Determining Sheltered Water Wave Characteristics" , Dept. of the Army, USACE, ETL 1110-2-305 , 16 Feb. 1964. V E R L Y �4D� C -Nautical Mile \\ � ' ) iC91. •area —'—_ � I <v/ • i 1 g - Yards Boo_ IDOD O TIDAL INFORMATION - `' � F�2' I P n Height r¢lenetl ID Daum of Se,ding$NMI x] ¢ Place Mean Mean Meon Water .Title Lave) Lav Water ^/\J\ ,y'A�> •+ /,4)a Dl�..,r y eel ':feel eel "g1 Sr m a MorWelsea0 ' 9.1 '4.5 0.0 aY* *Mr.e" 6 Salem 6.8 '.4.4 0.0.''. b �varN 9.0 4s o.d Ma7ctc egca IYlercatbr Protection Scale 1:10,000 at Let.42031' sand STACK North American 1927 Datum * "i ���t ion P' '� jry 1 s ✓ SOUNDINGS IN FEET. f ` < . AT MEAN LOW WATER ��` k-1 „ 2 _> �tv s I R10pt 11 II 60 SWING BR 1 a C 5T:' qBJ 33 7 2 g IL•9 R.CL.<0 Fi. VE4`•'26 ♦ N< VERT.SL..3 FT ! i ,I R ;r 8.. 32 8 20 ♦ II DYND.Il. 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' RPROJECT / LOCALLY G E N ERATEDWitnWAVE S . LOCUS PORTIOFJNAAXCIiART RADIAL — 110 ATr,/A %..TO LE,4ERoc;'7/t5�85 ��.I�.re/ rve•nr EL.18.o(Mw.REcJ , EFW G•RAU\TE CAP ST OIJS.�__. E11W u. � STouEr MNW FruED2y _MN41 _ SECTIow SHOW WC BAtJV< STAF1I1-IZA7ION W ITPI RIPPAP RlEyF"TMCNT SEc:riow G) FAc.E OF WHARF COLLINS COVET (B r_veR Ly I-{nRe,oR) SALT M, Ntn.. it h "� � � •r ' � - rDC-S14U 10y WAVE \ 0 r, 1A, EL.IZS/fi -`i,.nl /Go AsrAL3ANK zi � � //f/•�: � CHW�EL IA I+ loo yeue) .:� _�✓�T/.1111 I� �i / � REPRCSENTIT-IVF �IEA25H0'fZE PROFILE (SECT101J-TAIGCW ALOWr- SNOBS LI NE QoR-FMAL - 5HOVJ1. I" FIGURE 1) IOr I FIGURE 2 HOURS PER YEAS NNW - 10 NNE 8 { 6 hw 4 NE 2 WNW c �2 Dg�Ne F9'F, ENE �b qg i o. ; SY 1p WSW +9G'F ESE r SPEED M. N. SW y SE LEGEND. A#is 32.38 MY.H: SSW SSE a�,39'•46 M.P.H. S y� ry�GREATER.THAN WINO ROSE I'rY ' 47 M.P.H. LOGAN AIRPORT,BOSTON,MASS. OCTOBER 1949•SE?TENSER 1959 10 YEAR RECORD 'DURATION FOR EACH RANGE OF WIND SPEEDS IS MEASURED OUTWARD FROM TOP OF UNDERLYING BAR GRAPH. NOTE: - -- PERCENT DURATION PER DEGREE IS THE AVERAGE PERCENT DURATION OBSERVED FOR EACH 16 POINTS OF THE COMPASS DIVIDED BY 22.1/2 DEGREES. - .... yl IIJO� MEAN$ EXTREMES AT- LOGArJ A.P•_-rygV 1960, SOUP CE t Q.O.A.Ay i i 'WWD SP6EGi Foa 2ZyK:. aC M1CLDe.D NAT.CLIMATIC Ct4. I � 'C FA57c5'r M��E w,u DSFEEO Sn.;.,dw.� � � � MEAN StcED'.._pR 2vuWCr MON Tti,1 I �1"P�) "D'C6crm•J SPEED(MyQ DIQEm 1,.3 ' YEari: I` j aa, /4.3 LIw 6I N� 1.9?4_.r_ _.._. .. ._.., > eB. li4.l w1463 61 me ty]8 MAKI 13.q.. .. r.1uf - 6D Ng; __ _.. WOO 1 13.3 SIJ SW 50 - IJE : 1, anti' II_4.._ 4.0 IJ iysy - - 44 p �a ion _b1 .45 . SW t_. _ r ,. - - ! i —1- 1460 ocr.' It.l SvI 4e i ipeJ. 12.9 St/ s4, pE . 1966 ole, 13,7 111"t-1 4q b1W IQ6Z i LEIt•E2oF; yCAM I Z.6 S.W. 61 N.E . FEe.we FIGURE 3 JOHN GAVTHWATTE. R.E. / C*MULTINO G—QM1 Sht. of a Shte. 183 PINE STREET Job No. MAMCHESTER, MA 016" Location COLLItJ S COVE, SALEMjMA. Date YVL-85 EXTREME WAVE CL)MRTE gyj�,,,yi,_. _ I WAVE HEIGHT SPECTRUM WAVE ' 1WMGy VS. AOSULAR FREQUEQC.y) s r ' N T OO dear Storm :C� $ite Uc = 60.. :�. .. 2.5r i 6joo 0 Ti L7 -- dAvc. 2.0 '= I I I eel BASEDON�BeETSCHNIEDER_I___T SPECTRUM tUS'AC-C 1 cP>zv�s. FoRECASTt/�C; ' 1 i i 1.5 -- i - 0.77, SHOULD 8E APPLiEDI f 3 T o WAVE-En1ERG -r-s }.COTE' CORQEC oN FAC�9-P Qr. aieC oNA CT L SPREA�, i ; O.5 : I L'o 2:0 3:0 4.0 5.0 6.0 7.o 8.0 ! Wsec) -I-- I j I 4.o 3.o - 2.o 6 � i- I ; FIGURE. I - - Ile \\ ti 02 VVill y7q i .40 CY 1 r 1. 2 M y n y f . .•. , : :. � e. � �`•, 'ELF _ . _ - e!� -'"� G q \ l l` _f v If I Iv 011) 1 172 a \ - r. v / t �j c7(fir r' w� UJt2Q r ; %e 1 NJ,'L V14D 7 S Al ! 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